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Home My WebLink About46201-Z �o�SUF[CG`S Town of Southold 7/13/2023 a y� P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44279 Date: 7/13/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 920 Sandy Beach Rd., Greenport SCTM#: 473889 Sec/Block/Lot: 43.-3-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/16/2021 pursuant to which Building Permit No. 46201 dated 5/7/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with finished basement, first and second floor rear decks and covered front en as applied for. The certificate is issued to Corso,Michael&Abrams,Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-19-0082 2/27/2023 ELECTRICAL CERTIFICATE NO. 46201 2/14/2023 PLUMBERS CERTIFICATION DATED 1/16/2023 n r\ Brad Pie ch L T(rriedre st�L TOWN OF SOUTHOLD �O�g�FFQ� BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE oy • o�g ` 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#: 46201 Date: 5/7/2021 Permission is hereby granted to: Matassa, Vincent 63 Floral Ave Bethpage, NY 11714 To: construct single-family dwelling as applied for per Trustees, DEC & SCHD approvals. At premises located at: 920 Sandy Beach Rd., Greenport SCTM # 473889 Sec/Block/Lot# 43.-3-7 Pursuant to application dated 3/16/2021 and approved by the Building Inspector. To expire on 11/6/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,634.80 CO-NEW DWELLING $50.00 Total: $1,684.80 Bui ding Inspector i pf SOUT�,oI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 QIyeDUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Corso Address: 920 Sandy Beach Rd city:Greenport st: NY zip: 11944 Building Permit#: 46201 Section: 43 Block: 3 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electrical Contr. License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 67 Ceiling Fixtures 1 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 20 Wall Fixtures 17 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 101 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan 6 Combo Smoke/CO 4 Transfer Switch UC Lights Dryer RecptGas Emergency Strobe Heat Detectors Disconnect Switches 77 4'LED Exit Fixtures Sump Pump Ed Other Equipment: Micro, Fridge, Oven, DW, Gas Cooktop, Hood, Central Vac, Instant Hot, W/D 200A 30 Circuit Panel 22 Used, 100A 30Circuit Panel 20 Used New Two Story w/ Finished Basement Inspector Signature: � Date: February 14, 2023 S.Devlin-Cert Electrical Compliance Form I Town Hall Annex Telephone(631)76: 54375 Main Road rn Fax(631)765-9: P_0.Box 1179 G SondwKNY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUMOLD 6lDILysiCPEP7. CERTIPIC'ATION Date: l 4 a3 Building Permit bio. (3wner: K0.T -SSCi� (Please per) Plumbee:�� ►'C-G��l . (Please Print) I certify that the solder used in the water supply system contains less Om 2/IO of 1% lead. (Plumbers Signature) Sworm to before me this AP day o€T� M vx, 20_�j SUSAN A.RIZ?© a y P ublic,State o.I4.e"v York jNo.oI R16'1834-59 �✓' -Qutlified in Suffolk county N Gcrrvassion Notary Public, '��L� County �aOF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 I�N-SPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND` [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [. } FIRE SAFETY INSPECTION [ XFIR RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) E VIOLATION [ ] PRE C/O REMARKS:_ -- vJow5 � � i Tv �iveyr�i► n ',�w� h DATE OYv INSPECTOR OF so y L[ # # TOWN OF SOUTHOLD BUILDING DE". 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) [,j- ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: x X- 4 (J r DATE ANSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 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 [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ([^ n, c...ftat V V&v Dvievlvv,ln v AY►c-Qi DATE INSPECTOR �a0f SOUIyo # TOWN -OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ LATION/CAULKING [ ] FRAMING /STRAPPING [ ] IFINAL O� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONc I [ ] PRE C/O [ ] RE REMARKS: l X111 Y VF 2 9" Cel 5 NAlrk"h-1 lob 1 R� p �;L✓ C11400, DATE ?/0 Z INSPECTOR UF SOUIyo� L4 19 2-0 1 92,( # # TOWN OF SOUTHOLD BUILDING DEP couffov, 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 rl PRE C/O [ ] RENTAL REMARKS: S--I- Y -Vf"lJ-c" !�BA, E-AmCM'r— �r DATE 2,llq /Z3 INSPECTOR �✓ Q1a123 20 2-0 S ct vio( c a c.� yi { oil y x H i I p..s 8 (23 r ' sm `�• f � er tom+ �� .. i "• Y.. s aI4: 1 x c s d;- i f ` �4 w r�s 1�9 { II E V 1 R` r F 4 tea. W...•.,.dM0. - :;� lia . �f z ✓. In r 7'. ...�. a «. �a w+ F Jn' fs MAR 2 9 2022 LD) N. J. MAZZAFERRO, P.E. TOwNoFS DEPT PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 25, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Matassa 920 Beach Road Greenport,N.Y. 11944 District-1000, Section-43, Block-03, Lot-07 Building Permit Number—46201 Inspection—Framing On March 25, 2022, I inspected the construction at the noted location. The inspection covered the framing for the new residential structure. The areas inspected included the basement, first and second floors of the new house. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade,lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the Town of Southold. ns OF NF 0 I ' Nicholas J. Mazzaferro, P.E. OA L'05709' R�FEsswNPti MAR 2 9 2022 N. J. MAZZAFERRO, P.E. ®U ILDING DEPT. PO Box 57, Greenport,N.Y. 11944 NOFSbUTHOLD Phone- 516-457-5596 Consulting Engineer March 24,2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Matassa 920 Beach Road Greenport,N.Y. 11944 District-1000, Section-43, Block-03, Lot-07 Building Permit Number—46201 Inspection—Footing for Rear Deck On March 24, 2022, I inspected the construction at the noted location. The inspection covered the footings for the rear deck of the new residential structure. The areas inspected included the excavation,reinforcement, and footing size. The inspection was completed before backfilling. The inspection results are: Items inspected included footing depth, size and reinforcement. The footing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. SPS OF IV eW Y Nicholas J. Mazzaferro, P.E. o �O ° 057 A�OFESSIOV4 ID) JUN 2 7 2n99 BUILDING,DEFY N. J. MAZZAFERRO, P.E. TOWN OFSOU7'r�;;LD PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer June 23, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 — Re: Matassa 920 Beach Road Greenport,N.Y. 11944 District-1000, Section-43, Block-03, Lot-07 Building Permit Number-46201 Inspection—Rough Plumbing On April 26, May 29 and June 23, 2022, I inspected the plumbing construction at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System (DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV— System was set up with head pressure (using water pressure)per the IRC. I observed all drainage and vent lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—WS—System was set up with pressure exceeding 50 pounds (using water pressure) per the IRC. I observed all hot and cold supply lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF N k,r J.M u z o x Nicholas J. Mazzaferro, P.E. AROFESSIO�P� JUL 2022 N. J. MAZZAFERRO, P.E. BUILDING DEPT PO Box 57, Greenport,N.Y. 11944 TOWN OF SOUTHOLD Phone - 516-457-5596 Consulting Engineer July 8, 2022 Design, Construction, Inspection Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Matassa 920 Beach Road, Greenport,N.Y. 11944 District-1000, Section-43, Block-03, Lot-07 Building Permit Number—46201 Inspection—Insulation On July 8, 2022, I inspected the insulation and caulking installed at the noted location. The inspection covered the basement, exterior and interior walls and the ceilings/roof. The inspection results are: 1 —Exterior Walls—Insulation provided and installed by Delfino Insulation Co. Batt Insulation provided rated as R-21. 2—Interior Walls—Insulation provided and installed by Delfino Insulation Co. Batt Insulation provided for sound reduction and improved environment, Rated as R-13. 3 —Interior Ceilings—Insulation provided and installed by Delfino Insulation Co. Batt Insulation provided rated as R-19. 4—Exterior Ceiling—Insulation provided and installed by Delfino Insulation Co. Batt Insulation provided rated as R-30. 5—Basement Walls—Insulation'provided and installed by Delfino Insulation Co. Closed Cell Spray Foam Insulation provided rated as R-17. Additional spray foam provided in basement perimeter box beams. Result- The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. The insulation and caulking installation as verified by the letter dated June 29, 2022 from Delfino InsulatiQ.n LLC, signed by Tammy Mazzaro, is compliant with all applicable codes and co is w' design specifications. (Copy attached) 5'tt NfW r Nicholas J. Mazzaferro, P.E. o z Fo �� os�o9`' ��• AROFESS1010, � Delfino Insulation Co. Inc. 317 Burman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION JOB INFO: Finne Contracting DATE OF INSTALLATION: 06/29/22 920 Beach Road Greenport,NY 11944 2x4 CLOSED FLAT CEILING J ATTIC FLOOR CANTELIEVER INSULATION TYPE INCHES RVAWE INSULAMONTYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM FIBERGLASS 6.5" R-19 FIBERGLASS 6.5" R-19 ❑ CELLULOSE © CELLULOSE 2X6 EXTERIOR WALLS/BOX ENDS EXTERIOR CEILINGS INSULATION TYPE INCHES R-VALUE INSULATIONTYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM r-,j FIBERGLASS 5.5" R-21 FIBERGLASS 10.25" R-30 ❑ CELLULOSE ❑ CELLULOSE MECHANICAL ROOM WALLS CELLAR WALLS WilfATFOIV TYPE WCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM Q CLOSED CELL FOAM 2.5" R-17 ❑ FIBERGLASS ❑ FIBERGLASS Q MINERAL WOOL 3.5" N/A ❑ CELLULOSE p FIRE CAULKED TO CODE DATE OF INSTALATION: 06/30/22 I] FIRE BLOCKED TO CODE DATE OF INSTALATION: 07/05/22 pi AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 07/05/22 ❑ IGNITION BARRIER TO CODE DATE OF INSTALATION: p THERMAL BARRIER TO CODE DATE OF INSTALATION: 07/05/22 1 Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder)homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE Energy !lFeSi u n« 1 en/ir .� February 101H, 2023 I GI� II v/ it Town of Southold FEB 15 2023 � i BuildingDepartment p F3L9BLL7IiNG LlEl?T 54375 Route 25 OWN01FSOUFHOLl3 Southold, NY 11971 Re: Finne Contracting, Inc. 920 Sandy Beach Road Greenport, NY 11971 As requested by the Town of Southold, Ener Testing Servi es was retained by Finne Contracting, Inc.to perform the Blower Door Test nd Duct Air Leaka a Test at the above-mentioned residence. Michael Caruso (HERS Rater#796037 conducted the to ting and found the results of The Blower Door Test to be calculated at 1324 CFM 50 Pa or 1.79 AC @ 50 P .A b The results of The Duct Air Leakage Test fo e HV ystem were calculated at 59 CFM @ 25 or 3.9 CFM/100 Ft'. Please feel free to give us a call if you have any questions or require further information. Thank you. Michael Caruso President Energy Testing Services 1648 Locust Avenue Suite E,Bohemia,NY 11716 Office: (631)244-2627/Cell: (631)405-9890 mcaruso@energytestingservices.com www.energytestingservices.com Load Short Form Job: * Date: Feb 10,2023 Entire House B Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Desigh Information Htg CI'g Infiltration Outside db (°F) 19 82 Method Blower door Ins ide db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 50 7 Pressure/ACH/AVF 50 Pa/3.0/1431 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 40 37 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 (ftz) (Btuh) (Btuh) (cfm) (cfm) System 2 1439 20880 18660 1200 1200 System 1 2989 20744 20473 1200 1200 Entire House 4428 41624 39133 2400 2400 Other equip loads 0 0 Equip. @ 0.87 RSM 34124 Latent cooling 3939 TOTALS I 4428 I 41624 I 38064 I 2400 I 2400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1W1 i�I1tSOft" 2023-Feb-1016:35:56 ,ti .., •, .. .,� Right-Suite®Universal 2022 22.0.04 RSU30008 Page 1 + ...cling 920 Sandy Beach Rd GreenportNY 11971.rup Calc=MJB Front Door faces:NE Load Short Form Job: Date: Feb 10,2023 System 1 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 50 7 Pressure/ACH/AVF 50 Pa/3.0/ 1431 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference (gr/Ib) 40 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96VA0702317MSA Cond RA1636AJl NA AHRI ref 6483387 Coil RCF3621MTAMCA AHRI ref 7941833 Efficiency 96 AFUE Efficiency 13.0 EER, 16 SEER Heating input 70000 Btuh Sensible cooling 25200 Btuh Heating output 68000 Btuh Latent cooling 10800 Btuh Temperature rise 52 °F Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.058 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Media Rm 440 2466 1981 143 116 Utility Rm 111 0 0 0 0 Stairs 64 0 0 0 0 G. Bath 81 556 14 32 1 CL 36 0 0 0 0 Rec. Rm 765 4075 3815 236 224 Dining Rm 190 2534 2563 147 150 M. Bed Rm 254 2369 3103 137 182 M.WIC 60 367 54 21 3 M. Bath 123 1331 451 77 26 Living Rm 461 3392 4280 196 251 Kitchen 154 913 2563 53 150 Mud Rm 67 1495 929 86 54 Laundry 76 759 563 44 33 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vwrightsoft- 2023-Feb-10 16:35:56 ,.. .a Right-Suite®Universal 2022 22.0.04 RSU30008 Paget sting 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MJ8 Front Door faces:NE Stairs 2 75 0 0 0 0 Bath 1 36 487 157 28 9 System 1 2989 20744 20473 1200 1200 Other equip loads 0 0 Equip. @ 0.87 RSM 17853 Latent cooling 2158 TOTALS l 2989 l 20744 l 20011 l 1200 l 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsmft, 2023-Feb-1016:35:56 r„r_ .�.... Right-Suite®Universal 2022 22.0.04 RSU30008 Page ACO, ...cting 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MJ8 Front Door faces:NE Load Short Form Job: �~t Date: Feb 10,2023 l r System 2 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Design Information Htg CIg Infiltration Outside db (°F) 19 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 50 7 Pressure/ACH/AVF 50 Pa/3.0/1431 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 40 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0701317MSA Cond RA1636AJl NA AHRI ref 8934602 Coil RCF3621 MTAMCA AHRI ref 8566407 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 70000 Btuh Sensible cooling 25200 Btuh Heating output 68000 Btuh Latent cooling 10800 Btuh Temperature rise 52 °F Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.064 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.91 ROOM NAME Area Htg load CIg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) M. Bath 2 114 2535 1223 146 79 Bed Rm 1 182 3420 4093 197 263 G. Bath 2 50 878 277 50 18 Office 159 2939 2133 169 137 Great Rm 621 6409 6160 368 396 M. Bed Rm 2 254 4036 4621 232 297 M.WIC 2 60 663 155 38 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -wrightsof[" 2023-Feb-10 16:35:56 Right-Suite®U niversal 2022 22.0.04 RSU30008 Page 4 ACCK ...cting 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MJ8 Front Door faces:NE System 2 1439 20880 18660 1200 1200 Other equip loads 0 0 Equip.@ 0.87 RSM 16272 Latent cooling 1781 TOTALS I 1439 I 20880 I 18053 I 1200 I 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightso K 2023-Feb-10 16:35:56 'r^�- .w�•,�«. ..e}.. Right-Suite@)U niversal 2022 22.0.04 RSU30008 Page Al0a ..sting 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MJ8 Front Door faces:NE Load Multizone Summary Report Job: Date: Feb 10,2023 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Infiltration Summary Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM f? cfm Btu h/ft2 ft' cfm Btu h/f? System 1 15536 0.31 80 2.5 15536 0.14 36 0.2 System 2 13093 0.30 66 2.5 13093 0.14 30 0.2 Entire House 28628 0.31 146 2.528628 0.14 66 0.2 Load • AVF Summary ROOM NAME Area Htg load Clg load Htg AVF Clg AVF ftz Btuh Btuh cfm cfm Media Rm 440 2466 1981 143 116 Utility Rm 111 0 0 0 0 Stairs 64 0 0 0 0 G. Bath 81 556 14 32 1 CL 36 0 0 0 0 Rec. Rm 765 4075 3815 236 224 Dining Rm 190 2534 2563 147 150 M. Bed Rm 254 2369 3103 137 182 M. WIC 60 367 54 21 3 M. Bath 123 1331 451 77 26 Living Rm 461 3392 4280 196 251 Kitchen 154 913 2563 53 150 Mud Rm 67 1495 929 86 54 Laundry 76 759 563 44 33 Stairs 2 75 0 0 0 0 Bath 1 36 487 157 28 9 System 1 2989 20744 20473 1200 1200 M. Bath 2 114 2535 1223 146 79 Bed Rm 1 182 3420 4093 197 263 G. Bath 2 50 878 277 50 18 Office 159 2939 2133 169 137 Great Rm 621 6409 6160 368 396 M. Bed Rm 2 254 4036 4621 232 297 M. WIC 2 60 663 155 38 10 System 2 1439 20880 18660 1200 1200 Entire House 4428 41624 39133 2400 2400 .{ wrightsoft, 2023-Feb-1016:35:56 Right-Suite®Universal 2022 22.0.04 RSU30008 Page 1 ACa ...cling 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MJ8 Front Door faces:NE Loads for Multiple Orientations Job: r" Date: Feb 10,2023 Fr�JE, Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 68 75 Elevation: 7 ft Design TD (°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange(°F) - 12 ( L ) Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 25815 34124 38666 34223 23072 30250 33100 33288 Latent Load (Btuh) 3939 3939 3939 3939 3939 3939 3939 3939 Total Load (Btuh) 29754 38064 42605 38162 27011 34189 37039 37228 Heating AVF (cfm) 2400 2400 2400 2400 2400 2400 2400 2400 Cooling AVF (cfm) 2400 2400 2400 2400 2400 2400 2400 2400 Building Orientation Cooling Load =30000 1 0 N ISE E g S SW W WV Drecticn Frau Do rfaces Current Orientation: Front Door faces Northeast Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrig6'ltsOft- 2023-Feb-1016:35:56 Right-Suite@ Universal 2022 22.0.04 RSU30008 Page 1 i'Ca ...cling 920 Sandy Beach Rd GreenportNY 11971.rup Calc=MJ8 Front Door faces:NE Loads for Multiple Orientations Job: p Date: Feb 10,2023 System 1 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 68 75 Elevation: 7 ft Design TD (°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange (°F) - 12 ( L ) Wet bulb('F) - 72 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 12714 17853 20950 18436 10817 15150 17524 17609 Latent Load (Btuh) 2158 2158 2158 2158 2158 2158 2158 2158 Total Load (Btuh) 14872 20011 23108 20595 12975 17309 19682 19767 Heating AVF(cfm) 1200 1200 1200 1200 1200 1200 1200 1200 Cooling AVF(cfm) 1200 1200 1200 1200 1200 1200 1200 1200 Building Orientation Cooling Load 1 10000-- 0 N NE E g S SW W MN Drecticn Rout DoorfacFs Current Orientation: Front Door faces Northeast Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrightsoft- 2023-Feb-10 16:35:56 Right-Suite(R)Universal 2022 22.0.04 RSU30008 Paget A+0, ...cting 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MJ8 Front Door faces:NE Loads for Multiple Orientations Job: � Date: Feb 10,2023 System 2 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 i Project Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange(°F) - 12 ( L ) Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 13101 16272 17716 15787 12255 15099 16232 15679 Latent Load (Btuh) 1781 1781 1781 1781 1781 1781 1781 1781 Total Load (Btuh) 14882 18053 19497 17568 14036 16880 18014 17461 Heating AVF(cfm) 1200 1200 1200 1200 1200 1200 1200 1200 Cooling AVF(cfm) 1200 1200 1200 1200 1200 1200 1200 1200 Building Orientation Cooling Load 1 1 5001Y- 0 N NE E g S &/v W MN Drecticn Fiat Docrfaces Current Orientation: Front Door faces Northeast Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` Wri_ghtsoft- 2023-Feb-1016:35:56 Right-Suite®Universal 2022 22.0.04 RSU30008 Page XCA ...cling 920 Sandy Beach Rd GreenportNY 11971.rup Calc=MJ8 Front Door faces:NE BuildingAnalysis Job: Date: Feb 10,2023 Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project,Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Pesign • • • Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange (°F) - 12 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3 (partial)/2 Wind,speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1431 cfm i • i COrnpo,nent Btuh/ftz Btuh %of load Walls 2.8 10021 24.1 arts Glazing 14.9 13273 31.9 Vtdls Doors,1. 0 0 0 Ceilings 1.1 1644 4.0 Floors J' 1.0 1498 3.6 Infiltration 2.5 7923 19.0 Ducts ` 7264 17.5 Ifiltratim Piping 0 0 Humidification 0 0 Ventilation 0 0 i `R Adjustments 0 Gacm ting _ cors;;� Total 41624 100.0 Component Btuh/ftz Btuh %of load Walls 0.5 1713 4.4 VdIs Glazing 22.8 20411 52.2 IrhffrdGirs Doors 0 0 0 Ceilings 1.0 1531 3.9 Floors 0.0 2 0.0 Infiltration 0.2 521 1.3 Ducts 5179 13.2 Ventilation 0 0 Gadrtg \ Internal gains 9775 25.0DJJs Blower 0 0 \ Adjustments 0 �Oh3- Total 39133 100.0 Latent Cooling Load=3939 Btuh Overall U-value=0.072 Btuh/ftp°F Data entries checked. 2023-Feb-1016:35:58 Right-Suite@ U niversal 2022 22.0.04 RSU30008 Page 1 A cling 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MJ8 Front Door faces:NE BuildingAnalysis Job: y Date: Feb 10,2023 fm2�v :"A.T .System 1 By: Michael A.Caruso - -.-. Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 68 75 Elevation: 7 ft Design TD (°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange (°F) - 12 ( L ) Method Blower door Wet bulb('F) - 72 Shielding/stories 3 (partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1431 cfm Component Btuh/ft2 Btuh % of load Walls 2.7 6583 31.7 Glazing 14.9 8263 39.8 /Irfiltraticn Doors 0 0 0 MIS\ Ceilings 1.1 78 0.4 Floors 1.0 1481 7.1 Infiltration 2.5 4339 20.9 —_Boas Ducts 0 0 Piping 0 0 °her Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 20744 100.0 Glazing Component Btuh/fI? Btuh % of load Walls 0.4 921 4.5 VAIS Glazing 23.2 12889 63.0 Doors 0 0 0 IrkGirs Ceilings 1.0 72 0.4 Floors 0 0 0 Infiltration 0.2 286 1.4 Ducts 0 0 Ventilation 0 0 Internal gains 6305 30.8 CO-Er Blower 0 0 aapirg Adjustments 0 Total 20473 100.0 Latent Cooling Load=2158 Btuh Overall U-value=0.073 Btuh/ftp°F Data entries checked. l- wrightsoft- 2023-Feb-10 16:35:58 «•»• w* Right-SuileO Universal 2022 22.0.04 RSU30008 Page 2 ACA•...cting 920 Sandy Beach Rd GreenportNY 11971.rup Calc=MJ8 Front Door faces:NE I Building Analysis Job: y Date: Feb 10,2023 System 2 By: Michael A.Caruso � Snv.c•. = ' " Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range (°F) - 12 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind,speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1431 cfm Component Btuh/fl? Btuh %of load Walls 3.2 3438 16.5 MIS Glazing 14.8 5009 24.0 Doors 0 0 0 Ceilings 1.1 1567 7.5 Floors 1.4 17 0.1 / Infiltration 2.5 3584 17.2 Ducts 7264 34.8 Piping 0 0 Gong Humidification 0 0 Ventilation 0 0 Adjustments 0 ' Irtiltr�im Total 20880 100.0 �I' aher Component Btuh/ft2 Btuh %of load Walls 0.7 792 4.2 vwl Glazing 22.3 7522 40.3 I /lrterdGirs Doors 0 0 0 Ceilings 1.0 1459 7.8 Floors 0.2 2 0.0 Infiltration 0.2 236 1.3 dazir9____j Ducts 5179 27.8 Ventilation 0 0 Internal gains 3470 18.6 Dits Blower 0 0 Adjustments 0 Total 1 1 18660 100.0 Cjlirgs C7taf Latent Cooling Load = 1781 Btuh Overall U-value=0.071 Btuh/ftp°F Data entries checked. wrightsoft" 2023-Feb-1016:35:58 AFC—k �•� ,�, Right-Suite®Universal 2022 22.0.04 RSU30008 Page ...cling 920 Sandy Beach Rd GreenportNY 11971.rup Calc=MJS Front Door faces:NE Project Summary Job: Date: Feb 10,2023 Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 ProJect Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Notes: HERS Rater#7960376 Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 68 °F Inside db 75 °F Design TD 50 °F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 34360 Btuh Structure 33954 Btuh Ducts 7264 Btuh Ducts 5179 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 41624 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 34124 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/.3.0/1431 cfm Structure 2908 Btuh Ducts 1031 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 4428 4428 Equipment latent load 3939 Btuh Volume (ft') 28628 28628 Air changes/hour 0.31 0.14 Equipment Total Load (Sen+Lat) 38064 Btuh Equiv.AVF (cfm) 146 66 Req.total capacity at 0.70 SHR 4.1 ton Heating Equipment Summary Cooling Equipment Summary 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Or&- wr11Uh1tsci&2:- 2023-Feb-10 16:35:58 rev • Right-Suite@ Universal 2022 22.0.04 RSU30008 Page 1 A Q\ ..sting 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MJ8 Front Door faces:NE Project Summa Job: Date: Feb 10,2023 System 1 By.• Michael A.Caruso - Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Prowect Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Notes: HERS Rater#7960376 Design Information, Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 68 °F Inside db 75 °F Design TD 50 °F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20744 Btuh Structure 20473 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20744 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 17853 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/ACH/AVF 50 Pa/3.0/1431 cfm Structure 2158 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp 2989 2989 Equipment latent load 2158 Btuh Volume (T) 15536 15536 Air changes/hour 0.31 0.14 Equipment Total Load (Sen+Lat) 20011 Btuh Equiv.AVF(cfm) 80 36 Req.total capacity at 0.70 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96VA0702317MSA Cond RA1636AJl NA AHRI ref 6483387 Coil RCF3621MTAMCA AHRI ref 7941833 Efficiency 96 AFUE Efficiency 13.0 EER, 16 SEER Heating input 70000 Btuh Sensible cooling 25200 Btuh Heating output 68000 Btuh Latent cooling 10800 Btuh Temperature rise 52 °F Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.058 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl� soft' 2023-Feb-10 16:35:58 �= -•� --••�* Right-Suite@ U niversal 2022 22.0.04 RSU30008 Paget ..sting 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MJ8 Front Door faces:NE Project Summar Job: Y Date: Feb 10,2023 System 2 By: Michael A.Caruso ' - = Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Prowect Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Notes: HERS Rater#7960376 D- • n -information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 68 °F Inside db 75 °F Design TD 50 °F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13616 Btuh Structure 13481 Btuh Ducts 7264 Btuh Ducts 5179 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20880 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 16272 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0/1431 cfm Structure 750 Btuh Ducts 1031 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1439 1439 Equipment latent load 1781 Btuh Volume(fP) 13093 13093 Air changes/hour 0.30 0.14 Equipment Total Load (Sen+Lat) 18053 Btuh Equiv.AVF(cfm) 66 30 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0701317MSA Cond RA1636AJ1 NA AHRI ref 8934602 Coil RCF3621 MTAMCA AHRI ref 8566407 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 70000 Btuh Sensible cooling 25200 Btuh Heating output 68000 Btuh Latent cooling 10800 Btuh Temperature rise 52 °F Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.064 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrigF�tsofC 2023-Feb-10 16:35:58 »•�• •w-4�,.-. Right-Suite@)U niversal 2022 22.0.04 RSU30008 Page 3 ...cling 920 Sandy Beach Rd GreenportNY 11971.rup Calc=MJ8 Front Door faces:NE Manual S Compliance Report Job: System Date: Feb 10,2023 System 1 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 20473 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.0°F Latent gain: 2158 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.07 Total gain: 22631 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1 NA+RCF3621 MTAMCA Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 123% of load Latent capacity: 10800 Btuh 500%of load Total capacity: 36000 Btuh 159%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 20744 Btuh Entering coil DB: 68.0'F Indoor design DB: 68.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R96VA0702317MSA Actual airflow: 1200 cfm Output capacity: 68000 Btuh 328% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 1� -01&- Wright soft- 2023-Feb-1016:35:58 ^+� ,,,..,�aa... ,, Right-Suite®Universal 2022 22.0.04 RSU30008 Page 1 ..cting 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MA Front Door faces:NE Manual S Compliance Report Job: rff Date: Feb 10,2023 ` tJ EnegyT-O'm System 2 By: Michael A.Caruso FSON r. ' Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservires.com License:7960376 Project Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 18660 Btuh Entering coil DB: 76.17 Outdoor design WB: 72.0°F Latent gain: 1781 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 20441 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1 NA+RCF3621 MTAMCA Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 135%of load Latent capacity: 10800 Btuh 606%of load Total capacity: 36000 Btuh 176%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 20880 Btuh Entering coil DB: 67.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95TC0701317MSA Actual airflow: 1200 cfm Output capacity: 68000 Btuh 326% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. ti wrightsoft" 2023-Feb-1016:35:58 Right-Suite®Universal 2022 22.0.04 RSU30008 Paget sting 920 Sandy Beach Rd GreenportNY 11971.rup Calc=MJB Front Door faces:NE Residential Plans ExaminerReview Form Form CK. — _ — RPER 1 � � � � � ' � � � � 15 Mar 09 Px4a�bie3dWtraka Town of Southould Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 920 Sandy Beach Rd, System 1 HVAC LOAD CALCULATION ,0 Desigr_>-ConditioPs B_uildina Constr_ucti_onlnfor_matbn Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces Northeast Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 20744 Btuh Number of bedrooms: 1 Conditioned floor area: 2989 ftz Summer Design Conditions Number of occupants: 4 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Root Grains difference: 37 gr/Ib @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 23478 Btuh Internal shade: blinds Blinds,drapes,etc. Latent heat gain: 2475 Btuh o th window Total heat gain: 25953 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,0 1=leating-Equipmerlt_Data Coo 1i ng-Equipment-Data BloweLData Equipment tpe: Gas furnace Equipment type: Split AC Heating cfm: 1200 urnace,Healpump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 1200 Model: Rheem Model: Rheem Static pressure: 0.60 in H2O R96VA0702317MSA RA1636AJ1 NA+RCF3621 MTAMCA Fan's rated external static pressure for design airflow Heating output capacity: 8000Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM t 61 Design airflow: 1200 cfm Longest supply duct: 670 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 62 ft Trunk duct: Sheet metal Total device pressure losses: -0,3 in H2O Total effective length(TEL): 731 ft Available static pressure(ASP): 0,25 in H2O Friction rate:R Branch duct: Sheet metal Friction p4 in/100ft I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrigFwtsvft^ -�- Right-SuiteOUniversa1202222.0.04RSU30008 ResidentialPlans _ Review Form Form for HVAC System Design (Loads, Equipment, Ducts) 15 Mar 09 FvCaid5zie3t'„'�txY•sdr+nmka Town of Southould Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 920 Sandy Beach Rd, System 2 HVAC LOAD CALCULATION ,0 Design_Conditio_ns Building Constr_u-ctionJnfor_mati_on Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces Northeast Indoor temperature: 68 of North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 20880 Btuh Number of bedrooms: 2 Conditioned floor area: 1439 ftz Summer Design Conditions Number of occupants: 0 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Root Grains difference: 37 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 21399 Btuh Internal shade: blinds eve Latent heat gain: 2043 Btuh Blinds,drapes,eta Deplh WnftW Total heat gain: 23442 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 HeatingJ<q_uip-ment_Data Cooling-Equipment-Data Blower-Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 1200 urnace,Healpump,Boiler,etc. it Conditio er,Heat pump,etc. Cooling cfm: 1200 Model: Rheem Model: Rheem Staticpressure: 0.60 in H2O R95TC0701317MSA RA1636AJ1 NA+RCF3621 MTAMCA Fan's rated external static pressure for design airflow Heating output capacity: g8000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 1200 cfm Longest supply duct: 609 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 173 ft Trunk duct: Sheet metal Total device pressure losses: _0,3 in H2O Total effective length(TEL): 781 ft Available static pressure(ASP): 0.25 in H2O Friction rate: O.f1S2 in/100ft Branch duct: Sheet metal Friction Rate=ASP+(TEL x Q I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: MunicipalityReserved for County,Town - *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -�-wlr�g�ttsaft" - �••-•->•-..�^�> Right-SuiteO U niversal 2022 22.0.04 RSU30008 Duct System Summary Job: Date: Feb 10,2023 System 1 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.229/0.021 in H2O 0.229/0.021 in H2O Lowest friction rate 0.034 in/100ft 0.034 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 731 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 1 h 487 28 9 0.057 5.0 Ox 0 ShMt 28.5 375.0 St5 Dining Rm c 2563 147 150 0.048 8.0 Ox 0 ShMt 36.5 440.0 st6 G.Bath h 556 32 1 0.048 5.0 Ox 0 ShMt 38.0 440.0 st6 Kitchen c 1281 26 75 0.042 7.0 Ox 0 ShMt 34.5 505.0 st6 Kitchen-A c 1281 26 75 0.041 7.0 Ox 0 ShMt 33.0 525.0 st6 Laundry h 759 44 33 0.055 5.0 Ox 0 ShMt 39.5 375.0 st6 Living Rm c 2140 98 125 0.086 7.0 Ox 0 ShMt 20.0 245.0 st5 Living Rm-A c 2140 98 125 0.084 7.0 Ox 0 ShMt 26.0 245.0 st6 M.Bath h 1331 77 26 0.048 7.0 Ox 0 ShMt 37.0 440.0 st5 M.Bed Rm c 1551 69 91 0.042 7.0 Ox 0 ShMt 35.0 505.0 st5 M.Bed Rm-A c 1551 69 91 0.034 7.0 8x 6 ShMt 34.5 635.0 st5 M.wlc h 367 21 3 0.038 4.0 Ox 0 ShMt 35.0 570.0 st5 Media Rm h 2466 143 116 0.048 8.0 Ox 0 ShMt 34.0 440.0 sty Mud Rm h 1495 86 54 0.037 7.0 Ox 0 ShMt 44.5 570.0 st6 Rec.Rm h 2038 118 112 0.068 7.0 Ox 0 ShMt 28.5 310.0 st6 Rec.Rm-A h 2038 118 112 0.069 7.0 Ox 0 ShMt 21.5 310.0 st5 Supply Trunk DetailTable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 578 626 0.037 512 14.1 8 x 22 ShtMetl st2 st5 Peak AVF 622 574 0.034 467 14.3 8 x 24 ShtMetl st2 st2 Peak AVF 1200 1200 0.034 514 18.3 8 x 42 ShtMetl Bold/italic values have been manually overridden ti wriglhtsoft" 2023-Feb-1016:35:58 ,.,.., ,.�. Right-Suite@ U niversal 2022 22.0.04 RSU30008 Pagel +,+C*l ..sting 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MJ8 Front Door faces:NE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 12x46 1200 1200 61.5 0.034 550 20.0 Ox 0 ShMt ti wrrightsoft- 2023-Feb-10 16:35:58 �'� �..,.,• ...e._,,.,T.., Right-Suite®Universal 202222.0.04RSU30008 Paget �+Ck ..sting 920 Sandy Beach Rd GreenportNY 11971.rup Calc=MJS Front Door faces:NE Duct System Summary Job: Date: Feb 10,2023 FrK.f System 2 By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Projeet Information For: Finne Contracting 920 Sandy Beach Rd, Greenport, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.195 10.055 in H2O 0.195/0.055 in H2O Lowest friction rate 0.032 in/100ft 0.032 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 781 ft Supply : Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bed Rm 1 c 2047 98 132 0.047 8.0 Ox'O ShMt 40.0 375.0 st3 Bed Rm 1-A c 2047 98 132 0.071 7.0 Ox 0 ShMt 29.0 245.0 st3 G.Bath 2 h 878 50 18 0.058 6.0 Ox 0 ShMt 27.0 310.0 st3 Great Rm c 2053 123 132 0.059 8.0 Ox 0 ShMt 22.5 310.0 st4 Great Rm-A c 2053 123 132 0.073 7.0 Ox 0 ShMt 23.0 245.0 st4 Great Rm-B c 2053 123 132 0.065 8.0 Ox 0 ShMt 25.0 275.0 st3 M.Bath 2 h 2535 146 79 0.042 8.0 Ox 0 ShMt 28.5 440.0 st4 M.Bed Rm 2 c 2310 116 149 0.049 8.0 Ox 0 ShMt 26.5 375.0 st4 M.Bed Rm 2-A c 2310 116 149 0.032 9.0 Ox 0 ShMt 38.5 570.0 st4 M.WIC 2 h 663 38 10 0.037 5.0 Ox 0 ShMt 25.5 505.0 st4 Office h 1469 84 69 0.047 7.0 Ox 0 ShMt 41.0 375.0 st3 office-A h 1469 84 69 0.071 6.0 Ox 0 ShMt 30.0 245.0 st3 Suppi y Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 539 550 0.047 550 12.8 8 x 18 ShtMetl st1 st4 Peak AVF 661 650 0.032 458 14.8 8 x 26 ShtMetl st1 st1 Peak AVF 1200 1200 0.032 514 18.5 8 x 42 ShtMetl Bold/italic values have been manually overridden lwrightsoft" 2023-Feb-1016:35:58 .�.�• a �, .,.... Right-Suite@Universal202222.0.04 RSU30008 Page3 sting 920 Sandy Beach Rd GreenportNY 1197l.rup Calc=MJ8 Front Door faces:NE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 12x 16. 408 418 172.5 0.032 391 14.0 Ox 0 ShMt rt1 rb3 12x 16 370 413 171.5 0.032 386 14.0 Ox 0 ShMt rt1 rb2 12x 16 423 369 120.5 0.046 538 12.0 Ox 0 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1200 1200 0.032 514 18.5 8 x 42 ShtMetl pi-wr.ightsoft^ 2023-Feb-10 16:35:58 Right-Suite@Universal 2022 22.0.04 RSU30008 Page cling 920 Sandy Beach Rd Greenport NY 11971.rup Calc=MJ8 Front Door faces:NE i Foundation 118 cfm 118 cfm 143 cfm 22x8 6 8 7„ 24x8 7 00 Cf Rec. Rm 4" �„ Media Rrr 5 7 7„ 42x8 5" CL 32 cfm Utility Rn Stair, � G. Bath _j Job#: Energy Testing Services Scale: 1 : 90 Performed by Michael A. Caruso for: Page 1 Finne Contracting 1648 Locust Ave Suite E 920 Sandy Beach Rd R ig h t S ui te®Un i ve rsa 120 22 Greenport,NY ch Rd Bohemia,NY 11716 22.0.04 RSU30008 Phone:631-244-2627 2023-Feb-10 16:36:22 www.energytestingservices.com mcaruso@energytestingservice: Beach Rd Greenport NY 11971.rup k L 1st Floor 150 cfm K 125 cfm R91 cfm Dining Rr M. Bed Rn ® cfm 5�5,cfm Living Rn Kitcher M.WIC &21 cfm 86 cfm Mud Rn Laundry y M. Bat Stairs a Bath 1 \77 K44 m 1 5 cfm ® cfm �28 cf Job#: Energy Testing Services Scale: 1 : 90 Performed by Michael A. Caruso for: Page 2 Finne Contracting 1648 Locust Ave Suite E R ig h t S ui te@ Universal 2022 920 Sandy Beach Rd Bohemia,NY 11716 22.0.04 R Greenport,NY 11971 Phone:631-244-2627 2023-Feb-100 16:36:16:36:22 www.energytestingservices.com mcaruso@energytestingservices ...Beach Rd Greenport NY 11971.rup 2nd Floor 7cfm 32 cfm 132 cfm 132 cfm 149 cfm 149 cfm Great Rn 8., „ 8„ 8,. 8„ M. Bed Rm 9., 413 cin 42x8 42x8 „ 18x8 26x - - - - - - - - - T2„ 5 cfm F 77 15" G. ath; LL14 3 c m 38 cfm 418 cfm '8'. M.WIC 7„ 6„ 7 , ffice M. Bath; 146 cfm Stairs? LXL84cfm 4 cfm 132 fm Job#: Energy Testing Services Scale: 1 : 90 Performed by Michael A. Caruso for: Page 3 Finne Contracting 1648 Locust Ave Suite E Right-Suite(g)Universal 2022 920 Sandy Beach Rd Bohemia,NY 11716 22.0.04 R Greenport,NY 11971 Phone:631-244-2627 2023-Feb-10 0 16:36:16:36:22 www.energytestingservices.com mcaruso@energytestingservice: ...Beach Rd Greenport NY 11971.rup LE c IE 11 w FEB 15 2023 dul�unv�ut1'1. TOWN OFSO `3r E c i 9 r ham.., �' ,� 4:^`'x ,r•.�'',' , l�` � �a� � -.. �.�: . .�. r _ . x: ,. t �: �. t. . � .... .9f ix4 ' �7 • � �� , ,w.t i r ,, �. � y f'�h r? s °r �f_ r'O. L.• I� � ` -I ait� ` 7 `� '� � Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineering.com January 14, 2013 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Corso Residence-920 Beach Road, Greenport-Building Permit#46201-SCTM#043-03-07 Dear Mr.Verity: I reviewed the plans for the new building and found that the finished first floor is no more than 6'above grade plane, no more than 6'above finished grade for more than 50%of the total building perimeter,and not more than 12'above finished grade at any point. Based on these observations the lower level is not a building"story"as defined in the New York State Building Code. If you have any questions, please call me at 631-298-1986. Yours truly, on, P.E. Z X03 C y01 oo �- * ti iCe 051684 A��FfSSION��'�, ® WIhIL� e11w/ I -� Condon Engineering, P.C. JAN 2 5 2023 LD New York State Licensed Professional Engineers B —11MGDEPT. TOWN OFSOUTHOLD 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condoneng i neeri ng.com January 27, 2022 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Corso Residence-920 Beach Road in Greenport-Building Permit#46201 Dear Mr. Verity: I inspected the foundation for the new building and found to be constructed in accordance with the plans. To the best of my knowledge the foundation is structurally sound and built in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, 7ndon, P.E. J rr� �F OS 1684 ®p�oFESS1®�� • FOUNDATION(IST) • 1 e 1 ROuGH FRAMING.& PLUMBING r �• INSULATION . PSTATEENtCODE r MR �~ - ' ' J P PA j i • 11 e e 11 � t�� r '► i MOSCOW W� 1 I it ► Iwml FBI TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54,375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.jzov Date Received APPLICATION FOR BUILDING P MIT For Office Use Only PERMIT NO. Building Inspector: Applications andforms must be filled out,in their entirety. Incomplete, applications will not be accepted. Where the Appikaht is not the owner,,an Owner's APthorizatiop form(Page,2)shall be completed. Date:March 10th, 2021 (jwNtR(S)OF PROPERTY: Name:VINCENT MATASSA FCTM#,1000-043 - 03 - 07 Project Address:920 BEACH ROAD - GREENPORT, NY - 11944 Phone#:.516 - 315 - 9417 Email:vince@matas.saconstrcutio.n.co.m Mailing Address:63 FLORAL AVE - BETHPAGE, NY - 11714 CONTACT PERSON- Name:VINCENT MATASSA Mailing Address:63 FLORAL AVE - BETHPAGE, NY - 11714 Phone#:516 - 315 - 9417 Email:vince@matassaconstrcution.com DESIGN PROFESSIONAL INFORMATION: Name:ROBERT JAMES HIGGINS Mailing Address:50 HIDDEN ACRES PATH - WADING RIVER, NY - 11792 Phone,#:631-208-3351 Email:RARCHIBOB@AOL.COM CONTRACTO111,111SIFPRIVIIATIOW Name:SCHERILLO & SONS CONSTRUCTION CORP Mailing Address:7 PUMPKIN ST - EAST NORTHPORT, NY - 11731 Phone#:631 858 - 1580 Email:js@prestigecbc.com DESCRIPTION OF PROPOSED CONSTRUCTION igNewStructure ElAddition ElAlteration E]Repair ElDemolition Estimated Cost of Project: 00ther $450,000.00 Will the lot be re-graded? RYes E]No Will excess fill be removed from premises? WYes El No 5. PROPERTYINFORMATION Existing'use of propertY:Vacant Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? DYesMNo IF YES,PROVIDE A COPY. 111,04ik 06k'After tractor'/design processione Is'06soonsible f6fall draln6gibrid storm water,Issues as Orovided by.e 4: �ir ii'iloi 4 CATION IS HEREBY MADE to a Bu d ng Depnrtme nt r 'I Department lnxperrn pFrs4alfitto't e8ulldinsZone Ord11, 16 6issuance aeuild" IaCe I ' Id,, ? 'ofli4iid'6gs' a er ons or..forreinoval,or " lii�6 as nt agrees to compIj,*itliall do-OlIcable laws;ordlnihceii,6u11tllrij 4iodi,. on premlieand In Fal's'e"'statements made tierelnarw:. unlshable`as A-, Application Submitted By print name): IRAuthorized Agent 00wner Signature of Applicant:� Date: March 10, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk Bruce Anderson - Suffolk Env. Cons. Inc. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of .20 Notary Public MATTHEW D. IVANS NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No.01 IV6053859 (Where the applicant is'not the owner) Qualified in Suffolk County MY Commission Expires 01-22-1Vt# Vincent Matassa residing at 63 Floral Avenue, Bethpage, NY 11714 Bruce Anderson - Suffolk Env. Cons. Inc. do hereby authorize to apply on my behalf to the wn of Southold B ilding Department for approval as described herein. 0 Od-l owne sSignature MATTHEW D. DA01S Vincent.Matassa NOTARY PUBLIC-STATE OF NEW YORK No.01 IV6053859 Print Owner's Name Qualified in Suffolk County My Commission Expires 01-22- 1 �SufF° TOWN OF SOUTHOLD—BUILDING DEPARTMENT 'foo =o G� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 hqs://www.southoldtownny.go Date Received APPLICATION FOR BUILDING PERMIT G ib li IV/ For Office Use Only JAN 0 9,2023 PERMIT NO. Building Inspector: dU1LAMyCsQEP—' TONIN OFSOUTHOLl3 Applications and forms must befilled out in their entirety..1ncomplete 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- __.._._._.._..�oe .✓e9 .. f�� /�1/�� _. ..__/��/ r...��ns. Project Address: ao 6A Phone#: Email: Mailing Address: CONTACT PERSON: Name: s d Mailing Address: _ _ ._ ._ ___ _ Phone#: Email: i — DESIGN PROFESSIONAL INFORMATION: Name: .____:/_..r s Addr Mailing es: ® /6 � �'Jv"sz! _ ...__._.__.._ . _. __. _. Q_. _ ._._ ... .__._._. w _ _ 9_.7/__. . _. Phone#: ®� Email: ° CONTRACTOR INFORMATION: . Name: ll __.___...___._.._.. ___.. ._. /✓_ __LCL._...._... __-...t/✓�✓___�---__.....___..__.__..-._._.__...__.._...__.._..____.___......_.. .___...-_.._._._..._.__ ._... ....._.__..__._.._ .. Mailing Address: �� (� __... .-T! /��'__ .___._._..__........__._.-...._..._.__ Phone#: �y Email: ��,, 19 ._..__.____.. _..T/ .rIr_. i✓(j?./�f_ DESCRIPTION OF PROPOSED CONSTRUCTION . XNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $3m oo o Will the lot be re=graded? XYes XNO Will excess fill be removed from premises? XAr�r Yeso 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ 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. APPLICATIONISHEREBY 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 By(print nam . �j,/%t L (° i✓/`�� ❑Authorized Agent ❑Owner Signature of Applicant: .,. . Date: CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified in Suffolk County, COUNTY OF ) Commission Expires April 14,2 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this, . IL—clay of n (/L GV(/L, 20 � �]`I-� C�c-�i � Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 - -"Y : '11 f✓••P'� _ �` / _ - •iir _ fflj-- .:iy f"r••�„u .:pi,rrr r 'c'_ �— j7�i'fD•- _ •:•p Y•is•=�1 0a� /1• x•11•� �••L' l ry �;i G o t'rf..l .•� 1t/ ✓il - •i li i 1 Vt•• 1� '.'l�`1 .��7JJEf�13°:^'? �5 ,r'Se• 'Ti%•91@✓:L�S`7. 'lfll ,4:d',�7.//l'fp.$'7^sr+'.°• i,',.s'.'^il.'. '•all..',..�J3r,' "Sa',T..TM17..'S.�X,gZ^1,'^x^. .'3.'LS'PsT.�"'�1'•dna'".�1T,1213..........L:r'$fi.7yfg .;�i!b'�" �JJ'�� j• ) ; " � 1 BOARD OF SOUTHOLD TOWNTRUSTE //•i SOUTHO'LD,:NEW:YORK r 4 f� E:-PERMIT NO,9817 DATE':°1 EBRUARY 17 2021 `�: •111 :w••:':. - , _ e! _ 1• SUED O'`;':'VIN. ENT•�1VIATASSA�� `��' fr a r . .L^ Y ;. v. r. �R�``P.ERTY_ADDRESS: 20:SS� NDY=B�ACH<ROADGREENE:ORT - n�+ I e� 3ITM `000'=43=3:7 •LiV ,T Y: ' t•h F e+ �• AUTHORIZATION`:`, , ., 1. z: ` ;. P' rsuant�-to -the �rovsiori�"o� ;Glia`far''>>275°sof the•:Torvri'�:Code'of the of,�Sout'old an`d' \ u f wn: : P= p. :�.�.: •. - .moi:- :"t i.: .,:. }.::':�4,?';. - _ - -- e s;i.: aceord-n e:kith''theRes'ludo f-th oard of "s`"''''s`="a'do'�td`at`fhe'm et n``he1d:'n"'Feb';" a c o n,o, a 13 iu tee e o ru ry. 7, n \ f - - - cy:. yi r, n "1'' i"' 'i''cen._1Vlafassa` fi''"rrrs a eons•'d`"af•on�o `a' scat o 'rfeean"tHe.��samof�� 250`'QO:' i� ='V n t aril"sub"ect`to%t e, e - _ :�� x fix. � £ .1?R. �.• $ p:a,:��:bY. .�:- fr as: 1 '.BrfT_;�,:_ e':,•°.,u' .Condtl�ons.. .,stated':,an,;the":;Resolution--'•;the�So..tho dr:cTown, .oa d�R,o.�_ ruste. s<:a tli'orizes::ari ,- - '11 r - t..`C f .etlari`d>Perm .�to:construetra�:3� 'S.x" -fi`5. GOs fttrwotisto w 1 se back_ 0 .0:•� .I t Q 5.2 d € +ks G ri' p:. 1 1 - f• 1 - / •1 +t-s I \ v I : Y.f:� "2�' �x�20- k. � � vi>ard"o flieai al tiwetlarids'bounda� "°c'nst�ruct a'1 .0 dec attac>ied��o these �•a d, 0 �Y _ _ ae ,• :._,,. ,tel " ` d:�oftida7-wet ds� 6.0 . landaralion � �I t _ G r= r e' r dv `'.et�4r�er`nar�sfiV lie<sea� e. 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Glenn Goldsmith,President ®' softy. Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 5 Route 25 P.O..Box 1179 Eric Sepenoski ! OIL Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples a� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2019C Date: April 10, 2023 THIS CERTIFIES that the construction of a 30.5'x52' (1 546 Osq ft two-story dwelling(setback 102.0' landward of the tidal wetlands boundary)• construct a 12.0'x32.0' deck attached to the seaward side of proposed dwelling,(setback 96.0' landward of tidal wetlands boundary); install 6.0' diameter circular stairs on the seaward side of the proposed dwelling along the southeast corner of the proposed deck; install a±900 Oso ft driveway constructed of pervious material; install three(3) 8.0' diameter by 3.0' deep drywells fed by a series of gutters and leaders for the purposes of stormwater run-off containment from the proposed dwelling; install drainage to contain stormwater run-off from the driveway by installing a trench drain at the base of the proposed driveway which is to feed two(2) 8.0' diameter by 2.0' deep drywells to the east of the proposed driveway; and to install a septic tank and five (5) 8.0' diameter by 2.0' deep leaching pools with a 3.0' sand collar, 2.0' above groundwater,to service the proposed dwelling-, establish and perpetually maintain a 15' wide beach grass buffer adjacent to the wetland edge; At 920 Sandy Beach Road,.Greenport Suffolk County Tax Map#1000-43-3-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 21, 2020 pursuant to which Trustees Wetland Permit#9817 Dated February 17,2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 30.5'x52' (1 546.Osq.ft.)two-story dwelling (setback 102.0' landward of the tidal wetlands boundary)• construct a 12.0'x32.0' deck attached to the seaward side of proposed dwelling, (setback 96.0' landward of tidal wetlands boundary); install 6.0' diameter circular stairs on the seaward side of the proposed dwelling along the southeast corner of the proposed deck; install a±900 Osq ft driveway constructed of pervious material; install three(3) 8.0' diameter by 3.0' deep drywells fed by a series of gutters and leaders for the purposes of stormwater run- off containment from the proposed dwelling;install drainage to contain stormwater run-off from the drivewgy by installing a trench drain at the base of the proposed driveway which is to feed two(2) 8.0' diameter by 2.0' deep drywells to the east of the proposed driveway; and to install a septic tank and five (5) 8.0' diameter by 2.0' deep leaching pools with a 3.0' sand collar, 2.0' above groundwater, to service the proposed dwelling; establish and perpetually maintain a 15' wide beach grass buffer adjacent to the wetland edge. The certificate is issued to Donna E. Abrams &Michael J. Corso owner of the aforesaid property. # � 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION \ \ ` c p Z Division of Environmental Permits.Region 7 M SUNY 0 Stony Brook.50 Circle Road,Stony Brook NY 11790 0� k 1 P:(631)44403651 F:(631)444.0360 ~ www.dec.nSgov -- � "c TIDAL WETLANDS PERMIT REISSUANCE Vincent Matassa January 2,2018 63 Floral Ave Bethpage,NY 11714 Re: NYSDEC Permit#1-4738-04179/00001 Matassa Property,920 Sandy Beach Rd,Greenport,NY 11944 SCTM#1000-43-3-7 New Permit Expiration:4/1/2023 ARNO-DEP Dear Permittee: Q The New York State Department of Environmental Conservation(NYSDEC)has completed a review of your request to extend the above referenced permit. Pursuant to the Uniform Procedures Regulations(6 NYCRR Part 621),your permit is hereby extended with a new expiration date of Q O� Iy April 1,2023. The permit has been reissuedlextended for the maximum permit term(10 years). • p No future reissuances/extensions of the permit term can be granted. This letter is a modification to the original permit and must be available at the permitted site whenever y C authorized work is in progress. 7J yy O�ti H All other terms and conditions remain as written in the original permit. Q OnK 01 Si r 1 Susan V.Ackerman Deputy Permit Administrator cc: Suffolk Environmental Consulting.;BMHP;File `1,o � o rn CD w CD NEWYORK De=..Itof � Envimmrrental w Conservation J �, Uh t� O � N 00 O N o • o !b w o p O New York State Department of Environmental Conservation z� o Division of Environmental Permits,Region One SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790-3409 v Phone:(631)444-0404 J -Q 0 Fax:(631)444-0360 Website:www.dec.nv.cov Joe Mertens Commissioner �O April 2,2013 Mr.Vincent Matassa 63 Floral Ave. Bethpage,NY 11714 y Re: Permit No.:1-4738-04179/00001 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70,ECL)and its implementing regulations(6NYCRR,Part 621)we are enclosing your permit. Please carefully read all permit conditions and special permit rA d C= c/a conditions contained in the permit to ensure compliance during the term of the permit. b O If you are unable to comply with any conditions please contact us at the above address. y C 7� Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. 9� Sincerely, O r Gene R.Zamojcin Environmental Analyst GRZ/Is 03 ~sy � o CD w CD . rn 00 � w a\ cn J � rn o N 0• O N Alk G NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION =r �] Facility DEC ID 14738-04179 O b W O a O J C/l PERMIT Under the Environmental Conservation Law CL > Permittee and Facility Information b c Permit Issued To: Facility: VINCENT MATASSA MATASSA PROPERTY 63 FLORAL AVE 920 SANDY BEACH RDISC-IM 100-043-03-007 BETHPAGE,NY 11714 GREENPORT,NY 11944 (516)433-9293 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 I] td BRIDGEHAMPTON,NY 11932-2003 (631)537-5160 O l-' Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Greenport Facility Principal Reference Point: NYTM-E: 722.222 NYTM-N: 4554.182 Latitude: 41106'30.8" Longitude: 72121'12.5" t7 Project Location: 920 Sandy Beach Road - Watercourse-Sterling Creek d C • T Authorized Activity: Remove the.existing single family dwelling,accessory structures and abandon the O O existing sanitary system. Construct a new single family dwelling with accessory structures and sanitary system. All authorized activities must be in strict conformance with the attached plans stamped r� > Hifi ti "NYSDEC Approved"on 4/2/2013. (GRZ) SAP#1-09-014 O �O�n o1O� Permit Authorizations Z �1 Tidal Wetlands-Under Article 25 Permit ID 1-4738-04179/00001 New Permit. Effective Date:4/2/2013 Expiration Date:4/1/2018 CD rn CD w_ CD Page 1 of 7 ON J 00 to v� O N " O N Adh °c NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04179 G O • N � NYSDEC Approvale• ~ ~ ° ~ By acceptance of this permit,the permittee agrees that the permit is contingent upon strict O O. k compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SUSAN ACKERMAN,Deputy Regional Permit Administrator Address: NYSDEC REGION I HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BR OK,TJY 11790-3409 Authorized Signature: AL Date Distribution List �] O by SUFFOLK ENVIRONMENTAL CONSULTING INC Habitat-TW � EUGENE R ZAMOJCINoil Permit Components C7 c • T NATURAL RESOURCE PERMIT CONDITIONS O > �y GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS O �091( O1O NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Z NATURAL RESOURCE PERIVIIT CONDITIONS-Apply to the Following Permits:TIDAL WETLANDS 1.Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section Description of Authorized Activity.NYSDEC does not issue after-the4act or as-built permits.This permit does not authorize activities,or legitimize the existence of structures,which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Suffolk Environmental Consulting,Inc.dated 3/19/2013. CD `r]b a\ o w CD rn Page 2 of 7 J w 0 ' � J �10 rn O N ~ 00 O N 0 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION E' �] Facility DEC ID 14738-04179 o b W 0 (Ji z 3.Notice of Commencement At least 48 hours prior to commencement of the project,the permittee C)o and contractor shall sign and return the top portion of the enclosed notification form certifying that they k are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion 7y > of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work: O 4.Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 5.Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 6.Development Restrictions Reconstructed single family dwelling,accessory structure and septic system projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a)(1),(2),(3),(4),(5),(7),and Part 661.6(b): y l� The 75 foot minimum wetland setback requirement for all principal structures and all non- O water-dependent structures exceeding 100 square feet in area. - The 100 foot minimum wetland setback requirement for all components of the septic system. Q The requirement that all components of the septic system be installed at an elevation at least oil p� • O two feet above the seasonal high groundwater elevation for the site. - The 20%maximum adjacent area coverage limitation for impervious structures and surfaces. > C - The minimum lot area requirement for the construction of new principal buildings;20,000 square feet in areas with public sewers and 40,000 square feet in areas without public sewers. O O•rn - The 75 foot minimum wetland setback requirement for all hard surface driveways,roads, r Z parking areas and similar impervious surfaces exceeding 500 square feet in area. dy 7.Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools)shall be located a minimum of 2 feet above seasonal high groundwater. S.Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary,or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 9.Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event.All drywells shall be located a minimum-of 75 feet landward of the tidal wetland boundary CD 't7 10.No Drywelis in or near Wetland Dry wells for pool filter backwash shall be located a minimum k of 100 linear feet landward of the tidal wetland boundary. CD w_ Page 3 of 7 v w rn to � � rn O ' N 00 O N 0 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 0 'L7 Oy Facility DEC ID 11735-04179 R 0 11.Direct Runoff Away from Tidal Wetland and Buffer Roads,driveways,and parking areas shall Z td be graded to direct runoff away from tidal wetlands and protected buffer areas. ox w 12.Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of• �o �y NYSDEC-approved pervious materials. w CD p G1 X 13. Clean Fill Only All fill shall consist of clean sand,gravel,or soil(not asphalt,slag,flyash,broken `o v� concrete or demolition debris). �o 14. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48,hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. M No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 16.Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater y tZ ihan 25 feet seaward of the approved structure is prohibited. C' 17.No Construction Debris in Wetland or Adjacent Area Any debris or excess material from ^ construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 18. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. b O 19.Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or.expiration date of this permit,whichever comes O m oe� 01 first. /1 20. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to � Z-] escape into any wetlands or waters ofNew York State,nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 21. Precautions Against Contamination of Waters All necessary precautions shall betaken to preclude contamination of any wetland or waterway by suspended solids,sediments,fuels,solvents,. lubricants,epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials associated with the project. 22.No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 'C k � rn W cu Page 4 of 7 j w v O � N 00 00 O N _ o NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION o 'd Oy Facility DEC ID 14738-04179 G O 23.State May Require Site Restoration If upon the expiration or revocation of this permit,the z td x project hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may ' lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its = former condition. No claim shall be made against the State of New York on account of any such CD removal or alteration. a k 24.State May Order Removal or Alteration of Work If future operations by the State ofNew York require an alteration in the position of the structure or work herein authorized,or if,in the opinion of the Depal triment of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill,excavation,or other modification of the watercourse hereby authorized shall not be completed,the_owners,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill o j and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall O (:d be made against the State of New York on account of any such removal or alteration.' 25. State Not Liable for Damage The State of New York shall•in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations z undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no C) O� I claim or right to compensation shall accrue from any such damage. ►n C GENERAL CONDITIONS-Apply to ALL Authorized Permits: 01 ti 1.Facility Inspection by The Department The permitted site or facility,including relevant records,is Z subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Departments representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify,supersede or rescind any order r or determination previously issued by the Department or any of the terms,conditions or requirements '�.D contained in such order or determination. X w_ CD Page 5 of 7 J ON o ' N ~ 00 O N � o - NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION .. Facility DEC ID 14738-04179 G 0 UJ � Ch � 3.Applications For Permit Renewals,Modifications or Transfers The permittee must submit a Z x separate written application to the Department for permit renewal,modification or transfer of this C ry permit. Such application must include any forms or supplemental information the Department requires. �' Y Any renewal,modification or transfer granted by the Department must be in writing. Submission of — = applications for permit renewal,modification or transfer are to be submitted to: m CD O a x Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NYl 1790-3409 4.Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations:Tidal Wetlands. 5.Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority tp modify,suspend or revoke this permit. The grounds for modification,suspension or revocation include: y O td a. materially false or inaccurate statements in the permit application or supporting papers; � r n b. failure by the permittee to comply with any terms or conditions of the permit; 0 z ��\`S TOq C. exceeding the scope of the project as described in the permit application; c� • y �d C d. newly discovered material information or a material change in environmental conditions,relevanty technology or applicable law or regulations since the issuance of the existing permit; Q'TJ O e. noncompliance with previously issued permit conditions,orders of the commissioner,any y O�~ provisions of the Environmental Conservation Law or regulations of the Department related to O O�y 01 the permitted activity. M11 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. 71 y x O D C W � Page 6'of 7 J w CN cn � 110 rn vi to O � N 00 00 O N Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04179 O ►d W O C1 C) J NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS o Item A:Permittee Accepts Legal Responsibility and Agrees to Indemnification a k The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees, and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the permitteVs acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B:Permittee's Contractor's to Comply with Permit Q r—Z The permittee is responsible for informing its independent contractors,employees,agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Q C 0 Item C:Permittee Responsible for Obtaining Other Required Permits Uj d C I T The permittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of- Oro O way that may be required to carry out the activities that are authorized by this permit. Item D:No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the QAI/ riparian rights of others in order to perform the permitted work nor does if atithorize the impairment of Q Z t1l any rights,title,or interest in real or personal property held or vested in a person not a party to the r y permit. d 71 � b k O W CD Page 7 of 7 j W _ rn �o rn o � N 00 00 O N o Dra„n ;JTL MATASSA House Project Plan Date:3 q 2 ,] comm(� a,l f d1c suncc Situate: 920 Sm,dy Beach Road,Grccnport,M' PETaror-17+•• o u S •c•ors P.C.I.( Suffolk 11,nvironmental Consullin,-, Inc. SCrMN: 1000-43-03-07 revised I'Ptt k � af Distuance, Ienlearing,and 5a' N �oS 8 °�'Q1 •� �° Grading Q4, �, ""L,° A SURVEY OF PROPERTY W� w' IN THE VILLAGE.OF GREENPORT 100 00• e �QTOpw TOWN OF SOUTHOLD Q4, rSr�Ro SUFFOLK COUNTY, N.Y. 1000-43-03-07 Ra _ Scale: RAIN RUNOFF CON1864 s.fl. 'A �� — 40' HOUSE 8 DECK- 17 s.II. F �; .oDo• Zo SCALE- 1=30' TEST BORING 317142 I • 7.5=317 cu.l�. ? Q 1p Q �4 p'Yf e> �0 '�° JULY 24, 2012 by 812911 la G, 'J... PROM.2=7.5 VF. a [qS,Z O' Att G f01P 1da11oN 8/2982 PROVIDE 3 DW6 810•3'deep !''y O+yF quo I� 2012(FLOOD 1011111 O D' EL 6.9 or equal - 4 b%,, qF OCT118,2012(8.0 LI NIXED SAND h'c �-Q&'i �i/,/e/ ¢+tz 'Oc1.62A.2012 GeWlonc) d LOAM 0' r "R B, JAN.Id.2013 4ouWngcl Hy 4' �� ry °l ` o, 0 ` JAN,26,2013 OS'BUFFER! r-1 d 6 LAYEY -V@ MARCH T.1013ooc 3 IodQltl ) BROWN �,a) + ( ag! G BROWN FINE TO QO+!pll \� •r-, �\ COARSE SAND SW EL O.B oy�OJf. ay P* e!' HOUSE + a� r'FTR 0^ WATFA INBROWN V'V� i C y d as D. 4, FINE TO COARSE �! �'' / >s rrasm se�ot D.es r^ C • SAND SW ur aN _-- ._ -`_..r ca os• Vl y IS' - � r 40 � �y ,h6 _ Ara __ Ire•u+.mw. - NOTE- ,��0 ¢@ \ oC`gI- !o• 8r ryyyP c as S7 a,e E�.T �ir>,>:w" r Mt O > A SUBSURFACE SEWAGE DISPOSAL D.os• J� O�� SYSTEM DESIGN e P , C - CROSSECTION PROPOSED SEPTIC SYSTEM BYE JOSEPH FISCHETTI,P.E. o chi I-1000 9°I PRECAST.$t:PTIC TANK 1 1725 HOBART ROAD •!V _P, 5-B•Oc 2 DEEP LEACWNG POOLS WITH 3'SAND COLLAR SOUTHOLD,N.Y.11971 !Q \ Q O,tv z'ABOVE GROUND WATER 06 �� l am famfllar with the STANDARDS FOR APPROVAL AND CONSTRUCT/ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES �rs•. �� and W111 abide by the condillons set lorlh!herein and on/he ��..yy H ��.ql, i Q A, d•! Permit to construct. V �f'•�rbyA / GOD�! �!tS The locations of,weils and cesspools of- +BCW£ O shown hereon are from Ilald observations and or from data obtained from olhers. Qat' ry0 Therefore their locations and or existence ONE ,y'Y WETLANDS FLAG is not guaranleed. _ 'l• �^ Jr tJE wdtFR A A LAIB+WARD EDGE OF TIDAL WETLANDS AS �6 �n "!ef y O Y SUFE LK VIRON1�NrAl y'�5 � N Y S D E C 69g53��,r "saty�si -e ci�s,wco�isn�nf APPROVED AS PER TERMS H FLOOD ZONES FROM FIRM 36103CO176H(Seel.25 2009) f':�;;r+ sl ,� AND CONDITIONS OF ELEVATIONS AND CO TOUR LINES ARE RE ENttPERMR ED NO "!' B• lTj/�,,..,,>i aSTC..L//1/ w 85 TO NAVD �T � � ------'�•,'�a•••,� AREA=18,756 SO.FT. .r�,�,�`,:+�fi/ ® Limit of Clearing, -- � TOM LINE / nfS�`Eac NO. 49618 EXISTING DWELLING,ASPHALTO®�CRF ANY ALTERA R0Y OR ADDIROW TO nns SU Disturbance and Grading CONIC U YORS P.C. �] DRIVE NOT SHOWN HEREON TO OF SECDcr1 7209OF THE NEW YORK STATE (631) 765-5020 FAX(631) 765-1797 CD BE REMOVED EXCEPT AS PER SECRON 7209-SUBO119ON 2 ALL CER77RCA BONS P.O. BOX 909 EXISTING SEPTITO C . HEREON ARE VALID THIS MAP AND COPIES 7HERECIF ONLY IF ORFILLED IN SCDSPECSPOaASSEARE ��O� SVRtf� JO IRA VLERSREr *=PIPE D RE HE2E11971' 12-201 ' x o CD W CD N CT J W i J �O O, CJt 1Jc O � N 00 O N Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 3ho4o .1 T Owner: y i Gi�r�7 m -f'A-SSq Location of Property: _ q 2-0 �GW (z , . l�2e eN�o,e.7� Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following locations) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): �JG N.r M�'TA sSA Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 � ( "T, P , I UIL IN DEPARTMENT- Electrical Inspector d t ; FEB - 1 202? TOWN OFSOUTHOLD TOWN ofs fMW9i_Pall Annex- 54375 Main Road - PO Box 1179 rte ' z Southold, New York 11971-0959 � '• � .` Telephone (631) 765-1802 - FAX (631) 765-9502 '17$y ' - rogerrlc�r southoldtownny.gov - seand( -southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2/312022 Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pburnsjr@optonline.net Address: PO Box 1061 Southold,NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) Name:. Matassa Address: 920 Sandy Beach Road Greenport Cross Street: Landing Lane Phone No.: Bldg.Permit#: 46201 email: Tax Map District: 1000 Section:,_ . _ Block:, Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Underground Service,wire new residence Circle All That Apply: Is job ready for inspection?: YES / 0 Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All information required) Service Size 1 Ph3 Ph Size: . 200 A # Meters 1 Old Meter# NewServic ire Reconnect- Flood Reconnect-Service Reconnected n erground Overhead # Underground Laterals k.1 2 H Fram Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis �o��SQfFO�,f-`O G BUILDING DEPARTMENT-Electrical Inspector o y� TOWN OF SOUTHOLD ce Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 76571802 Temporary Certificate # I I7 Date Z17 2022 Customer Name MA-rA96A Electrician Name:'VIL Address�20 R. Elr. 'PpR Phone e-mail e-mail URAt—U.IZO QP1ONCAV. . N67 Ph'o.ne License# 38q7mie, Size d0 A Phase Overhead Underground_ 4� #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 day from the date above. Authorized by y., If ! BUIL SIN DEPARTIMENT- Electrical Inspector _zs- TOWN OF SOUTFIOLD awn Hall Annex- 54375 Main Road - PO Box 1179 T a C' Vb1/i+.l �uT d: r Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rrocisouthr�lcltorvnny.�ov -- seandsc�utholdtovvrlIy.grav APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 213 /2022 Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pbumsjr@optonline.net Address: PO Box 1061 Southold,NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) Name: Matassa Address: 920 Sandy Beach Road Greenport Cross Street: Landing Lane Phone No.: Bldg.Permit#: 46201 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Underground Service,wire new residence Circle All That Apply: Is job ready for inspection?: YES / 0 Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph3 Ph Size: 200 A # Meters Old Meter# N�Servlcire Reconnect- Flood Reconnect- Service Reconnected n erground Overhead # Underground Laterals 1 2 H Fram P01e Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis i • PERMIT# Address: c 77 Switches � Ila ( � Outlets' � �` 1' 7 ll � G FI's i Surface ( ' r 1'!ti Sconces HH s UC Lts I Fans'' I Fridge I HW 1 .I Exhaust° Oven W/D �� " � �-f Smokes DW Mini I Y Carbon Micro ( Generator Combo Cooktop ted/L,1F Transfer AC AH Hood Service Amps Have Used Special: �.�v 6�4_9"� .., C W 4�7 o Comments: //T - l � JAIt r r Title No. EU45902 LANDSTAR TITLE AGENCY I N C . 55 Cherry Lane,Suite 201,Carle Place,NY 11514 (516)336-2020 Fax(516)336-2025 Variance Search State of New York) County of Nassau) Richard Lipman, being duly sworn, deposes and says: That his business address is: 55 Cherry Lane, Carle Place, New York 11514 That he is Vice-President and Senior Counsel of Landstar Title Agency, Inc., a duly licensed New York State Title Agent. That under his direction, the title was examined to the parcels of land described on the annexed Schedule and labeled as parcels: A, B, C, D and E. THAT said examination was made to include April 12, 2021 and discloses said premises has been in single and separate ownership since November 19, 1963 as appears from . the Chain of Title annexed hereto. THAT this affidavit is made to assist the Board of Zoning Appeals to the Town of Southold and/or Village of Greenport to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof. The limit of liability under this certificate,for any reason whatsoever whether based on contract or negligence, shall not exceed the amount of$25,000.00 in the aggregate and shall be confined to the Town of Southold and/or the Village of Greenport. The limit of liability under this certificate, for any reason whatsoever whether based on contract or negligence, shall not exceed the amount paid for this certificate to all others. Richard Lipman Vice President—Senior Counsel Sworn to before me this qday ofd, 2021 AUDREY.E.O'BOYLE NotacY Publk,Skft aE N.w Yak Suffolc County,N9.010Ji85 W Tam Expires January 6,20 Title No. EU45902 PARCEL A: SUBJECT PREMISES ALL that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York being known and designated as a parcel on the southerly side of Beach Road. Also known and designated on the Real Property Tax Map as: District: 1000 Section: 43.00 Block: 03.00 Lot: 007.000 District: 1001 Section: 03.00 Block: 02.00 Lot: 003.000 PARCEL B: ADJOINING ON THE WEST (See herein) PARCEL C: ADJOINING ON THE EAST (See herein) PARCEL D: ADJOINING ON THE NORTH: Beach Road PARCEL E: ADJOINING ON THE SOUTH Sterling Creek Richard Lipman, being duly sworn, deposes and says that: His business address is 55 Cherry Lane, Carle Place, New York 11514 and that he is over the age of 21 years. That he is the Vice President and Senior Counsel of Landstar title Agency, Inc. That the above is the true description of the Subject Premises and the Adjoining Premises as shown on the variance search under the above captioned title number. E.-,,_e,Li Richard Lipman Vice President—Senior Counsel Sworn to before me this _day of May, 2021 plae� /ll- AUDREY.E.p'gpYLE / �+aY Mk aw of ' Title No. EU45902 PARCEL A: SUBJECT PREMISES ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Greenport, partially in the Incorporated Village of Greenport, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southwesterly side of Beach Road distant 100 feet southeasterly as measured along the southwesterly side of Beach Road from the easterly line of land of the Town of Southold; RUNNING THENCE from said point of beginning southeasterly along the southwesterly side of Beach Road on a curve which bears to the left having a radius of 446 feet for a distance of 100 feet; THENCE along other land now or formerly of Davis, South 42 degrees 52 minutes 20 seconds West, 217.70 feet to the ordinary highwater mark of Sterling Creek; THENCE northwesterly along said ordinary highwater mark of Sterling Creek on a tie- line bearing of North 65 degrees 49 minutes 10 seconds West, 83.57 feet to land now or formerly of Chauman and Preston; THENCE along said land North 38 degrees 46 minutes 40 seconds East, 212.50 feet to the southwesterly side of Beach Road, and the point or place of BEGINNING. Title No. EU45902 CHAIN OF TITLE for PARCEL A: District: 1000 Section: 43.00 Block: 03.00 Lot: 007.000 District: 1001 Section: 03.00 Block: 02.00 Lot: 003.000 Samuel Levine Liber: 4215 cp 37 Edna A. Brown Dated: 11/14/1956 To Rec'd: 11/15/1956 John A. Muir George G. Muir Correction Deed: Samuel Levine Liber: 4435 cp 461 Edna A. Brown Dated: 1/3/1958 To Rec'd: 3/7/1958 John A. Muir George G. Muir John A. Muir Liber: 4468 cp 391 George G. Muir Dated: 5/26/1958 To Rec'd: 6/5/1958 Robert Muir Robert H. Preston LaGrant Chapman Robert Muir Liber: 4869 cp 538 Robert H. Preston Dated: 8/29/1960 LaGrant R. Chapman Rec'd: 9/7/1960 To Curtis J. Davis Curtis J. Davis Liber: 5388 cp 71 To Dated: 7/20/1963 Richard H. Pollett Rec'd: 7/30/1963 Elsie Pollett, his wife Richard H. Pollett Liber: 12000 cp 87 Elise Pollett, husband and wife Dated: 7/6/1999 To Rec'd: 11/10/1999 Bruce Pollett Roger Pollett Susan Bonelli, each as to an undivided one-third interest therein, as tenants-in-common Title No. EU45902 (Parcel A continued) Carol Mohr-Pollett, as Executrix of the Liber: 12502 cp 725 Last Will and Testament of Dated: 1/29/2007 Bruce M. Pollett a/k/a Bruce Pollett Rec'd: 4/26/2007 a/k/a Bruce Michael Pollett, deceased to C. Mohr-Pollett, Trustee, under the Mohr-Pollett Living Trust dated September 11, 1998 C. Mohr-Pollett, Trustee of the Liber: 12574 cp 915 Mohr-Pollett Living Trust dated Dated: 10/10/2008 September 11, 1998 Rec'd: 12/15/2008 To Victoria Ann Beckert Nancy Carol Coleman, Trustees in trust under The C. Mohr-Pollet Irrevocable Trust dated October 10, 2008 Susan Bonelli Liber: 12662 cp 991 Roger Pollett Dated: 6/2/2011 Victoria Ann Beckert Recd: 6/16/2011 Nancy Carol Coleman, as Trustees of the C. Mohr-Pollett Irrevocable Trust dated October 10, 2008 To Vincent Matassa (Last Deed of Record) Richard Lipman, being duly sown, deposes and says that: His business address is 55 Cherry Lane, Carle Place, New York 11514 and that he is over the age of 21 years. That he is the Vice President and Senior Counsel of Landstar title Agency, Inc. That the above is the true description of the Subject Premises and the Adjoining Premises as shown on the variance search under the above captioned title number. etc,L-A k"�� Richard Lip an Vice President—Senior Counsel Sworn to before me this _ day of May, 2021 cpct 6rlv � Publk,Stow of Now York SuffoNc County,No.01 O 4850010 Tenn Expires January 6,2C)Z Title No. EU45902 CHAIN OF TITLE for PARCEL B: West District: 1000 Section: 43.00 Block: 03.00 Lot: 006.000 District: 1001 Section: 03.00 Block: 02.00 Lot: 002.000 Samuel Levine Liber: 4215 cp 37 Edna A. Brown Dated: 11/14/1956 To Rec'd: 11/1511956 John A. Muir George G. Muir Correction Deed: Samuel Levine Liber: 4435 cp 461 Edna A. Brown Dated: 1/3/1958 To Rec'd: 3/7/1958 John A. Muir George G. Muir John A. Muir Liber: 4468 cp 391 George G. Muir Dated: 5/26/1958 To Rec'd: 6/5/1958 Robert Muir Robert H. Preston LaGrant Chapman Robert H. Preston Liber: 5454 cp 11 LaGrant Chapman Dated: 11/8/1963 Robert Muir Rec'd: 11/19/1963 To William Lyons Agnes Lyons, his wife William Lyons Liber: 6216 cp 197 Agnes Lyons, his wife Dated: 9/2/1967 To Rec'd: 9/7/1967 George F. Sullivan Doris S. Sullivan, his wife Doris S. Sullivan Liber: 12044 cp 92 To Dated: 3/27/2000 Kim Chilton, as Trustee of Rec'd: 5/22/2000 the Doris S. Sullivan Greenport Residence Trust dated March 27, 2000 Kim Chilton, as Trustee of Liber: 12193 cp 151 the Doris S. Sullivan Greenport Dated: 6/5/2002 Residence Trust dated Recd: 6/21/2002 March 27, 2000 To Kim Chilton Title No. EU45902 (Parcel B continued) Judith Frank Glenn Sullivan, as tenants in common Kim Chilton, as to her Liber: 12212 cp 254 undivided one-third interest Dated: 9/5/2002 To Rec'd: 10/1/2002 Kim Chilton Edward H. Chilton Glenn Sullivan, as to his Liber: 12212 cp 255 undivided one-third interest Dated: 9/5/2002 To Rec'd: 10/1/2002 Kim Chilton Edward H. Chilton Judith Frank, as to her Liber: 12226 cp 946 undivided one-third interest Dated: 11/21/2002 To Rec'd: 12/26/2002 Kim Chilton Edward H. Chilton (Last Owner of Record) Richard Lipman, being duly sown, deposes and says that: His business address is 55 Cherry Lane, Carle Place, New York 11514 and that he is over the age of 21 years. That he is the Vice President and Senior Counsel of Landstar title Agency, Inc. That the above is the true description of the Subject Premises and the Adjoining Premises as shown on the variance search under the above captioned title number. L, L\ Richard Lipm n Vice President—Senior Counsel Sworn to before me this S�day of May, 2021 ALx-OLe7 ':?_� AUDREY E.O'BOYLE NoWy ruW Stow o1 Now Yak &Afok County,No.010 4850310 Tenn Expm immy 6, 20 2e;'� Title No. EU45902 CHAIN OF TITLE for PARCEL C: East District: 1000 Section: 43.00 Block: 03.00 Lot: 008.000 District: 1001 Section: 03.00 Block: 02.00 Lot: 004.000 Samuel Levine Liber: 4215 cp 37 Edna A. Brown Dated: 11/14/1956 To Rec'd: 11/15/1956 John A. Muir George G. Muir Correction Deed: Samuel Levine Liber: 4435 cp 461 Edna A. Brown Dated: 1/3/1958 To Rec'd: 3/7/1958 John A. Muir George G. Muir John A. Muir Liber: 4468 cp 391 George G. Muir Dated: 5/26/1958 To Rec'd: 6/5/1958 Robert Muir Robert H. Preston LaGrant Chapman Robert Muir Liber: 4869 cp 536 Robert H. Preston Dated: 8/29/1960 LaGrant R. Chapman Rec'd: 9/7/1960 To Curtis J. Davis Curtis J. Davis Liber: 5468 cp 547 To Dated: 12/6/1963 Bernard W. Haley Rec'd: 12/17/1963 Margaret E. Haley, his wife Bernard W. Haley Liber: 7371 cp 181 Margaret E. Haley, his wife Dated: 3/15/1973 To Rec'd: 4/2/1973 Margaret E. Haley Margaret E. Haley Liber: 10635 cp 42 To Dated: 12/2/1987 Vincent Joseph Matassa Rec'd: 6/30/1988 Vincent Matassa Liber: 10582 cp 141 To Dated: 12/2/1987 Vincent Matassa Rec'd: 4/14/1988 Deborah Matassa, his wife Joseph Tavano Josephine Tavano, his wife Title No. EU45902 (Parcel C continued) Vincent Matassa Liber: 11539 cp 239 Deborah Matassa, his wife Dated: 8/11/1992 Joseph Tavano Rec'd: 9/17/1992 Josephine Tavano, his wife To Vincent Matassa Deborah Matassa, his wife (Last Owner of Record) Richard Lipman, being duly sown, deposes and says that: His business address is 55 Cherry Lane, Carle Place, New York 11514 and that he is over the age of 21 years. That he is the Vice President and Senior Counsel of Landstar title Agency, Inc. That the above is the true description of the Subject Premises and the Adjoining Premises as shown on the variance search under the above captioned title number. Richard Lipman Vice President—Senior Counsel Sworn to before me this (o day of , 2021 AUI)REY E.O'BOYLE Notary Pubtk,S►ab of New Yak Suffolk County,No.010 48=10 Term 60m January 6,202Z Suffolk Environmental Consulting, Inc. Newman Village ® Suite E 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED March 15th, 2021 Building Department Town of Southold P.O. Box 1179 Southold, NY 11971 RE: MATASSA Property - Proposed development Situate: 920 Beach Road - Greenport, NY - 11944 SCTM#: 1000—043—03—07 To whom it may concern, This Firm represents the owner(s) of the subject property, who is seeking all required regulatory approvals to develop thereon in a residential manner. Attached herewith, please find the following; 1. Application for Building Permit, completed, signed and notarized, (one [1] original); 2. Property Owner Authorization, where the applicant is not the owner, (one [1] original); 3. REScheck Compliance Certification, (one [1] original); 4. Contractors Certificate of Workers Compensation Insurance, (one [1] copy); 5. Contractors Certificate of Liability Insurance, (one [1] copy); 6. Contractors Suffolk County Home Improvement License, (one [1] copy),- 7. opy);7. Contractors Certificate of Insurance Coverage Disability and Paid Family Leave Benefits Law, (one [1] copy); 8. Utilization of Truss/pre-engineered wood/timber construction form, (one [1] original) 9. NYSDEC Tidal Wetlands Permit, re-issued on January 2nd, 2018, (one [1] copy); 10. Southold Town Board of Trustees Permit,issued on February 171h, 2021, (one [1] copy); 11. Sanitary Site Plans, prepared by Joseph Fischetti, P.E., approved by Suffolk County Department of Health Services on February 12t11, 2021, (one [1] copy) and; 12. Architectural Plans, prepared by Robert James Higgins, last dated March 4111, 2021, (four [4] sets). Thank you for your time and anticipated cooperation regarding this application. Should you have any questions or concerns or should you require any further information to aid in the review of this application, please feel free to reach out to this Office at any time. Yours Truly, Robert W. Anderson (enc.) C.c. V. Matassa MYSIF Now York State lnsuranceTund 8 CORPORATE CENTER DR,3RD,,FLR,MELVILLE,,NEW YORK 11747-3129 nysif.com i CERTIFICATE"OF WORKERS,''"COMPENSATION WWRANC"E I 0 ,1;12850528 SCHERILL-O.&>SONS:CONSTRUCTION CORP DBA f'RESTIGE•CUS'tbM BUILDERS; Qi 7�PUMPKIN STREET EAST NO.RTHP.ORT NY 11731 SCAN;TO VALIDATE ti. ;AND.:SUBSCRIBE., : ._POLICYHOLDER, "CERTIFICATE"HOLDER SCHERILLO&:SONS CONSTRUCTION CORP" TO WN.OF,SOUTHOLD-BUILDING'DEPT DBA;PRESTIGE.CUSTOM BUILDERS' TOW N,HALLANNEX,54375 MAIN RD 7 PUMPKIN STREET PO:;BOX 117.9 EAST NORTHPORT NY 11731 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER 9LICY,,PERIODr DATE 1;,1,090 155-1 206493 .08/2.112020 'TO 08/2112021. _ 3%1.0/2021 THIS, IS: TO .CERTIFY THAT T:HE"POLICYHOLDER:.NAMED ABOVE.IS INSURED:WITH THE NEW YORK STATE-INSURANCE UND Il1NDER" POLICY NO. 1090 155=1, COVERING' THE `ENT;IRE>OBLIGATION OF' THIS-`POLICYHOLDER 'FOR •WaRKERS' ;COMPENSATION; UNDER THE ;NEW"YORK WORKER'S` COMPENSATION LAW WITH RESPECT TO ALL .OPERATIONS IN THESTATE OF'NEW YORK, EXCEPT AS INDICATED.BErL01N,.'AND,•WITH RESPECT TO AT 'OUTSIDE OF NEW YORK, TO THE•POLICYHOLDER'S;REG`ULA. .NEW YORK STATE EMPLOYEES ONLY. IF'YOU.WISH TO RECEIVE NOTIFICATIONS REGARDING SAID,;POLICY,.IN000DI(dG ANY,NOTIFICATI,QN OF CANCELLATIONS,, OR'TO VALIDATE THIS CERTIFICATE,,VISIT WEBSITE:AT HTTPS:/lWWW.NYSIF:CO.IWCERTlCERTVAL ASP THE`NEIN YQRK,STATE INSURANCE•FUND:IS"NOT,LI'ABLE.IN THEEVENT OF "FAILURE,TO-.GIV•E SUCH NOTIFICATIONS." THIS,POLICY,DOES:NOT COVER CLAIMS OR SUITS'THATARISE FRgM"BQD,fIY'INJURY.SUFFERED'BYTHE`OFFIQERS OF THE INSURED�CORPORATION. ' JOHN PISCHERILLO`PRESIDENT' i OF;A ONE'PERSON:.CORPORATION_ ;scHERiLLo&:SONS"CONSTRUCTION CORP THIS CERTIFICATE"1S".ISSUED AS A MATTER OF 'INFORMATION.ONLYAND;CONFERS NO RIGHTS _NOR;INSURANCE COVERAGE' UPON, THE CERTIFICATE. HOLDER. 'THIS CERTIFICATE DOES; NOT AMEND; EXTEND .OR ALTER THECOVERAGE AFFORDED BY'THE•POLICY, " i :NE.iN YORK STATE INSURANCE FUND DIRECTOR,INSURANCE:FUND UNDERWRITING VAL--IDATIO_N:NUMBER: 163227818. U-26,3" i SCH ER-1 OP IDO VM ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDDlYYYY) 03/1012021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 631-864-1111 C NTS.CT Bagatta Associates, Inc. Bagatta Associates,Inc. PHONE 631-864-1111 FAX 631-864-8274 823 W Jericho Turnpike Ste 1A (A/C,No,Ext): (A1C,No): Smithtown, NY 11787 ADDRESS:pg(;_Dagatta.com Bagatta Associates,Inc. INSURERS AFFORDING COVERAGE NAIC q INSURERA:Admiral Insurance Company INSURED INSURER B: Scherillo&Sons Construction Corp. Prestige Custom Builders INSURER C: 7 Pumpkin Street East Northport,NY 11731 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR NSD D M IDDr (MMIDDIYYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ®OCCUR CA00004048801 01/03/2021 01/03/2022 DAMAPREMISETo RENTED $FS(Ea oc 300,000 MED EXP(Any oneperson) 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2'000'000 POLICY ❑JECT F—]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: I I Emp Ben. 1,000,000 ND AUTOMOBILE LIABILITY (CEO,acccidentSINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) OWNED SCHEDULED AUTOS ONLY AUTOS -BODILY BODILY INJURY Per accident $ AIJTO�ONLY AUTOS ON � PPe�.ccRdent AMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER STAT T 0TH- E ER AND EMPLOYERS'LIABILITY Y!N ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICERIM9M< R EXCLUDED? N!A ( andatory n ) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS!LOCATIONS!VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) As pertains to insured's operations. CERTIFICATE HOLDER CANCELLATION SOUTHHB SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold Building Dept Town Hall Annex 54375 Main Rd. P.O. Box 1179 AUTHORIZED REPRESENTATIVE Southold, NY 11971 ACORD 25(2016103) O 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD y . 5. ePt:', . - guffolk,CourltiY°d umer�pffairs • `Co'sis.;.. t; j LICENSE HOME:Ifv1FR „ L Name ka e. ULl AN-SCHERtI O CORP x, tLCO'&SONSDOANS;fRi'1GT!�N. , This cerlil s'tlicense tenseSGHER bearer,ls duly Of'suftotk 23601 by the County. „ License Nurriber: '- , issued: 0814111995:: • Expires: OSfOT12021 ", ji Consmisswrier a s t h y � S +s t +i { i YORK workers CERTIFICATE OF INSURANCE COVERAGE sraTe= Compensation Board, DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured SCHERILLO AND SONS CONSTRUCTION CORP DBA PRESTIGE CUSTOM BUILDING 631-858-1580 7 PUMPKIN STREET EAST NORTHPORT,NY 11731 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 112850578 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of South hold-Building Dept. Town Hall Annex 54375 Main Rd. 3b.Policy Number of Entity Listed in Box"1 a" PO Box 1179 DBL424291 Southhold, NY 11971 3c.Policy effective period 01/01/2021 to 12/31/2021 4. Policy provides the following benefits: ❑X A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. 3/11/2021471'¢`w Date Signed y (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 5B of Part i has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) III IlI1 �� 1111111111111111111IIIIIII DB 120.1 (10-17) - Generated 'b REScheck-,�/eb Software Y ' CJ( Compliance Certificate Project matassa residence Energy Code: 2018 IIECC Location: Greenport, New York Construction Type: Singlerfamily Project Type: New Construction Conditioned Floor Area: 1,222 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: beach rd vince matassa robert higgins greenpost, NY robert higgins architect 50,hidden acres path wading river, NY 11792 Compliance: 4.6%Better Than Code Maximum UA: 414 Your UA: 395 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. A DOES:NOT•provide an•estimate of energy use.or cost relative to a minimum code home. Envelope Assemblies ea Cavity Perimeter R-Value 1 Ceiling: Flat Ceiling or.Scissor Truss ,222 30.0 0.0 0.035 43 Ceiling 1: Flat Ceiling or Scissor Truss 323 30.0 0.0 0.035 it Wall:Wood Frame,.16" o.c. 2,970 21.0 0.0 0.057 139 Door: Glass Door(over 50%glazing) 192 0.300 58 SHGC: 0.30 Window:Wood'Frame 345 0.300 104 SHGC: 0.30 1,222 30.0 0.0 0.033 40 .Floor:All-Wood,joistfrruss Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculationssubmitted.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. Robert Higgins-Architect "'� 3/9/2021 Signature Date Name-Title Project Title: matassa residence Report date: 03/09/21 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 20-18 IECC Requirements: 97.0% 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 item.ized-.ima,separate table, a.reference to thatta.ble is provided. Section Plans veelfied Field verified C®,ri�gslles� Comments/Ai;sumptions- I ire-InspeWOnIk ine Review" ..value valale & Re .IC9� 103.1, :Construction drawings and OComplies Requirement will be met. 103.2 'documentation,demonstrate ;' ODoes Not [PR111 energy code compliance for the "Not Observable 3; building envelope.Thermal = ONot Applicable envelope,represented on construction documents. 103.1 1, Construction drawings and 0complies Requirement will be met. 103.21 documentation.demonstrate Does Not 403.7 energy code compliance for E]Not Observable [PR3J1 lighting and mechanical systems _ONot Applicable `Systemsserving.multiple dwelling units must demonstrate compliance with the IECC _ _Commercial.Provisions. ----- 302.1;.)= Heating and cooling equipment is`Heating: Heating: OComplies :Requirement will be met. 403:7::.;L';:'-�sized per ACCA Manual S based Btu/hr Btu/hr ODoes Not ,I' "t":;on"loads calculated per RCCA Cooling: Cooling: [E]Not Observable nual J or other methods Btu/hr Btu/hr ONot Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) _ Project Title: matassa residence Report date: 03109/21 Page 2 of 9 Data filename: 7 71777: section 7 7 i C6mmentrJ/AcJsurnp4lons 1. Foundation Inspection Complies. _ &Rei.ice!. '" ' _: : . ,•, _ ____ 303:2:1 �A protective covering is installed to ,C7Complies Requirement will be met. : protect exposed exterior insulation ❑Does.Not and extends a minimum of 6 in.below ONot Observable grade. ONot Applicable 403;9. Snow-and ice-melting system controls,Complies Requirement will be met. F012]? _, installed. ODoes Not :[]Not Observable E]Not Applicable {Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3:.Low Impact(Tier 3) ^ Report date: 03/09/21 "Project Title: matassa residence Page 3 of 9 Data filename: 77 71, Secti®n � pians V64fied,-. FIel :Verified: Fratrsing I!,6nspiecti®n' Coi ipgies. { Comments/Assumptiops c c R q.ID :ala-s-'-�.-_ �laiu.e � 402.1.1, Glazing U-factor(area-weighted U- U- :[]Complies See the Envelope Assemblies 402.3.1, average). ❑hoes Not table for values. 402.3.3, '❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products':° :;':,:.,.,_:,. r`77777;,-;; `'"'❑Complies Requirement will be met. [FR4]1 are determined in accordance: ❑Does:N'ot with the NFRC test procedure or []Not Observable .taken from the default table. --,[]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. _ .❑NotObservable• . ❑Not Applicable 402.4,3 Fenestration that is not site built ❑Complies [FR20]l is�listed and labeled as meeting El Not AAMA/WDMA/CSA 101/I.S.2/A440 '<:❑Not Observable or has infiltration.rates.per NFRC 400'that do not exceed code -❑Not Applicable , limits. IC-rated.recessed-li-lighting fixtures ', ,; - ':`:;;' ,.; °?✓ ❑Complies Requirement will•be met. 402,4;5,` 9 9 sealed at housing/interior finish '° ❑Does Not and labeled to-indicate s2.0 cfm ❑Not Observable " leakage at 75 Pa. []Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >='R-8 where duct is ❑Does.Not >=3 inches`in diameter and>_ ❑Not Observable R-6 where < 3 inches. Supply and Y 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 'Ducts,air`handlers and-filter ' Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not J joints/seams compliant with ;,: ;: = „` ❑Not.Observable International Mechanical Code or ❑Not Applicable International Residential Code, as; : __ applicable. -- 403.3:'5 _- Building cavities are not used as ❑Complies —'Requirement will be met, EFR1513,_, :ducts or plenums. ❑Does Not " ❑Not Observable Lfir`••` - ��__- —. ❑Not Applicable 03�4 HVAC,p iping conveying fluids R R ❑Complies Requirement will be met.;above 105 gF:or-chilled fluids []Does Not , below 55 9F are insulatedto>_R- :❑Not Observable ❑Not.Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 'piping. ❑Does Not .,[]Not Observable J []Not Applicable �:4-03_,-5,3r,_;;Hot water pipes•are-insulated.to R- R R ❑Complies- Requirement wilt be.met. [F18]z.°:' ?R-3. ❑Does Not .❑Not Observable []Not Applicable 403;:6, Automatic or gravity dampers are ❑Complies Requirement will be met. installed on,all outdoor-air• r❑Does:Not intakes and exhausts. ❑Not Observable „DNot Applicable 1 High Impact(Tier 1) 2- Medium impact(Tier 2) `,3, Low Impact(Tier 3) Project Title: matassa residence Report date: 03/09%21 Data filename: Page 4 of 9 Additional COmments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3"" Low Impact(Tier 3) Report date: 03/09/21 Project Title: matassa residence Page 5 of 9 Data filename: pl_anS Veii$i6 1 Field; erified ®rnp1,eS?"".. t'.-Coliirnents/ASSuPnp$1®n5', tnsulat�on Inspec#i®n Value �Jalue &Req D �" 303:1= All installed in is labeled =.[]Complies Requirement will be met. or the installed R-values Does Not provided. Not Observable ,'ONot Applicable R_. ^,{]Complies see the Envelope Assemblies 402.1".1, :Floor insulation R-value. Wood 0Does Not 'table for values. 402,2.6 Wood [IN1]1 [) Steel ❑ Steel (]Not.Observable ' []Not Applicable Floor insulation'installed.per []Complies Requirement will be met. 303.2, Does Not 402.2.8 manufacturer's instructions and [IN2]1 in substantial contact with the inNot Observable underside of the subfloor, or.floor E1Not Applicable 'framing cavity insulation is in ,contact with the top side of sheathing,or.continuous insulation is installed on the underside of floor framing and extends trom the bottom to the top of all perimeter floor framing members. see"the Envelope Assemblies" R_ ElComplies W.all insulation.R value.If this is a. R- Wood []Does Not :table for values. 402.2.5, 'mass wall with at least 1/2 of the Wood �. 402.2.6 wall insulation on the wall Mass Mass ;[]Not Observable [IN3]1 exterior,the exterior-insulation 0 steel Q Steel ;ONot Applicable requirement applies(FR10'). 303.2 Wall insulation is installed per %]Complies ,Requirement will be met. [IN4]1 manufacturer's instructions. []Does Not . ; Not Observable Not Applicable Additionat-Comments/Assumptions: 11 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report date. 03/09/21 Project Title: matassa residence Page 6 of 9 Data filename: {{�S.eco®n .PlansVeirified ''Fieid'Veriffiesi,' Final,inspection PYOYISlOF1S � iU Cd .�ii�5? COn7171�n$S/�SSUnt�$IOnS 4aiU� 402.1.1, :Ceiling insulation,R-Value. R- R- ;❑Complies See the Envelope Assemblies 402.2.1, Wood F1 Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 ❑Not Applicable [Fill' 303.1.1.1, Ceiling insulation installed per_ []Complies Requirement will be met. 303.2 manufacturer's instructions. "'•.`"_`' '' 101)oes Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ftz. :;❑Not Applicable -!V nted attics with air permeable s :'❑Complies Requirement will be met. 402:2 3 e [F1221z :'insulation include baffle adjacent :❑Does'Not rto soffit and eave vents that < ❑Not Observable -'extends over Insulation. J, ;-❑Not Applicable 402.2.4 Attic access hatch and door i R- _ R- ❑Complies Requirement will.be met, [FI3]1 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]1 ach in Climate Zones 1-2, and ,Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to y cfm/100 cfm/100 ❑Complies ;Requirement will'be met. [F127]1 determine air leakage with ftz ftz ❑Does Not either: Rough-in test:Total []Not Observable leakage measured with a ❑Not Applicable :pressure differential of 0.1 inch .w.g. across the system including 'the manufacturer's air handler enclosure if installed at time of test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. - 403.3.4 '.Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies 'Requirement wiiLbe met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑.Does Not <=3 cfm/100 ft2 without air ;❑Not Observable handler @ 25 Pa. For rough-in ❑Not Applicable tests,verification may need to _ occur during Framing Inspection. 403.3.2.1^ :Air handier.leakage designated, ❑Complies ;Requirement will,be met. [FI24]1 by manufacturer at<=2%of ❑Does;Not design airflow. ❑Not Observable ❑Not Applicable Programmable thermostats ❑Complies Requirement will be met. 40'i:1'. Pro g [F19]3.' ,'installed for control of primary ', i `❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑Not Applicable code specifications. 403 1 2. at pump thermostat installed r ❑Complies Requirement.will be met. €[FI10]z. on heat pumps. ,[]Does Not `` ❑Not Observable ❑Not Applicable --- - 1 ^�- :❑Complies Requirement will be met. 403.5.1 Circulating service hot water [FI11]z systems have automatic or. ;❑Does Not accessible manual controls. []Not Observable ❑Not Applicable I - ----- -_ �1 HigImpact(Tier 1) 2 Medium Impact(Tier 2) =3. Low Impact(Tier 3) h �. Project Title: matassa residence Report date: 03/09/21 Data-filename: Page 7 of 9 Pians_Verified Pie9t➢Ver Complies?:Complaes? .. •.Comrrieritst�ssumptioris Final.9nspecillon Provisions Value Value; 403.6;1' :All mechanical ventilation system ❑Complies Requirement will be met. [F125ja. fans not part of tested and listed ❑Does Not ;HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table ❑Not Applicable R403.6.1. 403,2 ^-Hot water boilers supplying heat []Complies Requirement will be met. [FI26]z, through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable ( ,con trol to lower boiler water ❑Not Applicable I - temperature based on outdoor temperature. 403.5.1:T Heated water circulation systems ❑Complies Requirement will met. [FI28]? have a circulation pump.The ❑Does Not system return pipe is a dedicated DNot.Observable return pipe or a cold water•supply ❑Not Applicable pipe. Gravity and thermos- "syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand:within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.T:2 Electric heat trace systems -❑Complies Requirement will be met. [FI29]? comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the. °❑Not Applicable heat tracing to maintain the desired water temperature in the _piping. _ — — 403.5 2 Demand recirculation water Complies Requirement will be met. {FI30jz•. systems have controls that Does Not manage operation,of the.pump :-❑Not Observable and limit the temperature of the ❑Not Applicable water entering the cold water (( piping to<= 1044F. _ — –� L�:_ -- ❑Complies Requirement will be met. 403:5.4 ..'Drain water heat recovery units ❑Does Not [F131]? ,tested in accordance with CSA B55.1.Potable water-side. ❑Not Observable pressure loss of drain water heat ` ❑Not Applicable recovery units <3 psi for 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 ❑Complies .Requirement will be met. [FI6]1 fixtures have high efficacy lamps. Does Not _[]Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ;❑Complies Requirement will be met. [F123]3 .no continuous pilot light. ❑Does Not = ❑Not Observable ❑Not Applicable_._ Compliance certificate posted. ❑Complies Requirement will be met. P ❑Does Not [F,17]z ❑Not Observable El Not Applicable 1 High Impact(Tier 1) medium Impact(Tier 2) 3: Low Impact(Tier 3) \ Report date: 03/09/21 Project.Title: matassa residence Page 8 of 9 Data filename: r ReADi Plans.11eri flFi®Id\lerified ®mp9ies? 1. CoriirnenAs/Assumptions #' Final Inspection.Provisions II !/silos Value ❑Complies Requirement will be met. 303.3. ` Manufacturer manuals for ;)]Does Not [FI18]3. mechanical and water heating ; :,systems have been provided. ; ,[]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Z: Medium Impact(Tier 2) 3- Low Impact(Tier 3) Report date: 03/09/21 ProjectTit[e: matassa residence Page 9 of 9 Data filename: __NO201.8 IECC Energy Efficiency Above-Grade_Wall 21.00 Below-Grade Wall 0:00 Floor 30.00 Ceiling / hoof 30.00 Ductwork(.unconditioned spaces): Glass& Dbor'Roting GC Window 0.30 0.30 Door 0.30 0.30 Heating System• Cooling System: Water Heater: Name: Date: Comments I Generated by REScheck-Web Software Compliance Certificate r)) t G 1� H W/ Project Corso Residence JAN 0 9.2023 Energy Code: 2018 IECC �bUIlLl9lvGDEPT. LD Location: Southold, New York �WNOFS®DEPT Construction Type: Single-family UTHOLD Project Type: New Construction Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area: 4,638 ft2 Glazing Area 21% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Beach Road Michael Corso Brett Kehl Greenport, NY 11944 Beach Road Kehl Design Assoc. LLC. Greenport, NY 11944 265 jasmine Lane 914-907-9733 Southold, NY 11971 corso322@gmail.com 631-433-9084 ssbn654@optonline.net compliance- s UA trade-off' Compliance: 0.5%Better Than Code Maximum UA: 554 Your UA: 551 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area . . Prop. Assembly Perimeter Ceiling:Cathedral Ceiling 1,789 49.0 0.0 0.022 0.026 39 47 Wall:Wood Frame, 16"o.c. 1,081 29.0 0.0 0.049 0.060 42 52 Orientation: Front Door: Glass Door(over 50%glazing) SHGC: 0.26 40 0.300 0.320 12 13 Orientation: Front Window:Wood Frame SHGC: 0.31 176 0.290 0.320 51 56 Orientation: Front Wall 1:Wood Frame, 16"o.c. 721 29.0 0.0 0.049 0.060 30 37 Orientation: Left side Door 2: Glass Door(over 50%glazing) SHGC: 0.26 18 0.300 0.320 5 6 Orientation: Left side Door 2:Glass Door(over 50%glazing) SHGC:0.26 18 0.300 0.320 5 6 Orientation: Left side Project Title: Corso Residence Report date: 10/19/21 Data filename: Pagel of 2 Prop.Gross Area Req. Prop. Assembly or Cavity Cont. Perimeter R;-Value R-Value U-Factor U-Factor UA UA Window 1:Wood Frame SHGC: 0.31 69 0.290 0.320 20 22 Orientation: Left side Wall 2:Wood Frame, 16"o.c. 1,081 29.0 0.0 0.049 0.060 32 39 Orientation: Back Door:Glass Door(over 50%glazing) SHGC: 0.26 187 0.300 0.320 56 60 Orientation: Back Window:Wood Frame SHGC: 0.31 241 0.290 0.320 70 77 Orientation: Back Wall 3:Wood Frame, 16"o.c. 741 29.0 0.0 0.049 0.060 35 43 Orientation: Right side Window 2:Wood Frame SHGC:0.31 24 0.290 0.320 7 8 Orientation: Right side Basement: Other Orientation: Front Wall height: 9.0' 468 0.057 0.059 20 28 Depth below grade: 7.8' Insulation depth:9.0' Basement 2:Other Orientation: Right side Wall height: 8.8' 268 0.570 0.059 91 16 Depth below grade: 5.2' Insulation depth: 8.8' Basement 3:Other Orientation: Back Wall height: 8.8' 468 0.057 0.059 23 28 Depth below grade: 5.2' Insulation depth: 8.8' Basement 1: Other Orientation: Left side Wall height: 8.8' 268 0.057 0.059 13 16 Depth below grade: 5.2' Insulation depth:8.8' 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. Name-Title Signature Date Project Title: Corso Residence Report date: 10/19/21 Data filename: Page 2 of 2 SURVEY OF PROPERTY 1/4"PER FOOT MIN.PITCH 1/8•FEB FOOT NN. IN GREENPORT • MIN.a DIA.SANITARY PIPE PVC WASTE UNE �R E -TOWN OF SOUTHOLD SOR 35 WATER TIGHT FAME 8 COVER HOUSE CON CF EYE COLLAR W/APPROVED LOCKING DEUCE F.F.EL Tao, TO WEIGH 50 LBS WN.OR 20- SUFFOLK COUNTY, N.Y, C TO'rPER ENO PLUG SECONDARY SAFE iT 1) BOX LCNCRETE COVERS UOS/l1EV.CFS TO BE PROVIDED BELOW 44A1k- 1000-43-03-07 EL 6.0' B.0• _ B'rr..h. 1'MfM �.: i ,; ,w,>c BE�4� ,.M,N. SCALE.- 1=30' 4•SOP n� I. 2'AraX 51 ARS z•MAA' JULY 24, 2012 CLEAN CUT 7.e' �3. I.E.... ,.E. � IL7.�G4:;.::::s. _ r�:a:•:® JANUARY 8, 2013 (SOUNDINGS) I.E. G.` - FLOW - 5.D• _:; NOVEMBER 18, 2019 (PROPOSED BUILDING) UNE _ a •: ?.D' :�1'G. 12 D• �u=,=,-_- JANUARY 15, 2020 (SITE REVISIONS) t IITARY SYSTEM DESIGN (51 LEACHING GALLEYS f2•D EP) SEPTEMBER 2, 2020 (PROPOSED BUILDING) �'GALLEYS(2 LEEP) 2.O MIN. f0W 194 P A:GR TC EDROOMS FLU GLENN - L--� WATER-----------,=i-E�f��-Y m J ro a.,>:a Rwc JANUARY 20, 2021 (W PROPOSE FLAGS)) fiD (2J EXPFNsIMANDS CLEAN CEN-5 = 450 GPD �' — o r0" �I,r= _v El-to, FEBRUARY f0, 2021 PROPOSED SE EXCAVATE ALL UNSUIrABLE sou _ "HYING BACKFILL MATERIAL TO BE CLEAN SAND k GRAVEL - - 2' DEEP LEACHING GALLEYS LEACHING POOL DETAIL 2' DEEP EXPANSION GALLEYS FUJI CLEAN CEN-5 SANITARY SEPTIC SYSTEM PROFILE SURFACE SEWAGE DISPOSAL SYSTEM N.T.S. IGN BY: EPH FISCHETTI, P.E. 5 HOBART ROAD LU`'CRLTE RHOLD, N.Y. 11971 'COLLAR 2'" srDPPfR END OR PLUG CJ N RISER k COVER 'T HOLE DATA neER awr �O�J °FICC/NOS VALD GEOSCIENCE PACK/NG ��j \P°BL/C wK?E9 4 B-29-2012 / EL3.7' Of SEVER PIPE) OF 0 MIXED SAND&LOAM erMCAL) 00 �eL/c Y' PVL PIPE SOROJ5 �O Cl Jd OD. fOrCq/N S ' ¢' DfND �OF P �ffr BROWN CLAYEY SAND SC TO S6PnC } EL 6.4' R�gq 4LgMfNr RQ®w FROM DWIIING TANK ,- —4f EX[SnNG(3)CESSPOOLS TO DD• BE PUMPED.FILLET:.A: / ABANDONED AS PER SCOHS O.60°PVC WYE--/ 0 TO PVC p.W4Y \10 REQUIREMENTS. HIGHEST LP EXPECTED GROUNDWATER HOUSE ADAPTOR 2 DO' 1S 6.1' JLT CEl 6.9' L O/i R OJ EL3.9' G.T.•a[T[rAp n f / S P WATER IN BROWN FINE TO CLEAN OUT DETAIL fCA,VAr,AU'ANC I EX @ QQ44 cpvraas o LP LP �• 8) oP TRENCH COARSE SAND SW DRAIN EL b2• 16• DW 7' 0 , WATER W 1J' ,tG �' rp cucrr METER WATER ENCOUNTERED 6.1'BELOW SURFACE STAKE DW` FLFOD ZONE LPZ y G� SET Z'' SV• ti 2 ti' ; _ ATIONS REFERENCED TO NA IID 88 DW ^OAJ JQ. �FL6. \ DEEP DRYW61 303' 1E ARE NO DOMESTIC WATER WELLS WITHIN 1� 6.9' A yOJ�Se I 60 g I OF PROPERTY zsa r0p•w� o A`,f S FO,Q )D ZONE FROM FIRM 36103CO176H \��;J° II�N S<e 1 010 s�O 70 004' ^ a $py WATER I - PROs. , Effective Dote: September 25, 2009 t d.1§1c �4 Si^° t,o9 -0. p p SCOCE On V RUNOFF CONTAINMENT L70. Dw ISE & DECK = 1930 SQ.F7. ELG.6• �''C� FFN 21 r7y b O X 1 x .17 = 328 CU-Fr. D °• P /42.2 = 7.77 V.F. r NIDE 3 DWs 8'0 X 3' DEEP pSTAKE R, t3O s7aRs VEWAY DRAINAGE. yrb i ZONE x \ EL6 OFF PL 03 VEWAY = 900 SQ.FT. 3" X 5" AREA FOR STAMP 9 X 1 X .17 = 150 CU.FT. REQUIRED WETLALANDWARO EDGE OF TIDAL Q�yp R• n (2) 8'0 X 2' DEEP OWs = 168'8 CF PROPOSED SUFFOLK NR DELINEATED BY . SUFFOLK ENRIONC.ON EL6.J• CONSULTANTS.INC.ON 9/74/12 m WLF / �s• �G p D R4SSfgC ELo.4' S Y tt e Ff O' FLOOD ZONE LINE ��i// = REBAR C o-." F so/ = WELLxf VLC4 „f DRffNP G, = STAKE RICH Wq ORr ` N - TEST HOLE j 6,9 s °� L% 6) WLF' lS rF�� ((�� F�IS pp LS T� = PIPE o� # B wLF r ly V j = MONUMENT AN — FEB 17 V1 WETLAND FLAGa 8g g6' LCW't/TITER = FLOOD ZONE UNE ----7---== PROPOSED CONTO( D Southold Town - = WETLANDS LINE r Board of Trustees )CATIONS OF WELLS AND CESSPOOLS S� w�7Q APEaRO`�� , 'HEREON ARE FROM FIELDB _ VATIONS AND OR FROM DATA OBTAINED OARD OF I RU!,TEES OTHERS. THEREFORE THEIR LOCATIONS TOWN CF SOU HOLD R EXISTENCE IS NOT GUARANTEED. amilior with the STANDARDS FOR APPROVAL AND i RUCTION OF SUBSURFACE.SEWAGE DISPOSAL DATE �pRy f7 Zo?a / °�_� 4S FOR 57NGLE FAMILY RESIDENCES and will 5y the conditions set forth therein and on the i to construct. The location of wells and o/s shown hereon ore from field observations from data obtained from others. I 9 r AREA=18,9,756 SO. FT. ``G" "� LTERA77ON OR ADDITION TO THIS SURVEY IS A \. •r�„ _VF N.Y.S. LIC. Na 49618 � .,POGO�!G&bl1$VEYORS, P.C. ION OF SECTION 7209 OF THE NEW YORK STATE TO 11E : LINE (631) 765-5020 FAX (631) 765-7797 TION LAW. EXCEPT AS PER SECTION SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE P.O. BOX 909 FOR THIS MAP AND COPIES THEREOF ONLY IF SAID \ R COPIES BEAR THE IMPRESSED SEAL OF THE 1230.TRAVELER STREETSOUTHOLD, N.Y. 11971 [12=-201 YOR WHOSE SIGNATURE APPEARS HEREON. N ° �Hcs SURVEY OF PROPERTY IN GREENPO R,T EL.3.7' wq�� TO WN OF SO UTHOLD per'° 700 wq�R SUFFOLK COUNTY N. Y. (� 4 0 OP p S�FfT 1000-43-03-07 Gl�t'f lel h EL 6.4 ��44s A�MFNT �og� SCALE: 1'-30' '00'4 FEBRUARY 3, 2022 (FOUNDATION LOCA TED) a � .00, AJS \ ^ ZQNe OQS° EL 6.9' P EL3.9' Q� 4 6) QTRENCH DRAIN 8• h EL. 6.2' ��• —T METER \� •o• \STAKE ° V� SET 2' �S9 rye ry FNpTM ; FLOOD ZONE UNE Q OFF PL EL 11..8' 2-8'0 x 2' le '�toG� �.0• J EL6 TH DEEP DRYWELL 13031 00:6.9' TOP\ EL 8.8' OgC�� T KEY ��3'P �H S \ s?o. '°ti o ^/� S k �P PROP. Q = REBAR �`v� Q° F�eq\ •\ °. ?�o• oQ�� WATER V1 \ GAP�' ® = WELL \p� �s �Na\ Sicr � � 5P b = STAKE EL.6.6 S SF\ '�„�,� \ �'0. 6 = TEST HOLE tio • = PIPE lr° ZONE X ,� ELs SET 2 OFF PL p�P� ■ = MONUMENT LANDWARD EDGE OF TIDAL AS WETLAND FLAG U OILKSE RIONMENTAL DELNEATED BY EL.6.3' C? CONSULTANTS, INC. ON 9/14/12 0 41 p jG 0 --- = FLOOD ZONE LINE WLF — — — = WETLANDS LINE # p c'PgSs eC,y EL6.4' A� -----�'--- = PROPOSED CONTOUR WLF % \ \` FLOOD ZONE UNE TO �j�� # C �OOFOc�/OU�O�� HOS Rf NPpRT �HOS ' \ IGy pVA.I H69.45,30y 0"-.;. (e/ 6) WLF# w =MONUMENT �� °°o B WLF` ` ��NMwy09 8 # A �Q'� P�pJ ET2CQ. 46, co Q O Y A �Oq LOT NUMBERS REFER TO 'MAP OF WEST CREEK DEVELOPMENT" _ Dy ----MEAN LOW WATER FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 6, 1937 AS MAP NO. 1236. E ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON 1V(t N.Y.S.NLIC. LIC. NO.32—618 OF SEC77ON 7209OF 7HE NEW YORK STA 7E EDUCA77ON LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77RCA77ONS Sys PECONX SU ORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREAA8,756 8Q. IT. P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. TO 11E LINE SOUTHOLD�N.Y. 11971 T 12-201 N SCDHS REF # R-19-0082 NGs SURVEY OF PROPERTY C3oJ'cr ��,��, ' pUe�/C wq�R IN GREENPORT of °y� TOWN OF SO UTHOLD 700 o e�C wq SUFFOLK COUNTY, N. Y. .00- yyw°GF p>FR IN s�FFJ 1000-43-03-07 ° OF R�4 \oywMfNJ 4040 SCALE: 1'=30' G�, 4 .00' \0y FEBRUARY 3, 2022 (FOUNDA 77ON LOCATED) 37X3'CONCRETE PAD LP 2 �q 7b? 700 0 W oyw DECEMBER 15, 2022 (FINAL) FOR AIR PUMP AND CONTROLS ct L 1 LP ��HF, CJD TRENCH E�, y 4 Goy \ 6DRAIN ° w\LP n LP SEPTIC RAIN RUN OFF CONTAINMENT 4j'� o� �^ De MATE � METER "co ACL ELECTR�c 0 �' �\ DW5 A B C D A G '`O -y G _ B C COCNDUT FUJICLEAN Q Q� FEB ,A n SSTAKEET 2' S ��rD y �s' C/O 500 G Lam/GJ�O 2c'Sv� �[J Q A x xJC ST 36' 28' DW1 20' 10' W4 45' 64' \�C G OFF PL �SO� �� 'L� yG / 0• 0 FLOOD ZONE LINE O O 700' 9" ti' oq 0' GJe W4 303' ilu, a.�ia�'.s d id c: , - ,:• c DB 41' 34' E F W5 56' 70' QQ' SFjB�FJ� F a� ti��?ti �• 2—a'Dla x 2' DEEP Ack Nos ,Q 2 3• F O �' TH DRYWELLS TRAFFIC BEARING LP1 57' 24' W2 10' 22' (2) 8X2 DEEP' DRYWELL �� mac,�e DW3 'Sc� i�. 20, SFR 6�R8 SERVING DRIVEWAY s-- DRIVEWAY DRAINAGE �P 06, W 10' 15' o�J° TRAFFIC BEARING ` (1) FUJ/CLEAN CEN 5 DW2 .� \ E a�Zp s?? �• �` O' (1) DISTRIBUTION BOX (3) 8' X 3' DEEP DRYWELL (5) 8'X2' LEACHING POOLS) SERVING ROOF OF HOUSE C TRAFFIC BEARING �S'�s DW1 PROPND KEY �(�O �� k \ TANK STAKE P Q = ZONE X REBAR ,�� \ OFF PL OQ' (� LANDWARD EDGE OF TIDAL \ 114 0 SUFFO ry0 O v 13 ® = WELL WETLANDS AS DELINEATED BY �1 A = STAKE Y CONSULTANTS.ONMENTAL INC. ON 9/14/12 � 0 •� � 6 0J y�P� = TEST HOLE WLF S'e pcti G�� QJ # Ds�Cy S� • = PIPE e09k, \! ■ = MONUMENT FLOOD ZONE LINE W� t OWN O = WETLAND FLAG �)Z'q yo R�P of SEW YOq� e --- = FLOOD ZONE LINE IGH WATER CR ^'°s _ d :s't'd >I'CEPP. $TFerE�3T OF I;szLrH SERVICES � ��v � �JIETIOF9 WETLANDS LINE lllg �nF A£ —E—E— = UNDERGROUND ELECTRICAL LINE 8 S30-W a H\` (% 6) WLF APPROVAL OF CONS R ICTED VVDRKS FOR >.Q 0 � p �\ Qv # B Pt�a'�%LE � ® .�•�� o� ■ =MONUMENT FR F arm WLF Data.7 � /� l H.s.R-J.i,,%. �- l� � 0- �- O=UTLlTY POLE 120 ?�' 8$ # A _ - �iO �� S 46rr c -a gs.?4,2; L. t a.r�v�Guz"7ifm i a this Gaaa:.idor,hs%,p bs"-.,n o°ooA'G YIt.�€;ate�3�e zpo - , °CV '---MEAN LOW WATER iYt�y !i 4 i tcl�S�YT 4�0'L" y9 C��S L1S�a f78kdic�Cf E'1IF P.d^�a5 <� ED�� LOT NUMBERS REFER TO "MAP OF WEST CREEK DEVELOPMENT" oz FILED IN THE SUFFOLK COUNTY CLERK'S OFFICEv� N.Y.S. LIC. NO. 49618 ON JULY 6, 1937 AS MAP NO. 1236. e N.Y.S LIC. NO. 051132-01 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA71ON Gt l PECON/C RVEYORS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. C V� � �� (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC710N 7209-SUBDIVISION 2. ALL CER7IFICA710NS �� z.�- - -Y,_.rnf c�_.- ^ HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF �� p econ icsuFveyC�bp tim um.n e t SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR AREA_18,756 SQ. FT. P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. TO TIE LINE 1230 TRAVELER STREET 12_201 SOUTHOLD, N.Y. 11971 — ac Stairs to Deck Above KEHL DESIGN ASSOCIATES PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 1' — � 1 residential & commercial design . consulting 12-$Y` 26-7" 12- THE 2020 RESIDENTIAL CODE OF NEW YORK STATE P0.Box 1675 phone: 1631)433-9084 T T T — T T - — — — — — — — �T�—TT —I NOTE: VERIFY ALL oiMErlsloNs To Southold,New York 11971 E-Mail: ssbn654@optonline.nel I I I I I INSURE FLOORS OF NEW ADDITION I i I I ALINE WITH FLOORS IN EXISTING Kehl Design Associates,LLC e formerly D A K Associates,LLC I I I I HOUSE. JWNER�)HIP & USE OF DOCUMENTS: — — — - - - - - - - - - -I— L � —I— LJ L1 —I— L .1 -1- - - - - - - - - - - r — ALL HEADERS ARE TO BE These drawings and specifications including the A 15 2Y" 21 7Y" 15- " (2)1Y/"X 9Y2" LVL UNLESS ideas, design and arrangements represented therein, are the property of KEHL DESIGN B I A OTHERWISE NOTED ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which NOTE: VERIFY ALL DIMENSIONS they have been prepared without written consent. INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. REV: 2'-0` NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 -3Y4" 17 �" 18-� �-�^ o RESIDENTIAL CODE OF 'JEW YORK STATE I I CXW15 3"SM CXW15 3'SM CXW15 FWG12080-4 CXW15 3"p CXW15 3"SM CXW15 �— — — (2)1 3/4"x9 112" LVL Header (3)1 3/4"x9 1/2" LVL Header O (2)1 3/4"x9 1/2" LVL Header C 5Y" 13'-9" C 3y2" 21'-OY" 15'- Z" N a — — Bedroom Master a O J � N Bedroom J �� WORK NOTES: a x cn Great Room 2068 POC. o 4060- " - 3-2 0" ' " NOT FOR V2" -°" CI. 3Y Y" CONSTRUCTION Guest 2668 USE UNLESS CERTIFIED BYA Bath M 2868 N cO N O oo Qo o CD PROFESSIONAL 2668 T.O. " ENGINEER Walk-in o Tub ��68 WN r% Closet U -11Y" JL 3Y' > -V" PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH Q Office ce N ry 5'-QY2 5r2 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Master Bath o PROJECT: In " (2)1 3/4"x9 1/2" LVL Header IIOTE VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION %MPORSO CW15 3"SM CW15 3"SM CW15 ALINE WITH FLOORS IN EXISTING 2 HOUSE." (2)1 3/4"x911/2 LVL Header (2)1 3/4"x9 1/2" LVL Header 1 E— - LE S I D"" 1 H " CW15 CW15 CW15 ALL HEADERS ARE TO BE 3"SM 3"S�9 � A21v CXW15 3"Sh1 CXW15 � A21v M ( I (2)1 4"X 9Y" LVL UNLESS BEACH ROAD OTHERWISE NOTED GREENPORT, NY, 11971 NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION A LINE-UP WITH WALLS IN HOUSE.A I I 1 I A3S ^ —n3LO� 7 DRAWING TITLE: NOTE: PROVIDE FIRE BREAKS FEB 0 9 2023 N � AS PER THE 2020 BLNLOING DEPT. 4-4" 6" 1tY" 3'-3" -0" -0" RESIDENTIAL CODE OF u0ES0011HO LD NEW YORK STATE 3 ° 49-0 SECOND FLOOR PLAN 2'-0` SECOND FLOOR PLAN_ NOTES: Scale:4�_ ,��-4e THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPTEMBER 16, 2021 PROJECT NO: OF NEyyr 1109-2021 DRAWN BY: BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE n -� RB R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT °c SHEET NUMBER: LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A �._`,� WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF <" � COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES 0 84 84 �V\ Al �� CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ��` R301.1.1 ALTERNATE PROVISIONS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. FESslollA " AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE of NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization x DOB NUMBER: 01- 1) F1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TNO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ,® KE&DERGN^0OQAM 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ,d GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION i- ,it�, -: '�i,.�'-`.iii%i...a.��,.✓/i✓/! <"-_ii, /./i,..>%i..:,..,, l 'I'\1 T R A C T 0 R N 0 T E SGeneral Notes: - - 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF � �'�� __ _ '__\ � • t�.t��!�-� Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. l 'II GENERAL NOTES: 2. FIRE SAFETY: - - 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 111.��DESIGN ASSOCIA'ITES I.LC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. LOCKED AREA. ! B• residential & commercial design • consulting PRACTICES. 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: 1631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn6S40coptonline.nel 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. aiKfeTh�/esignAssoci tes,LLC®formetyDAKAssociotes,LLC �?r:�rnri/ /�,;•.7�i. / .-;��/.g;��"�i�"r�;^-..•,.- �oGyi��%/.,,....... 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. UWNERSHIP & USE of DOCUMENTS: S, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. GAS TO BE USED DURING CONSTRUCTION- ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ( ) # therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, the THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI Y have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Fb - 825 PSI PLUMBING WORK SHALL_ BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8• Laminated Veneer Lumber ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. (LVL): ACCUMULATION. f THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 1 9 Fv = 285 PSI = 4. NOISE AFTER HOURS: � y� C� THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING 2600 PSI ING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE b) DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO SPM, MONDAY TO FRIDAY, S� 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN CR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONS113LE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE +WORK NOTLS: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION ®� ®� SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. �� UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115, v ff /� DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION 'R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS, PROFESSIONAL 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) b -- SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ENGINEER USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STCHAGE10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'9 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY ATH IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Vali IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. WI TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1 ) OF THE 2020 I RESIDENTIAL CODE OF NEW YORK STATE. ; TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL DE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50 In INCLUDING DEAD LOADS, LIVE, LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN A" :ORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT IvIEFTS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJiECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS R301.1.1 ALTERNATE PROVISIONS S 0 THE HIGHEST ROOF SURFACE 30 Y4 INCH DIAMETER LAGSCREW- 3 STORY AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE =28'-1" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 c I BASED A ED ANC OR WITH 2 LENGTH 16 16 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH EX 2020 BUILDING CODE OF NEW YORK STAIRS 40 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) RE E S I D Em A 4, Em FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vint and a 45-foot mean roof height. 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) TOTAL HEIGHT FROM RIDGE TO GRADE 33'-2" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. BEACH LOAD APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) GREE�IPORT, �Y, 11971 c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2Yz inches from the edge of concrete block or concrete. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 ALL HOUSE FRAMING MATERIAL_ DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED y "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTM: # 043-03-07 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE .DRAWING TITLE: OR A 300-POUND CONCENTRATED-LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES, OF NEW YORK STATE. + d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" NEW BASEMENT 1546 sq. ft. FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. TABLE R402.12 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NEW FIRST FLOOR 1546 sq. ft. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATEFT]�STRATION SKYLIOFITb GLAZED CELING WOOD MASS FLOOR BASEMENTc stag d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE L FACTORb UfACTOR FENESTRATION R-VALUE FRAME WALL WALL , RNALLIE WALL R-VALUE SPACE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR 1546 sq. ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SH3Cb,e &VALUE R-VALUE1 RNALUE 6DEPTH R-VALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS • DESIGi,J PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE MARINE NEW BALCONY NA 4 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(o) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATE: For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC ore maximums. When insulation is installed in a cavity which is less SEPTEMBER 16, 2021 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT N0: NOT LESS THAN 30 INCHES R-value specified in the table. ATTIC (GARAGE)(a) NA p C COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. b. The fenestration U-factor column excludes skylights. The SHGC columna les to all lazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED r BONUS ROOM NAPP 9 a s. ^..,�.; 1109-2021 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN " G v�i� a C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. interior of the basement wall. 's �_0 ,, SUNROOM NA D �� rl ,5 PLANS MAY NOT BE REPRODUCED WITHOUT �» ,;a J. C BDK NEW DECK 319 s ft. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD / y I �, r^f �".;, rhr CHECKED BY: "15 19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the q MEMBER DEPTH. WRITTEN AUTHORIZATION. ., ;. interior of the basement wall. "15/19" shall be permitted to be met with R-'13 cavity insulation on the interior of the COVERED PORCHES NA JAN 0 9,2023 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE >.f COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES LLC. �. t x`: SHEET NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS BUILD!! DE r...fi.s, t . POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. 1 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation T�'ld�,:iQ�-S©��gjrar�"D ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab 9 q PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN �^ ,�� 6,9A ; G1 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. `q CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved , , r♦��,1'+Ye " IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without 3s'srtI (a WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization Of IOcoI governing agencies, such as Suffolk Count Dept. DOB NUMBER: OF ) g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. g g g y p , (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. « plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to ` i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. © KEEbDESIGN•ASSOCIATES,ILC insulation is on the interior of the mass wall. SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF /' TWO 8d NAILS THIS / // MTS � C L TS20 >� l /.; .fi i SIDE OF TRUSS. /' '�% j PROVIDE 1 HGA10KT ON --- SIDE OF CEILING JOIST ( *, y FASTENERS z • O / L' .- ALLOWABLE LOADS LOAD '�� _ - - _ ;.r",. LATERAL WITH TOTAL FOUR /• ® ° , ' RAFTERS/ TO TO ULT. NAILS Ed NAILSANDAND ON SIDE OF RAFTER A, `, ' -_--- �� -r_ lU a,L / MODEL GA UPLIFT UPLIFT Bdxli" CODE ° �� I N0. TO AVG (13,3/160) � REF. iI f__ _ � y� F F 133& STU _ o i �{1IIfl,o I - -- CI PLATES STUDS (133) (160) � , ( A I NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON H7 16 4-8d 2--8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND c_s TAKE-UP WASHER �c - PROPER INSTALLATION PROCEDURES KEHL DESIGN ASSOCIATES•j_ H6 16 8--8d 8-8d 3983 9'5 950 650 5, 44 residential & commercial design • consultin — j— iLL 9 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO • ° ARTg'x12 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL • • PO,Box 1615 MODEL GA ULT. LFTA2 LFTA REF. INTO °° •° ° phone: (631 433-9084 N0. WIDTHSPANR L QTY DIA 1�" 2" 24" 3" 31" 1}" 2" 2�" 3" 34" PLATES °p° D. a Southold,New Yot 11971 E-Mail: ssbn654@optonline.net EIGHT-' ° . 8d NAILSSP4 1205 1400 5, 44, 85 INTO LFTA 16 2J" 17" 381"16-10d — 4200 STUD Kehl Design Associotes,LLC o formerly D A K Associates,LLC DOUG-FIR LARCH / S0. PINE �JJ��%%PTS'"�"��7�J� jam'."--•-- r, FASTENERS2 ALLOWABLE UPLIFT LOADS3 ° OWNLkSHIN & USE OF DOCUMENTS: MODEL L AVG 10d 1O x 14" CODE N0. ULT. REF. LFTA CTA L S T A 21 These drawings and specifications including the 10d 1O x 14" (133 / 160) (133) (160) ° ideas, design and arrangements represented ° therein, are the property of KEHL DESIGN MTS16 18 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° ASSOCIATES, LLC. No part thereof shall be HGA10 Simpson Strong-Tie copied, disclosed to others or used in connection • ,° , o with any work or project other than for which MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTR'02 °° Lyo DETAIL "K" they have been prepared without written consent. LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNWDETAIL "E" s Tu 5"— DOUG-FIR-LARCH COUPLER NUT ° TYPE OF DIRECTION SO. PINE CODE Equal number of °' �SIMPSON MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. N0. TION FLOOR ROOF (133/ specified nails In TAKE-UP WASHER (100) (125) 160 each e n d G 515 645 670 I Simpson Strong-Tie LTP4 5 J 515 645 670 6, 39, 97 DETAIL ►tH'16 A R T8 x 12 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''7'9(DF/SP) (133) HOLDOWN HOLDOWN ART 'x12 STUDDEFLECTION DEFLECTION CODE MODEL LENGTH OF BOLT 2.3 AT HIGHEST REF. MACHINE AVG AT HIGHEST N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a BOLTS ALLOWABLE GA GA HB SB W H B SO CL BIAS'e DESIGN LOAD DESIGN QTY DIA " WHEN RAISED OFF Qo 1}" 2" 22 3" 3J" 5}" LOAD THESILL PLATE o 0 0 HD2A 16 12 4�" 2J" 2J" 8" 2�" �" 1 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG W L STUD PLATE ULT. DF / SP CODE (133)2 (160) REF. SP4 4, 71" -10d x 11" — 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o GA °o NO. W L NAILS FLOOR 133 (160) REF. 100 ( ) LSTA21 20 11" 21 -1 d 005 1205 1295 7, 40, 90 °o 'WORK NOTES: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA WL NAILS 1FLOOR (133) (160) REF. Simpson Strong-Tie STU 8"- MSTA24 18 11" 24 18-1 d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL ALLOWABLE TENSION LOADS NAIL CODE ' N0. L END FASTENERS SPACING REF. (LENGTH L GA CUT LENGTH (TOTAL) / 160)2 0C. H D 2 A TAKE-UP WASHER NOTFOR OF ROLL (100) (133 IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTI®N CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 211;" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 1 • DIMENSIONS FASTENERS ON. DOUG-FIR ARCH PIN A WA A NOTED. FAILURE TO COMPLY WITH ALL NOTES MODELON THIS PLAN WITHOUT WRITTEN AUTHORIZATION USE UNLESS N0. GA W H 8 HEADERS JOISTS AVG UPLIFT FLOOR 100 Show 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 4 " 2 4-16d 4-16d 6076 1140 1160 1000 — 11501250 7, 40, 127 DETAIL "I" CN W— CERTIFIED BIP' A HUS210-2 14 3J 91 " 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUTDOUG-FIPROFESSIONAL AR H PIN ALLOWABLE ADS ART 'x12 MODEL STU 5"- FASTENERS AVG FT UPLIFT LATERAL CODE N0. GA ULT. (133/160) REF. SIMPSON ci 1 ENGIIN•EER TO RAFTERS TO PLATES TO STUDS (133) 160 , F2 160 TAKE-UP WASHER [-H GA1_0KT 14 4_SDS}"x14" 4-SDS "x3" 1523 435 435 1165 940 TUSE A MINIUM WO 8d NAILS TH IS MTS16 MTS16 SP4 SIDE OF TRUSS. HD2A CNW- COUPLER NUT S P 4 TOTAL FOUR o /• SE A MINIMUM OF Bd NAILS TWO Ed NAILS THIS INTO TRUSS SIDE OF TRUSS. STU '- TOTAL FOUR �. @ TAKE-OUP WASHER LSTA21 SIMPSON ANCHOR BOLTS PROJ ECl 8d NAILS Strong-Tie INTO TRUSS L S T A 21 HUS210-2 I • C 0 R 3) 7 TWO ° F 1Etw P , 8 AIL I TO PLATES °p° EIGHT Ed NAIL AIL I ° o, (D BEACH ROAD 8d NAIL ° INTDINTO m° DETAIL "All STUD Simpson Strong-Tie PLATES ° tl GREENPORT, NY, 11971 H7 EIGHTEd o IINTOAIL DETAIL 1 11 DETAIL '►G" DETAIL ►'J►► STUD Simpson Strong-Tie H7 I Simpson Strong-Tie LFTA LFTA I $P RDD SYSTEM DETAIL "L" SCTM: # 043-03-07 LFTA Ridge Strapping DRAVNING Ill LE: LSTA30 NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN RUN DEEP POOL x S DIA ==12.58 cu.ft. per vertical ft. C 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 2n6 FLOOR HARTS & CALCULATIONS 3"I TrRoucr ROOF THROUGH 4" OR 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. 2 ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. STRONG-TIE DETAILS I LTP4 2 4' ROOF AREA = 2160 sq/ft / ROOF DRAINAGE I • 4" 2 4 CALCULATIONS AND LTP4 4 MASTER flA1HR0011 LTP4 6ATM 2. GUEST - tt .� 3. .. U - A x R x c 23 3,1 st FLOO23 2 2 ' PLUMBING RISER DIAGRAM DETAII, "C" " A = 1755 sq/ft R 2 2 R = 2 RAINFALL = .17 ft 1 2nd FLOOR �� •, 2.. 2 2.. Simpson Strong-Tie C - COEFF. = 1,0 NOTES: Floor-to-Floor Connections 2,. 3 3 - LTP4 DETAIL "B" Ridge Strapping LIILW 3.• PMM 3,• 3•• V = 1755 x 1 x .166667 = 292.5 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE LTP4MW 2 ' R01]11 K ROOM 2" TER DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Detail PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 2" 3. Simpson Strong-Tie 2" 3 ' 3 3"2 2 2„ Floor-to-Floor Connections 292,5 / 42.25 VERTICAL FT. / FT = 6.92 U.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 15t �7 77DESIGIN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR FLOOR 2" C.O 2 2,• 2" 2'• 2 1st FLOOR USE (2) 8' DIA. POOL 4'-D" DEEP = 8 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE G o 3 OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 2" 3 3" 3 3 3 292.5 / 22.3 VERTICAL FT. / FT - 13.12 SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE 3•• 4'x•0• - CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, 4" F.A. VENT 6„ USE (4) 6' DIA. POOL 4' DEEP = 16 V.F. SEPTEMBER 16, 2021 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS C..011 C.01 c.o O.O, c.o .. c c ABOVE GRACIE N❑ SUBSTITUTIONS PROJECT NO: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 3 3" 3' 4' 4 4' 4'• C.I. PIPE TO SCWA APPROVED ,y:?S. `�"' '""' _ All framing hardware shown on these plans, IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM 2.. SEWERAGE SYSTEM POOLS TO BE PLACED ON OPPOSITE SIDE OF k ° ' "' "'_ 1109-2021 THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE '�4 a unless otherwise indicated, is Simpson Strong-Tie, "� � ,�; DRAWN BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING HOUSE AND/OR LEADERS TO BE PIPED TO ' ' , . . No substitutions are approved or authorized, ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 'S t� + c);:, fir° BDK p g POOLS (1/2 OF THE ROOF TO DRAIN TO EACH �� Due to the relationships of frarlin hardware to PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF 2 ;. ,off �. �.: 1; CTKED BY: the other components of the structure, any framing THIS SECTION. 3 3 e POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC �'�'`' 2.. ;, hardware substitutions will render these plans MTH sl SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). I 1B Efl Iia©_ I�11 1. 54'-10" 1'-5" 11'-2" 2'-6" -1 4 2'-6" �'-1 4 2'-6" -1Y" 2'-6" 11'-7y" �6 1'-5" 5'-0" KEHL DESIGN ASSOCIATES LLc � I � residential & commercial design • consulting Stairs to Deck Above 30 - - - - - - - r P0.Box 1675 phone: 1631)433-9084 Southold,New York 11911 E-Mail: ssbn654@oplonline,nel I I I I I I I I I I I I See Deck Detail See Deck Detail — — — _D•— — — See Deck Detail See Deck Detail _ — —— — — — 2 2x6 Studs 16"oe. " F101 F101 F101 F101 I I 2"� -� Kehl Design Associates,LLC•formerly D A K Associates,LLC " CDX Ext. Sheathing 2z6 Sill I Ina Of Deck Above L — — — — — — — Line of Dade Above ��T% '�'��/�/�f T �'"�" ' _ — — — — 7- — I — — — — _ OWNERSHIP' & USE OF DUCUMLN I S: Hurricane Stropping 4" CDX — drawings specifications— — — — — — _ 2z6ACO Sill r or Joists 16"oc. I _ _ _ _ __ I I T T –1 I I �, N gg epresng the z 18" Anchor Bolts 32"oc. � ideas, design and arrangements represented 8' ( I therein, are the property of KEHL DESIGN L —— J L — —J L — — J L — J ASSOCIATES, LLC. No part thereof shall be (2) 5 Horizontal Reba 2-1-1 1' 1tN 1" 11' 2" • copied, disclosed to others or used in connection with any work or project other than for which a they have been prepared without written consent. 8 PC. Foundation #5 Horizontal Rebar -5 2T-�" 12'-5� 1'-5° #5 Vertical Reber 36"oc. I I I -0•� Domp Proofing N <), — I A 'REV: <�_ #5 Horizontal Rebar "A" FOOTING SPECS. (2)#5 Horizontal Rebar I y5 Rebar 2'-0"oc. -"'hhh I I FOOTING DIMENSIONS AND INFO. NEW 5'-0"x 5'-0"x 1'-0" Concrete Footing Short Way — — with (6)y5 Rebar E.W. Equally Spaced (6)#5 Rebar Long 42"x 10" Conic. Footing Way Coo. (Equally Spaced) (Min. S-0" Below Final Grade) C C EXTERIOR B FOUNDATION Fry8"r_ y_8 WALL DETAIL G101 3'-9y" '-3" '-�" 5'-7," 1' S 7'-10" 1'-5" T2" WORK NOTES: 2x6 Studs 16"oc Media o p° CDX Ext. Sheathing 2x6 Sill ^ ^ Area 1-5 1'-5° 2'-0"—�( Rec. Room Area I I I c. Room Area Hurricane Stropping 4" CDX '� Perimeter Beam 2X6 AGO Sill NOT FOR 8'x 18" Anchor Bolts 32"oc. _g/" _gyCONSTRUCTION " _3• 0 - " 3'_ 0• 11'_8Y• (2)#5 Horizontal Rebor #5 Vertical Rebar 35"Dc. � �- � 0 0 i i 8" PC. Foundation o �5 Horizontal Reber--___ 2'�+(-10"-�-10"�-2" • USE UNLESS Top of Buttress To Be 6" CERTIFIED F E® B 1 /� Below Fincl Grade d C Y f1 (3)#5 Rebar Stirrups o N "� 2-0 Beam Pocket M PROFESSIONAL Equally Spaced 1,-5" -� Beam Pocket k Damp Proofing ENGINEER� :-� � "' rj7 "' ,� 24" Conn. "B" FOOTING SPECS. #5 Horizontall Reber Rebar C A A #5 Vertical Rebor /� (2)#5 Horizontal Rebar L15'-0%" L2'-3" o o FOOTING DIMENSIONS AND INFO. 42"z10" Canc. Ftg. NEW 2'-O"x T-1"x 1'-0" Concrete Fooling 1'-5" 8 1'-5" 11'- " 2'-0° 1"\ 9Y' °� with 3 5 Rebar L.W. And (8)#5 Rebar S W 42% 10" Conc. Footing �/ _—_ Equally Spaced (titin. 3'-0" Below r / 10'-1Y° •( " • Final Grade) B B 1'-5" 0 FOUNDATION N O . / I PROJECT: �" "1- 1., BUTTRESS QZ _Z Z/—Z C"110 P-It VE3#1, 0 DETAIL H101 = - REONDEN T BEACH ROAD N GREENPORT, NY, 11971 (3)2x10 ACO Flush Girder o _ A 3 4"x6" Trex Decking or Equal 2" 2" 0 4 SCTM: 043-03-07 Cedar Skirt Boar 0 Ol 1 _ 1—t7l .4 DRAWING TITLE: 10'-4�8 S-6" 2x10 ACQ Floor Joists - 12"Dc.71 4' Grade -10" N Surpson Joist Hanger Hurricane Strapping 2xpi ACO House Beam 2'-T1� "r'��`"��'�' "� " �"�' ''' "�'Ir2" -c FOUNDATION 4x4 Post Anchor Flashing BASEMENT FOOTING PLAN- Conc. FOOTING PLAN 2"x12" Anchor Balf Filled 8" Sona Tube #4 Stirrup Scale,4" = 1'-0" (4)#4 Rebar E.W. 30"x 30% 12" Ffg. "D" FOOTING SPECS. NOTES: Equally Spaced Min. S-0" t THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Below Final Grade. FOOTING DIMENSIONS AND INFO. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE DECK DETAIL F101 NEW 8'-9'"x 5'-0"z 1'-0" Concrete Faotin PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE with (6)#5 Rebar L.W. and 10 5 Rebar S.W. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Equally Spaced UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPTEMBER 16, 2021 PROJECT NO: 1109-2021 �0 ,.k DRAWN BY: ccs ^� BDK 4.7 ,.+}.�. � �,. G•�: CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE " .fit RB © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE • {° ' r;., s T NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT OD ED LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF •� COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES '� KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �',r' _ _ Alz�" CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. *- `w�` � �c R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KE&DMGN-ASSOM E4,ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. �r. 2'-0" r' i dR �y�/ 12'-54" 27'-ON 12'-5Y4'— PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ` 10'-� '-0" 10'-6Y" 2'-0" UIL DESIGN ASSOCIATES Lw residential & commercial design . consulting NOTE: VERIFY ALL DIMENSIONS TO fairstoDeckAbove g NSURE FLOORS OF NEW ADDITION _ _ _ _ _ _ _ r 1 30 ALINE WITH FLOORS IN EXISTING HousE. PC.Box 1675 1 Souihold,New York 11971 E-Mail: ssbn654Qaptonfne.nnet -7Y" 7Y"� I ALL HEADERS ARE TO BE Kehl Design Associates,LL a F C formerly D A K Associates,LLC Li_ne of Deck Above — — — — — — — Line of Deck Above c2>1<°X WI LVL UNLESS HIP& U ;�CU , OTHERWISE NOTED `OWNERSHIN & USE OF UOCUMEN 15: _ - - - - - - - - - - - - - - - - 1 - - - - - -- -L - - - - - - - - - - - - - - - - - - - - - - - - - �• lO O O OI _ _ _ _ _ _ _ _ _ _ _ _ � These drawings and specifications including the ideas, design and arrangements represented NOTE: VERIFY ALL DIMENSIONS therein, are the property of KEHL DESIGN INSURE WALLS OF NEW ADDITION ASSOCIATES, LLC. No part thereof shall be LINE-UP WITH WALLS IN HOUSE. copied, disclosed to others or used in connection 7'-W" '-11 '-4" 8-4" -11yy" �7'- with any work or project other than for which they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS AS PER o A I g I A THE 2020 REV: 1 — — RESIDENTIAL C NEW YORK SOTDATE F I (—'2- � 1'-5/" I 2 �'4 10'— — � a ' " —1 0 5'-0' Well Height I I I 5'-0" Wall Height 5'-0" Wall Height 5'-0" Wall Height ( 5-0" Wall Height 5'-0" Wall Height 3" 3" 3" 3" 3" 3' r • " 3' _/4 -q% 3'-0 —3'-�" —I 3.3. 3 �� 3'-OY" 3" 3" 3'-Q 27 -O4 3' 3" 3'- 3'-OY"— 3—3„ 3'- 3. �. �3,r — — — —� — 1 � I — — —— — — — ` - - - CI- - - -ICC - - - - - CIC - - - - - - CIC - - - - - - CIC - - - I - - u-, C I ' - — — — — — —— — — — — — — — — — — — — — — — — — — — — — C . ... 5'-0" Wall Height - - - -- - - - - - - - - - - - - - - - — �--� 1'-5" I 5'-0" Wall Height I � I 13'-�' 3'-9Y" -3° - 15'-74" I I Wall Height Transition I I Wall Height Transition I I I I I WORK NOTES: 6'-6" Wall Height I I I I -S�1 C� I 6'-6" Wall Height Rec. Room O Media I I 2x8 ACQ Steel Beam Top Plate CJ U �./ � O `- I � � Room R _ I o 3"x3"x5/16" Box Tube o a I I CONSTRUCTION Wall Height Transition I with I Wall Height Transition —J"x2" Gdv. Lag Bolts 9 2'-0"oc. o 12"x12"xl/2" Base Plate o 3"x3"x5/16" Box Tube 3"x3"x5/16" Box Tube o I I USE UNLESS and ILI- with with W12x45 Steel Beam 00 = I I Fillet Weld CERTIFIED BY A 8'x8%3/8" Tap Plate 00 12"x12"xl/2' Base Plate 12'x12'x1/2" Base Plate 0C J I Welded to Girder and and I L— r F —f-2 0" �P z10"x5" Anchor Plate I � � 8"x8"x3/8" Top Plate 8"x8"x3/8" Top Plate PROFESSIONAL ( I Welded to Girder Welded to Girder I — W12x45 Steel Beam — W12x45 Steel Beam W12x45 Steel BeTop of Concrete Wall_am � — ( �„ � CC - ENGINEER L - 1 J - - • d O I � V r g'x 18" Anchor Bolts B'-0" Wall Height0 0 i I 8'-0" Wall Height IN PROJECT: r J I PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 4-5 ff '1- - - - - - - - - - - - - - J I r- — — — — — — �, NOTE: VERIFY ALL DIMENSIONS TO E 1 INSURE FLOORS OF NEW ADDITION 3 9 D F Em R Ca'lll E CD I o ALINE WITH FLOORS IN EXISTING HOUSE - - - -�i- - - - - - -;i-- -� r - - - - - - - - - - � " _ - - - - - - -� BEACH ROAD ALL HEADERS ARE TO BE GREENPORT, tdY, 11971 — — (2)13/,"X 9Y" LVL UNLESS I — — — — — — — — — OTHERWISE NOTED t A I A I SCTM: # 043-03-07 30 Ol 30 NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION #DRAWING TITLE: 10'-4� 10'-4 7'-8" -6Y" 16'-0" LINE-UP WITH WALLS IN HOUSE. 21'-54" 9'-0" -64" 16'-0" Z'-0.. NOTE: PROVIDE FIRE BREAKS AS PER THE 2D20 FOUNDATION PLAN RESIDENTIAL CODE OF NEW YORK STATE BASEMENT FOUNDATION PLAN- 1WNOTES: Scale: _� r-0�� THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE t PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: SEPTEMBER 16, 2021 Acceptance of these drawings does not authorize the right to build without the authorization "�"' .Z- PROJECT NO: of local governing agencies, such as Suffolk Count Dept. of Health Services, Town Building �• � .,.� '-., 9 9 9 Y P 9 ;Rt�,d �� ; ., 1109-2021 � Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ��' DRAWN BY: agencies prior to construction. + BDK r GH'ECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE RB " •Y�' - ,':v i SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, ' %x_ 4. LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A "^ s\051604 `c0 2 COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. Al�"'saO��5`�A� R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. y 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) ® KMDE2GN"AS80QAM uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /. i f T. 12- 14'_x' PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH � 26-T THE 2020 RESIDENTIAL CODE OF NEW YORK STATE _ . KEHL DESIGN ASSOCIATES Lac residential & commercial design • consulting Stairs to Deck Above g NOTE: VERIFY ALL DIMENSIONS TO Sunken Pato r — —— — — —— - INSURE FLOORS OF NEW ADDITION P0.BOX 1675 — — — — — — — ALINE WITH FLOORS III EXISTING phone: (631)433-9084 Beneath Deck Above HOUSE. Sculhold,NewYork 11971 E-Moil: sslon654@optonline.nel Kehl Design Associates,LLC o formerly D A K Associates,LLC ALL HEADERS ARE TO BE "7%" _.-..,,.;.��„•„�,.,....,w Line of Deck Above - - - - - - - Line of Deck Above (2)14"X 9Y" LVL UNLESS OWNLRSHIP & USE OE 771VILNTS: OTHERWISE NOTED These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN NOTE: VERIFY ALL DIMENSIONS I ASSOCIATES, L.L.C. No part thereof shall be INSURE WALLS OF NEW ADDITION copied, disclosed to others or used in connection 4'_p' 2'_p• LIIIE-UP WITH WALLS IN HOUSE. with any work or project other than for which 7'- ” 11 -4" -4° -11N 7'- they have been prepared without written consent. �I r A B o A NOTE: PROVIDE FIRE BREAKS 1 1 o AS PER REV: N THE 2020 Line of Retainina Wail Line of Ret ininq Wail Line of etaining Wall all RESIDENTIAL CODE OF NEW YORK STATE Window',Well Well , WindowlWell I WindowlWell Wall Heiht 5'-0" Wall Height 5'-0" all Height 5'-0" W II Height 5'-0" Wall Heigh 5'-0" Wall Height :t CXW15 3"SM CXW15 3'SM CXW15 CXW15 3"SM CXW15 CXW15 3"SM CXW15 CXW15 YSM CXW15 CXW15 YSM CXW15 3"SM CXW15 --- - Ell CI (')1 3/4"x9 1/2" LVL Header (2)1 3/4' :9 1/2" LVL Header (2)1 3/4"x9 1/2" LVL Header (2)1 3/4"x9 1/2" LVL Head r (2)1 3/4"x9 1/2" LVL Header C 5'-0" Wall Heigh B 5'-0" Wall Height oll Height Transition all Height Transition o WORK NOTES: a m Media 6'-6" Wall Heigh J Room -6" Wall Height Rec. Room V" 00 NOTFOR o o 2'-0' CONSTRUCTION X I \ I —� 'all Heig�f Tronsitioall Height Transition USE UNLESS CERTIFIED BY '-3" '-�" 15'-7;' .PROFESSIONAL 2' 0" W12x45 Steel Beam W12x45 Steel Beam W12x45 Steel Beam ENGINEER "-) M 3 " V" Furnace III 8'-0" Wall Height 7'-8" 17 8'-0" Wall Height 3 I � Furnace a w o Guest N Room Dl■ m o , Bath o I PROJECT: I — - - -4Y" 3' 0" JU 3'-1Y' P P M 1 P0 0 IO O ),- - O O PROVE HEID2020 REISIDENTIALCODEGOFJNEWOYORK STATE ACCRDANCE 11 C a t ( I I BEACH ROAD NOTE: VERIFY ALL DIMENSIONS TO GREENPORT IVY 11971 INSURE FLOORS OF NEW ADDITION > Vz ALINE WITH FLOORS IN EXISTING A — — — — — — — — — HOUSE. E B1 ` A' SCTM: # 043-03-07 16'-0' 2'-0' ALL HEADERS ARE TO BE 9-p" - (2)1334"X 9%" LVL UNLESS DRAWING TITLE: '-0° OTHERWISE NOTED NOTE E VERIFY ALL DIMNEW ADDITION FOUNDATION FLOOR INSURE WALLS OF NEW ADDITIOPI BASEMENT FLOUR PLAN- LINE-UP WITH WALLS IN HOUSE. FRAMING PLAN d Scale: '= 1'-0" NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPTEMBER 16, 2021 PROJECT NO: Z� � 4• " _ 1109-2021 '*< 0, DRAWN. DRAWN BY: ` "A BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE `'"'4 t F RD © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AR !077 SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT _�;: LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 05Il� COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES '' CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL PLANSDESIGNLICASSOCIATES, ELLC. THE XCLUSIVELY TO TIREGHT TOOERUILD ONLY W ITOONN PROOF URE FROM THESE �CHASE. j 1Q�aY`e� �+. +. Al 03 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE, Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such „© MDESIGN-ASSOMM ire 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. p 0, "0411 Z'V �,`51 IEIII --Lill Stairs to Deck Above ---------- ---KEHLDESIGNASSOCIATES, LLc PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH residential & commercial design * consulting 12'- 6'-7* 12'- 2 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE B PO.Box 1675 phone: (631)433-9084 NOTE: VERIFY ALL DIMENSIONS TO Southold,New York 1]971 E-Mail: ssbn654@oplonline.net INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING Kehl Design Associates,LLC v formerly D A K Associates,LLC HOUSE. OWNERSHIP & USE OF DOCUMENTS: ALL HEADERS ARE TO BE These drawings and specifications including the (2)1Y,"X 9%" LVL UNLESS ideas, design and arrangements represented 15'- 4" 21'-7Y2' 15'-2Y" OTHERWISE NOTED therein, are the property of KEHL DESIGN ASSOCIATES, L.L.C. No part thereof shall be copied, disclosed to others or used in connection Deck with any work or project other than for which A B I NOTE: VERIFY ALL DIMENSIONS they have been prepared without written consent. INSURE WALLS OF NEW ADDITION A LINE-UP WITH WALLS IN HOUSE. of ll Abo"— — REV: — —— — — — — — — —— —- 10 NOTE: PROVIDE FIRE BREAKS 52'-0* IV AS PER 9, 4Ya" 16-74' 1842" T-ay2v THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 15 CXW16 3"SM CXW16 3"SM CXW16 3"' '1 CXW16 FWG12080-4 CXW16 3"SM CXW16 3"SM CXW16 (2)1 3/4"x9 1/2" LVL Header (2)1 3/4"x9 1/2" LVL (2)1 3/4"x9 1/2" LVL ,,cider"deLW2 C with (1)1" Steel Flitch Plate CO> C Header Dining Ii5 _0 > Room Master < Bedroom WORK NOTES: in Living Room as NOT FOR 3' 6" 3- 3' 5' 8'-7- CONSTRUCTION rA �V2' 2 2 2J' L P31 36'Rkla v//OVEN' USE UNLESS _J r2 8 68T CERTIFIED BY A 'I I Kitchen 2868, 13' 9' i- 17'-3* 00 co PROFESSIONAL 7 rr Hall 0 7 7R C-1 �,J ENGINEER Ref. U�; -in Ill Cab!'* 1 4 2868 Walk J c7 3068 Closet 7— L C 3y2" ::7 IV2' 6,-1 —7'-4Y° '?:: W2 -,W2 "i IF 8 'c n, C'1� lv� QO S r 0/4 Mud co Cl. 7 'y2' Room 3 S-2Y' _W2 0 00w PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 3'-0" 2 ODE OF NEW YORK STATE 7 U-1 0C Laundry TH2020 RESIDENTIAL C NItCl *1 'PROJECT: U 00 1 (ID Maser Bathroom Bath M 13'-3 -2'-0"_ 2 NOI: VERIFY ALL DIMENSIONS TO U (2)1 3/4"x9 1/2" LVL Header 00 INSURE FLOORS OF NEW ADDITION 11L) 1 11 C 0 11 0 CDcl.. V2' CW 145 CW 145 CW 145 ALINE WITH FLOORS IN EXISTING V2 c1d L'L Ir — 3"SM 3"SM HOUSE. OP% CODA Ill 11 jIll (2)1 3/4"x9 112 cider I D [H J CW145 _k,' AW2!Dl CW145 AW251 3068SL 3068 ALL HEADERS ARE TO BE II II (2)134'X 91112" LVL UNLESS BEACH ROAD OTHERWISE NOTED L II -- = - - - -= J GREENPORT, NY, 11971 IL- — — NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. SCTM:.# 043-03-07 DRAWING TITLE: NOTE: PROVIDE FIRE BREAKS 30 301 AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK, STATE FIRST FLOOR PLAN ' L2 V 8Y,6*— —44YA"_ 6-5 —2-9y2 -O 1-0 52-4 NOTES: FIRST FLOOR PLAN THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL N I I-ON 1FIELD CONDITIONS AND IMENSNS AND BE SOLEY RESPNSIBLE FOR FIEFIT. TE Scale-4 DESIGN PROFFESSIONALDASSUMESIONO LIABILITY FOR OMMISOIONS DUE TO UNKNOWNLD H OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPTEMBER 16, 2021 PROJECT NO: Z, 1109-2021 1 , DRAWN BY: BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE RB COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF C5 R4 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE I 115 �>, 11 Al ® /� PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such T) KE]FIDDERGN-0l uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ' LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF % to/''�4 !/i/"� ire.✓!""�' r _ ✓.'ie,r.',.,.%i. ...,.1�P'..... Stairs to Deck Above a4� —_—_ —_ _— KEHL DESIGN ASSOCIATES �c L r — — — PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH residential & commercial design . consulting —12-�" 26-7" 12'- THE 2020 RESIDENTIAL CODE OF NEW YORK STATE P0.Box 1675 phone: (631)433-9084 T T T — T T 4- —— —— — — — NOTE: VERIFY ALL DIMENSIONS TO Southold,New York 11971 E-Mail: ssbn654@cptonline,ne1 I I I I I I INSURE FLOORS OF NEW ADDITION I ALINE WITH FLOORS IN EXISTING I � � I ( I Kehl Design Associates,LLC o formerly D A K Associates,LLC I I I I HOUSE. r I OWNERSHIP 8c USE OF DUUUMENTS: _ — — — — — — — — — —I— L J —I— L J L —i —I— L 1 —1— — — — — — — — — — — — — — — ALL HEADERS ARE TO BE These drawings and specifications including the F (2)1 4"X �" LVL UNLESS ideas, design and arrangements represented 15'- " 15-2Y" therein, are the property of KEHL DESIGN A I ( A OTHERWISE NOTED ASSOCIATES, LLC, No part thereof shall be B1 ( I copied, disclosed to others or used in connection with any work or project other than for which NOTE: VERIFY ALL DIMENSIONS they have been prepared without written consent. INSURE WALLS OF NEW ADDITION I I LINE-UP NTH WALLS IN I!CUSE. - - I - - I - - - - - - o REV: NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 -33/" 11-�" 18- 2 7-�� o RESIDENTIAL CODE OF I NEW YORK STATE CXW16 5"SM CXW16 --)[SM CXW16 FWG12080-4 CXW16 3" M CXW16 3"SM CXW16 — — (2)1 3/4"x9 1/2" LVL Header (3)1 3/4"x9 1/2" LVL Header (2)1 3/4"x9 1/2" LVL Header C 522" 13'-9" C LO 3y" 3)'' Z" c� Q, Q z+ > 0 — — o Bedroom a Master J � J Bedroom >� WORK NOTES: N nl Q c-, :5x Great Room > 3y" N Q NOT FOR 2068 POC. �-o 2" (3'-2' � L (G /0. CONSTRUCTION 3Y" �f Guest 2668 PIAN 13 2023 USE UNLESS Bath � N 2868 8I®F uEp� CERTIFIED BY A M — — -�� N 9• oo o °� `�� PROFESSIONAL Qo -- 6068 T.O. � �, ENGINEER 286 Walk-in o N 0 Tub 2• -�" 0 Closet ° I 3Y' - " -11Y• -3Y"� " 17'-6Y• — z ° -7• PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 15-6}'' THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Q Office � z 2 PROJECI: Master Bath 3'-6" �J NOTE: VERIFY ALL DIMENSIONS TO C0Rt »Dn 13'-2• (2)1 3/4"x9 1/2" LVL Header INSURE FLOORS OF NEW ADDITIONIcN — — ALIVE WITH FLOORS IN EXISTING CW15 3"SM CW15 3"SM CW15 _ HOUSE. V2' 13'-9" (2)1 3/4"x9 1/2" LVL Header (2)1 3/4"x9 1/2" LVL Header J. R E%J"3h I E CW15 3"SM CW15 3"SPA CW15 A21v CXW15 3"SPA CXW15 A21 ALL HEADERS ARE TO BE (2)13/4"X 9Y" LVL UNLESS BEACH ROAD M ( I OTHERWISE NOTED GREENPORT, NY, 11971 NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION f LINE-UP WITH WALLS IN HOUSE. SCTM. # 043-03-07 A U I U DRAWING "MILE: NOTE: PROVIDE FIRE BREAKS AS PER 4 THE 2020 13'-6" 5'-1>Y" -il/2 3'-3' -0" -0" RESIDENTIAL CODE OF NEW YORKSTATE 3'-0" 49'-0" SECOND FLOOR PLAN 2'-0' SECOND FLOOR PLAN_ NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Scale:4� _ ��-�N DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPTEMBER 16, 2021 _ PROJECT NO: .`t��F ��Yp 1109-2021 CUAij� 'Q�f- DRAWN BY: BDK rk� " '' CHECKED BY: c� /� R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R B� © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS A R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED IMTH SHEET NUMBER: LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FQ 1'' COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES u - S,O�P q CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEA PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. � - 06 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: UI USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDINC CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) Awc wooD FRAMED CONSTRUCTION MANUAL (WFCM) FEMA, etc. Verify all conditions, codes, and requirements with such, 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior Departments, DEC, construction. © KEMDERGN ASS"TES uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Y/ ,, ��' A'\�.,jam%• ,.'%F //,</Je%%/./_�/,.!/././. /.,i�Yi.�'/i�,�..%�%,%i_.,�,,.i_f" /,:_ , Stags to Deck Above - -- -- - - KEHL DESIGN ASSOCIATES c F' — PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH residential & commercial design . consulting 12'- — — —2fL7"— — — 12'- 2 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE P0.Box 1675 phone: (631)433-9084 F_ —I — F_ T — — — —— — — — NOTE: VERIFY ALL DIMENSIONS TO Southold,New York 11971 E-Mail: ssbn654@optonline.nel I I I I I I I I I I I INSURE FLOORS OF NEW ADDITION I ALINE WITH FLOORS IN EXISTING I I I I I I Kehl Design Associates,LLC o formerly D A K Associates.LLC I I I I 1 1 1 1 1 1 HOUSE. , - %i I 1 1 1 1 1 1 I I I I I I I OWNLRSHIP & USE uF DUuUMLNIS: r — — — — — — — — — — — — These drawings and specifications includingthe 33'-7" ALLHEADERSARE L BE ideas, design and arrangements represented ted (2)1/X 9Y" LVL UNNLESS 15'-2Y' I 21-7y" 15-2Y" OTHERWISE NOTEDroperty of KEHL ASSOCIATES LLC.therein, are thepNo pat thereof sDESIN hallGbe A I g I A copied, disclosed to others or used in connection 1 with any work or project other than for which NOTE: VERIFY ALL DIMENSIONS they have been prepared without written consent. INSURE WALLS OF NEW ADDITION LINE-UP WTH WALLS IN HOUSE. REV: NOTE: PROVIDE FIRE BREAKS 2 0" AS PER THE 2020 ' 1 6-7%" o- 7-�" 'o RESIDENTIAL CODE OF NEW YORK STATE I -- r, LO C U " 2 1 13'-9" 2l'-QY2" 15'- 14z,l e' LVL Bea 3g 4" CDX Sheathing 14" g" az11LVL DecBedroom Master i Bedroom WORK NOTES: O O G Great Room v v v O 2x1° Ceiling Joist 4" CDX Sheathing `o `v O O V O N N 14"x11'-8" LVL Beam 2210 Ceiling Joist NOT FOR 0„_ @ Simpson Hanger 4” CDX Sheathing C0NSTRUCT10141 C CI. 4" CDX Sheathing 7 C7 ,4"x11$' LVL Beam USE UNLESS Guest - CERTIFIED BY A Bath 26"z54" -o', o M - Disappearing stairs N M Second Floor Attic — — N o PROFESSIONAL Second Floor Attic Semi-Flush Beam ENGINEER -SePTlush IKeam - Walk-in o N Detail TubiI See Detail o Closet —l O -3, 2 Q0 Co 0 7'-6Y° 0 �' c PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH O{�j/+p o a 15-62 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Office ��Viceeii x HROJECI: Master Bath O O _ V N NOTE: VERIFY ALL DIMENSIONS TO + l0. 3'-9* Dn 13-2" INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. cV dE I m LJ E E: ALL HEADERS ARE TO BE (2),4"X 9Y° LVL UNLESS BEACH ROAD OTHERWISE NOTED 4 GREENPORT, NY, 11971 777 - - - - 1 - -� - - - - I —� — � - - I - - - - I - - a '— NOTE: VERIFY ALL DIMENSIONS I I I I I I I INSURE WALLS OF NEW ADDITION A "NE-DP WITH WALLS IN HOUSE. SCTM: # 043-03-07 UI DRAWING TITLE: NOTE: PROVIDE FIRE BREAKS A B AS PER 3 30 THE 2020 / 542 RESIDENTIAL CODE OF -4" 13'-6" -11Y' 3'-3' -0" -a" NEW YORK STAT[ SECOND FLOOR 3'-0" 49'-0" 2'-a" REFLECTIVE CEILING PLAN SECOND FLOOR REFLECTIVE CEILING PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE LL BE Scaie:4� _ .�r-oe PRODESISECUTED TO TTHELFUL FEST EXTENT OFF FTHE LAW.ECONTRACTORS SHALLNIVERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPTEMBER 16, 2021 PROJECT NO: jE 1109-2021 DRAWN BY: 0,y �� BDK O \ O� NECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ' �, ;'7, RB © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Z' NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURESli... 1684 ,�? Al �� CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE '�_. �`;r> �` PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 'SSIONP`` R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with suchagencies prior to construction. © �DESIGN•A%OCUTE ,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) //y;rr,F, Stags to Deck Above - - - KEHL DESIGN ASSOCIATES LLc — — — — — — — PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH residential s" commercial design . consulting THE 2020 RESIDENTIAL CODE OF NEW YORK STATE P0.Box 1675 phone: (631)433-9084 'TOTE: VERIFY ALL DIMENSIONS TO Southold,New York 11911 E-Mail: ssbn654@oplonline,nel INSURE FLOORS OF NEW ADDITION UD ALINE WITH FLOORS III EXISTING Kehl Design Associates,LLC o formerly D A K Associates,LLC HOUSE. 7 / "rT, J ;r fOWNLRSHIP & USE OF DOCUMLNIS: ALL HEADERS ARE TO BE These drawings and specifications including the (2)1 a"X 9Y" LVL UNLESS 1 ideas, design and arrangements represented therein, are the property of KEHL DESIGN 4'-0" OTHERWISE NOTED ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 1 10'-2Y" 16'-9Y" with any work or project other than for which 6 9,T210-2Y" NOTE: VERIFY ALL DIMENSIONS they have been prepared without written consent. INSURE WALLS OF NEW ADDITION a B LINE-UP WITH WALLS IN HOUSE. 1 A REV: A 1 — NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE i 0 0 0 0 C C Great Room Bedroom - e Master Bedroom WORK NOTES: l/? 1 o � { p ,5'-�• NOT FOR CONSTRUCTION 3V' USE UNLESS " Guest 14"X117" LVL Ridge 14" CERTIFIED BY X117' LVL Ridge 141"X117' LVL Ridge 5Y" M M A Bath PROFESSIONAL 13'-9" 21'-a2" Walk-in ENGINEER Closet PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH t �+ THE 2020 RESIDENTIAL CODE OF NEW YORK STATE o� Iv PROJECT: aster Bat ti o Great Rom a P, NOT: VERIFY ALL DIMENSIONS TO 5 2R00"O' 0 INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ; KI ;� x I D ALL HEADERS ARE TO BE (2)1%/X 9Y" LVL UNLESS BEACH ROAD OTHERWISE NOTED GREENPORT, NY, 11971 NOTE: VERIFY ALL DIMENSIONS A INSURE WALLS OF NEW ADDITION ., A g 1 LINE-UP WITH WALLS IN HOUSE. SCTM: # 043-03-07 ;.DRAWING TITLE: NOTE: PROVIDE FIRE BREAKS L2'-31%a 12'-0%" �3'-21is" 20'-5' 911%s� 6'-0%s" -03/1 s" L2'-111x16-_JAS PER THE 2020 t RESIDENTIAL CODE OF ROOF PLAN- NEW YORK STATE ROOF PLAN Scale: '4^= 1'-0^ NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 4 SEAL: DATE: SEPTEMBER 16, 2021 PROJECT NO: s'f. : nfi• 1109-2021 DRAWN BY: BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE '� -• "Q�' RB © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS A SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT _- G "r. LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF k r '` � r`" .,. COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES ,. �`"F ®Q KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ,051 ,Lt v CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS r u H WING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS ,,,p �. ` _ AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND IVO FAMILY DWELLINGS (AISI-S230) agencies prior to construction. ® gEHIrDESIGN•ASSOQATES,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting P0.Box 1675 phone: (631�433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design ASsociotes,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMLN I S: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN 12 ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 12 7 REV: 1 . 5 7 AX31 11 H a li I i i WORK NOTES: N I I NOT FOR �! CONSTRUCTION USE UNLESS CERTIFIED BY PROFESSIONAL Top of SubFloor System 14.01' ' -_- -- - - Top of Foundation 11 .83' I �I Grade on Sideyard II PROJECT: I Top of Retaining Wall 8.167' -�� L� — - ��' �� L -�-( �1 LE— �� — �� Perimeter Grade 8111-011111 g o Ex. Grade I ---------------------------------- - ----------------------------------------------------------------------------------------------------------- OR'i 'S 0 -- ,-------------------------- Grade in Window Well 6 -0 E-,� Zl I x C m K ----------------------------------------------------------------------------------------------------------------------------- ------------------ ----------------------------------------------------------------------------------------------------------------------------- ---------------- -- Bottom of Footing 3'-0" BEACH ROAD Highest Expected GREENPORT, NY, 11971 Groundwater EL. 1 .0' SCTM: # 043-03-07 DRAWING TITLE: SOUTHWEST ELEVATION_ SCALE: 1/4"= V-0" r FIRST FLOOR PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPTEMBER 16, 2021 PROJECT NO: 1109-2021 DRAWN BY: BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © RB COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATION ' � "" "`R, r 1;.-.... ' SHEET NUMBER:R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITH OU "'' ; `�, i• , LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES Ate.—�- .; WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES x ,�a �w` CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THES �\ A201c' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. y r env R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building - 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with suchagencies prior to construction. C ffi�rDffiGN•ASSO(7AM uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) led KEHL DESIGN ASSOCIATES Lrc residential & commercial design . consulting ' P0,Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654Qoptonline,net Kehl Design Associates,LLC o formerly D A K Associates,LLC :'7 ia"'ri >i/��r, . rr-�7..Jr/ri�rr'irrir,-:,--•-x, ri/�i/.. '/rnf//7Y�/J�.�.r OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the '> ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 2 copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 2 REV: 12 11. 5 �7 AX31 r Li 11 I I a CW15 CW15 UCW CXW15 L=CX= 5 CW15 LL=C\�=Il5 �LC15 —ji lV 'WORK NOTES: r b0 N FOR CONSTRUCTION I USE UNLESS CERTIFIED BY A LLLCW145 CW145 CW145 CW145 CW145 PROFESSIONAL ENGINEER i i a - - - - -- ----- - -- -- --- - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — ` i PROJECT: Ex. Grade 6'-6" — — — — — — — 1 i R 00' Road Grade T-8" BEACH ROAD GREENPORT, IVY, 11971 r r NORTHEAST E SCTM: # 043-03-07 SCALE: 1/4"= 1'-0" DRAWING TITLE: FIRST FLOOR PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE i DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SEPTEMBER 16, 2021 PROJECT NO: 1109-2021 G � 'w `°.' DRAWN BY: BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE OC COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARET.. '•p.�. RB ,...mr.r SHLET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT `'�` �' s "," ��` e... LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A �a WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF s?• \, � 168 � COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES n`� CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE .e i4ko SS\1 202 R301.1.1 ALTERNATE PROVISIONS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOLS NUMbEk: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building - 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with suchagencies prior to construction. © KEHUDESIGN•AS30©AM uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) i -cu-ma-r• Lid- - KEHL DESIGN ASSOCIATES ac residential & commercial design • consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC 1/777777 OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 3�ll copied, disclosed to others or used in connection Ridge Elevation 42 -10which 16 theyhany work or have been prepared c without t other than ittenorconsent. REV: Second Floor Ceiling 33-3" , WORK NOTES: r7 Top of Subfloor 24-17" First Floor Ceiling23-1�' 4 NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER Top of Subfloor 14-01" Top of Kneewall 12'-111112 Top of 8' Foundation 11'-10" Final Grade 10'-68" \ PROJECT: Existing Grade 6'-6" 0 R, 0 Top of Slab 4'-2" Edge Road Height 3'-83" ,- - L — = = = =___ __ _ ___ __ __ _ _ __ ___ _ ____ _ _ __ -- -- - -J k ,HE 9 9 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - Bottom of Footing 3'-0" BEACH ROAD GREENPORT, NY, 11971 ,t NJORTHWEST ELEVAT( ONSCTM: # 043-03-07 DRAWING TITLE: a; SCALE: 1/4"= 1'-0" FIRST FLOOR PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE y DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DA E: SEPTEMBER 16, 2021 PROJECT NO: a €r;rdv` >`. •. 1109-2021 DRAWN BY: fib,,,.ca, J �. B D K CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ,�^,, ' © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 41 a �' / RB R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ------ LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE R301.1.1 ALTERNATE PROVISIONS A203CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE r(1ta3'�.v r " .s•" AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building - Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) partmm prior to construction. ® �IIsDESIGN-ASSOQAM aDepartuc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 9 P ;i _❑ ZHT KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting P0.Boz 1675 phone; (631 433-9084 Southold,New York 11971 E-Mail; ssbn654@optonline.nel Kehl Design Associates,LLC•formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMLNIS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection '-103" with any work or project other than for which Ridge Elevation 42 16 they have been prepared without written consent. i' REV: Second Floor Ceiling 33-3" EKE WORK NOTES: Top of Subfloor 24-1$" First Floor Ceiling 23-14" NOT FOR CONSTRUCTION USE UNLESS I CERTIFIED BY A PROFESSIONAL Top of Subfloor 14-0$" - Top of Kneewall 12'-112" — — — Top of 8' Foundation 11'-10" ( , I Grade 10'-68" ( ( PROJECT: 0 R. 0 Existing Grade 6'-6" -- ( ' ( Top of Slab 4'-2" Mimi Edge of Road Height 3.7 L - - - - - - - - - -- - - - - -- - - -- - -- - -- - - -� Bottom of Footing 3'-0" BEACH ROAD GREENPORT, NY, 11971 SOUTHEAST ELEVATION- SCTM: # 043-03-07 DRAWING TITLE: SCALE: 1/4"= 1'-0" s FIRST FLOOR PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: / SEPTEMBER 16, 2021 PROJECT NO: 1109-2021 . .. , �`,^,,:, DRAWN BY: BDK CHECKED BY: Ilk R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATERB © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AR R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 'i SHEE NUMBER: LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF '4 :.= _ y-_ CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE >r �►'�• A204 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS � t` ' AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies Departpartmm riot to construction. ® 1�DESIGN•ASSOC. T9%mc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) P d - 14"x118' LVL Bea E Ft it fill 4" CDX Sheathing KEHL DESIGN ASSOCIATES LLC 14"x118" LVL Bea residential & commercial design • consulting ' P0.Boz 1615 phone: (631)433-9084 Southold,New York 11911 E-Mail: ssbn654@cptonline,net 2x10 Ceiling Joist 4" CDX Sheathing 2x10 Ceilin Joist Kehl Design Associates,LLC a formerly D A K Associates,LLC 14"x118" LVL Beam gj"" �i�r / .rJ//�� Simpson Hanger4" CDX Sheathing UWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the 4" CDX Sheathing ideas, design and arrangements represented 14"x118" LVL Beam Hurricane Strapping Hurricane Strapping therein, are ASSOCIATES, the o propertyDESIGN GN Hurricane Stropping Hurricane Strapping part thereof shall copied, disclosed to others or used in connection 14be "x118" LVL Ridge Second Floor Attic 14"x118" LVL Ridge with any work or project other than for which 2x10 Rafters - 16"oc. 2x6 Rafters - 16'oc. 26 Rafters - 16"oc. they have been prepared without written consent. " CDX Roof SheathingSemi-Flush Beam "CDX Roof Sheathing g' CDX Roof Sheathing Ice and Wafer Shetld ?K i,,Ilor ies c6) oc. Ice and Water Shetld _x nllor ies n or_. Ice and Water Shetld Hurricane Stropping GAF Architectual Roof Shingles Detail GAF Architectual Roof Shingles GAF Architectual Roof Shingles REV: Attic2x6 Rafters - 16"oc. �" CDX Roof Sheathing Ice and Water Sheild 2x4 Truss Hangers 2x4 Truss Hangers /� 2x4 Truss Brace See Beam GAF Architectual Roof Shingles Attic 4" CDX Plywood $" CDX Subfloor Detail A; e" CDX Subfloor 2x4 Truss Brace 2x4 /2x6 Hurricane Stropping ' 2x4 2x6 Hurricane Strapping PP g / ! JIM R-1 I sulation Strongback R- sulotio R-19 Insulation Strongbock R 19 Ins tion 2x10 C in Joists Cd 2x10 Ceiling Joists @ 16"oc. 2x10 eilir Joists @ 1Coo. 2x10 Ceilin Joists @ 16"oc. 2,,10 Ceilinq Joists @ 16"oc 1x8 Azek Fasca's1x8 Azek Fascia's M R-30 Insulotio R-30 Insulation R-30 Insulation 2x4 Truss Hangers R-30 Insulation 2x4 Truss Hangers R-30 Insulation 42" Beaded Azek Vented Soffits 42" Beaded Azek Vented Soffits 20 Truss Hangers 2x4 Truss Hangers--/ "„ '" LVL's 2x6 Studs 16" cc. Walk-in 2x6 Studs 16" cc. (4)14 x lig ywoo (2-High) " Exterior Sheathing Master Bath Exterior Sheathing with (3)4" Plywood between Closet � g and on exterior. Grace House Wrap or Equal Croce House Wrap or Equal Great Room Great Room Hardi-Plonk Siding r Master Bedroom Hardi-Plank Siding Seal Foam 7'-0" 14'-6" Seal Foam R-21 Insulation -21 Insulation WORK NOTES: 4" CDX Subfloor Hurricane Strapping Hurricane Strapping 11'4'4" 2x6 Shoe 2x6 Shoe 117" Perimeter Beam 11Perimeter Beam g 1 3/4' x 11 7/8' LVL Floor Joists @ 16' $ 1 3/4' x 11 7/8" LVL Floor Joists @ 16"oc 1 3/4" x 11 7/8" LVL Floor Joists @ 16"oc. r R-30 insulation R-30 Insulation R-30 Insulation J— �OT FO R (2)2x6 Top Plate R-,T I I I I (2)2x6 Top Plate fir =_� CONSTRUCTION 2x6 Studs 16" cc. ( � 2x6 Studs 16" ac. II II J" Exterior Sheathing W/D i Shower Hall Master Bedroom s i i i i i i �Exterior Sheathing Powder f USE UNLESS Grace House Wrap or Equal Grace House Wrap or Equal Hardi-Plank Siding Hardi-Plank Siding — �� r I I L. I I LivingCERTIFIED BY A Seal Foam 2-6 3'-SY" -1 3'-3" " 14'-6� Seal Foam _ _ _ _ R-21 Insulation z z 2 R-21 Insulation Room PROFESSIONAL Hurricane Stropping � � 4' CDX Subfloor H��rcane Stropping — — — — —� I� (I ENGINEER 26 Shoe � ) 2x6 Shoe 118' Perimeter Beam 118' Perimeter Beeffl (2)2x8 Top Plate 1 3/A" x 11 7/8" LVL Floor Joists II ?}2x8 Top Plate _/4 x 11 7/8" LVL Floor Joists @ 16"oc. 2x8 Kneewoll Studs 2�8 Kneewall Stud 1 R-30 Insulation R-30 Insulation � 2;8 ACID Sill � 12'-10" R-30 Insulation R-30 Insulation 2x8 ACO Sill — 10'-4" Line of Concrete Wall Step g' 18" Anchor Bolts 32"oc. 1111k+ x 18" Anchor Bolts 32"oc. "x (2)#5 Horizontal Rebar 15'-5" I Line of Concrete Wall Step (;)#5 Horizontal Rebar #5 Horizontal Rebar o r Line of Concrete Wall Step tX #5 Horizontal Rebar � " X 3000 PSI Concrete 8" PC. Foundation 7-� �v 3CD0 PSI Concrete U •PROJECT: #5 Vertical Rebar 48'oc. 2'-6" 10'-8" 3"x3"x5/16" Box Tube #5 Vertical Rebar 48"oc, Furnace Damp Proofing � ) with y'-6" Damp Proofing o #5 Horizontal Rebar I I ) 12"x12"x1/2" Base Plate #5 Horizontal Rebar ,y UGL Drylok Coaling Bar Area and Rec. Room UCL Drylok Coating Room Rec. Room t 2x4 Wall I I I 8"x8"x3/8" Top Plate o r 2x4 Wall R-15 Insulation ( � R-15 Insulation (2)#5 Horizontal Rebar 3000 PSI Concrete Welded to Girder 3000 PSI Concrete (2)#5 Horizontal Rebar 4" PC Slab w/66 10/10 WWM ) 4" PC Slab w/6x6 10/10 WWM !T o It 2x4 ACO Shoe w/ Poly Vapor Barrier w/Poly Vapor Barrier M 2x4 ACO Shoe -,%EVD ' H ' #5 Rebar 2'-O"oc. — #5 Rebar 2'-0"oc. Short Way Short Way o _o (6)#5 Rebar Long 42"x 10" Cone. Footing Way 6"oc. (Equally Spaced) (Min. 3'-0" Below Way 66,#C�(Equarlly Spaced) BEACH ROAD Final Grade) with (6 5 RepO"x 1'-0" Concrete Fooling GREENPORT NY 11971 with (6)#5 Rebar E.W. Equally Spaced � � SCTII # 043-03-07 DRAWING TITLE: cross SECTIONCROSS B , SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" 301 301 � FIRST FLOOR PLAN a NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: PROJECT NO: DRAWN BY: CHECKED BY: »rn tK: y R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AR ' �*`'� � RB " .� SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �' COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THES � J. F- j- .'' r{ A301 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS +►�^� DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FEMA, etc. Verify all conditions, codes, and requirements with such, 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior Departments, DEC, construction. ® KEHbDffiGN"ASSO0AM uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Hurricane Strapping 13"xll'" LVL Ridge �,'�✓:' a a Nl�V71 LLJJLL �'�_M x .,allot les ry - oc. Hurricane Strapping KEHL DESIGN ASSOCIATES roc 2x6 Roflers - 16"oc. residential & commercial design • consulting e" COX Roof Sheathing 2z4 Truss Hangers Attic Ice and Water Sheild cox Subiloor PO.Boz 1675 phone; (631�433-9084 GAF Architecluol Roof Shingles 2x4 Truss Brace Hurricane Stropping 2x4 / 2x6 Southold,New York 11971 E-Mail: ssbn654@optonline,net R-19lnsulation Strongback �R-19lnsula Kehl Design Associates,LLC o formerly D A K Associates,LLC . 2x10 Ceiling Joists @ 16"oc2x10 Ceiling Joists @ 16"oc, 2x10 Ceiling Joists @ 1Coc. 2x10 Ceiling Joists @ ICoc. "'—'%'�/�!7%' -�T% /;?�7' 1x8 Azek Fascia's ( - O Insulation R-30 Insulation UWNLRSHIP & USE OF DOCUMENTS: 42' Beaded Azek Vented Soffits ( ( These drawings and specifications including the 2x6 Studs 16" oc. ( ( ideas, design and arrangements represented therein, are the property of KEHL DESIGN ( ( ASSOCIATES, LLC. No part thereof shall be $' Exterior Sheathing ( ( copied, disclosed to others or used in connection Grace House Wrap or Equal Guest Loft Area ' with any work or project other than for which Office ( (Show Bdthey have been prepared without written consent. Nardi-Plank Siding ( ( CI, Bedroom Bath Seal Foam D R-21 Insulation ( ( REV: Hurricane Stropping 2x6 Shoe 118" Perimeter Beam 1 3/4" x 11 7/8" LVL Floor Joists @ 16"oc. 1 3/4" x 11 7/8" LVL Floor Joists @ 16"oc. 1 3/4" x 11 7/8" LVL Floor Joists @ oc. 4x12 1.0°CCA Deck Floor Beams @16"oc. R-30 Insulation R-30 Insulation (2)226 Top Plate :::� — — — — 2x6 Studs 16" oc. ( ( e" Exterior Sheathing ( ( Flashing Grace Haase Wrap or Equal ( ( Laund Kitchen Dining Living Hardi-Plank Siding CI' i i Room Room Seal Foam R-21 Insulation Hurricane Strapping 2x6 Shoe llg Perimeter Beam (2)2x8 Top Plate 1 3/4" x 11 7/8" LVL Floor Joists @ I Coc. 1 3/4" x 11 7/8" LVL Floor Joists @ 16"oc. 1 3/4" x 11 7/8" LVL Floor Joists @ I Coc. 2x10 ACQ Floor Joists - 12"oc. 2x8 Kneewall Studs 2x8 ACO SillR-301nsulation R-30 Insulation \ "' Simpson Joist Hanger ;WORK NOTES: — — — — — — — — — — — — —71Hurricane Strapping "z 18" Anrhor Bolts 32°oc. (2)#5 Horizontal Rebar 15'-5" 1 2x1O ACQ House Beam \ \\ #5 Horizontal Rebar ( 4 T_1" Flashing 4x4 ACQ Post 3000 PSI Concrete ( _ #5 Vertical Rebar 48"oc. — —— Damp Proofing ( o ` E—T-6.1 " ®T FOR #5 Horizontal Rebar ( ' 4x4 Post Anchor UGL Drylok Coating ( Rec. Room Rec. Room 2"x12" Anchor Bolt CONSTRUCTION 2x4 Wall o A' R-15 Insulation Conc, Filled 8" Sona Tube USE UNLESS (2)#5 Horizontal Rebar #4 Stirrup 2x4 ACQ Shoe M� CERTIFIED BY #5 Reber2'-0"oc. — — — M Short Way r __ o PROFESSIONAL (6)#5 Rebar LongZIL Way 6"oc. (Equally Spaced) ENGINEER SECTION ( CROSS (4)#4 Rebar E.W. 30"z 30% 12° Ftg.CROSS A Equally Spaced Min. 3'-0" ' Below Final Grade. SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" 3030 PROJECT: Simpson HDU2 Holddown Sir son HDU2 Holddow Sin 3on HDU2 Holddow _Z A.. 10k%00 0 R11 %00 10 w/ 6--SDS a"x3" Screws w -SDS }°x3" Screw w/ -SDS a"x3" Screw E D Em #5 Threaded Rod # hreoded Rad # hreaded Rod BEACH ROAD Simpson HDU2 Holddown Simpson HDI Holddown Simp son HDU2 Holddown GREENPORT NY 11971 w/6--SDS 41"x3" Screws w/6-SDS 1`0" Screws w/6-SDS 41"x3" Screws SCTM: # 043-03-07 :DRAWING TITLE: Simpson HDU2 Holddown Sirr ,on HDU2 Holddow Si on HDU2 Holddow w/ 6-SDS 41"x3" Screws w/ -SDS 4"x3" Screw w/ -SDS 41"x3" Screw 1 #5 Threaded Rod # hreaded Rod # hreaded Rod FIRST FLOOR PLAN © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Simpson HDU2 Holddown Simpson HDI Holddown Simpson HDI Holddown WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF w/6-SDS a"x3" Screws w/ 6-SDS 'x3" Screws w/6-SDS a"x3" Screws KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. #5 Threaded Rod Z #5 Threaded Rod "NOTES: Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NOTE: ALL FOUNDATION OPENINGS 10'-tY NOTE: ALL FOUNDATION OPENNGS of local governing agencies, such as Suffolk Count Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 9 9 9 Y P 9 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ARE TO BE CONSTRUCTED OF ( ( ARE TO BE CONSTRUCTED OF Departments, EMA etc, Verify all conditions codes and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Sim on HDU2 Holddown Simpson HDU2 Holddown Simpson HDU2 Holddown Simpson HDU Holddown Simpson HDU2 Holddown4 P DEC,� � y � � q DBL 2X8 ACQ WITH 2X6 ACQ ," ., �_w/11 x3" , ,,, DBL 2X8 ACQ WITH 2X6 ACQ agencies riot to construction, DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR w SDS x3 Screws 6-SDS-'x3' Screws w 6-SDS "0" Screws w 6-SDS 'x3° Screws w 6-SDS -x3 Screws g PUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT CENTER P05T ` + + / + / + + CENTER POST #5 Threaded Rod ES- " #5 Threaded Rod #5 Threaded RodHil FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. W 3'-�" `3'-�" 3'-� r, 3--V2_—Jr_3'-�" 3-� 3-� 3- 23- 2SEAL: DATE: #5 Horizontal Rebar #5 Horizo Rebar ; #5 Horiz al Rebar #5 Horizontal Rebar ; #5 Horizontal Rebar ; #5 Horizontal Rebar—, R301.1 APPLICATION BUILDINGS AND STRUCTURES AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, #5 Horizontal Rebar ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT NO: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES #5 Horizontal Rebar IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: o THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING x' T rtp• BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS �:f'`.�� R*..k,; '., CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF r �5�,;�' �• Cir,;,' rP �{'' RB #5 Vertical Rebar #5 Vertical Rebar cal Rebar #5 Vertical Rebar #5 Vertical Rebar #5 Vertical Rebar #5 Vertical Rebar Vertical Rebar THIS SECTION. + �� •.:""' c.," '�E-f. NUMBER: R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING 302 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND '°s, `��<.,°.�,_,- - THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ' �®SS S ECTI ® I� C _ THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF �,,r�' � ''" ;_` 'Al NEW YORK STATE. a ti 30 1 `3�FS;�!�g `' DUB NUMBER: OF SCALE: 1/4"= 1'-0" 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR 4 ONE—AND TWO FAMILY DWELLINGS (AISI—S230) pV 'DESIGN°A%011ATEP ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 4 as APP 0 ED AS NOTED DATE 5 B.P.# PLUMBER CER TIFICATi, j ON LEAD CONTENT BEFO, FE=E' CERTIFICATE OF OCCUPA,, N'07V BUILDING :' = ARTMENT AT 7651802 8 AM TC ; ?, M FOR THE SOLDER USED IN WA T FOLUNING 1NSPECTic}wS: SUPPLYSYSTEM CANN,_ 1 . FCNIL ATION - TWO REQUIRED EXCEED 2110 OF 1% LEA." FO; POURED C--,N�'PETE 2. RC';GH - FRAMiNG a PLUMBING 3. INSOLATION 4. FINL - C01`1S7 Y MUST $ECOMPLETE ALL QNSTRUCTI:�', Z-,ALL MEET THE R ECLAEMENTS OF T HE CODES OF NEW DWMB,I,N YOFiKSTATE. NOT RESPONSIBLE FOR ALL PLUMBING WASTE DESIGN OR CONSTRUCTION ERRORS. &WATER LINES NEED TESTING BEFORE CC)VERiNG COPLY WITH ALL CODES OF NEWYORK STATE & TOWN CODES ELECTRICAL AS REQUIRED AND CONDITIONS OF INSPECTION REQUIRED ��'NOLD TOy''ti ZBA � Sni ITNr,I JLSOUTh'OLD TONN TRUST EES N.Y.S.DEC TRUSS PLACARD:NG REQUIRED OCCUPANCY OR DO NOT PROCEED WITH USE IS UNLAWFULFRAIJING UNTIL SURVEY 'OF FOUNDATION LOCATION WITHOUT CERTIFICATi HAS BEEN APPROVED. OF OCCUPANCY Must provide Manuals D, 3 and S as per RETAIPJ STORM WATER RUNOFF D, Energy Code PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting Blower door installed, replaced or and ductwork repaired shall conform testing required. to Chapter 172 of the Town Code GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does BASED ON TABLE R602.3 (1) NAILING SCHEDULE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP Uninhabitable attics without storage DESCRIPTION SPACING AND 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. OF FASTENER LOCATION inches 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (with Or without shower head ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls ITEM ROOF FRAMING and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans :)r NOT. until the first floor framing is in place or brace the foundation 4-8d BOX (2-1/2")OR Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS To TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,TOENAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 3-8d COMMON Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-1 Od BOX (3")OR 2. Written Dimensions take precedence over scaled dimensions 17. Metal flashing shall be installed were concrete abuts wood, Floor drain 2 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen Sink (one Or two traps, with Or Guard in fill components 50 CEILING JOISTS ATTACHED TO PARALLEL 4 RAFTER HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3") OR 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub one or more compartments) - 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ry ( p ) Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. 4-16d OR 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-1 Od COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 3-16d BOX O g y p g g Vent range hoods as per Section M1503 More than 5.7 m U t0 12.3 m 2 2 16d COMMON END NAIL be the responsibilityof the general contractor to verify the depth of all existing footings gpm p gp disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with16d COMMON with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 $ STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" z 24"O.C. FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, includingSTUD TO STUD AND ABUTTING STUDS AT 16d BOX basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 9 16"O.C. FACE NAIL INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-112"x 0.162" r._ 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 16d COMMON an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES 3 112"x 0.162" p g y p P P WHENEVER an alteration, addition,or conversion is made to an Existing Residence, L/360 - ) garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detections stem of the ENTIRE residence must be brought u to code, TABLE R302.6 5-8d BOX(2-1/2"X0.113") O y g p DWELLING - GARAGE SEPARATION All other structural memebers L/240 11 CONTINUOUS HEADER TO STUD OR 4-Sd COMMON TOE NAIL LLI All Concrete shall conform to the latest ACI standards. hardwired and interconnected. 0- SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL (, Reinforcement: Steel reinforcement shall comply with the requirements 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 7 z area FROM THE RESIDENCE AND ATTICS of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleepingNOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END Z Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH W Q ti Exterior walls-wind loads/flexible finishes L/140 W T- required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. EACH SIDE OF END JOINT) FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 518"-INCH TYPE X GYPSUM 0 O �/ Z R404.1.2(9). BOARD L=span length, H=span height 14 BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL �/•� All CO alarms shall be connected to the lighting circuit with no intervening wall OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL (n r n Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with batterybackup. Battery-powered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES �✓ located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). NOT LESS THAN 112"-INCH GYPSUM BOARD USED FOR SEPARATION REQUIRED BY IRC-R302.6 W rT 15 BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL � ca Vertical reinforcement in basement walls shall be located TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL •T 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARDI to provide a maximum cover of 1-1A inches from the inside face. section R602.10.4.2 Continuous sheathingmethod. GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION O APPLIED TO THE INTERIOR SIDE OF / � End conditions for braced wall lines for the continuous sheathing shall conform DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL Q U ch Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF 2-16d COMMON r^ < rwn C m Based on R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) SLOPE SPACING 3-1 Od BOX �v/J� �! `- OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS FACE NAIL v) W c0 > �t Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-16d COMMON M wall and One#4 bar near mid-height of wall. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT 3-8d BOX _I L0 Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL O C,) wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 -•I C q_- cD NUMBER OF 16D COMMON NAILS _ 7. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of (.0 Lo Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 16"O.C. 5 8 10 13 Min. Flo for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or U) Fastening Schedule for wood structural panels E.o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 c cn 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING °.2 rn E y 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 ° L a 2 `o a°s w -w w E J_- or o. cu a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. Type Less than or less than or less than or 4-8d BOX o ° D,o _- ° ° N ° JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL `o- .c_t o SO m" T or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 2 3-8d COMMON Z o ° E 2 M g b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 ° ° c- ° N =..2 °' 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON = n D1 2 0 C ° c.) All Structural connectors i.e.Simpson strong-Tie or USP, etc wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood Screw 12: 12 16"O.C. 22 J I PLATE ROOF APPLICATIONS ALSO 10d BOX 6"O.C.TOE NAIL ;°.� o ° o o m o 0 shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies 16 inches 10 inches ( ) E °'- °� "2 y 2 °Y p g based anchor with 8 inches a� Y � ° �Y E &attics shall have a flame spread index 5 25 on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2 10d BOX a E m r a`c c 3 2 inch embedment 23 BLOCKING TO JOIST EACH END °'L N•° � L .F�3 ° 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON �'w o o 0 o s 5 �, s installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 0 � n� _ a iv �,� = of Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index 5 450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 24 4-16d BOX N °1��- - 2" `_ c c" ` o _ t - BLOCKING TO SILL OR TOP PLATE TOE NAIL ° CU_- c s m �'»-'' o E "Micro-Lam"Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi Insulation maierial,vapor retarders within roof, floor,wall, ceiling assemblies No 10 Wood screw 3-16d COMMON t a o 0 3 c o "Parallam PSL" Design Stress: E =2.0, Fb=2,900 psi, Fv= 290 psi &attics shall have a smoke-developed index<-450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H c / H r HEEL JOINT AJDUSTMENT FACTOR ,"� o c -o .co- c N.c° 3-16d COMMON ° E c L_ E P o o n "Anthonyower Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi 2 inch embedment on center on center 25 2" PLANKS(PLANK&BEAM FLOOR&�.oOF) AT EACH BEARING,FACE NAIL D.0 @ y P P on center 4-1 Od BOX E _.�E � P L � _ C 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 `6 ° a �' Q1 _ °' ° 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in•BASEMENTS, ° ° =J E ° ° ° U °L N each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 1 / 4 1.33 26 BAND OR RIM JOIST TO JOIST 4-16d BOX PER JOIST a EL-- m E o•E`o shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, 1 / 5 1,25 3-16d COMMON Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b. Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 1 Od BOX 24"O.C. FACE NAIL TO TOP&BOTTOM z A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 4-16d BOX opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder, c.Anchors shall penetrate through the exterior wall covering with to embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL W F•- _ not less than 2 inches into the building frame. Fasteners shall be located not less than (n � � 0- B. B. Minimum net clear opening height shall be 24 inches. 2-112 inches from the edge of concret block or concrete. V �_ C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker g TABLE 802.11 2-1Od BOX(3") OR W 0 W D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric RAFTER UPLIFT CONNECTION FROM WIND 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON (2-1121") EACH END, TOENAIL J t'n 9 Y P 9 P d.Where screws are attached to masonry ormasonry/stucco,they shall be attached = z z J � C) from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS SUBFLOOR ,J z WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DE-,KS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND Q +' an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN W O (D Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construct'on/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = fl� () W E -o be protected from wind borne debris. It shall be the responsibility of the General contractor or his subcontractors to submit 130 140 W 0 :�_• N EXCEPTION: Grade floor or BELOW rade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 DESCRIPTION OF SPACING OF FASTENERS U) Z g9 9 and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH NUMBER AND TYP � Q a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new, existing or upgraded) Garage door glazed opening protection for wind borne debris shaill meet <5:12 2 5:12 <5:12 z 5:12 BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING W J stamped by a professional engineer if required by the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane prone regions: SUPPORTS GABLE END WALL FRAMING 0 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON(SUBFLOOR,WALL) 30 continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 16"O.C. 12 3/811 - 1/211 6" SEE NOTE A 6" Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 Sd COMMON(ROOF) 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight .- 6" DIAMETER -► Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to I I of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 16"O.C. 28 348 358 476 446 32 1-1/8" - 1-1/4" 10d COMMON NAILS 6" 12" and the handrail. see code for exceptions. Refer to Code for grip size specifications. "" -"" Label all panels and store in a clean dry area of the house. CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follo"s: 16"O.C. 32 427 398 529 496 P 1/2 STRUCTURAL CELLULOSIC 1-1/2"GALV. ROOFING NAIL 3" 6" 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30 "I", , "III", "IV", OR"V" 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING LU above the floor or grade below shall have a railing not less than 36 inches • 1- in in height. Railings shall have Top rails and Balusters and Bottom rails that are ` 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV. ROOFING NAIL 7" 7" O 0 NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed REFLECTIVE RED FIBERBOARD SHEATHING 9PANTONE#187 16"O.C. 48 599 559 745 697 CV by the riser, tread and bottom rail of the guard rail at the open side of a stairway are permitted to be of such a size that a 6 inch sphere cannot pass through. = 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" �t Q Q Open sides of stairs with a total rise of more than 30 inches above the floor or j,,. , = W L1J grade below shall have guards not less than 34 inches in height measured TABLE 507.9.1.3 1 1-3/4"GALV.ROOFING NAIL " " C) U) Q vertically from the nosing of the treads. REFLECTIVE '+ ( ) 36 5/8" GYPSUM SHEATHING 7 7 10�_ WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION LuC) 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -_ EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER �" 1/2" structural plywood JOIST SPAN TABLE IR602.3 3 °*a; p Y CONNECTION TO RESIST WIND PRESSURES ( ) than 72 inches above the finished grade or other surface below on the exterior --.. of the building,the window must be provided with a window opening control device Panel, Attached to DETAIL <6' 6'1"To 8' 8'1 To 10' 10'1"TO 12' DESIGNATION FOR STRUCTURAL Frame in accordance WALL NAIL SPACING that compiles with R312.2.2 Window Opening Control Devices. COMPONENTS THAT ARE OF 1/2" DESIGN CRITERIA 1/2"DIA. LAG SCREW 30" 23" 18" 15" MINIMUM NAIL MIN WOOD WOOD 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in TRUSS TYPE CONSTRUCTION STROKE with Table R301.2.1.2 & 1/2"MAX. SHEATHING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD of the residential code PANEL SPAN RATING THICKNESS SPACING EDGES FIELD accordance with R302.11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING Wind speed: 140 1/2" DIA.THRU BOLT installed per R302.12 thru R302.12.1 GIRDERS AND BEAMS of New York State & 1/2"MAX. SHEATHING 36" 36" 34" 29" t'hti No of stories: 2 8d COMMON NAIL �./ "R" ROOF FRAMING Mean Roof Ht: 30 ft (2.5"X 0131") 1.75 INCH 24/16 7116" OR 1/2" 16" O.C. 6." 12" Fireblocking materials R302.11.1 shall be as follows: 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMINGRoof pitch: per plan 2. 1/2"gypsum board UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bldg Length per plan 1/2"DIA. LAG SCREWINTERIOR GYPSUM WALL BOARD TABLE R702.3.5 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance & 1/2"MAX. SHEATHING 13" 11" 10" with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan „� rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 - GYPSUM BOARD ��YPSUM BOARD FRAMING SPACING OF FASTENERS Q gg bldg aspect ratio: 3:1 112" DIA.THRU BOLT APPLICATION SIZE OF NAILS 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD g p ORIENTATION TO MEMBERS & 1/2"MAX. SHEATHING 24" 21" 19" THICKNESS TO WOOD FRAMING UL 263,for the specific applications Nailing Sched: Table R602.3(1) FRAMING SPACING NAILS SCREWS U Applicant shall provide engineered wood placard CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS r J on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED 1/2" WALL EITHER DIRECTION 16"O.C. 8" 16" Z TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) ¢ O OF FOUNDATION MATERIALS Residential structures with Truss type construction, CEILING EITHER DIRECTION 16"O.C. 7 12 H at yp SHUTTER DETAIL 5/8 WALL 6d COOLER NAILS Ln � Pre-Engineered Wood Construction And/or Timber Construction EITHER DIRECTION 16"O.C. 7" 1211 M CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration Refer to General Notes for Panel TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 'C3 t� GARAGE CEILING � �� „ EQUIVALANT DRYWALL SCREWS. � .-. Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. 5/8" BENEATH 1 s' O.C. 6 6 cv PERPENDICULAR SCREWS SHALL COMPLY WITH Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection HABITABLE RooMS IRC SECTION R702.3.5.1 Q Ts Sand,silty sand, clayey sand, silty gravel and clayey gravel A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHIN TO GABLE CZ (SW, SP, SM, SC, GM and GC} 2,000 psf O Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) END WALL FRAMING SHALL BE SPACED 6"O.C.. _ (CL, ML, MH and CH) 1,500 psf A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO I ERM zraG' a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON NTOj the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN GABLE END WALL FRAMING �. .r3 �j . GROUND SPECIAL SEISMIC FROST SNOW SPEED TOPOGRAPHIC WIND BORNE DESIGN WEATHERING DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP ... are likely to be present at the site, the allowable bearing capacity shall be ZONE DEPTH �? MODERATE determined by a soils investigation. 11 YES YES 1500 or less 52.1 a - 20 LBS 140 NO NO YES ' « , �.�•�,�� W B SEVERE 3 0 TO HEAVY t is M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. -V 1900 a¢ O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. FOp Vey Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) �. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING RECUIREMENTS BASED ON WIND SPEED s a�S I II I —I °L o ° ° fasten kin stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° ° Min.3"x 11-1/4"net header Header , , 6-16d sinker nails OR END JOIST GTH ° shall occur at top of wall = ='= = ;,' = = -; �= ' '1 METHOD WSP: EXTERIOR SHEATHING OR END JOIST MEMBER DIRECTLY ABOVE @ 16 ° ° , CONTINUOUS ALONG LEN "OC ALONG °i ° ° ° ° fasten top plate to header with OF BRACED WALL PANEL BRACED WALL PANEL '" �=A""°° ,I I•I I•I I. PER TABLE R602.3(3)-FASTENERS 6' BRACED WALL PANEL Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"D.C. •I I•I ON EDGE, 12"FIELD. INTERIOR SHEATHING °I fastened to the required per 8602.3.2 ° I•I I' PER TABLE R602.3(1). FASTENERS VARIES °I king stud withBraced wall line ° 2-16d NAILS EACH SIDE °i •I I I I I I, 6-16d sinker nails \�Minimum 40001b header-to-jack-stud I continuously sheated ° with 1/2"wood .I I•I I I METHOD CS WSP: a, °i x Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening •I I'I AS PER TABLE R602.3(3) a� o astern as shown and 3 in.o.c.in all framing studs and sills structural panels ° EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG p 9( ) opposite side of sheathing •I Ell 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS - °IWITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER ,C �o Minimum 40001b header-to-jack-stud strap( ) BRACED WALL PANEL 8d @ 6' O.C.ALONG r, °I on both side of opening opposite side of Panel splice edges shall occur over 0.131 x 2.5"LONG BRACED WALL PANEL °BRACED WALL PANEL ° gand be nailed to common blockinAT 6"O.C.ON EDGE AND 12" O.C. o r '1 sheathin o g LE IN FIELD BRACED WALL PANEL O) °.° Min. Double 2x4 framin covered with minimum :___:___ within the middle 24"of the portal- BRACED WALL PANEL 9 BRACED WALL PANEL r ° —__ ._..__ °.. .° le hei ht. One row of 3"o.c.nailinI I' BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL BRACED WALL PANEL ° 1/2"thick wood strucral panel sheathing 9 9 9 X with 8d common nails @ 3"o.c. in all framing Q; o is required in each panel edge. _ I' SHALL BE MIN. 1/2"GYP. BD FASTENED 3-16d @ 16"OC ALONG !° (studs,blocking,and sills)typical if needed I 1 3-16d @ 16"OC ALONG ! WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d @ 16"OC EACH !°id 2'to 18' finished width I I•I WITH TABLE 8702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL i° Min. length 16" ( ) 2x6 Kin &Jack stud °I I° 9 9 °i 1/2"min.thickness wood structural W I'I I• BLOCKING MEMEBER Min Double 2x4 or _ ,I I,I I I TABLE 8602.3(1)FOR EXTERIOR WALL per 8602.10.5 _I _ _ _ _•_ _ _ •Fi• _ _ _ J. SHEATHING °� p panel sheathing _ _ _ _ _ _ • _ _ _ 4; CONTINUOUS RIM OR CONTINUOUS RIM OR Min double 2 x post 'I • I'I END JOIST ° No.of jack studs per I° I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST °! I° Min. 2 2x4 t z ( ) YP� Table 8602.7(1&2) •I I�I 1•I OVER AND BE FASTENED TO COMMON STUDS. ° Min.(2)1/2"Diameter anchors ,1 I,l I I I• HORIZONTAL PANEL JOINTS IN BRACED i 2 16d NAILS EACH SIDE ° a — --- ° °-8-° installed per section R403.1.6 WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3/16"plate washer INTERIOR l,1 I. AND BE FASTENED TO 1-1/2"THICK FULL HEIGHT BLOCKING SPACING COMMON BLOCKING CONTINUOUS ALONG LENGTH O ADDITIONAL FRAMING I I I ! 1 I' MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING W .I I•I I.1 I• 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG r , •I I•I I•I !• BRACED WALL PANEL v z 2 X BOTTOM PLATE Z '1 I 1 I I I• METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE 8602.10.6.4 W Q W �— ,I I•I I•I I, W •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE 8602.10.8(2) Attach Sheathing to Q Q } 'l I 1 I 1 I• BRACED WALL PANEL CONNECTION WHEN - Band or Rim joist with nail sole plat Attach Sheathing nail sole plate �/� O ' f Z •,_ _ _ _ i _ _ _ 1•, _ _ _,• BRACED WALL PANEL CONNECTION WHEN SD common nials I o to joist per Band or Rim joistwi a to joist per vJ 0�/ `,J � ' • ' ' ' ' • ' ' ' • I. ' ' ' • ' PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top an °° Sub-Floor nailing sched. at common nials a° nailing sched. W L.L. ° Bottom _ _ __._..__. ..._..-.__. at 3"o.c.Top and ,1..°_�"�_- " Rim Joist �-I-- co FRAMING FRAMING °' ' Bottom ° ° ° ° ° / per Joi s Q Rim Joist p = 0 FASTENING REQUIREMENTS FOR ° ° ° ° ° ° ° ° ��Holdowns U CD W° ° ° ° Bperpans W V) coN -I`BRACED WALL PANEL AS PERI,- CZ 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 < m < � 1 TABLE R602.3.(3) 2 `D CEILING OR Q Q J U FLOOR JOIST DIRECTION Simpson 1-1/4" galy. x 20 gage 2 ENDWALL—► connector Stud To Rafter Were the distance is SIMPSON H2A nails in each end at each rafter. ENDWALL ' /coil strap with (5) 8d common N between 9-1/4"to 15-1/4" at each Rafter. With FLOOR AND CEILING JOISTS Typical Metal provide blocking @ E-- WINDOW MENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter ° o `°PROVIDE@STRUCTURAL RIDGES o E P (J�0` ISTSSEE PLANS strapping _ braced wall panels �,.at Openings Fv (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field m s N o a°L Each Rafter on Each side y " =N U °,6 Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing o _r- Z5 o BLOCKING shall have Solid Blockin g ° °� e" °r c plywood sheathing _ Of Ridge to have a 0 o Schedule Dw 1 g Simpson LSU skewable hanger ° J. TYPICAL @ all Plywood Joints o•- N AT 48.1 OC nI F - 2 22 0� �� u �° c�°iy SIMPSON H2A 2-BAYS IN c n"` ° Solid blockingbetween at each Rafter. With °''� ° `°.N•Cr ° ° 3 BLOCKING @48 INCHES ON CENTER 1-1/4 x20 Gage Metal Coil °= N o 3 - C C 3 O rafters attached to top (5)8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails a a ° a 22 Cn w plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° ' � P Noy . SECTION A-A along length of braced wall (5) 8d x 1-112" nails in Stud in each end. catch jack studs Look Out Blocks °° t a= _ o o 3 o and window or door Header. Corner Holdowns panel. � Refer to plans _ o m o c o for locations ° ._ v, ` Co ro N END WALL BLOCKING DETAIL 7v Typical each side and ALL Less than Gable End Wall " ° C�^ CU if required r windows and doors. or Equal o N o _ ¢ o r FOR FLOOR AND CEILING BRACING RIM JOIST BLOCKING BETWEEN RAFTERS as BRACED WALL PANELS t0 12" ° ` � � - o ° ° G o t 0 7-O O .0 C N f U in lD � I- f0 � a.� O d NTS Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS RAFTER TO RIDGE STRAP 88023 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION . IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS U�/) AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING z CO PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. 7 ° PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD � 4 5 N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED J WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE v TO THE RAFTERS WITH 4-8D NAILS THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. EACH END O Q ALL THRESHOLD CAREFULLY 2X P.T.LEDGER; MUST BE ONE SIZE TREATED SECURE 0 r-+- 1— DECKING SECU T W FLASHED&CAULKED TO GREATER THAN DECK JOIST AND TOP OF RIM JOIST WITH COMPOSITE RAILING O 0 PREVENT WATER INTRUSION CONTINUOUS FLASHING NO GREATER THAN THE DEPTH OF THE RIM JOIST 100 THREADED NAILS OR I ( SYSTEM.VINYL RAILING EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIAGALV LAG SCREWS P .HOT-DIPPED ER TABLE 8507.2 AND AT 6"OCC.#10 X 3"WOOD SCREWS / TOP AND BOTTOM RAIL SIMPSON CBSQ�/ CONTINUOUS FLASHING EXTENDED PAST JOIST HANGER I I AND COLUMN COVER AND PAST JOIST HANGER PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) i i COLUMN CAP.MEET RCNYS ALL THRESHOLD CAREFUL see Schedule on DWG-1 FOR CODE ° C:!;4 R THIRD CUT GALV.DECK HANGER FLASHED&CAULKED TO ti of la screw shall full extend beyond COMPOSITE DECKING I I 16"X 16"CAST-IN-PLACE LENGTH p g y y AN ONLY PREVENT WATER INTRUSION the inside face of the band joist. ATTACHED PER CONCRETE PIER SIMPSON LUS26 @ 2X6 1 6X 6 TREATED POSTS �� MANUF.SPECIFICATION I I LAG BOLTED TO JOIST 12 Min SIMPSON LUS28 @ 2X8 GALV.DECK HANGER SIMPSON LUS28 @ 2X10 SIMPSON LUS26 @ 2X6 AS PER MANUFACTURES SPECIFICATIONS. SIMPSON LUS28 @ 2X8 1/2"DIA.GALV BOLTS W/ �-- LOCK WASHERS. 4-#4 REBARS 114 JOIST 2X P.T.LEDGER;ONE SIZE GREATER SIMPSON LUS28 @ 2X10 0�' THAN JOIST AND NO GREATER 2 x JOISTS I O ��2x RIM JOIST ATTACHED WITH DEPTH,MAX. CLEAR THAN THE DEPTH OF BAND JOIST MIN. il6 JOIST W N -- —_ (3)10D THREADED NAILS OR 1/3 JOIST DEPTH,MAX. l: S W ATTACH TO BAND JOIST WITH iv=I. 3 # 1/2"DIA.LAG SCREWS PER SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS O ( ) 10 X 3"WOOD SCREWS DEPTH,MAX. H TABLE 8507.2-or see Schedule on DWG-1 1I ALLOWABLE LOAD PER TIE:840 LBS SIMPSON H2.5 AT Use 1-1/4" Metal O Z �, NOT LESS THAN 4 LOCATIONS SPACED EQUALLY CONT.CAST-IN-PLACE N ti of la screw shall full extend beyond ' �� E 2xH2 GIRDER w/2-3/4"DIA. 36"W JOIST xE2'THTE ICK CH FOOTING So I i d sawn�joist and rafter COII Strap 20 Gage 6 ¢ co p g Y Y AND TWO WITHIN 24"OF EACH END OF DECK 12 Mlrl (5) 8d common nails = W the inside face of the band joist. OR GALV.THRU BOLTS AT EACH " W 3�� - W/3-#5 CONT.@ 12 OC — SIMPSON DTTiZ W/(6)0.148 X 1-1/2" BLOCKING 1 = in EACH END at U J notchinq and boring limits. J � > Q NAILS @MIN.OF 4 LOCATIONS POST GIRDER CONNECTION �- �- EACH Stud. 3MIN THREAD SPACED EQUALLY. TWO WITHIN 24" SIMPSON DTT2Z W/(8)114"x 1-1/2"SDS SCREWS OVER BEAM Q W U PENTRATION OF EACH END OF DECK: ALLOWABLE LOAD PER TIE: 1,825 LBS BETWEEN EACH ® ® L 0 NTS 8d @ 6" oc Along 0 ALLOWABLE LOAD:EC LBS EACH TIE. NOT LESS THAN 2 LOCATIONS WITHIN 24" 6x6 P.T.POST MIN THREAD OF EACH END OF DECK: JOIST Braced Wall Panel 3/8"DIA.LAG SCREW PREDRILLED PENTRATION 3/8" MAXIMUM OVERHANG FIGURE R602.10.8(1) TO TO CENTER OF TOP PLATE,STUD DIA.LAG SCREW PREDRILLED SHALL BE JOIST SPAN/4 OR HEADER TO CENTER OF TOP PLATE,STUD OR HEADER WALL TO WALL STRAP R507 EXTERIOR DECKS CONCRETE DECK PIER FOOTING DETAIL 10 LEDGER BOARD ATTACHMENT TO BAND JOIST 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK AND RAILING DENTIS 13 3/4" = 1'-0" 14 15 NTS NTS WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS V 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails N z FASTENERS at each stud C SEE TABLE 507.2 at each stud TOP PLATES TOP PLATES N IN 2 ROWS Strap may be attached OVER Strap may be attached OVER EXTERIOR OR a the plywood OR directly to BEARING WALL v� O @ Qo 0 5.5"MIN FOR 2X8• Studs. the plywood OR directly to 5"MAX 6.5"MIN FOR 2X10 Studs. STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 _ NOTCH GREATER �,; BORED HOLE MAX. DIAMETER 61.1% 0 @ O CV THAN 50% ��l DIAMETER 40% (PERCENT)OF STUD (PERCENT)OF (PERCENT)OF DEPTH 0 3-16d @ 16" oc Along PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE ,� M STUD DEPTH 2"MINL . 'P • Braced Wall Panel METAL TIE FASTENED ACROSS AND 5/8"MIN. 5/8"MIN. 5/8"MIN 5/8"MIN. LAG SCREW OR THRU-BOLT - I " TO THE PLATE AT EACH OF THE TO EDGE TO IEDGE TO EDGE TO EDGE LEDGER BOARD T3/4"MIN — —_ i FIGURE R602,10.8(1) NOTCH WITH 8-10D NAILS EACH SIDE N V NOTCH MUST NOT I NOTCH MUST NOT I �IIIIIM=ill ° •••• N O M Cr EXCEED 25% o EXCEED 40% o (PERCENT)OF (PERCENT)OF ' -lal � C3 STUD DEPTH o STUD DEPTH o " °" TOP PLATES -��`, A fl PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD PIPEHip BORED HOLES SHALL _C "- � G.•. IF HOLE IS BETWEEN NOT BE LOCATED IN STRAPPING 'o"` ao%(PERCENT)ANo PER FIGURE R507.9.1.3 (1) �' '; ry tf' BORED HOLES SHALL THE SAME CROSS , �' p„ NOT BE LOCATED IN 60'/,,(PERCENT)OF STUD DEPTH THEN OR NON INSTU UT Applies to Garage Wall and THE SAME CROSS OR NOTCH IN STUD pp g _ • � ` STUD MUST BE DOUBLE 'DISTANCE CAN BE REDUCED TO 4.5" SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction I;III= I • FIGURE R602.6.1 OR NOTCH IN STUD SUCCESSIVE STUDS SPACING IS REDUCED TO THAT OF IIIIII; <' ARE DOUBLED TOP PLATE FRAMING TO AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS ' ' �t3 �� ' 2 TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR ACCOMMADATE PIPING WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGURE 8602.6(2) FOUNDATION-SILL-STUD 01J NOTCHINGAND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto up and out of the MANUFACTURED LIGHT ENCLOSURE p Full Thick Insulation way for access thin profile structural glued together see Ian w/ ceiling line Exterior Y p p ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathingas draftsto and lay on plyw od Batt Insul CEIING FRAMING support Seal joint with Sheathing eala Insulation dams p OF SEALANT SUbflOOr behind tub Tub attic hatch - R-val Non-combustable sealant Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking SUBFLOOR GLUED,CAULKED Sealed to"� Air Seal / insulation from exterior insulation requiremen access opening Sealant or OR GASKETED TO RIM Continuous wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through of Sealant or adhesive ) access as enclosure liner sealed SEALANT Sealant L � solid blocking adhesive at perimeter and seams. SILL PLATE INSTALLED ,� gid Sealant Pr -F Fir I 1 min Rigid sealed around Weatherstripping EXPANDING FOAM SEALANT e ab ep ace OVER GASKER SILL g pp g Panel Seal stairs Adhesive' Casing/� Insulation. Air 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges `Pull-down frame gap 1 1 x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase or foam attic hatch (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (511 PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL (c-) PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ATTIC HATCH DETAIL TO BAND JOISTS ` �•+� This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation 7 R-`(1 Atlrr$ta%r Cnt.r�' L ENERGY NOTES �M- . . Eave baffle installed - � 9a. R403.3.2: Duct Sealing Mandato Ducts, air handlers and filter boxes shall r 1. All design & construction in compliance and built accordingly to the g ( ry) adjacent to soffit and eave 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party (HERS Rater) using the Table R402.4.1.1-Air barrier and insulation installation. Manual "J" Manual, "S" & "D"submitted at CO. vents. Baffle shall extend over W The authority having jurisdiction shall be permitted to determine an a. . • the to energy efficiency program to exceed the energy efficiency required by this code. p Of the attic insulation U Z 9b. R403.3.3: (Mandatory) Duct testing-Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. z W d TABLE R102.1.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) W ❑ ti AIR BARRIER AND INSULATION INSTALLATION y energy manual "J" Manual ,"S" & "D"submitted at CO. 2 X CJ W/ INSULATION ❑ G( W T efficiency, NYS mechanical code, 2020 conservation construction code of NYS. COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ 11 AS PER DRAWINGS 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ (n O Z General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see ' OR HERS RATER ; W �/ 0 requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs LL Q Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. = O tA SEALANT 4-1 continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. Q (� m 11. (R403.3.5) Building Cavities (Mandatory) W Breaks or joints in the air barrier shall be4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall W !n sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs �! M > Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N 1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) j Q J -Fu LO 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. installation density of the insulation shall be at the manufacriirers'product p g p 0 J a) o C accordance with the criteria listed in table 402.4.1.2 or required b code official Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. ,. ; ,. • Q 0 � recommendation and said density shall be maintained for all volume of q Y (V or an approved third art using manual "J", "S" & "D". Automatic controls, temperature sensors and pumps shall be accessible. I ec - co I each cavity. Batt type insulation will show no voids or gaps and pp party g G > c0 i.n maintain an even density for the entire cavity.Batt insulation shall be Manual controls shall be readily accessible. installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to sen ices,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE N The building shall be provided with ventilation that compiles with the requirements of E.s exists,the batt product will be cut to fit the remaining depth of theEXTERIOR WALL AIR BARRIER SEALING EXAMPLE _ E " cavi Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and o o shall e placed to fill any surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system w °' s y C o L is not operating. a ° test results shall be signed by the party conducting the test. p g manufacturers'specified density, Where faced batt is used,the .°'� " o � � installation tabs must be stapled to the face of the stud. There shall.be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM .� = o a o ; � o Cm N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy c , _. „ N m - 0_._s o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN a� ---r e 7 M m `a _ N = 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements .o° o 0 0 stapling installation tabs. ACCORDANCE WITH a 0 ° , 0____o combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or r : i equipment is used to provide whole-house mechanical ventilation the air handler shall be Wood Blockin HERS REPORT r t" i i 0 t� L'N E ° = 3 Insulation that upon installation readily conforms to available space according to UL 127. P 9 w � _ __ 3 g shall be installed fillip the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam -�, i i o o g -o . a @ s g TYP. ROOF CONST. = m a4, density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be `�" i ` ° " _=Y °' o 14. N1103.7 R403.7 Equipment sizin and efficient rating Mandato - @ - - = L 0 0 - l LL � � �� 3 o E provided for each separate heating and cooling system. Temporarily operate ( ) g y g ( ry) Roof underla ment s'` ° ° o Cr --t ° _ ° Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with y 2 x CJ W/ INSULATION ceiling/soffit shall be aligned with the air barrier. y g sealed to drip edg s g' shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA AS PER DRAWINGS ° - N c t N 5 gaps Manual J or other approved heating and cooling calculation methodologies. z =� insulation and an a s in the air barrier 2 �, - - sealed. New or re lacement heatin ane coolin a ui ment shall have an efficient OR HERS RATER ,. , " ` ;.•^� L o �'a� L ° ° �, 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum p g 9 q P Y ` !1 ° U) M ° F- (u E a._ ° of R-8 3" or greater in diameter, and R-6 ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ t Access openings,drop do«�r stair or knee Batt insulation installed in attic roof assemblies may be compressed at @ 9 @ - wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. Soffit see --�� SEALANT shall be scaled. party using the Manual "J", Manual "S" &"D" submitted at CO. Const. Dwgs 15. N1104.1 R404.1 Lighting equipment Mandato non-vented rn Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall Plate shall be sealed. The junction of the by completely fillip the cavity with a material having a thermal contain only high-efficacy lamps. Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall _I J sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2) ` Q _ installed in substantial contact and continuous alignment with the air barrier. W Q F... Windows, skylights The space between window/doorjambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL- RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION 0� ❑ shall be scaled. DUCT SEALING REQUIREMENTS ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING Rimjoists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR DESIGN TEMPERATURE TEMPERATURE GIS � � TEMP COOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 75'(db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framingand extend from the bottom to the to of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY APPROVED WINDOW p HEATING COOLING BULB OPENING LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be 9 15 7.5 71.5 M 30% 45-55% D shall be covered with a Class 1,black pernianently attached to the crawlspace walls. W vapor retarder with overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) H taped. N Z - - - - - - - - - - - - - - - - - - Cn Shafts,penetrarions Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) WINDOW �t Q shafts opening to exterior or W P g LOCAL EXHAUST RATES TABLE M15o5.4. INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa• b = W LLI unconditioned space shall be sealed. 24" U APPROVED WINDOW"SPHERE CANNOT -� RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4IY j AREA TO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% PASS THROUGH FALL PREVENTION Q U-1 Q SEGMENT DEVICE CONFORM TO < � Narrow cavities Batts in narrow cavities shall be cut to fit and installed to I FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS the correct density without any voids or gaps or Factory 4 3 2 1.5 1.3 1.0 FINISHED FLOOR compression,or narrow cavities shall be filled by R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM FINISHED GRADE a. For s stem run time values between those given,the factors are erm;tted to be TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. y g p BE A MINIMUM OF 24"ABOVE THE FINISHED INTERMITTENT OR 20 CFM CONTINUOUS determined by interpola*ion. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. 11 1 EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE I). Extrapolation beyond the table is prohibited, COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thenal h envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW TABLE M1505.4.3(1) A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING Plumbing and Batt insulation slvall be cut neatly to fit around wiring and CONTINUOUS AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. R312.2.2 WINDOW OPENING CONTROL DEVICES: wiring plumbing in exterior walls.There shall be no voids or WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH gaps or compression where cut to fit. Insulation that on REQUIREMENTS 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION ,� N installation readily conforms to available space shall PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO o � a extend behind piping and wiring. NUMBER OF BEDROOMS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN MEET THE CLEAR OPENING AS REQUIRE OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGREE SS R310.2.1 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be F� W exterior wall showers and tubs shall separate them from the showers and insulated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 tubs. N1101.14 (R401.3) Certificate (Mandatory) H ¢ �: .� ct (square feet) Electrical/ hone The air barrier shall be installed behind electrical or Airflow in CFM ^ M box on exterior wall communication boxes or air seated boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall `�' o in the space where the furnace is located, a utility room or an approved location inside the building. �00 -0 HVAboots register HVAC register l be scaled ed tth penetrate building g thermal 1,500 30 45 60 75 90 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit � x �cs � boots envelope shall be sealed to the strbfloor or drywall. p Y ® directory label, service disconnect label or other required labels. The certificate shall indicate the o `� cn 03 Concealed when required to be scaled,concealed fire sprinklers shall 1,501 - 3,000 45 60 75 90 105 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components sprinklers only be scaled in a manner that is recommended by the such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; R T Aq O manufacturer. caulking or other adhesive sealants shall not 3,441 - 4,500 60 75 90 105 124 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results be used to fill voids between fire sprinkler cover plates and C'�°/ walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. 4,501 - 6,040 75 94 105 120 135 Where there is more than one value for each component, the certificate shall indicate the value IC = insulation contact. p a In addition inspection of to walls shall be in accordance with the provisions of ICC-400. covering the largest area. The certificate shall indicate the types and efficiencies of heating, cooling and service water heating equipment. Where a gas-fired unvented room heater, 01 p g p E�,441 - 7,500 90 105 120 135 150 ( ! j electric furnace, or baseboard electric heater is Installed in the residence, the certificate shall > 7,500 105 120 135 150 165 Indicate as-fired unvented room heater, electric furnace or baseboard electric heater, as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, For SI: 1 squire foot = 0.0929 ml, 1 cubic foot per minute = 0.0004719 in'l/s. electric furnaces and electric baseboard heaters. 3-Corner studs connected to �� 3-2X transfer shear Framing members 3-Corner studs load 6" connected to transfer shear 2-16d Nails TYP. HDU2 HOLDOWN load @ 6" o.c. w/ 6-SDS 1/4" x 2-1/2" Screws ' 2-16d Nails 6" Simpson 5/8" threaded rod @ 6" o.c. .`___ coupler-nut and SSTB anchor TYP. HDU2 bolt thru-box and inbed HOLDOWN into concrete foundation. and framing Preservative-treated 5/8" Simpson barrier required for Preservative-treated SSTB connectors in contact SIMPSON GLB BEAM SEAT barrier required for Anchor Bolt with treated wood �- e connectors in contact per manuf. Specs z with treated wood 16"X 16" CAST-IN-PLACE CONCRETE PIER SIMPSON HDU CORNER TYPICAL SIMPSON HDU CORNER ryHOEDOWN ON CONCRETE HOEDOWN i@ BOX FRAMING STNTS (; 0- 4-#4 REBARS z z W d LJJ ~ it 0 'Q ONT. CAST-IN-PLACE CONCRETE „ (n r n HAUNCH FOOTING 36”W x 12"THICK 52-0 W �—/ m W/3-#5 CONT. @ 12" OC _ LL m / 9'-6" 12'-6' " 9 '-6" 9'-6" 10'-11'/" Q U �' m 2ND FLOOR DECK FOOTING N Q W 24"SQ CAST-IN-PLACE M CONCRETE PIER ON 36"X36" --------° �--------• .--------. ,________, � . . ' CAST-IN-PLACE CONCRETE FOOTING i - - i i r - - i ; r - - r - - LO WITH 3-#5 REBARS EA.WAYco 6"CCA-POST,POST ANCHOR a) L co FOOTING DETAIL -SEE DETAILS ON DRAWING-2 ® ® ® ® ' NCONCRETE-PIER J M FOR STRAPPING AND ` - - J ; ` - - J ; '- - - ' ` - - ; G 3/4" = 1'-0" UPLIFT CONNECTIONS, MIN 36"BELOW FINAL GRADE 2ND FLOOR DECK FOOTINGN 24"SQ CAST-IN-PLACE 7'"2'/a' E.0 CONCRETE PIER ON 36"X36" 2 x 6 DECK JOISTS 16"oc c p N _ __ C TYPICAL DECK FOOTING aoi•� o E CAST-IN-PLACE CONCRETE FOOTING ; _ ; 2-2 x 6 P.T.GIRDER 12"round concrete poured pier L9 m S) R,N' `o o °_ WITH 3-#5 REBARS EA,WAY r - ' footings to virgin soil,4"-ACQ o Y, E 6"CCA POST, POST ANCHOR I i_ _ post,Gaiv Post anchor- o � o (0Jc °Q R302.13 FIRE PROTECTION OF FLOORS -SEE DETAILS ON DRAWING-2 Q I DECK LATERAL HOLDOWNS !, See details on drawing-2 011 a o m FOR STRAPPING AND _ I SIMPSON DTT2Z w/(8) —_ -- _—_� for strapping and uplift " c w ° UPLIFT CONNECTIONS. ;--------; 1/4"X 1-1/2"SDS _ connections. Bottom of �; ° o 2� a - °o FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, S MIN 36"BELOW FINAL GRADE WITHIN 24"OF EACH END - ° m ° ih I I I _ footing Min.36"below grade c a g y�c » aY m o HALL BE PROVIDED WITH A 1/2-INCH (12.7 MM) GYPSUM WALLBOARD MEMBRANE, I I SEE DETAILS ON DWG-2 7'-1'/2" Zo s N o 3 L'� 1 0 3 5/8-INCH (16 MM)WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE _ _________________________________________ ____ CQ �" �� -------- — — --------------------------------------------------------------- w,"- ° U o O dU 2 N-L L 2XSUECKZEDGI=R'---�------- o o ° m ° �� `� N � UNDERSIDE OF THE FLOOR FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS, 8X16 FDN VEN — J SEE DET. ON DWG 2 8X16 FD VENT °' >T a VENTS ELECTRICAL OUTLETS LIGHTING, DEVICES, LUMINAIRES, WIRES SPEAKERS — — � ° `°` ` � r OUTLETS, , , I V' r_ V v �' V' 1 V t> V o v - I L d 7 C rn� ° 3 V DRAINAGE, PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. ; a — ° ' ° ° ° ° ° " ° ° ° ' — ° ' ° ° ° ' ° ° ° ' ° ° ° " ` c o 0 o ° o m ' , 8X16 FDN VENT a° z + N.2 E E 5 6"0 N EXCEPTIONS: a �-- ° ----------------------------------- ______________________________________________________________J______________----________-_____________-__� , E– Q _ C C LL I , > I ami c nE m a o m u oL h ' W + 0 ch Cr F- m E c`. 3 6. 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN : > ; - I a CRAWL SPACE " ' AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, NFPA 13D, I � N 2" CONCRETE SLAB ON = I io � ' OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. � I x ' m , 4" BASE COURSE OF CLEAN Cn °0 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED FOR ' x a , �, 3 , I STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR ELECTRIC-POWERED HEATING APPLIANCES. ; °° GRADED RCA. LL , •------------------------------ ---- ----, 6 MIL VAPOR BARRIER. > I 3. PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE UNPROTECTED WHERE ` COMPLYING WITH THE FOLLOWING: D v NOTE: Crawl Space SHALL NOT be used for: `= ONT. HAUNCH FOOTING ; c 36 W x 12 THICK W/3-#5 a �, storage or for the installation of fuel-fired or �, „ � , 3.1 THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED o ° ; m electric-powered heating appliances. to comply m CONT. @ 12 OC + 80 SQUARE FEET(7.4 M2) PER STORY. j ;------------------------------ -- N with R302.13 exception 2 M o CAST-IN-PLACE CONCRETE 3.2 FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG THE ° + ° — N I SEE DETAIL THIS PAGE a PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED PORTION FROM ~ ~ ' THE REMAINDER OF THE FLOOR ASSEMBLY. ; ° 36'-5'/i' 81 , a 13'-6'/z" 7'-0" 9'-0" 4'-7'/z" 8'-6" 7'-4" 'b 1 D ' 24"H X 30"W N ' 16"X 16" CONCRETE PIERS CRAWLACCESS PANEL SEE DETAIL THIS PGE a ; 1 HOUR FIRE RATED (3)1-3/4"x`11-7/8"LVL -NI ` _ ( ) (3)1-3/4"x11-7/8"LVL �; ; _ in Ce) ' ' ° -- ------------- ---------------------- --- -------- ---------- ---------- ---- ---- -- �- a o - Beam Pock (typ) �'' `�' 6„ 6" a D — �� r — — — — — — — — — -1 — — — — — — — — — — — — shim as req' _ p A"J'-13% 3'-0" 10'-0" 1, 3'4" I o o D I WW 04 M ; UNEXCAVATED N ; ; I 6"X 16" CONCRETE PIERS I I ' N U o NTOP OF SUBFLOOR a TYPICAL GARAGE SLAB I I SEE DETAIL THIS PAGE L—J I N Z _ ; 0 4" CAST-IN-PLACE SLAB I i 0 i Q N ; FIEERMESH ON 6 MIL ° cv POLY V.C.ON GRADE ° +IO++ I CONT. HAUNCH FOOTING I I p ' � - LLI ❑ LLl ° r- �a , \ _ ' a PITCH SLAB-1/4"FT TO s I .� + + «+ U J rn ° + GARAGE DOORS ; , 1 36"W x 12"THICK W/3-#5 U) �, I , o TOP OF FDN I I CONT.@ 12"oc N m 0-' LL c 2X6 TREATED ; , CAST-IN-PLACE CONCRETE J , �, Z I .0 PLATE , , o , ° W ; ANDANCHOR i D D i i a i d ++ N O I , " ~J , '„ I I Zp , BOLTS X6 TREATED PLATE °, 33-8/z 8-10 21- W ' TO CODE AND ANCHOR BOLTS I m TO CODE I v I I t i---- -------------------------------------- ----- D 7 + P� � + DROP TOP OF CONCRETE I M ; REVERSE SHE F 6"WIDE(-9-1/2") 00 ' D i AS REQUIRED FOR i 4 i I ' , ° 7 > 7 7 #5 REBAR @ 24"OC X 60"L GARAGE DOOR,SEE PLAN + ° + + c. o p V a , , WATERPROOFING , ° FOR GARAGE DOOR SIZE , ----------1_ ________________________ -- -------- , ------------------------------ 4 --IPJ RE ERSESHELF 6"WIDE(9-1/2") (----------------------------------------------- Zo I I 1'-0" FDN WALL zD ------------------------ TYPICAL FOUNDATION IN ACCORDANCE WITH CHAPTER 4 TABLE R404.1.2(8): o FOUNDATION LEDGE DETAIL 8" and 12" CAST-IN-PLACE WALL WITH 7'-3" I'n Z SCALE: 314" - 1'-0" HORIZONTAL REBAR PER TABLE [-�I ►� Q �; o R404.1.2(1) - SEE DWG-1 NOTE #6. 0 I-0 11 M ON 36" x 10" CAST-IN-PLACE CONT. WALL FOOTING 36- 16 w/ 3 - #5 REBAR CONT @ 12" OC 52'4" OC = 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE x N SHIELD, EXTERIOR DAMP-PROOFING, ALL / oct FOUNDATION FOOTINGS TO EXTEND TO TYPICAL ANCHOR BOLT -R403.1.6 FOUNDATION PLAN VIRGIN SOIL & BE FULL HEIGHT OR STEP MAXIMUM SPACING: 1/2"@ 72"O.C. EMBEDMENT OF 7"WITH - NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST SCALE: 1/4" - 1'-0" QED At? U FOOTINGS 1 V TO 2H ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. C� 1. Walls 24 inches total length or shorter connecting offset braced wallf�`�N. panels shall be anchored to the foundation with not fewer than one anchor bolt Ci located in the center third of the plate section and shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) ;t %? A 2. Connection of walls 12 inches total length or shorter connecting offset braced wall panels to the foundation without anchor bolts shall be permitted. �, - The wall shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) 52'-0" 141-611 10'-6'/" 10'-6/4" 16'-5'/2' 4'-0" 4'-103/" 51-71/" 51-7'/2" 4'-103/" PLUMBING NOTE: 321-611 GUARDS R312.1 Z ALL PLUMBING SYSTEMS SHALL BE GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF INSTALLED IN ACCORDANCE WITH 2'-011 9'-6" 9'-6" 9'-6" 2'-0" OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, (— PART VII-PLUMBING RAMPS AND LANDINGS,THATARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR ELECTRICAL NOTE: OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES O HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. W ALL ELECTRICAL EQUIPMENT INSECT SCREENING SHALL NOT BE ( � AND WIRING SHALL BE INSTALLED r — — — — — — — — — — — — — — — — — — — — — — — — — — CONSIDERED AS A GUARD. v IN ACCORDANCE WITH PART VIII-ELECTIRCAL __ __ __ __ __ __ __ __ z %I- OF THE NYS CODE. A MINIMUM OF 75%PF 2-2x12 P.T.GIRDER t 2-2x12 P.T.GIRDER ) 2-2x12 P.T.GIRDER �,� HANDRAILS R311 PERMANENTLY INSTALLED FIXTURES E .7.8 W L L__ .__________________J__ J_____ ________________L L________ _ __J__ J_ ==�_ ___ - __________________ ___ _�- -- ________________ _ ___ -________ _____________+___ - ^ r- MUST HAVE HIGH-EFFICACY LAMPS. ' I HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE iL Q _ SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. -- LL >- MECHANICAL NOTE: ° SEE CONNECTION_ I (/) 0 (D z DETAIL 12 a) THE MECHANICAL SYSTEMS SHALL WOOD LANDING ON DWG-2 I W BE INSTALLED IN ACCORDANCE WITH w &STAIRS& w Q. PART V&VI OF THE RC OF NYS. I 1 - = O ALL MECHANICAL SIZING PER ACCA RAILINGS AS 0 _ `, I ; � ° PER CODE ° � o � U Co � MANUAL"S"BASED ON LOADS I , Y Y ' CALCULATED PER ACCA MANUAL"J" a v Q (W1� r DUCT COMPLIANCE WITH MANUAL"D" o ------- -- ---------- o I Cl) W v R5 ----- ------ N -------- - ---------- N VJ > d R303.4 MECHANICAL VENTILATION. --- I DECK LATERAL HOLDOWNS a DWELLING UNIT SHALL BE PROVIDED - ,' ;' SIMPSON DTT1Z w/(6)SD#9 J — LO WITH WHOLE HOUSE MECHANICAL ,' /11 #�' X 1 1/2"ONE WITHIN (� .__I a) O M VENTILATION IN ACCORDANCE WITH ; z - 2X12 DECK LEDGER 24"OF EACH END AND TWO N SECTION M1507.3 i9 SEE DET. ON DWG 2ca REFER TO DETAILS ON DWG-2 SPACED EQUALLY ALONG K C14 TW3052 TW3052 TW3052 TW3052 in R311.7.10.1 SPIRAL STAIRWAYS THE CLEAR WIDTH AT AND BELOW THE HANDRAILS AT SPIRAL STAIRWAYS SHALL BE NOT E ° c E N N LESS THAN 26 INCHES(660 MM)AND THE WALKLINE RADIUS SHALL BE NOT GREATER a � c E to THAN 241/2 INCHES(622 MM).EACH TREAD SHALL HAVE A DEPTH OF NOT LESS DWASH DRY "m 61-0'/811 T-8'/a" 6'-0'/s' c' cOo a r THAN 6314 INCHES(171 MM)AT THE WALKLINE.TREADS SHALL BE IDENTICAL, `� U o. Ual EM >1 AND THE RISE SHALL BE NOT MORE THAN 91/2 INCHES(241 MM). HEADROOM N °j ` U 8 � c c•i' a ° � ami � f0 m SHALL BE NOT LESS THAN 6 FEET 6 INCHES(1982 MM). 0 13'-9" 21'-0'/z" °- a 8 Z ia � o VENTING OF EQUIPMENT 5'/" 3'/211 31/211 51/21' nt N Y >b 0 aY m Y`o UTILITY L) �� 228 >.-�.: °� 3 W/PART V MEOCHANICAE O - ROOM o o a ° o n a3i n s ° c 0 —, c rn 2 N r Ern. L _ M cn - 0 cV �L• s a��°• o f i0 L o c ° ° t ? Q C d.p c - w _ - ° � M 47� � — .�CjRECREATION � U � � c 0c 0C o °ROOM a -0tR302.5.1 OPENING PROTECTION. L a � N e, INSULATED SOLID CORE o F- U /n m o- P m E n o a STEEL DOOR, u; in o 20-MINUTE FIRE RATED DOOR. °' N EACH WEATHER STRIPPED C)Cl) W/SELF CLOSING DEVICE. cli 4'_0" M GARAGE - DWELLING GARAGE 2'413-8" ++ - o SEPARATION IN 31-91 11 bo i9 ACCORDANCE WITH 3'/" 9�„ N M N -' o TABLE R302.6 ce) SEE DWG-1 FOR TABLE - - - - - - - - - - - - 2 8 M INSULATE WALLS (2)1-3/4"x11-7/8"LVL DROP SMOKE 4'-0" COMMON WITH LIVING ALARM O AREA f4 CO C0 N `� O TJI 230-9.5"-Floor Joists as 16"oc ALARM co \ N BEDROOM #3 C? CLOS (2)1-3/4"x 9-1/2"LVL FLUSH co N R-30 BATT INSUL. — - -- —- —_— - - — 2'-6" ° N — — o io 13'-9" _ , 16'-1" FAN T r ® N CP CP -------------------- r I ------- OPEN - I I -------- Ir TO o �— 51/211 Ir _A o " ABOVE r O co N 3+_8+/11 p 8'-61/2" W --------- - ty \ O I I I I C Ln CD Q Z I I I 1 I I I up n n N I I I I I r_61+ rc ' ' TW3052 TW3052 _17 Q LL1 C ' ' - - - - ' = LU NI 1 I I I I I I 1 _________________________ 1 W I (2)1-314"x11-7/8' LVL I I I I I I I N //LLUNL.yyLL{.. `) J Q '"'1 96X96-4 PANEL � �TW2036 TW2036 Qf C/) 1 r OBSCURE GLASS PANELS TEMP GLASS 9' x3'6" CONC. EXTERIOR ENTRY SLAB SLAB 6"4000 PSI CAST-IN-PLACE SLAB r`_---'""-"---------------- ""'"----"-------------'-� W/6X6w1.4/w1AWELDED WIRE MESH ON GRANULAR COMPACTED FILL. ONE RISER PITCH SLAB AWAY TO DRAIN WINDOWS, EXTERIOR FRENCH & SLIDING DRS TO GRADE r M� Plans indicates ANDERSEN series 400 Tilit Wash MAXIMUM Model Numbers and shall be In accordance with R609 To be designed & installed as per manufacturers specification for 140 ultimate design wind speed A and Table 301.2(2), 301.2(3) Provide HP LOW-E4 glass; U = .30, SHGC = .30 7'-3" T-3" EGRESS: shall meet R 310 .�� WINDOW FALL PROTECTION: shall meet R312.2 1 Substitutions made upon meeting Code. 14-6 5-9/ 6-6 6-6 2-81 /2 See page one, general notes for additional o code requirements. 91-21/21'lo 36'-0" 16'-011 cl3 52'-0" POOM U � Ix � o / b bA OC 9'-1" PLATE HEIGHTw x N v O Smoke Detector 1 ST FLOOR PLAN Carbon Monoxide Detector SCALE: 1/4" = 1'-0" CO Refer to DWG-1 General Notes � - [NY]915.3.3 Residential Buildings and Commercial Buildings In accordance with Section 915 of the ,�• �� With an Attached Motor Vehicle Related Occupancy 2020 IFC, R314, R315 of the Residential AREA SCHEDULE code of NYS Carbon monoxide detection shall be installed in a central or otherwise approved t9� location in each occupiable space in a commercial building and within 10 feet of NAME AREA the entrance to sleeping areas and sleeping units in residential buildings FIRE BLOCKING SHALL BE INSTALLED FIRST FLOOR AREA 1222.8 sq ft. NOTE: ALL WINDOW HEADERS: (2) 1-3/4"X 9-1/2" LVLS r y` and commercial buildings that: IN ACCORDANCE WITH R302.11 THRU R302.11.2 AND DRAFTSTOPPINGGARAGE AREA 323.2 sq ft. EXCEPT AS NOTED 1. Have a communicating opening with an attached motor vehicle related occupancy, PER R302.12 THRU R302.12.1 i 2. Share one or more common walls with an attached motor vehicle related occupancy,or , „ 3. Are located one storyabove or below a motor vehicle related occupancy. SET WINDOWS 8—0 AFF � ALL WINDOWS SHALL HAVE (4) 2X 6 STUDS BETWEEN Oil, NOTE:GLAZING HAZARDOUS LOCATION:R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. WET SURFACES: R308.4.5 GLAZING IN WALLS, ENCLOSURES CONTAINING WHIRLPOOL, BATH TUBS,SHOWERS, SWIMMING POOLS, HOT TUBS WHERE TH BOTTOM EDGE OF THE GLASS IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR 7 WALKING SURFACE SHALL BE CLASSIFIED AS z PER TABLE R308.3.1(1)AND R308.3.1(2) EXCEPTION:GLAZING THAT IS MORE THEN 60" 52'-0" MEASURED HORIZONTALLY AND INA STRAIGHT LINE, ' ' I O FROM THE WATERS EDGE 10'-6'/a" 32'-6" 8'-11'/4° W ^ SAFETY GLAZING IS REQUIRED ADJACENT TO LL STAIRWAYS, LANDINGS, AND RAMPS WITHIN z 36 INCHES HORIZONTALLY OF WALKING SURFACE T-31/2" z d W OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM W Q TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN W EXPOSED SURFACE OF GLASS IS LESS THAN 36"HIGH STAINLESS STEEL O L.l. >_60 INCHES ABOVE THE NOSE OF THE TREAD CABLE RAILING SYSTEM !� (Dz OR WALKING SURFACE. _ UJ ci� 11L I I Q U (p N 1U) N v J W co > d• com J C r , - Q O J v oc� 41-311 11 1 b4- co r- oo iv > co Lo E o o E N m'0oEco D1 = rn m m � `o n0 m tE Co m rn o o� - - -TW30510 D p - - -b� - - - - 7 0 `o TW3051 TW30510 o-s Co: m o (D II o r Rom \ \ \ O.D_ cacn`o ° . N tN 2-2x12 a5u) 2 '/ 3'-8'/" 4'-1 y/s' CONTINUOUSLY SHEATHED �°Zv , 31-$1/411 31-81/411 w`oc�NPORTAL FRAME.SEE DET 3 U8 0)� �N :.s ON DWG-2 AND FIGURE F l� \ o iv w.2 13'-911 I 21'-01/21 / I , II Ir 51/2' 31/2" \ ' 3'/" 5,/'I 2.Z.C_�• L Gi'=D C V C I I `2x6RAFTE S 16'oc / 2 2 N ° - ¢ ) E u r °c 6 ° 2x8 CEILING JOISTS 16"o.c. v m c a E m N ° . FRAME O ER GABLE / ° o I Fes- 8 in m m E c- a \ .5 o o. CIDcc I I \ 2x4 COLLAR IES @ 16"oc Cn W DINING 9 11 N FAMILY \ / g Z' a � �w 1 AREA I i m ROOM \ / to ;` -N ° BEDROOM #1 x Q g 9'-0"CLG HT 9'-0"CLG HT \ `J I / rn o ¢ z g I oJO I I \ / F T_ J J V-0"CLG HT Xv IIS .� w �� °r° � LL N N _ I - L9 i o"' oxX N I II ¢ ? N I N o w O (3)2X4 (3)2X6 X v POST TO POST TO Q (3)2X6 N -N (4)2X4 LVL RIDGE (2)1-3/4"x14"LVL VL RIDGE o POST T6 (4)2X4 POST TO `" POST TO - - - — - - '�- - — - - -I ao LVL RID E i Structural Ridge (2)1-314"x 18"LVL LVL RIDGE (3)1-3/4"x 18"LVL LVL RIDGE 3-2x10 'n - - - - - - - - - - - - - - - — - — - — - — - - - - — - - — - - FLUSH - 2'-0" o Co I Structural Ridge Structural Ridge co o I TZ I 2x8 CEILING JOISTS 16"ox ALARM O � ____, I � o O o o (3)2X4 ALARM co m 5-9" 3-1 61-311 POST TO ' ' U .° LVL BEAM I 31/++ 31/211 x.� 0 5/2 (° , Il ) 36"HIGH GUARDRAIL ,4,1 2'0" o _E En� w KITCHEN DN (2)1-3/4"x 16" LVL FLUSH WITH CLG 5-7' Co WALK-IN I w ~ --------- �� FAN - CLOSET T - I Q g 9' 0"CLG HT U '( POSTTO ® I ® 2' M I w Q o o/ \ LVL BEAM H N --------- below Cn \ ° I / I \ CV t) - I T --------- / w op / \ = w "' ------ � O LL �� , TO 1 ' ° I U w 2-0 --- 16-1 a zg 4-6 15'-6'/2" / \ I ¢w Q J- 51/211 / S'S , 11------ U \ 51/21' 4 \ 51/2' 0 / H ND A N ooX LC) I x I �X I N \ 1 ' / TW2842 TW2842 \ / ----- N TEMP GL N / TW2842 � TW2842 \ ' TW20310 T.G. TW2846 TW2846 TW20310 \ L - - - - - - - - - - - 1 - - - - - - - - - - - ry'�- � � GABLE FRAME OVER � I' 31-4,/11 � b 4 P'_1 11 1 11 6-6 6-6 21-81/211 III If lie I 36'-0" 16'-011 C" 52'-0" , o SOLAR ENERGY SYSTEMS r, Z CHAPTER 23 & (R324) Q o SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE ~ M WITH CHAPTER 23 AND THE FIRE CODE OF NYS. A SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. 2ND FLOOR PLAN �/ PANELS SHALL BE LISTED AND LABELED PER UL 1703. R312.2 WINDOW FALL PROTECTION NOTE: „ U z_3 bn 11C SCALE: 1/4” = 1 -0 ROOF PLAN � o SOLAR READY ZONE: TOP OF THE WINDOW SILL SHALL SCALE: 1/4" = 1'-0" IN ACCORDANCE WITH APPENDIX BE A MINIMUM OF 24"ABOVE THE FINISHED I c M cI:3 THE TOTAL SOLAR-READY ZONE AREA SHALL BE FLOOR AND GREATER THAN 72"ABOVE THE NOT LESS THAN 300 SQUARE FEET NOT INCLUDING FINISHED GRADE OR OTHER SURFACES AREA SCHEDULE O ACCESS OR SET BACK AREAS AS REQUIRED BY NAME AREA rr. SAL' U THE INTERNATIONAL FIRE CODE. BELOW ON THE EXTERIOR SIDE OF THE ROOF AREA ORIENTATION SHALL BE BETWEEN BUILDING. SHALL COMPLY AS FOLLOWS: SECOND FLOOR AREA 1546.0 sq ft. of E6ARC 110-270 DEGREES OF TRUE NORTH. 1 cc R312.2.2 WINDOW OPENING CONTROL DEVICES: CONSTRUCTION DOCUMENTATION WINDOW OPENING CONTROL DEVICE SHALL NOTE: ALL WINDOW HEADERS: (2) 1-3/4++x 9-1/2++ LVLS cn CERTIFICATE REQUIRED PER T103.10 P`t EXCEPT AS NOTED COMPLY WITH ASTM F 2000. THE OPENING I DEVICE AFTER OPERATION TO RELEASE THE IN DEVICE SHALL ALLOW THE WINDOW TO SET WINDOWS @ 8'-0" AFF FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.19 ALL WINDOWS SHALL HAVE (4) 2X 6 STUDS BETWEEN TOP OF ROOF TOP OF ROOF 12 8� 12 12 12 8 10 10 12 8 mamTOP OF PLATE— _ – – — TOP OF PLATE �-- ry W O U a' i W r M 111 i III i !0TIH I H! -- -— - 12 LL _p z TOP OF SUBFLOOR TOP OF SUBFLOOR 9 D W °) TOP OF PLATE— J– – _ — TOP OF PLATE = O a. t UJ � m f maC �co w ' QL, Hillr- Q O J a� oM C° � � > > c`''on CD m -1 F.F.; 11.0F.F.; 11.0 E.N TOP OF SUBFLOOR TOP OF SUBFLOOR 4 o N E J- m�- - - - - - - - - - - - - � °7 0 °'` ono= 'C.. TOP OF FOUNDATION TOP OF FOUNDATION u L J -_ U d O C W C UU to 07 y 6=J- p ..u. , v..w .,...... ...h .. _ _.. ,..V ,... .s 1 . �.. .. .. .... ..._ .. _ .. -. .- .......a .. 1 1 1 1 1 1 1 1 1 1 1 1 . x 1 1 _a _.• C d U y Y >� nY � O � .. .-. ...,.,� �... i... . i. _..i. L..::. ,.. q.0 a o'� o o �' m o 0 1 1 1 G) I I I I >m M I I I I I I I I I I I I I I M I I - C i ornrn — m J `" mc coano cN� NL��' I II I (o I I �I- - J L -,.f J JL -� -P L J L �- J 1 :20 I I I I U I I I I I I I I I _ �� Ji i L � J i 2�a o � t ow c° t � as 0 C C � N C CD L L ca co BOT OF FOOTING - - - - - - - - - - –� – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – - - BOT OF FOOTING – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – `•- 0 a y 'C L N C C f0 ' 7- Q V7 C a) C N O — C d E CO N UO ..�.. CD CD REAR ELEVATION RIGHT ELEVATION SCALE: 1 /411 = 1 '-0" SCALE: 1 /4" = V-0" TOP OF ROOF 12 8 12 12 12 a 8 12 12 12 12 12 12 12 12 12 12 TOP OF PLATE TOP OF PLATE ~ - - - - - - - - - - - - - - - - No O N W = W LLI U _ J Q W Q cn rn rnIFE M 12 TOP OF SUBFLOOR - 9 - _ TOP_ OF SUBFLCO_R TOP OF PLATE TOP OF PLATE r w LJ L `a O SCUR LASS - �I Q Z r O P NEL G GED OR - - - M "� F.F.; 11 .0 r F.F.; 11.0 bA °O TOP OF SUBFLOOR – TOP OF SUBFLOOR o TOP OF FOUNDATIONN TOP OF FOUNDATION s REINFORCED Y PC PAD ON GRADE (MAXIMUM ONE RISER) 1 c I I I I I LEFT ELEVATION I - - I FRONT ELEVATIONco S I I I I I I C I I _ SCALE: 1 /4" = V-0" I , I SCALE: 1 /4" — 1 —0,� ¢ I I I I k; q rF I - - - - - - - - - - - - - i –BOT OF FOOTING – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – - — - - BOT OF FOOTING – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – 0, ' Cir IyctiA�� ROOF JL 4" VTR JL 4" VTR VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL 2" EXTEND MINIMUM 6"ABOVE 2" 2" THE ROOF OR 6"ABOVE THE 2" ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: 3" WHERE THE 97.5%VALUE FOR INSULATION SCHEDULE 3" OUT-SIDE DESIGN TEMP IS 0 DEG F shall comply with 2018 IECC OR LESS.VENT EXTENSION THROUGH p Y 1 1/2" 1 1/2" 1 1/2" 1 1/2' 1 1/2" 1 1/2" A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE Location R-value Thickness DW IN SIZE OF THE VENT SHALL BE MADE 7 2" 2" NOT LESS THAN 1 FOOT INSIDE THE Flat Clg * R-30 10-1/4" THERMAL ENVELOPE OF THE BUILDING. Floor(unheated space) R-30c 8-1/4" Floor(outside air) R-30c 8-1/4" 2 ND FL. Exterior 2x6 walls R-21 5-1/2" >- 3' 311 21' air seal All Glazing lls to pass 3 air changes per hour SCGH: .30 z 3" Doors-less than 50% glazing U = .40 ~ 3" Door-more than 50% glazing U = .30 SCGH: .30 0 2" W 2" 3" 3" *If part or the entire attic will be decked over with plywood, ( ) 0- the ceiling joists must be deep enough in order to fit the Z Z batt insulation so that it is not compressed. If not thenUJ 1 1/2" 1 1/2" 1 1/2" W 0 WASHER 2" Clg Jsts will have to be built up or upgraded to the next size. 0 Q W 2" � �- Other Specifications: Un 0 (� � • Windows: U<_ 0.30, SHGC<_ 0.30 UJ LL 1 ST FL. • z 100% high efficiency lighting (CFL's or LED's) cl� 3: 0 211 • s 3 air changes per hour TYPICAL ROOF CONSTRUCTION Q (,)ri ca 4" FAI • z All Energy Star appliances 30 year archictural Roof Shingles w/ U� Q W m CZ 311 31' 311 fasteneR403.6 Mechanical ventilation shall be provided that and the rNYS CODEs per acturer's specification < 00 Q � M M '� LO CO CO meets the requirements of section M 1507 Ice & Water barrier as per section R905.1.2 I'— —I C: � CID 4" (Note: Double underlayment is required 'Q N o J � = R403.7 Heating and cooling equipment shall be for Roof slopes between 2 on 12 and 4 on 12) > j (0 Lo sized in accordance with ACCA manual J by a Framing As per plans with 1/2" exterior grade CONNECT TO A NEW PLUMBING RISER DIAGRAM certified third party rater. span rated structural plywood Sheathing, U) SUFFOLK COUNTY DEPT. OF HEALTH APPROVED Nail to framing in accordance Fastener E.0 SANITARY SYSTEM NOT TO SCALE Schedules & Strapping per detail sheet(s). °� o E STRUCTURAL RIDGE BEAM Flashing per R905.2.8 °' °' °' m 0 a F 0 w•�.J L-' � L � N� OL.-� TYP.STRAPPING PER DETAIL ON DWG 2 CONTINUOUS RIDGE VENT ADD SIMPSON ADJUSTABLE HANGER c c Z a ° " aci c m cco 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 R802.4.6 COLLAR TIES @ STRUCTURAL RIDGE BEAM TYPICAL SOFFIT CONSTRUCTION. a N 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS SHALL BE NAILED with 4-10d TYPICAL EACH SIDE OF THE RIDGE R905.1.2 ICE BARRIERS; 12" overhangs-typical •�c o'm o `o N o 0 MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 BOX NAILS IN ACCORDANCE SELF-ADHERED POLYMER MODIFIED 2 o•� 0 °" WITH FASTENING SCHEDULE BEAM AT EACH JOIST. BITUMEN SHEET USED IN PLACE OF 6" Wood fascia & 6" Wood rake boards. c a` N Y >a K-L! mmn co ca 0- oc3 NORMAL UNDERLAYMENT AND n " ,L 2•° 3 L 2-E--3: ° Trim in azek or equalLI EXTEND FROM THE LOWEST EDGES OF -6,6 o ° o o 02 m:S L ALL ROOF SURFACES TO A POINT NOT Metal drip edge per R905.2.8.5 a,,� ` m LESS THAN 24 INCHES INSIDE THE Fully Vented Vinyl Soffits EXTERIOR WALL LINE OF THE BUILDING. a� a Do t `o c `o ON ROOFS WITH SLOPE EQUAL OR GREATER aa) o co"�-0 w? c a� a•21 c 12 THAN 8/12,THE ICE BARRIER SHALLALSO BE TYPICAL EXTERIOR WALL = `�N �° t C c N APPLIED NOT LESS THAN 36"MEASURED ALONG -- z �' ¢ c . c I. o 8 THE ROOF SLOPE FROM THE EAVE EDGE OF THE 2x6 Doug-Fir Wood Studs @ 16" OC. L o r r- m o ° 2x4 CT @ 16"oc BUILDING U m m 5- F- cu E a.S o o. Double top Plate and Single Sole Plate. RAFTER/CEILING JOIST HEEL 12 1/2" exterior Grade - Span Rated JOINT CONNECTION a 8 Continuous Structural plywood Sheathing. SHALL BE NAILED Fastened TOGETHER IN ACCORDANCE R806.3 per Fastener schedule. WITH TABLE R802.5.2 t vec House Wrap Orequal. (SEE DWG-1 FOR TABLE) ATTIC MIN. N INSULAIR GAP Y p WITH SIMPSON H2AAT EACH R-30 BATT BETWN INSULATION Finished Siding as per clients selection RAFTER TO STUD. INSULATION---,, AND SHEATHING installed per manuf specs and NYS code. Cont. load path strapping installed in accordance TOP of PLATE_ _ with drawings. Provide Fire Blocking in accordance with R302.11 & R302.11.1 and Draftstopping per R302.12 & R302.12.1 R802.5.2.1 LAPPED JOI R-21 BATT LAPPED NOT LESS THA3". INSULATION SHALL BE NAILED 16d TYPICAL FLOOR CONSTRUCTION 2X8 LEDGER COMMON NAILS IN AC( DRDANCE 3/4" Plywood p LAG SCREW T WITH TABLE R802.5.2 O DWG-1 10 y ood S an Rated Subfloor, STUDS @ 16"OC Glued and Nailed in SIMPSON SKEWED FAMILY 9 12 BATHROOM ROOM 9 accordance with the fastener schedule. HANGER @EACH Floor joists and Bridging as per Code. RAFTER 12 ENGINEERED \ CABLE RAILING SYSTEM FLOOR INSTALL ATION AS PER TYPICAL FOUNDATION CONSTRUCTION 9 D JOISTS MANUFACTURERS in accordance with chapter 4 ❑ SPECIFICATIONS TOP of suBFLooR _ _ _ C'OrlTllli!I!'.LY HE;THED BRACED WALL PANEL a' En-_Er :'.T1 _ ` s-E=T" v/j i " / PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 2-1 2-2 2-A 2-B TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP BRACE WALL LINE SPACING(FT)b' 22.5 22.5 44 44 22.5 22.5 44 44 i , , BRACING METHOD <. HOLC ® CS WSP CONTINUOUS SHEATHING TABLE R602 10 5 page 187 MINIMUM PANEL LENGTH (inches)e s) 27" 27" 27" 27" 27" 27" 27" 27'" WOOD STRUCTURAL PANEL GE.ICE e -cED r:=LL F-rJEL-T DETAIL #1 ON DWG-2 TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 10 10 18.6 18.6 5.5 5.5 9.8 9.8 X11 t.7.r"tik. _ i,'isx. - �__ m-' E ',EL"T END OF ER=CED"'L.LLLIrlE I I- � __.= :_E_=:=__r•=LLul,e 2 END CONDITION 2 CS-P F CONTINUOUS SHEATHING L,„,L 1 END CONDITION 1 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c PORTAL FRAME DETAIL#3,DWG-2 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 Ln `•::';a / / 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 j ' GB GYPSUM BOARD / 3. WALL HEIGHT 1 1 1 1 1 1 1 1 BRACED WALL NOTES: ' / /j '/ j / REFER TO DETAILS ON DWG-2 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 FOR HOLDOWNS,STRAPPING, BRACED LJ 5. ADDITIONAL 8001b HOLDOWN DEVICE 0/ WALL DIAGRAMS AND DWG-1 � "` "''` LF •cL FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT 6. GYPSUM BOARD OMITTED W O ' ' C - ''''' ' "i` �"'• ____�=�'=E"�'''" ''''-`-•' -~ END CONDITION 4 END CONDITION 3 SECTIONS OF WALL WITH NO VERTICALCL TV,uC.S_• E T-E: OR HORIZONTAL OFFSETS. r ' r =_ = REQUIREMENTS 7. GYPSUM BOARD FASTENING v a L:. Z Return panel:24"for braced wa+' Ines stneat'ied w:t!n z - _ RESULT REQUIRED BRACED WALL LENGTH (FT) 10 10 18.6 18.6 5.5 5.5 9.8 9.8'1 W Q w j 4";"cod structu,a' pane's tc. �` I 32"for braced wall Ines s�eat`Ted v:Th � si`uctura?6berb0a`d TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) Q } • `•• " _ _ __ - -' -' 1 BRACING REQUIREMENT AS PER TABLE R602.10.3 1 _- s O � Ur z Distance D: 24"fcr braced wa" lines shea`,'ned w'fh 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 PER PLAN BRACING LENGTH PROVIDED (FT) 15 20.5 24 24 11 16 12 14.,5 a) 2I' h,1i'}' I j j wood structural pane's 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 W 32"far braced wa'° !nes s'.neatlned vt t`n 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE COMPLIANCE YES I NO Y Y Y Y Y Y Y Y LL co ND E: C-'-' +I'",1r-' `-` -n'. SHALL BE OFFSET NOT MORE THAN 4 FEET. O structural fbe,boa d w:E::1J1��'-.+;LL '*'dilt:'�=�' ,."xi ''`''}i '%-''S"•" - =I==Te="c=_= 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. a.Linear interpolation shall be permitted En m f t• z., I,_1,.� r,•- 1 .LEI;:+!_�� END CONDITION 5 Hold-down 800 lbs ca:)actty fastened to t°ie edge of'Ile 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, W u) ' 1_L LI" _ ^= `�a,'i^L-_i device: baCed�+:a•'. panel doses',to t!le corner and END OF A BRACED WALL LINE the average dimension shall be permitted to be used for braced wall line spacing. r^ _• r to t'ne faunda,enc f ccr franrng b.,.c'w 7, THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL ABBREVIATIONS; BWL=BRACED WALL LINE, v, W PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE BW=BRACED WALL, `' •:': •J� '. For SI:1 inch=25.4 mm, 1 foot=305 mm,ilb=4"45N R602.10.2.2 a-. T- FIGURE R602.10.7 CS WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL J C CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION Q � J a _C n END CONDITIONS FOR BRACED WALL LINES N C co � FIGURE R602.1022 WITH CONTINUOUS SHEATHING � rn > > ILO LO LOCATION OF BRACED WALL PANELS N r E.O N N J m 0 O E Cn J J Co m 01 a7'D D1 S 0 0 I 1 n Yc � E " I-- o� 4'-0" I 44-0 m I 4'-011 4'_0" I 441-011 4-0 0 o mCn 1 11 c c Z o is m 00rn - rr `o 3'-011 4'-0" 1 °° o.0 5 " '-S 3/16" 4'-4 9/16" 4'-1 1/16" 4-0 `' N U cnEc `o c>an � a-'� @o 30 3 lo 1 11 ' C a�' C N.0.. y4=- ' D1 O V D Q v 1 -8 3/16 �, - M c c L � o o f WSC WSP CS-WSP L a CU `n CS WSP CS c o o 0 TW3052 FWG6080R TW3052 TW3052 TW3052 TWQ0510 C5 WSP CS WSP FWG6080L CS PF TW30510 TW30510 C�4 o CS WSP F080L TW30510 TW30510 TW30510 TW30510 3o E `o c _ E o n V U uJ N fQ V ca O U N io a (2)1-314"x11-1/4"ILVL - n, CL _ L o a L c 2 N N•C Q N C N C N O M - I H c� CA m Cr H m E a._ O a It CONTINUOUSLY SH ATHED -1 -1 _ v PORTAL FRAME.SE DET 3 v N 1 ;;t ON DWG-2 AN o FIG 16.4 BWL 2-1 BWL 1-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - ,- - - - - - - - - - - - -rr - - - - - - - - - - - - - - - - - - - - - - - - - - - ,- - I 1 M II I I i i I I II 2'_8 GB METHOD o U ' TABLE R602.10.4 I 9 1 1 I 0 7"O.C.AT PANEL EDGES a4 Cn Ch INCLUDING TOP AND BOTTOM PLATES,7"IN FIELD U ch ALL HORIZONTAL JOINTS O o BLOCKED AND bo v I i n FRAMING CONNECTIONS I I AS PER DETAIL 2 ON DWG 2 I I 1 4'_0" Q I I I 91-4„ , CD 2111 OCV N I - - - - - - - - - - - - - 2 8' N N N N I 4,_0., LLI 0 M I N N CV F- N z I 2'-6" 2'-4" _________ = L1J W UV > J Q 2'-0" a =_______= Q LU --------- ua -----------------------" a o I o 1 ' 1cn 1. 0030U Ch ' I U I --------- BWL 2-21-2 1-2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� - - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - I I 1 I I ' - I I I 1 - _ I I I I I I I I I I I I I I I I cn van ; TW3052 TW3052 0 to ' can CS WSP TW2842 TW2842 CS-WSP I 1 I I I I o Q I I I I I I I I > CS-WSP I CS-WSP con U) U ' ' O O I I I 1 I U , I I I I I U 1 I I I I 1 I I I 1 U) ----- U ' TW2842 TW2842 TW20310 TW2846 TW2846 TW20310 96X96-4 PANEL TW2036 TW2036 I N [� CS-WSP CS-WSP CS WSP a CS-WSP I w ' > o I Ln 11 4'-0" 4'-0" 3'-4'/z" 8-1011, 6-2 7/16" ��j cr.,0 W 10 OC Cq r U 1.0" 44'-0" I 4'-011 0 '54 M 4'-0" -0 i lie 1 4' " 4 I 441-0 I I I I ED 2 1ST FLOOR WALL BRACING PLAN ND FLOOR WALL BRACING PLAN rl 1 r SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ' t 0190)A0 Q'. oil 0� NIE`Ny0 _