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HomeMy WebLinkAbout48997-Z ho��OF 80//lyO`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46255 Date: 06/18/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 21695 Soundview Ave Southold, NY 11971 SecBlock/Lot: 135.-1-7 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/08/2023 Pursuant to which Building Permit No. 48997 and dated: 03/08/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with front, rear & side covered porches, 2 roof decks, and an attached garage as applied for with ZBA #7295 dated 7/18/2019. The certificate is issued to: Rachel Murphy Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-19-0088 ELECTRICAL CERTIFICATE: 48997 9/27/2023 PLUMBERS CERTIFICATION: William Seppe III /4/2025 I A tho ' e Signature o�SUFF TOWN OF SOUTHOLD BUILDING DEPARTMENT y _ TOWN CLERK'S OFFICE 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#: 48997 Date: 3/8/2023 Permission is hereby granted to: Murphy, Rachel 11220 Soundview Ave Southold, NY 11971 To: Demolish existing dwelling and accessory garage and to construct a'new single-family dwelling as applied for per DEC Non-Jurisdiction letter, ZBA, SCHD & Trustees approvals. Replaces BP #45925. At premises located at: 21695 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 135.-1-7 Pursuant to application dated 3/8/2023 and approved by the Building Inspector. To expire on 9/6/2024. Fees: PERMIT RENEWAL $2,502.35 Total: $2,502.35 I Building Inspector o�SUFFet�,co TOWN OF SOUTHOLD a� n BUILDING DEPARTMENT x TOWN CLERK'S OFFICE oy • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45925 Date: 3/15/2021 Permission is hereby granted to: Murphy, Rachel 11220 Soundview Ave Southold, NY 11971 To: demolish existing dwelling and accessory garage and to construct a new single-family dwelling as applied for per DEC Non-Jurisdiction letter, ZBA, SCHD & Trustees approvals. At premises located at: 21695 Soundview Ave., Southold SCTM # 473889 Sec/Block/Lot# 135.-1-7 Pursuant to application dated 2/24/2021 and approved by the Building Inspector. To expire on 9/14/2022. Fees: DEMOLITION $1,414.30 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,540.40 CO-NEW DWELLING $50.00 Total: $5,004.70 Bu' 'ng Inspector o��OF SO!lryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 COm'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rachel Murphy Address: 21695 Soundview Ave city:Southold st: NY zip: 11971 Building Permit#: 48997 section: 135 Block: 1 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: North Country Electric Corp License No: 4577ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt $6 Ceiling Fixtures 23 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 27 Wall Fixtures 35 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 121 CO2 Detectors Sub Panel 125A A/C Blower 2 Range Recpt Dual Ceiling Fan 4 Combo Smoke/CO 4 Transfer Switch 200A UC Lights 1$' Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 116 4'LED 3 Exit Fixtures 11 Sump Pump Other Equipment: Central Vac, Fridge, Oven, DW(2), Micro, Hood, W/D, Floor Heat, 200A Panel - 40 Circuit/40 Used, 125A Sub 40 Circuit/35 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: September 27, 2023 S.Devlin-Cert Electrical Compliance Form �s�dti gQFF©Lk��� O Town Hail Annex D ' Telophone(631)765-1802 5437.5 Main Road P.O.Boa 1179 Southold,NY 11971-0959 w 'ry nn n BUILDING DEPARTMENT TOWN OF: SOUTHOLD � MAR 1 0 2025 _ CERTIFICATION Town of S,,,L-.o<:J Date:3/4/2025 - Building Permit No. 48997 Owner: Rachel Murphy (Please print) Plumber: \stew Q2 L�1 (Please print) j I certify that the solder used in the water supply system contains less than 2/10 of l%lead. O('Plumbers Sig nature) Sworn to before methis day of 4 GV l 20_- . N aryPublic, "J �1i�—Cou11ty ALEXIS K•SEPPE Notary Public,State of New York No.01SE8298871,Suffolk County Commission Expires,March 17,20�(p 1 OF SOUTy�I # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ f INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ]' FIREPLACE-& CHIMNEY. [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 4v hkA-1 m IhV4 a✓ _ 6A&ATor, 4him F-Dw I DATE INSPECTOR OF SOUly�lo TOWN OF-SOUTHOLD BUILDING DEPT. �ycou 7654 802 r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [``] INSULATION/CAULKING [ j FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY: [ ] FIRE SAFETY INSPECTION RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0 A,416 ib PLC/✓s rcR- Au- CHAV665� 44b 5ff_&crcf4[,s tb&,-,e &cn- !,E t�iC�►25 �� F��iZs If J4 Lt� S r�H�z�� GAS �F.fz �'Gl4.0 [�' i�sc- . WNI+P A&ob 5Xb.T f1G l2E bz46!p PAT,--P- TC ��l�G �E6 �L �z�►% / pe #erg. DATE INSPECTOR l �aOE SOUlyO # TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION It IN ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:I'•f ��G o v i DATE C/ S ' INSPECTOR ` oF souryO� TOWN OF SOUTHOLD BUILDING DEPT. °`�courmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [t- ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I U 1 5u ��-- DATE INSPECTOR g!� hoOF SO(¢�o� �o * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ vi/INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ivcODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4MA I nsVi dIL 41 t?O Gol't4nue, . 5V A,�g n UI oII` DATE /04 INSPECTOR oe souryO� # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��'' 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. / [ ] nnPR//E C/O [ ] RENTAL REMARKS: &P-61kiled- 19 GGKX7 a / qcaill$ DATE INSPECTOR �{Of SOGIyO� N CJq-1 / V Jam,qz� t"ItnA 1 - f TOWN OF SOUTHOLD BU LDING DEPT. V-w j cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O n [ ] RENTAL �y REMARKS: d V e- Ito 41-f I am - .� / � IA Gn. AI/ DATE INSPECTOR �OF SOUTd //r/(�/ — # TOWN OF SOUTHOLD BUILDING DEPT. yourm, ''a� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C�r/-O [ ] RENTAL REMARKS: �v�� 'fit vt r, weint A 4,er &4A _Z_ 1'®le6 I i oy\ 65A otas 0)�, E)05e, " rptAVV, -�Q 6� Q 19- 7 A.7,-0, DATE q"'lq- OqS INSPECTOR r4f so �*fivvKkSip&q @ � W OWN-'OF SOUTHOLD BUILDI DEPT. o�n� 631-765-1802 INSPECTli'0aoj [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]: SULATIDON/CAULKING [ ] FRAMING /STRAPPING IV FINALS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION j ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 1w�. 0 611/ REMARKS.. jl_�'/ j"&t D < yl4 h W � . 1� �-• y C91. DATE ANSPECTOR OP SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ . ] RENTAL REMARKS: fwl/L iLDATE 'YJ INSPECTOR K41C.UAC.L K4ACONA AIZC.WITECT, P.C. f 97 L Main Street, Stony Brook, NY 11790 P. 631;686-6585 MMArchitectAIA.com Date: March 13,2025 1 To: Town of Southold Department of Building Safety, Inspection&Enforcement Building Inspector 54375 Main Road Southold,NY 11971 Re: Garage Foundation & Footing Murphy Residence 21695 Soundview Ave., Southold,NY 11971 Permit#48997 Dear Inspector, Your department has issued a building permit for a proposed residence located at the above-mentioned address. The architectural plans specified the garage footings to be stepped up to 36"below grade. Due to the excavation the contractor maintained the garage footing at the same elevation as the basement footing. The fill to support the garage slab was compacted in lifts to assure proper density. This is an acceptable substitution. I respectfully request that you accept this letter as confirmation for my approval. Please feel free to contact me with any questions. Sincerely, D ARC 3� 7f TyF Michael A. Macrina, ALA Registered Architect M IC-MALL MACIZINA ARCUITLCT, P.C. 97 L Main Street, Stony Brook, NY 11790 P. 631 686-6585 MM Arch itectAIA.corn Date: March 20, 2025 �j u To: Town of Southold ® 5 V- Department of Building Safety, Inspection&Enforcement MAR 2 Building Inspector �Qpa�MQnt 54375 Main Road 8u`�d`ng t%O%d► Southold,NY 11971 .loW�of SOU , Re: Insulation Inspection Murphy Residence 21b95 Soundview Ave., Southold,NY 11971 Permit#48997 Dear Inspector, The insulation throughout the entire home was installed as per my specifications and the 2020 Residential Code of N.Y.S. I respectfully request that you accept this letter as confirmation for the insulation installation. Please feel free to contact me with any questions. Sincerely, R ®AR �031286 o`r OF NE�y Mi ael A. M crina ALA Registered rchitect MIC.W.4LL KIACPJ14A .4 RCJJ1TECT, h.C. Y � 97 L Main Street, Stony Brook, NY 11790 P. 631 686-6585 MMArchitectAIA.com Date: March 13, 2025 To: Town of Southold Department of Building Safety, Inspection&Enforcement Building Inspector 54375 Main Road Southold,NY 11971 Re: Insulation Inspection Murphy Residence 21695 Soundview Ave., Southold,NY 11971 Permit#48997 Dear Inspector, The insulation throughout the entire home was installed as per my specifications. I respectfully request that you accept this letter as confirmation for the insulation installation. Please feel free to contact me with any questions. Sincerely, �FtE ,- Michael A. Macrina, ALA Registered Architect +� r ti l � r�4 oN � �;;. I � ,� r. i _ � F Y �K o t .. i � k. � � .,; '+fir 8�� -. r: ,;,: �,;. �. - . r S -�� —J %-I 1. R - 'par,"�:7sk.'Ml61yy�,yy 'r•v.,7� w ' j • Y� t l r r' t r. "s-� f i � {94 { [: j � Y �. h 'i III �� � f � r � .z +f r ��� „" � 1, .� ,� .; '�* •'r .y - � _ � ,r l rc S- ,. .._ .. - �� _ - r Building Envelope and Duct Tightness Report 2020 Energy Conservation Construction Code of New York State �.i I L rn Address of Test: 21695 Soundview Road,Southold Test Date: 2 F1/2025 Building Permit#: Compliance Pathway: PA'scriptive MAR 1 0 025 Testing completed by: David Maschke RESNET Rater ID#: 2430490 Integrity Home Energy Assessments NATE ID#: 8008195 68 North Paquatuck Avenue f. ICC ID#: 82612076'' . '� ' '' '",�� East Moriches,NY 11940 BPI ID#: 5005793 fuwn �r`s`u hoild (631)325-4006 Building Envelope Tightness Threshold: 2020 ECCCNYS (53.0 ACH50) Volume Calculations: Check if: Floor Area Height Volume ❑Conditioned Basement Basement 0 ❑Conditioned Crawl Space 1st Floor 2,066 10.1 20,867 Sealed Attic 2nd Floor 2,151 9.1 19,574 Sealed Attic 2,151 6.0 12,906 Total Volume: 53,347 Area Calculations: Floor Area: NA Ceiling Area: NA Wall Area: NA Total Envelope Area: 0 CFM @ 50pa: 2285 CFM/ftZ: Air Changes/Hour @ : ..57 OCodeCompliance: PASS Duct Tightness: Post Construction Test-Total Duct Le ilakaW System#1: 1st Floor Duct Location: Conditioned Space Exception-Duct Test Not Required Floor Area: 2,066 Leakage: CFM @ 25pa: CFM/100 ftZ CFA: 0.00 Code Compliance: N/A System#2: 2nd Floor Duct Location: Conditioned Space Exception-Duct Test Not Required Floor Area: 2,151 Leakage: CFM @ 25pa: CFM/100 ftZ CFA: 0.00 Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2020 Energy Conservation Construction Code of New York State. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2020 Energy Conservation Construction Code of New York State. / Signature: <� Date: 2/11/2025 David Maschke,Integ ity Home Energy Assessments IHEA 1114 i• 21695 Soundview Avenue, Southold HVAC Load Calculations for Michael Macrina Architect, pc AIA 21 Main Street Stony Brook, NY 11790 .IN1'EGR`IYY' HQMENERGY;.I�SSESSMENTS Prepared By: David Maschk Integrity Home Energy Assessments LLC 68 N Paquatuck Ave East Moriches, NY 11940 631-325-4006 Friday, February 5, 2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Disclaimer The following pages summarize the heat gain and heat loss of the building using the ACCA Manual J8 calculation procedure. The calculations are based on the information given to Integrity Home Energy Assessments in the form of drawings, sketches, and interviews. In certain cases. Integrity Home Energy Assessments may make assumptions about design conditions that may or may not be accurate for the location of concern.It is the responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon information provided by the party submitting a particular project to Integrity Home Energy Assessments. Integrity Home Energy Assessments has not and does not independently verify that the data provided to Integrity Home Energy Assessments is correct or complete, and any calculations made by Integrity Home Energy Assessments are based upon the information provided by third parties. Integrity Home Energy Assessments makes no claim that the information given to us is correct or complete. Integrity Home Energy Assessments utilizes Elite RHVAC v.9 which is an ACCA Certified and ASHRAE recommended computer program to determine the heating and cooling loads presented in this report.If the information given to Integrity Home Energy Assessments is accurate, and the building is built as per the plans submitted,then the load calculations presented in this report can be assumed to be accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing and selection. Integrity Home Energy Assessments does not provide architectural or engineering plans or diagrams for the public or for use by contractors or construction companies as final "construction documents". Integrity Home Energy Assessments works with architectural and engineering firms and with contractors in connection with their designs of heating and air conditioning systems. Manual S calculations in this report are based on AHRI nominal equipment performance values.Actual performance must be calculated from manufacturer expanded performance tables using proper design conditions. The Duct Size Preview report is for reference only and is not a substitute for a proper Manual D, nor should it be used for the calculation of a proper Manual D. Final HVAC sizing and selection should be done by a licensed HVAC contractor.Many factors beyond the scope of this report must be considered prior to final system selection and design, such as: exact equipment availability and selections, system controls and location of controls, system air distribution and cycling. Uniform Building Code requirements, Uniform Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating,Refrigeration, and Air Conditioning Engineers (ASHRAE). It is up to the installing HVAC contractor to properly install, test, and verify all components of the HVAC system. All installing HVAC contractors are expected to follow ACCA Standards 5 and 9 for quality HVAC equipment installation. Integrity Home Energy Assessments therefore assumes no liability for final equipment selection or final system design.Various modifications to the information provided to Integrity Home Energy Assessments may have occurred after this Design Support information was prepared,which would require that this Design Support information be modified in order to be accurate.After reviewing Integrity Home Energy Assessments' report, and prior to any system purchase or installation, please inform Integrity Home Energy Assessments in writing of any changes which may alter the assumptions and calculations contained in this report. Rhvac,-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 21695 Soundview Avenue,Southold East Moriches NY 11"0 Paoe Pry ct Report.. _- -- - - -- - -- -- General Project Information — — --- - -- Project Title: 21695 Soundview Avenue, Southold Project Date: Friday, February 5, 2021 Client Name: Michael Macrina Architect, pc AIA Client Address: 21 Main Street Client City: Stony Brook, NY 11790 Company Name: Integrity Home Energy Assessments LLC Company Representative: David Maschke Company Address: 68 N Paquatuck Ave Company City: East Moriches, NY 11940 Company Phone: 631-325-4006 Company E-Mail Address: IHEA@optonline.net Design Data... Reference City: Westhampton, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel.Hum Rel.Hum D[y Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 - - -- Check_Fig_ures_ Total Building Supply CFM: 1,339 CFM Per Square ft.: 0.316 Square ft. of Room Area: 4,234 Square ft. Per Ton: 1,264 Volume(ft'): 42,510 _Building-Loads Total Heating Required Including Ventilation Air: 86,186 Btuh 86.186 MBH Total Sensible Gain: 33,293 Btuh 83 % Total Latent Gain: 6,891 Btuh 17 % Total Cooling Required Including Ventilation Air: 40,184 Btuh 3.35 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\21695 Soundview Avenue HVAC Load Calcs.rh9 Friday, February 5, 2021, 2:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 21695 Soundview Avenue,Southold East Moriches,NY 11940 _ _ _ Page 3 Miscellaneous Report --- - - -- - - - - ------ _- - --- -- - -- --- - --- --- J ISystem 1 1 st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains WinteData D Bulb b0 Wet Rel. u/o -_Rel Hu a Dry B�b0 Differe n/a �-P Dry o � Summer: 83 71 56% 50% 75 30.17 [System 2 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data _- -_Dry Bulb Wet Bulb Rel.Hum Rel Hum , Dry_Bulb- Difference_ Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data --- - - - -- - - -- - - ---- --- Winter Summer Infiltration Specified: 0.308 AC/hr 0.150 AC/hr 218 CFM 106 CFM Infiltration Actual: 0.334 AC/hr 0.197 AC/hr Above Grade Volume: X 42.510 Cu.ft. n 42 510 Cu.ft. 14,184 Cu.ft./hr 8,357 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 236 CFM 139 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1-- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.280 AC/hr(102 CFM), Construction: Average, Fireplaces: 1, 20 CFM, Average Summer Infiltration Specified: 0.150 AC/hr(55 CFM), Construction:Average ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.280 AC/hr(96 CFM), Construction:Average Summer Infiltration Specified: 0.150 AC/hr(52 CFM), Construction:Average Duct Load Factor Scenarios for System-1 Attic Duct Duct Surface From CNo. Type Description -_ -Location_ Ceiling - - Leakage Insulation -Area -[T]MDDJ 1 Supply Basement - 0.12 8 561 No 1 Return Basement - 0.12 8 520 No -[buct Load_Factor--- Scenarios- -for_System- - ------ 2 [No. Aft -- - 9e ---Duct jTjrom _Type Description - -_ .-.Location------.ceiling.ic Lea auk Insulation Surface From � ' 1 Supply Attic 16C 0.12 4.2 582 No 1 Return Attic 16C 0.12 4.2 539 No C:\...\21695 Soundview Avenue HVAC Load Calcs.rh9 Friday, February 5, 2021, 2:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Integrity Home Energy Assessme 21695 Soundview Avenue,Southold Eat Mod es, NY 11940 Page 4_ - - -- - -- ---- _ Load Preview Report Scope �^ �+ To /To A Gai GaNei Se LNet Sen I sys, Sys Sys Duct ft a Gairy Loss CFM CFM Cj FMj Size I FM FM�JFM Buildinq 3.35 1,264 4,234 33,293 6,891 40,184 86,186 1,032 1,339 1,339 System 1 1st Floor 1.41 1,470 2,079 12,912 4,058 16,970 41,360 523 588 588 9x1 Supply Duct Latent 390 390 Return Duct 0 1,019 1,019 1,213 Zone 1 2,079 12,912 2,648 15,560 40,148 523 588 588 9x1 1-Bedroom 5 242 1,526 188 1,714 4,705 61 70 70 1- 2-Livinq Room 500 1,219 119 1,338 4,704 61 56 56 1-- 3-Dining Room 233 3,027 1,402 4,429 5,815 76 138 138 2-- 4-Kitchen 235 1,765 83 1,848 2,232 29 80 80 1-- 5-Den And Powder 2 252 1,571 200 1,771 5,438 71 72 72 1-- 6-Pantry 55 163 30 193 766 10 7 7 1- 7-Foyer 117 530 56 586 2,046 27 24 24 1 8-Hall-Closet-HVAC Chase 55 163 31 194 773 10 7 7 1-- 9-Mudroom 115 797 177 974 3,963 52 36 36 1-- 10-Laundry Room 80 616 62 678 1,099 14 28 28 1-- 11-Powder Room 1 45 11 0 11 86 1 0 0 1-- 12-Bathroom 4 50 70 49 119 855 11 3 3 1-- 13-Stairs 100 1,455 251 1,706 7,667 100 66 66 1-- System 2 2nd Floor 1.93 1,114 2,155 20,381 2,833 23,214 44,825 510 750 750 10x1 Supply Duct Latent 389 389 Return Duct 3,916 1,044 4,960 5,673 Zone 1 2,155 16,465 1,400 17,865 39,152 510 750 750 10x1 14-Bedroom 3 212 1,497 184 1,681 4,570 59 68 68 1-- 15-Bathroom 3 128 593 99 692 2,666 35 27 27 1-- 16-Bedroom 4 213 634 93 727 2,786 36 29 29 1-- 17-Bedroom 1 443 7,323 342 7,665 11,337 148 334 334 4-- 18-Bath 1 215 2,571 222 2,793 5,472 71 117 117 2-- 19-WIC 1 126 263 70 333 1,590 21 12 12 1-- 20-Upper Foyer 150 914 63 977 2,146 28 42 42 1-- 21-WIC 2 84 232 66 298 1,417 18 11 11 1-- 22-Hall 185 110 0 110 478 6 5 5 1-- 23-Bedroom 2 246 1,428 203 1,631 5,021 65 65 65 1-- 24-Bath 2 50 839 58 897 1,402 18 38 38 1-- 25-Stairs 103 62 0 62 267 3 3 3 1-- C:\...\21695 Soundview Avenue HVAC Load Calcs.rh9 Friday, February 5,2021,2:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 21695 Soundview Avenue,Southold East Moriches,NY 11940 _-__-_ Page 5 Duct Size-Preview Room or Minimu Rough Design SP D Reg Dud Name Veloc r L/100 Loss loa g g . Duct Leng C System 1 Supply Runouts Zone 1 1-Bedroom 5 Built-In 0 750 0.01 0.1 354.1 61_ 70 1--6 2-Livinq Room Built-In 0 750 0.01 0.1 407.4 61_ 56 1-5 3-Dininq Room Built-In 0 750 0.01 0.1 351.3 76- 138 2-6 4-Kitchen Built-In 0 750 0.01 0.1 409.5 29_ 80 1-6 5-Den And Powder 2 Built-In 0 750 0.01 0.1 364.5 71= 72 1-6 6-Pantry Built-In 0 750 0.01 0.1 85.2 10M 7 1--4 7-Fover Built-In 0 750 0.01 0.1 276.8 27 24 1-4 8-Hall-Closet-HVAC Chase Built-In 0 750 0.01 0.1 85.2 10- 7 1-4 9-Mudroom Built-In 0 750 0.01 0.1 266.5 52= 36 1--5 10-Laundry Room Built-In 0 750 0.01 0.1 321.4 14= 28 1-4 11-Powder Room 1 Built-In 0 750 0.01 0.1 5.7 1_ 0 1-4 12-Bathroom 4 Built-In 0 750 0.01 0.1 36.6 11= 3 1-4 13-Stairs Built-In 0 750 0.01 0.1 337.5 100_ 66 1-6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 672.4 523_ 588 9.14 System 2 Supply Runouts Zone 1 14-Bedroom 3 Built-In 0 750 0.01 0.1 347.3 59_, 68 1--6 15-Bathroom 3 Built-In 0 750 0.01 0.1 309.5 35_I 27 1-4 16-Bedroom4 Built-In 0 750 0.01 0.1 331 36_, 29 1-4 17-Bedroom 1 Built-In 0 750 0.01 0.1 424.9 148_ 334 4--6 18-Bath 1 Built-In 0 750 0.01 0.1 429.5 71 117 2-5 19-WIC 1 Built-In 0 750 0.01 0.1 137.1 21- 12 1-4 20-Upper Foyer Built-In 0 750 0.01 0.1 305.5 28_ 42 1-5 21-WIC 2 Built-In 0 750 0.01 0.1 121.1 18- 11 1-4 22-Hall Built-In 0 750 0.01 0.1 57.5 6� 5 1-4 23-Bedroom 2 Built-In 0 750 0.01 0.1 331.3 65 65 1--6 24-Bath 2 Built-In 0 750 0.01 0.1 280.5 18= 38 1--5 25-Stairs Built-In 0 750 0.01 0.1 32.2 3-I 3 1-4 Other Ducts in System 2 Supply Main Trunk Built-In 0 900 0.003 0.1 720.2 510 750 10.15 Summary System 1 Heatinq Flow: 523 Coolinq Flow: 588 System 2 Heatinq Flow: 510 Coolinq Flow: 750 C:\...\21695 Soundview Avenue HVAC Load Calcs.rh9 Friday, February 5, 2021, 2:41 PM Rhvac,-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 21695 Soundview Avenue,Southold East Moriches,NY 11940 _ __ Page 6 Total Buildinq Summary Loads Descr�tion _ - omne -- �C Component Area Sen Lat Sen Total Loss Gain_ Gain -Gain_ Andersen DH: Glazing-Andersen DH .30/.31, U-value 762.4 13,725 0 10,582 10,582 0.3, SHGC 0.31 Andersen SGD: Glazing-Andersen SGD, U-value 0.3, 300 5,400 0 3,541 3,541 SHGC 0.25 Andersen GD: Glazing-Andersen FWD and SGD, U- 37.6 721 0 370 370 value 0.32, SHGC 0.24 Entry GD&Sls: Glazing-Andersen FWD and SGD, U- 58.7 1,126 0 419 419 value 0.32, SHGC 0.24 1A-cm-o: Glazing-Single pane, operable window, clear, 42 3,200 0 1,030 1,030 metal frame no break, U-value 1.27, SHGC 0.75 Andersen: Glazing-Andersen DH .30/.31, U-value 0.3, 8 144 0 126 126 SHGC 0.31 Steel Insulated R5: Door-Steel Insulated R5, U-value 0.2 22.7 272 0 86 86 12D1-0bw: Wall-Frame, R-21 closed cell 2 lb. spray foam 2731.5 12,452 0 1,040 1,040 insulation in 2 x 4 stud cavity, no board insulation, brick finish,wood studs, U-value 0.076 12D-Obw: Wall-Frame, R-15 insulation in 2 x 4 stud 389.1 2,008 0 167 167 cavity, no board insulation, brick finish, wood studs, U-value 0.086 18B1-46c: Roof/Ceiling-Roof Joists Between Roof Deck 2635 3,796 0 886 886 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, White or Light Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, R-46 closed cell 2 lb. spray foam, 7.5 inches in 2 x 8 joist cavity, 1 inch on joist, U-value 0.024 19A-30p: Floor-Over enclosed crawl space, No insulation 2079 3,558 0 475 475 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 20P1-31cp: Floor-Over open crawl space or garage, 76 159 0 7 7 Passive, spray foam insulation, R-31 closed cell 2 lb. spray foam insulation, 5 inches in 2 x 10 joist cavity, any cover, U-value 0.035 Subtotals for structure: 46,561 0 18,729 18,729 People: 6 1,200 1,380 2,580 Equipment: 0 1,678 1,678 Lighting: 0 0 0 Ductwork: 24,062 2,843 10,220 13,063 Infiltration: Winter CFM: 236, Summer CFM: 139 15,563 2,848 1,223 4,071 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust: Winter CFM: 90, Summer CFM: 90 AED Excursion: 0 0 63 63 Total Building Load Totals: 86,186 6,891 33,293 40,184 Check Figures - - -- --- --- --- -- -- -- - - - -- --- Total Building Supply CFM: 1,339 CFM Per Square ft.: 0.316 Square ft. of Room Area: 4,234 Square ft. Per Ton: 1,264 Volume(ft'): 42,510 Building_Loads -- -- - - - --- - -- -- - --- -- ---- ---- - - Total Heating Required Including Ventilation Air: 86,186 Btuh 86.186 MBH Total Sensible Gain: 33,293 Btuh 83 % Total Latent Gain: 6,891 Btuh 17 % Total Cooling Required Including Ventilation Air: 40,184 Btuh 3.35 Tons(Based On Sensible+ Latent) Not 1 Rhvac is an ACCA approved Manual J, D and S computer program. C:\...\21695 Soundview Avenue HVAC Load Calcs.rh9 Friday, February 5, 2021, 2:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Integrity Home Enerqy Assessme 21695 Soundview Avenue,Southold East Moriches, NY 11940 ___Page 7 Total Building Summary Loads (cont'd) Notes - --- Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\21695 Soundview Avenue HVAC Load Calcs.rh9 Friday, February 5, 2021,2:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Integrity Home Energy Assessme 21695 Soundview Avenue, Southold I East Moriches,NY_1194.0 _ Page 8 Manual_S Performance Data -System 1 - 1st Floor --- --- Loadsand Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 12.912 Outdoor Wet Bulb: 71 Latent Gain: 4.058 Indoor Dry Bulb: 75 Total Gain: 16.970 Indoor RH: 50 Load SHR: 0.76 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 41.360 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.9 Indoor RH: 30 Supply Airflow: 523 E_ ui ment Performance._Data at_S stem Desk Conditions -p-- - - This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: 24ACC624A*030*, Indoor Model: FV4CN(B,F)003L ,AHRI Reference Number: 9178271Nominal Capacity: 23.200, Manufacturer: CARRIER Interpolation Results: Percent LQad of Load Sensible Capacity: 17.400 12.912 135% Latent Capacity: 5.800 4.058 143% Total Capacity: 23.200 16.970 137% Heating: Model Type: Natural Gas Boiler, Model: ULTRA 155-CT, Nominal Capacity: 139.000, Manufacturer: WEIL-MCLAIN C:\...\21695 Soundview Avenue HVAC Load Calcs.rh9 Friday, February 5, 2021, 2:41 PM Rhvac-Residential&Light Commercial HVAC Loads C Elite Software Development, Inc. Inteqrify Home Enerqy Assessme 21695 Soundview Avenue, Southold East Moriches, NY 11940 _ Paae_9 Manual S Performance Data - System 2 - 2nd Floor Loads and Design Conditions I Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 20.381 Outdoor Wet Bulb: 71 Latent Gain: 2.833 Indoor Dry Bulb: 75 Total Gain: 23.214 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 44.825 Indoor Dry Bulb: 70 Entering Dry Bulb: 59.9 Indoor RH: 30 Supply Airflow: 510 EauiQment Performance Data at-.Svstem Design Conditions _ This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: 24ACC636A`030*, Indoor Model: FV4CN(B,F)003L , AHRI Reference Number: 9179206Nominal Capacity: 33.200, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 24.900 20.381 122% Latent Capacity: 8.300 2.833 293% Total Capacity: 33.200 23.214 143% Heating: Model Type: Natural Gas Boiler, Model: ULTRA 155-CT, Nominal Capacity: 139.000, Manufacturer: WEIL-MCLAIN C:\...\21695 Soundview Avenue HVAC Load Calcs.rh9 Friday, February 5, 2021, 2:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme 21695 Soundview Avenue,Southold East Moriches, NY 11940 _ Page 10 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF- Btuh- CFM_ Size Vel ___Btuh _ Btuh CFM CFM ------Zone 1--- 1 Bedroom 5 242 4,705 61 1-6 354 1,526 188 70 70 2 Living Room 500 4,704 61 1-5 407 1,219 119 56 56 3 Dining Room 233 5,815 76 2-6 351 3,027 1,402 138 138 4 Kitchen 235 2,232 29 1-6 409 1,765 83 80 80 5 Den And Powder 2 252 5,438 71 1-6 364 1,571 200 72 72 6 Pantry 55 766 10 1-4 85 163 30 7 7 7 Foyer 117 2,046 27 1-4 277 530 56 24 24 8 Hall-Closet-HVAC 55 773 10 1-4 85 163 31 7 7 Chase 9 Mudroom 115 3,963 52 1-5 266 797 177 36 36 10 Laundry Room 80 1,099 14 1-4 321 616 62 28 28 11 Powder Room 1 45 86 1 1-4 6 11 0 0 0 12 Bathroom 4 50 855 11 1-4 37 70 49 3 3 13 Stairs 100 7,667 100 1-6 338 1,455 251 66 66 Duct Latent 390 Return Duct 1,213 0 1,019 System 1 total 2,079 41,360 523 12,912 4,058 588 588 System 1 Main Trunk Size: 9x14 in. Velocity: 672 ft./min Loss per 100 ft.: 0.091 in.wg Coohn _System Summary --- -- - -- - ----- -_ _ -_. - - - -- Cooling Sensible/Latent Sensible Latent Totall. Btuh Btuh i Net Required: -- - 1.41 - 76%/24%- - - - - 12,912 - -4,058 16,970 Actual: 1.93 75%/25% 17,400 5,800 23,200 Equipment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: ULTRA 155-CT 24ACC624A"030* Indoor Model: FV4CN(B,F)003L Brand: WEIL-MCLAIN PERFORMANCE 16 AC Description: Natural Gas or Propane Boiler Efficiency: 94 AFUE 16 SEER Sound: 0 0 Capacity: 139,000 Btuh 23,200 Btuh Adjusted Capacity: n/a 23,200 Btuh Sensible Capacity: n/a 17,400 Btuh Adjusted Sensible Capacity: n/a 17,400 Btuh Latent Capacity: n/a 5,800 Btuh Adjusted Latent Capacity: n/a 5,800 Btuh i AHRI Reference No.: n/a 9178271 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 12,912 Btuh, Lat. gain: 4,058 Btuh, Sen. loss: 41,360 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 67.9F, Cig. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 588 CFM, Req. htg. airflow: 523 CFM C:\...\21695 Soundview Avenue HVAC Load Calcs.rh9 Friday, February 5, 2021, 2:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme16 21695 Soundview Avenue,Southold East Moriches,NY_1.1940_ -- - -- Page 11 ; System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh__- CFM Size Vel _Btuh -__Btuh -__ CFM CFM ---Zone 1--- 14 Bedroom 3 212 4,570 59 1-6 347 1,497 184 68 68 15 Bathroom 3 128 2,666 35 1-4 310 593 99 27 27 16 Bedroom 4 213 2,786 36 1-4 331 634 93 29 29 17 Bedroom 1 443 11,337 148 4-6 425 7,323 342 334 334 18 Bath 1 215 5,472 71 2-5 430 2,571 222 117 117 19 WIC 1 126 1,590 21 1-4 137 263 70 12 12 20 Upper Foyer 150 2,146 28 1-5 305 914 63 42 42 21 WIC 2 84 1,417 18 1-4 121 232 66 11 11 22 Hall 185 478 6 1-4 57 110 0 5 5 23 Bedroom 2 246 5,021 65 1-6 331 1,428 203 65 65 24 Bath 2 50 1,402 18 1-5 280 839 58 38 38 25 Stairs 103 267 3 1-4 32 62 0 3 3 Duct Latent 389 Return Duct 5,673 3,916 1,044 System 2 total 2,155 44,825 510 20,381 2,833 750 750 System 2 Main Trunk Size: 10x15 in. Velocity: 720 ft./min Loss per 100 ft.: 0.092 in.wg [booling System Summary-------- --- Cooling - Sensible/Latent Sensible - - -- Latent Total Tons Split_. Btuh Btuh _ Btuh I i Net Required: 1.93 88%/12% 20,381 2,833 23,214 Actual: 2.77 75%/25% 24,900 8,300 33,200 Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: ULTRA 155-CT 24ACC636A"030* Indoor Model: FV4CN(B,F)003L Brand: WEIL-MCLAIN PERFORMANCE 16 AC Description: Natural Gas or Propane Boiler Efficiency: 94 AFUE 16 SEER Sound: 0 0 Capacity: 139,000 Btuh 33,200 Btuh Adjusted Capacity: n/a 33,200 Btuh Sensible Capacity: n/a 24,900 Btuh Adjusted Sensible Capacity: n/a 24,900 Btuh Latent Capacity: n/a 8,300 Btuh Adjusted Latent Capacity: n/a 8,300 Btuh AHRI Reference No.: n/a 9179206 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDE: 70F, Sen. gain: 20,381 Btuh, Lat. gain: 2,833 Btuh, Sen. loss: 44,825 Btuh, Entering clg. coil DB: 79.8F, Entering clg. coil WB: 64.1F, Entering htg. coil DB: 59.9F, Cig. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 750 CFM, Req. htg. airflow: 510 CFM C:\...\21695 Soundview Avenue HVAC Load Calcs.rh9 Friday, February 5, 2021, 2:41 PM nationalgrid - February 18, 2021 Jack Levin 21695 Soundview Ave Southold, NY 11971 Email: frank(a2priorityinc.net; viewrachD-att.net National Grid WO#T102359564—21695 Soundview Ave, Southold To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on February 17, 2021. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, but not more than 10 working days in advance of starting work, not including the day the call was made. The number to call is either the nationally sponsored "811", or the local number for NYC/ LI area, 1-800.272-4480.This confirmation letter of a gas cut-off does not relieve the excavator of making this"811" call. If you have any further questions, kindly contact me at 1-833-359-0645. Respectfully, n YR Christina M. Bonelli Sr. Supervisor, Central Processing Gas Customer Connections �rr r 9 MICIJALL KJACIZINA 41ZC1J1TLCT9 P.C. v � 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: January 21, 2021 To: Town of Southold Department of Building Safety, Inspection&Enforcement Building Inspector 54375 Main Road Southold,NY 11971 Re: Electric Disconnect Certification Murphy Residence 21695 Soundview Ave., Southold,NY 11971 SCTM# 1000—135—01 - 07 Dear Inspector, This letter is to certify that all electric service to the Murphy residence at 21695 Soundview Ave., Southold,NY 11971 has been disconnected as of 12/15/20. The original meter and utility connection have been left connected to the garage and set up as temporary r for construction until utility power is connected to the main house. Ice tha the electrical service to the main house is safe for demolition. Sincerely, 03,256 �0 ®i "t. c el . Macrina ALA ted Architect s� Aau.a�- _ On the�.� day of S "� , in the year 20 21 , before me the undersigned, a Notary Public in and for said State, personally appeared Mu-`_A_�_-_�_N_U►4_ti-i-l_#- personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her/their signature(s) on the instrument, the individual or the persons on behalf of which the individual(s) acted, executedtSi strument. Notar blic FN.Ct.ary LOUIS LARUSSO c-State of New York 01LA6275952 in Suffolk County on Expires Feb 4,2021 1 1 • ' • COMMENTS FOUNDATION(1ST) ----------------------------------- Ali " 'FOUNDATION(2ND) ROUGH FRAMING& PLUMBING INSULATION STATE ENERGY CODE / Poll M W s On / I �I 1 i � :''i�illC fir, �► ff mla�SLM� i ilk 7 11 • ® — S C� Ali. ' � � ■ / � �� / �� � _�' i w _ w_ TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • Telephone (631)765-1802 Fax(631) 765-9502 https://www.southoldtownny ov a o Date Received APPLICATION FOR BUILDING PERMIT - - or Office Use Only ;t F t f PERMIT NO. Building Inspector: 2 4 2021 Apphcatlo�sEand forms must be filled out�n their entlretyS Incomplete ` ,F `, rapplications will not be accepted ,Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed r' , ,�� " '" "" Date:1/26/2021 OWNER(S)tOF PROPERTY t Name:Rachel Murphy..... .._ .. _.. scrM#1000-135-01-07 Project Address:21695 Soundview Ave Southold NY 11971 Phone#:516-885-8931 Email:viewrach@att.net Mailing Address:11220 Soundview Ave Southold NY 11971 CONTACTPERSON Name:Rachel Murphy _. Mai lingAddress:11220 Soundview Ave Southold,,,"NY_11971 P 1.hone#:516-885 8931 _„ Emaii:viewrach@att.net �bESIGN PROFESSIONNFORMATION ALI y Name:Michael Macrina Architects Mailing Address,21 Main St.Stony Brook,"NY 11779 Phone#:631 686-6585 _.... Email:mmacrina@optonline.net CONTRACTOR INFORMATION w:;_ v ` 1 s f „r Name Priority,Construction inc „" - Mailing Address:5 Mott ct„St James, NY 11780 Phone#:631-682-6272 Email:frank@priorityinc.net z� ,r DESCRIPTION OF';PROPOSED CONSTRUCTION F fi rx M . .{ .. BNew Structure ❑Addition []Alteration ❑Repair BDemolition Estimated Cost of Project: ❑Other $1,200,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? BYes El No 1 i PROPERTY INFORMATION Existing use of property: Intended use of property: am_ . .es_ __.. ., . •. 1....Fam.. Res,._....• - 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. r or a0 drafnage�and torm water issues as prowded by 8rCheCk BOX After ReaiIng The owner/contractorIdesigt►profess�onal is+responsible f Chapter 236 of the Town Cade APPLICATION IS HEREBY i1l1ADE to the�8udding;Department for the�ssuance Hof a�8udding Permit pursuant to the Budding Zone `OYd nance of the Town of5outhold,Suffolk,County,lNewyork and Sher applicable Laws Ordmances ar Regulations,for the construction of bwidmgs, t` add(tlons,alterations or for removal or demolitiw.as herein[described The applicant agrees to comply wtth'all applicable taws;ordinances,6uddmg code, , housing code and regulatians and to admit authonietl inspectors on premises and m bwldmg(s)for necessary inspecfians Falsestatementsniade herein are ~ punishable as a Class A misdemeanor pussuant to Section 210 45 of the New York State Penal Laws y " ` v ,1 Application Submitted B (print na e :Rachel Murphy pp y(p ) ❑Authorized Agent BOwner Signature of Applicant: l� Date: Ij U j e STATE OF NEW YORK) SS:COUNTY OF 54M&- ) Rake- Ius c kA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)lbove 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 day of -ZANIN 20 (✓V - 7— Nota �l� NQqu'y P;ubUe, Stale,of Atiil�^Yak. .=1ft�1AI WE63�i'S673 PROPERTY OWNER AUTHORIZATION Qialbiod in Stsiffplk flu (Where the applicant is not the owner)CO"I apire�s 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 TOWN OF SOU BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 r� {�y I}.j! ,V�/' Single&Separate D ? i Truss Identification Form 1... , OCT 5 2018 Storm-Water Assessment Form Contact: Approved ,20 Mail to: l-A OCe 0,Ur1. AVe Disapproved a/c ' ay (0� Phone: (,y, 1^ 3 f a..^ 1�-- Expiration ,20 Bui Ing I s ector APPLICATION FOR BUILDIN IT Date , 20 Y� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within'l8 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing cod and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 2 ( Wtureofpl' r name ' a o oration) /J n 1PWE W 7�' J�,3 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises he a L , / z I&APhd (As on thealx roll or latest de d) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer Builders License No. Plumbers License No. Electricians License No. "5XI(e— Other Trade's License No. 1. LAca 'o of d n whi h pxoposed ork will be done: . oC House Number Street Hamlet County Tax Map No. 1000 Section '['3�5'' "'`" ' 'B°l`o:ch... �;�'. Lot ( A: Subdivision Filed Map No. Lot 2. State existing use and occupancy of premi ' and ynttided u eand occupancy of proposed construction: a. Existing use and occupancy � b. Intended use and occupancy 3. Nature of work(check which applicable): N Building Additio Alteration Repair Removal Demo 'tion-t ND Other Wo k (Descri do 4. Estimated Cost 'e :-�i "1 'F pia d on filing this application) 5. If dwelling, number of dwelling units / umber of dwelling units?o U ach floor If garage, number of cars r� ;11,^ T .i .,s 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ." Rear :w Depth Height' Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of ?remises Address Phone No. Name of Architect/!'!! -aa R�,F�, A- Address-h dl,�,J',Sf �YP T6 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &.D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation of any point'on property is at 10 feet or below,must provide topographical data on survey. 18. Are.there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) �1 SS: COUNTY OF ( b V-) 1 C�- being duly sworn,deposes and says that(s)he is the applicant (Name of individual si ng contract) above named, (S)He is the \1-.,(l f—CG,\ CGIAIIO-kC t— (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 knowledge and belief, and that t ork will be performed in the manner set forth in the application filed therewith. Sworn to before me th' day of 20 DA JEAN L N Public natur of App ' ant ftY P-8 W-STATE 0p,NEW.YOAR ft-01LU0283120 0011fled In Suffolk County UW e!AAbA1ws1..@u-1.L-•• w. .... FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 16,2018 TO: Rachael Murphy 21695 Soundview Avenue Southold,NY 11971 Please take notice that your application dated October 5,2018 For a permit to demolish an existing single family dwelling and construct a new single family dwelling and an accessory in- ground swimming pool at Location of property 21695 Soundview Avenue, Southold,NY County Tax Map No. 1000- Section 135 Block 1 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction on this conforming 44,014 square foot lot in the R-40 District is not permitted pursuant to Article XXII Section 280-116 A. (1),which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff. The construction notes a setback of+feet from the top of bluff,at its closest point. Furthermore,the proposed construction is not permitted pursuant to Article IV Section 280-15,which states, "In the Agricultural-Conservation District and Low-Density Residential R-80,R-120,R-200 and R 400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear a The in-ground swimming pool is located in the side yard. Furthermore the proposed construction not permitted pursuant to Article IV, Section 280-18,which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low- Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule requires a 50 foot front yard setback,a single side yard setback of 15feet and a total maximum lot coverage of 20% Following the construction the dwelling will have a 3 foot front yard setback a single side yard setback of eet and a total vera e of r90 0 'XMIT orized Si a e Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. r FORM NO. 3 ao TOWN OF SOUTHOLD n BUILDING DEPARTMENT SOUTHOLD,N.Y. u NOTICE OF DISAPPROVAL f DATE: October 16,2018 MAMENDED:November 21,2018 TO: Rachael Murphy 21695 Soundview Avenue Southold,NY 11971 Please take notice that your application dated October 5,2018 For a permit to demolish an existing single family dwelling and construct a new single family dwelling and an accessory in- ground swimming pool at Location of property 21695 Soundview Avenue,Southold,NY County Tax Map No. 1000-Section . 135 Block 1 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction on this conforming 44,014 square foot lot in the R-40 District is not permitted pursuant to Article XXII Section 280-116 A.(1),which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from �the top of such bluff. The construction notes a setbackoft/.=�? eetYfrom the to of blu at its closest point. Furthermore,the proposed construction is not permitted pursuant to Article IV Section 280-15,which states, "In the Agricultural-Conservation District and Low-Density Residential R 80,R 120,R 200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The in-ground swimming pool is located in the side yard Furthermore the proposed construction not permitted pursuant to Article IV,Section 280-18,which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low- Density R40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule allows a total maximum lot coverage of 20% p „ Following the construction, there will be a total lot coverag54% Thi Disa oval was amended on November 21 2018fiollowing chap es to the proposed proiect v 'gnature . Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 16,2018 AMENDED:November 21,2018 TO: Rachael Murphy 21695 Soundview Avenue Southold,NY 11971 Please take notice that your application dated October 5,2018 , For a permit to demolish an existing single family dwelling and construct a new single family dwelling and an accessory in- ground swimmiWpool at Location of property 21695 Soundview Avenue, Southold,NY County Tax Map No. 1000- Section 135 Block 1 Lot 7 1 Is returned herewith and disapproved on the following grounds: The proposed construction on this conforming 44,014 square foot lot in the R-40 District is not permitted pursuant to Article XXII Section 280-116 A. (1),which states: ` "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff. The construction notes a setback of+/-34.2 feet from the top of bluff,at its closest point. Furthermore,the proposed construction is not permitted pursuant to Article IV.Section 280-15,which states, "In the Agricultural-Conservation District and Low-Density Residential R-80,R-120,R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The in-ground swimming pool is located in the side yard. Furthermore the proposed construction not permitted pursuant to Article IV, Section 280-18,which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low- Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule allows a total maximum lot coverage of 20% Following the construction, there will be a total lot coverage of 25.4% Thi rce isa royal was ended on November 21 2018 following chap es to the Proposed project (4 Y/Z orize Sign ---- Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 16,2018 AMENDED:November 21,2018 AMENDED&RENEWED:February 14,2018 TO: Rachael Murphy 21695 Soundview Avenue Southold,NY 11971 Please take notice that your application dated October 5,2018 For a permit to demolish an existing single family dwelling and construct a new single family dwelling and an accessory in- ground swimming pool at Location of property 21695 Soundview Avenue, Southold,NY County Tax Map No. 1000- Section 135 Block 1 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction on this conforming 44,014 square foot lot in the R-40 District is not permitted pursuant to Article XXII Section 280-116 A.(1),which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff. The construction notes a setback of+/-26.1 feet from the top of bluff,at its closest point. Furthermore the proposed construction is not permitted pursuant to Article IV Section 280-15,which states, "In the Agricultural-Conservation District and Low-Density Residential R-80,R-120,R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The in-ground swimming pool is located in the side yard. Furthermore the proposed construction not permitted pursuant to Article IV, Section 280-18,which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low- Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule allows a total maximum lot coverage of 20% Following the construction, there will be a total lot coverage of 22.2% This Notice of Disapproval was amended on November 21,2018 following changes to the proposed proiect and again on February 14 2019 to make further chap es. Att&WWd Signature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. BOARD MEMBERS ,�0f SoUryO Southold Town Hall Leslie Kanes Weisman,Chairperson �� 1p 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �40l1 Southold,NY 11971 http://southoldtownny.gov RECEIVED J U L 2 4 2019 � ZONING BOARD OF APPEALS W T j Jtd 6 8' IS AIM TOWN OF SOUTHOLD JUL 2 4 2019 Tel.(631)-765-1809•Fax(631)765-9064 ' B1J�.�Y.III�i�DEII�I'� C,L, y tQ T O NNI OF SOV 9'" So hold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DULY 18, 2019 ZBA FILE: #7295 NAME OF APPLICANT: Rachael Murphy PROPERTY LOCATION: 21695 Soundview Avenue, Southold,NY SCTM#1000-135-1-7 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to A 14 25, and the Suffolk County Department of Planning issued its reply dated March 18, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide'or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 24. 2019. Based upon the information provided on the LWRP Consistency Assessment Form, as well as the records, it is recommended that the proposed action is INCONSISTENT with LWRP Policy Standards; and therefore, INCONSISTENT with the LWRP. However, the Board finds that the application, as amended is CONSISTENT with the recommendations of the LWRP policies and is therefore CONSISTENT with the LWRP. The proposed single-family dwelling exceeds the maximum allowable lot coverage in an area subject to frequent coastal storms. In 2009, the Board of Trustees issued a permit for restoration of the bluff that washed-out and eroded as a result of storm damage. Policy 4.1 of the LWRP provision instructs development, other than water dependent uses, in coastal hazard areas be avoided to minimize potential loss and damage. The coordinator included the following comments and recommendations in his report: The single-family use is not a water dependent use.The construction of a single-family residence further landward than the existing structures, furthers this policy, however, it does not mitigate all risks involved with a major storm. The proposed setback from the top of the bluff is proposed at 26.1 feet where 100 feet is required. The small size of the buildable area of the parcel and proposed structure placement coupled with the increase in lot coverage to greater that the 20 percent creates a situation in where the'structures are still at risk in a highly vulnerable area. Page 2, July 18,2019 #7295, Murphy , SCTM No. 1000-135-1-7 The increase in size (percent cover) of structures is not supported. The closest setback to the CEHA is 2 foot(covered porch). Historical storm events have eroded the bluff seaward of the CEHA line along the Long Island Sound shore even when armored. The proposed location of the structure and increase in structure size in this vulnerable area is highly susceptible to damage and loss over time during times of major storms events including hurricanes. It is recommended that the proposed single-family structure is modified to meet Chapter 280 lot coverage requirements and maximize the distance from the Coastal Erosion Hazard Area to the extent practicable. In the event that action is approved verify the adequacy of the sanitary system shown on the plan. An I/A OWTS (Advanced I/A Waste Water Treatment System)is recommended.. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for an evaluation and recommendation to the Suffolk County Soil and Water Conservation District. According to a report from the agency, dated May 30, 2019 which photographs of effected areas, an inspection of the property was conducted on May 22, 2019. At the time of the visit it was observed that the yard landward of the bluff was well vegetated in turf grasses showing no apparent cause for concerns. There was no stairway access to the bluff so a close inspection was not possible. There were obvious erosion issues on the bluff face, and bulkheading that needs some maintenance. It was further noted that the current dwelling rests on the coastal erosion hazard line and is approximately within 10 feet from the top of the bluff at the closest point. The plans to build a new two story home landward of the Coastal Erosion Hazard Line are appropriate for the size of the parcel. Considerations must be made to limit any further erosion on the bluff. Stormwater run-off from the roof must be captured through gutters and leaders and safely infiltrated. Additionally, since this drywell is located in the construction zone where the demolition is to take place, be sure that the structure has the proper infiltration rate and the area has not become overly compacted during deconstruction. The same concern for the installation of the pool, again the drywell for the patio is depicted on the plans but there lacks a description of how the drywell is to be used. There is no statement that this drywell will capture pool discharge or be setup for emergency or maintenance pool draining. No water should ever crest over the bluff. The bluff is deteriorated and requires mediation. There are stormwater conveyance pipes directly discharging onto the bluff. This has caused significant sliding/sloughing to occur. The bluff also severely lacks vegetation creation increased risk for failure, and will require regrading to the natural angle of repose,followed by stabilization, and revegetation. PROPERTY FACTS/DESCRIPTION: The subject property located is a conforming 44,014 square foot lot located in the R-40 Zoning District. The northerly property line measures 217.10 feet adjacent to Long Island Sound. The easterly property line measures 240.00 feet and the southerly property lines measure 148.84 feet adjacent to Soundview Avenue and the westerly property line measures 253.00 feet. Presently, there is a two-story dwelling and a two-car garage that will be demolished. There are existing stone walls and stone stairs that lead to Long Island Sound from the top of the Bank and a concrete seawall along with wood bulkheading. All as shown on the survey map prepared by Metes and Bounds Surveying, Ralph O. Heil, L.S., last revised April 12, 2018 to indicate the Coastal Erosion Hazard Line. BASIS OF APPLICATION: Request for Variances from Article III, Sections 280-15; Article IV, Section 280-18; Article XXII, Section 280-116A(1); and the Building Inspector's February 14, 2019, Notice of Disapproval based on an application for a building permit to demolish and existing single family dwelling and construct a new single family dwelling and an accessory in-ground pool; at; 1) proposed swimming pool located in other than the code required rear yard; 2) proposed construction is more than the code permitted maximum lot coverage of 20%; 3) proposed construction of the single family dwelling is located less than the code required 100 feet from the top of the bluff, at: 21695 Soundview Avenue, (Adj. to the Long Island Sound, Southold,NY. SSCTM#1000-135-1-7. v Page 3, July 18,2019 #7295,Murphy SCTM No. 1000-135-1-7 RELIEF REOUESTED: The applicant requests variances to demolish an existing single-family dwelling and detached garage and to construct a new single-family dwelling with an attached garage and an accessory in-ground swimming pool. The relief requested is to construct the dwelling 26.1 feet from the top of the bluff where a 100 foot minimum setback is required, locate the accessory swimming pool in the side yard where accessory structures are only permitted in the rear yard or front yard for waterfront properties, and a lot coverage to 22.2%where a total maximum of 20% is allowed. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on July 15,2019 submitted a survey prepared by Ralph O. Heil,L.S., last revised July 10, 2019 which depicts an increase in the Top of the Bluff setback from 26.1 feet to 33 feet by reducing the front yard setback by 5 feet applying the "average setback" of the front yard on Soundview Avenue, in conformance with the code. The new revised survey also reduces the proposed lot coverage by decreasing the size of the attached garage (16 feet by 28 feet) and the accessory swimming pool (16 feet by 30 feet) in order to conform to the code permitted maximum lot coverage of 20%, and no longer requires a variance. The proposed pool is still in a non- conforming side yard and will require a variance ADDITIONAL INFORMATION: In 2010,the Southold Town Board of Trustees approved the Amendment to the Wetland Permit#7204 and Coastal Erosion Permit#7204C to authorize the placement of approximately 122 linear feet of 200-300 lb. toe stone and 6 foot wide gravel splash pad landward of the new bulkhead; to establish small berm landward of the top of the bank; and to stabilize backfill before planting with jute matting (anchored by toe stone) and as depicted on the revised site plan prepared by EN-Consultants, Inc. and last dated July 27,2010. Prior to that permit and Emergency Wetlands Permit was issued by the Southold Town Board of Trustees for temporary precast concrete blocks to be place at the toe of the bluff due to storm induced collapse of the existing timber bulkhead (hurricane Sandy) in October 2009. Additionally,the applicant received a Letter of No-Jurisdiction dated May 30,2019 from the NYS Department of Environmental Conservations for proposed improvements,and advised that no work is to be done landward of the agency's jurisdictional boundary(CEHL). FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 3, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the relief, as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This is a residential neighborhood with waterfront homes of varying sizes that are all similarly located close to Soundview Avenue to provide maximum setbacks from the bluff. The proposed new dwelling will conform to the code permitted front yard setback by applying the "average setback" of the front yard of adjacent dwellings on Soundview Avenue. Many of the waterfront homes in the neighborhood have non-conforming bluff setbacks and in ground pools are a common amenity. The present residence is located 10 feet from the top of the bluff and within the Coastal Erosion Hazard Line. The proposed new house will be moved landward of the bluff and the Coastal Erosion Hazard line. The application has been amended to remove the need for a lot coverage variance by decreasing the size of the proposed attached garage and the size of the proposed in ground pool. 2. Town Law §267-b(30)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed in ground swimming pool in the side yard, on grade, is conforming to the required side yard setbacks and avoids adverse impacts to the bluff. Given the Page 4,July 18,2019 #7295,Murphy SCTM No. 1000-135-1-7 reduced front yard setback to locate the new dwelling as far from the bluff as possible, there is no room to locate a pool in a code conforming front yard. The existing dwelling is only 10 feet from the top of the bluff and within the Coastal Erosion Hazard Area. The existing two-story house is 2,194 square feet with a detached garage. The proposed new two-story house will be 2,099 square feet and located outside of the Coastal Erosion Hazard area. The garage will be connected to the house. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 67% relief from the code for the setback of the dwelling from the top of the bluff. However,the buildable area landward of the top of the bluff on this parcel is only 20,462 square feet. The existing dwelling to be demolished is only 10 feet from the top of the bluff and within the Coastal Erosion Hazard line and the proposed setback, as amended will be substantially more conforming to the code. The location of the in-ground swimming pool is mathematically substantial,representing 100%. However, it is the only feasible location given the bluff and front yard setbacks. 4. Town Law V67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The new house will be constructed to new energy code and hurricane code standards with proper drainage and an updated IA sanitary system. 5. Town Law &267-b(3)(b)(5). The difficulty has not been self-created. The same family has owned this property prior to changes or adoption of waterfront regulations and the current bulk schedule. The amended application is proposing to increase the degree of code conformance of all proposed new structures on the subject property. 6. Town Law 4267-b. Grant the requested relief is the minimum action necessary and adequate minimum action to enable the applicant to enjoy the benefit of a demolishing the existing home and accessory garage and building a new dwelling with an in ground swimming pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Planamento, and duly carried,to GRANT the variances as AMENDED and shown on the revised survey map prepared by Metes and Bounds Surveying, Ralph O. Heil, LS, and last revised July 10, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit revised architectural elevations and floor plans per the amended application. 2. The applicant shall address SC Soil & Water District concerns relating to Stormwater Management and comply with Chapter 236 of the Town's Storm Water Management Code 3. The applicant shall address concerns by SC Soil and Water District relating to bluff erosion and apply methods for revegetation and stabilization of the bluff. 4. The applicant shall install an Advanced I/A Waste Water treatment system as approved by the Suffolk County Department of Health Services. 5. The applicants shall obtain approvals by the Southold Town Board of Trustees as/if required. 6. Swimming Pool Conditions: a. Pool mechanicals shall be placed in a sound deadening enclosure. b. Drywell for pool de-watering shall be installed. J Page 5,July 18,2019 47295, Murphy SCTM No. 1000-135-1-7 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, 'other than such uses, setbacks and other features as are expressly addressed in this action. In the event that'an approval is'granted subject to conditions, the approval shall not be deemed effective until the required conditions fiave been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes,Planamento, and Acampora. (4-0)(Member Lehnert Absent) 6gKaanes Weisman Chairperson Approved for filing /4� /2019 BOARD MEMBERS $® POT Southold Town Hall Leslie Kanes Weisman,Chairperson ��®� U��® 53095 Main Road• P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora axt Office Location: Eric Dantes Town Annex/First:Floor, Robert Lehnert,Jr. �® ® �® 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��C � Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS ^ ;1 TOWN OF SOUTHOLD T OCT 1 1 N22 1 `Q s Tel.(631) 765-1809 EXTENSION DETERMINATION One Year Extension Regular Meeting of October 6, 2022 ZBA FILE: #7295 NAME OF APPLICANT: Rachael Murphy PROPERTY LOCATION: 21695 Soundview Avenue, Southold,NY SCTM#1000-135-1-7 BASIS OF APPLICATION: Request for Variances from Article III, Sections 280-15; Article IV, Section 280-18; Article XXII, Section 280-116A(1); and the Building Inspector's February 14, 2019, Notice of Disapproval based on an application for a building permit to demolish and existing single family dwelling and construct a new single family dwelling and an accessory in-ground pool; at; 1) proposed swimming pool located in other than the code required rear yard; 2) proposed construction is more than the code permitted maximum lot coverage of 20%; 3) proposed construction of the single family dwelling is located less than the code required 100 feet from the top of the bluff, at: 21695 Soundview Avenue, (Adj.to the Long Island Sound, Southold,NY. SSCTM#1000-135-1-7. RELIEF REQUESTED: The applicant requests variances to demolish an existing single-family dwelling and detached garage and to construct a new single-family dwelling with an attached garage and an accessory in-ground swimming pool. The relief requested is to construct the dwelling 26.1 feet from the top of the bluff where a 100 foot minimum setback is required, locate the accessory swimming pool in the side yard where accessory structures are only permitted in the rear yard or front yard for waterfront properties, and a lot coverage to 22.2% where a total maximum of 20% is allowed. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on July 15, 2019 submitted a survey prepared by Ralph O. Heil, L.S., last revised July 10, 2019 which depicts an increase in the Top of the Bluff setback from 26.1 feet to 33 feet by reducing the front yard setback by 5 feet applying the "average setback" of the front yard on Soundview Avenue, in conformance with the code. The new revised survey also reduces the proposed lot coverage by decreasing the size of the attached garage (16 feet by 28 feet) and the accessory swimming pool (16 feet by 30 feet) in order to conform to the code permitted maximum lot coverage of 20%, and no longer requires a variance. The proposed pool is still in a non- conforming side yard and will require a variance DATE OF PUBLIC HEARING: July 3, 2019 This request for a variance was originally Granted as Amended with conditions on July 18, 2019. By email correspondence, dated September 30, 2022, Rachel Murphy, Owner, requested a one-year extension of the Variance Relief. -Page 2, October 6, 2022 One Year Extension—#7295 Rachel Murphy RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Planamento, and duly carried,to GRANT, the applicant's request that the above cited determination be extended for a one-year period beginning July 18,2022, and to expire on July 18,2023 as per Chapter 280-146 of the Code of the Town of Southold. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit revised architectural elevations and floor plans per the amended application. 2. The applicant shall address SC Soil & Water District concerns relating to Stormwater Management and comply with Chapter 236 of the Town's Storm Water Management Code 3. The applicant shall address concerns by SC Soil and Water District relating to bluff erosion and apply methods for revegetation and stabilization of the bluff. 4. The applicant shall install an Advanced I/A Waste Water treatment system as approved by the Suffolk County Department of Health Services. 5. The applicants shall obtain approvals by the Southold Town Board of Trustees as/if required. 6. Swimming Pool Conditions: a. Pool mechanicals shall be placed in a sound deadening enclosure. b. Drywell for pool de-watering shall be installed. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento and Acampora, and Lehnert. This Re ution was duly adopted(5-0). Leslie Kanes Weisman Approved for filing l,/j/ 7 /2022 g)44 "I ��y -1 /q gC) BOARD MEMBERS ��oF SU!/j Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. y Office Location: Nicholas Planamento R • �OQ Town Annex/First Floor Margaret Steinbugler OIiYCOU 54375 Main Road(at Youngs Avenue) + Southold,NY 11971 ,r http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD MAR 1 1 2025 s i Tel. (631) 765-1809 EXTENSION DETERMINATION Extension Regular Meeting of March 6, 2025' ZBA FILE: #7295 NAME OF APPLICANT: Rachael Murphy PROPERTY LOCATION: 21695 Soundview Avenue, Southold,NY SCTM#1000-135-1-7 BASIS OF APPLICATION: Request for Variances from Article III, Sections 280-15; Article IV, Section 280-18; Article XXII, Section 280-116A(l); and the Building Inspector's February 14, 2019, Notice of Disapproval based on an application for a building pen-nit to demolish and existing single family dwelling and construct a new single family dwelling and an accessory in-ground pool; at; 1) proposed swimming pool located in other than the code required rear yard; 2) proposed construction is more than the code permitted maximum lot coverage of 20%; 3) proposed construction of the single family dwelling is located less than the code required 100 feet from the top of the bluff; at: 21695 Soundview Avenue, (Adj. to the Long Island Sound, Southold,NY. SSCTM#1000-135-1-7. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on July 15, 2019 submitted a survey prepared by Ralph 0. Heil, L.S., last revised July 10, 2019 which depicts an increase in the Top of the Bluff setback from 26.1 feet to 33 feet by reducing the front yard setback by 5 feet applying the "average setback" of the front yard on Soundview Avenue, in conformance with the code. The new revised survey also reduces the proposed lot coverage by decreasing the size of the attached garage (16 feet by 28 feet) and the accessory swimming pool (16 feet by 30 feet) in order to conform to the code permitted maximum lot coverage of 20%, and no longer requires a variance. The proposed pool is still in-a non- conforming side yard and will require a variance. DATE OF PUBLIC HEARING: July 3, 2019 This request for a variance was originally Granted as Amended with conditions on July 18, 2019. An extension was granted on October 6, 2022 for one year to expire on July 18, 2023. By email correspondence, dated February 26,2025,Rachel Murphy, Owner, requested an extension of the variance relief. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Lehnert, and duly carried,to GRANT, the applicant's request that the above cited determination be extended from this date to July 18, 2025. This is the last and final extension. i Page 2, March 6,2025 Extension—#7295 Rachel Murphy SUBJECT TO THE FOLLOWING CONDITIONS: l. The applicant shall submit revised architectural elevations and floor plans per the amended application. 2. The applicant shall address SC Soil & Water District concerns relating to Stormwater Management and comply with Chapter 236 of the Town's Storm Water Management Code 3. The applicant shall address concerns by SC Soil and Water District relating to bluff erosion and apply methods for revegetation and stabilization of the bluff. 4. The applicant shall install an Innovative Advanced I/A Waste Water treatment system as approved by the Suffolk County Department of Health Services. 5. The applicants shall obtain approvals by the Southold Town Board of Trustees, if required. 6. Pool mechanicals shall be placed in a sound deadening enclosure. 7. Drywell for pool de-watering shall be installed. Vote of the Board: Ayes: Members Ca , Leslie Kanes Weisman, Chairperson Approved for filing / /2025 Y+,, "ilre,e r1+Yi r ,., :•'� d'ev1°,rr'r'r�r*`q^ `..� Q,'Q 11 ��N dk;:. �^11, %,r"'� _ „a� r///' ... ,e r/rsrgro}e k 1 .4 1► o . ; ' l. s •. y; 3+RIM BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK. i - PERMIT NO.9738 DATE: OCTOBER 28,2020 i ISSUED TO: RACHEL MURPHY !'4r PROPERTY ADDRESS: 21695 SOUNDVIEW AVENUE,SOUTHOLD •� SCTM# 1000-135-1-7 z AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in `4 accordance with the Resolution of the.Board of Trustees adopted at the meeting held on October 28,2020, and •% ` in consideration of application fee in the sum of$250.00 paid by Rachel Murphy and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the a ,yy, u_• . following: Wetland Permit to demolish existing dwelling and porches,detached garage,shed,cesspool,walks, driveway and air conditioning units; construct a proposed two-story framed 4,178sq.ft.(59'x40' �� n irregular)dwelling with 1,100sq.ft.attached wrap-around porch with steps to grade; a proposed 416sq.ft. "1•' (16'x26')attached garage; proposed 314sq.ft.(13'x23.31)roof deck over side porch; proposed 140sq.ft. '•'°0��' (13'x9.5')roof deck over garage; proposed 85sq.ft.(17101)basement stair; proposed 35sq.ft.(71x5') egress window well; proposed 185sq.ft.(21.4'x8.7')uncovered impervious patio-rear side; proposed iFip , •: 935sq.ft.(40.11x45.5' irregular)uncovered impervious patio-left side; proposed steps to grade from "rr porch; proposed 480sq.ft.(16'x30')in-ground swimming pool; proposed 41x10' pool equipment area (pump,filter&heater); proposed two(2)310'air conditioning units; proposed 3'x5' standby generator; Y , q: proposed I/A septic system; proposed 2,750sq.ft.gravel driveway;two(2)proposed drywells for house, E4�• patios&pool; a proposed 4' high compliant pool 'enclosure fencing; and to install and perpetually e maintain a 10'wide non-turf buffer along the landward edge of the top of the bank; and as depicted on ' the survey prepared by Metes and Bounds Surveying,last dated October,16,2020,and stamped ' ,,;y j approved on October 28,2020. •� IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these -� presents to be subscribed by a majority of the said Board as of the 28f`day of October,2020. 1•0•, r ' A r!;/4r. M ,r*. 'e er 4 �,p �'4iei/ 1 ,? � •lGy/r 1 ��r, S �! _ �la1rC 1�,!• :`_. ".y4 4 `. . TERMS AND CONDITIONS The Permittee Rachel Murphy,residing at 21695 Soundview Avenue Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. . 4. That the work involved will be subject to the inspection and approval'of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such.evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all,other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President �QF S0(/ly Town Hall Annex Michael J.Domino,Vice-President ,`O ��� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III l Southold,New York 11971 A.Nicholas Krupski N G @ Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 olyCOU ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9633A Date of Receipt of Application: January 13, 2020 Applicant: Rachel L. Murphy SCTM#: 1000-135-1-7 Project'Location: 21695 Soundview Avenue, Southold Date'_of Resolution/Issuance: February 12, 2020 . Date of Expiration: February 12, 2022 Reviewed by: Michael J. Domino, Vice-President Project Description: For the demolition and removal of house, garage, shed, driveway and walkways. Findings: The project meets all'the:requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Metes and Bounds Surveying dated April 12, 2018 and stamped approved on February 12, 2020. Special Conditions: Haybales and silt fencing are to be installed during demolition. Inspections: Haybale/silt fencing inspection prior to demolition and Final I.n-8pectioh. .If the proposed activities do-not meet the requirements for issuance of.an,Administrative Permit set_forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees �H F Glenn Goldsmith,President *QF SO(/�yO Town Hall Annex Michael J.Domino ,`O l0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G • Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 29, 2020 Michael Macrina Architect P.C. 21 Main Street Stony Brook, NY 11790 RE: RACHEL MURPHY 21695 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-135-1-7 Dear Mr. Macrina: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 28, 2020 regarding the above matter: WHEREAS, Michael Macrina Architect P.C., on behalf of RACHEL MURPHY applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 30, 2020, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 4.1 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: proposed structures have been moved out of the Coastal Erosion Hazard Area; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 28, 2020, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 I • 1 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of RACHEL MURPHY to demolish existing dwelling and porches, detached garage, shed, cesspool, walks, driveway and air conditioning units; construct a proposed two-story framed 4,178sq.ft. (59'x40' irregular) dwelling with 1,100sq.ft. attached wrap around porch with steps to grade; a proposed 416sq.ft. (16'x26') attached garage; proposed 314sq.ft. (13'x23.3') roof deck over side porch; proposed 140sq.ft. (13'x9.5') roof deck over garage; proposed 85sq.ft. (17'x5') basement stair; proposed 35sq.ft. (7'x5') egress window well; proposed 185sq.ft. (21.4'x8.7') uncovered impervious patio-rear side; proposed 935sq.ft. (40.1'x45.5' irregular) uncovered impervious patio-left side; proposed steps to grade from porch; proposed 480sq.ft. (16'x30') in-ground swimming pool; proposed 4'x10' pool equipment area (pump, filter & heater); proposed two (2) 3'x3' air conditioning units; proposed 3'x5' standby generator; proposed I/A septic system; proposed 2,750sq.ft. gravel driveway; two (2) proposed drywells for house, patios & pool; a proposed 4' high compliant pool enclosure fencing; and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the top,of the bank; and as depicted on the survey prepared by Metes'and Bounds Surveying, last dated October 16, 2020, and stamped approved on October 28, 2020. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 4lenn truly yours, 4 Gol smith President, Board of Trustees Glenn Goldsmith, President ®v s®�/, Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly GO- Telephone(631) 765-1892 Elizabeth Peeples � � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES i TOWN OF SOUTHOLD ; J U N 1 7 2025 CERTIFICATE OF COMPLIANCE `''�`�'" flliwm,o; :+authaldi # 2260 C Date: June 17, 2025 THIS CERTIFIES that the demolition of existing dwelling and porches, detached garage, shed, cesspool walks driveway and air conditioning units-, construction of a two-story framed 4,178sg.ft. (59'x40' irregular)dwelling with 1 100sq ft attached wrap around porch with steps to grade; a 416sq ft (16'x26')attached garage; 314sq ft (13'x23 3')roof deck over side porch,• 140sq ft (13'x9 5')roof deck over garage; 85sq ft (17'x5') basement stair; 35sq ft (7'x5')egress window well,• 185sq.ft. (21.4'x8.7') uncovered impervious patio-rear side; 935sq ft (40 1'x45 5' irregular)uncovered impervious patio-left side; steps to grade from porch; 480sq ft (16'x30') in-ground swimming pool; 4'x10'pool equipment area (pump filter&heater);two(2)3'x3' air conditioning units; 3'x5' standby generator; AA septic system; 750sq ft gravel driveway; two(2)drywells for house, patios&pool; a 4' high_compliant pool enclosure fencing; and installation of a 10'wide non-turf buffer along the landward edge of the top of the bank, At 21695 Soundview Avenue, Southold Suffolk County Tax Map#1000-135-1-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 30, 2020 pursuant to which Trustees Wetland Permit#9738 Dated October 28, 2020,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling and porches, detached garage shed cesspool walks driveway and air conditioning units; construction of a two-story framed 4 178sq ft (59'x40' irregular)dwelling with 1 100sq ft. attached wrap around porch with steps to grade,• a 416sq ft (16'x26')attached garage; 314sg ft (13'x23 3')roof deck over side porch; 140sq ft (13'x9 5')roof deck over garage,• 85sq ft (17'x5')basement stair; 35sq ft (7'x5')egress window well; 185sq ft (21 4'x8 7')uncovered impervious patio-rear side,• 935sq ft. (40.1'x45.5' irregular)uncovered impervious patio-left side; steps to grade from porch; 480sq ft (16'x30') in-ground swimming pool; 4'x10' pool equipment area(,pump filter&heater);two(2)Tx3' air conditioning units,• 3'x5' standby generator, AA septic system; 2 750sq ft gravel driveway' two(2)drywells for house patios&pool; a 4'high compliant pool enclosure fencing; and installation of a 10'wide non-turf buffer along the landward edge of the top of the bank. The certificate is issued to RACHEL L. MURPHY owners of the aforesaid property. 4"a. �/ .— . Authorized Signature Glenn Goldsmith,President �`�®F s®(®�y Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ,`®V� ®�® P.O. Box 1179 Eric SepenoskiL Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � L=Fax(6 ) 5-�p64� ; u `J COUN�TY,� BOARD OF TOWN TRUSTEES JUN 1 2025 i..a �- TOWN OF SOUTHOLD Building Bepurtment CERTIFICATE OF COMPLIANCE Townof Soutt-j°ld #2261 C Date: June 17, 2025 THIS CERTIFIES that the reconstruction of the existing bluff stair assembly with railings consisting of one(1) 9'x10'top wood platform to 4'x14' stairs to one(1)4'x5.5'wood middle platform to 4'x13' stairs to one(1)4'x5.5' lower wood platfonn to 4'x8' stairs leading to stone steps down to the beach that are built into a 102' long rock revetment consisting of a 20-501b gravel base over filter cloth and 2-3 ton stone,• stabilization of the existingbluff luff by terracing the areas of excessive scouring utilizing 206• overall feet of 2"x12" CCA planks secured by 2"x2"x4' CCA stakes placed 6 0'on center perpendicular to the downward slope of the bluff along a horizontal plan-, and revegetation of all disturbed areas using Cape American beach grass planted 12"-18" on center; establishment of a non-turf buffer running between the pool fence and the top of the bluff, At 21695 Soundview Avenue, Southold Suffolk County Tax Map#1000-135-1-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 26, 2022 pursuant to which Trustees Wetland Permit 410250 and Coastal Erosion Permit#10250C Dated November 16, 2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the reconstruction of the existing bluff stair assembly with railings consistingof f one(1)9'x10'top wood platform to 4'xl4' stairs to one(1)4'x5.5' wood middle platfonn to 4'x13' stairs to one(1)4'x5.5' lower wood platfonn to 4'x8' stairs leading to stone steps down to the beach that are built into a 102' long,rock revetment consisting of a 20-501b. gravel base over filter cloth and 2-3 ton stone-, stabilization of the existing bluff by terracing the areas of excessive scouring utilizing 206 overall feet of 2"x12" CCA planks secured by 2"x2"x4' CCA stakes placed 6 0' on center perpendicular to the downward slope of the bluff along a horizontal plan; and revegetation of all disturbed areas using Cape American beach grass planted 12"-18" on center; establishment of a non-turf buffer running between the pool fence and the top of the bluff. The certificate is issued to RACHEL L. WRPHY owners of the aforesaid property. Authorized Signature Glenn Goldsmith, President _`�®F s®(/j� Town Hall Annex A. Nicholas Krupski,Vice President ,`off ®I® P.O. Route 25 P.O. Box 1179 Eric Sepenoski J [ Southold,New York 11971 Liz Gillooly e� Telephone(631) 765-1892 Elizabeth Peeples � Fax(631) 765-6641 LI BOARD OF TOWN TRUSTEES + JUN 1 7 2025 TOWN OF SOUTHOLD Building Department CERTIFICATE OF COMPLIANCE Town or Southold #2259 C Date: June 17, 2025 THIS CERTIFIES that the demolition and removal of house garage, shed, driveway and walkways, At 21695 Soundview Avenue, Southold Suffolk County Tax Map#1000-135-1-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated JanuaU 13, 2020 pursuant to which Trustees Wetland Permit#9633A Dated February 12, 2020,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition and removal of house, garage, shed, driveway and walkways. The certificate is issued to RACHEL L. MURPHY owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,'Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO-JURISDICTION May 30, 2019 Michael and Rachel Murphy Re: Application ID 1-4738-03938/00002 11220 Soundview Avenue 21695 Soundview Avenue Southold, NY 11971 Southold SCTM # 1000-135-1-7 ARNO-DEP Dear Applicant: Based on the information your agent submitted, the New York State Department of Environmental Conservation (DEC) has made the following determination. The portion of the referenced property landward of the existing bulkhead and concrete seawall totaling more than 100 feet in length and originally constructed prior to 8/20/77, as evidenced on Aerial Image Resources aerial photograph dated 4/6/1976 (EXP#72-2020) and shown on the survey prepared by Metes and Bounds Surveying last dated April 12, 2018, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward of the jurisdictional boundary indicated above. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within the DEC's jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of th sponsibility of obtaining any necessary permits or approvals from other agen ies. ery tr yours J hn iela er it Admi ' a or CC: Michael Macrina Architect, P.C. Marine Habitat Protection 21� NEW YORK Department of OPPORTUNrrY Environmental Conservation -URVEY OF PROPERTY SITUATE VILLAGE OF SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 135-01 —07 SCALE 1 "=30' OCTOBER 18, 2017 I o M 4O (0 �p J � 2 � o J J LONG ISLAND SOUND r CONC. HIGH WATER ALONG WOOD BULKHEAD SEAWALL CONC. SEAWALL BOTTOM OF BLUFF O J CONC. CONC. OF BLUFF WALL WALL TOP BLUFF HEIGHT 10' STONE WALLS TOP OF BLUFF h STEPS IN FIR Iw I j3.tij wopD I FP P 2 i Sf c R No M2 89g P o. GA,�R B6� 0�£Ft wr GPRp°£ v: O OOf pORCA CONC. \ t) J 9 F e�\CPS N101F s� CONC' GEORGE VASILAKIS o ASPHALT \ I?,DRIVEWAY \ f£•15.9 S r r \ C£ N SPUT f£N \4000 C£ \ £DG£OF PP £p1 .O ! �GpG� O \/ SPLIT Rpit.F£NC£ G£°f p p�M£NT A5 VIE-11 g GPI o HYDRANT �° QO WATER METER S nl : SPOT LIGHT SO GV GAS VALVE NOTE: LOCATIONS AND EXISTENCE OF ANY ❑ SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE. ARE NOT CERTIFIED. THIS SURVEY IS SUBJECT TO ANY EASEMENT METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERTINENT FAGS WHICH A TITLE SEARCH MIGHT DISCLOSE 53 PROBST DRIVE 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134, SECTION PHONE (516) 972-5812 X&TS190IM N 2, OF THE NEW YDRH STATE surveydude0optonline.net 'Copies from the original of this survey map not marked with an original of the land surveyor's inked seal or his embossed seal LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 shall not be considered a valid true copy.' 'Certification indicated hereon signify that MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors. Sold SITUATED AT: VILLAGE OF SOUTHOLD certifications shall run only to the person AREA = 44 014.1 S ft. TOWN OF SOUTHOLD, SUFFOLK CO., . .NY for whom the survey is prepared, and on his behalf to the title company, govemmentol q• agency and lending institution. 1 .010 0 O 4 C• Certifications are not transferable to additional institutions or subsequent owners.' CERTIFIED TO JOB NO.: 17-293 DATE: OCTOBER 18, 2017 SURVEY OF LOT COVERAGE CALCULATIONS landward to top of bank PROPERTY (area = 20,462 SF) SITUATE TILLAGE OF SOUTHOLD COVERAGOEPOSED BREAKDOWN TOWN OF SOUTHOLD HOUSE = 2,081 SF SUFFOLK COUNTY, NEW YORK GARAGE = 672 SF S.C. TAX NO. 1000- 1 35-01 -07 ' COVERED PORCH = SF 'a RAISED PATIOS = 22727 SF SCALE 1 "=30' POOL = 512 SF BUILT—IN BBQ = 42 SF OCTOBER 18, 2017 TOTAL COVERAGE = 4,894 SF MARCH 30, 2018 - ADD PROPOSED HOUSE APRIL 14, 2018 - ADD COASTAL EROSION HAZARD LINE PROPOSED LO = SEPTEMBER 25, 2018 - ADD ATTACHED GARAGE COVERAGE 23.90° �J O J J � LONG ISLAND SOUND 04, 4-i 0 CONC. Z WALL HIGH WATER ALONG WOOD BULKHEAD SEAWALL CONC. SEA _ l — BOTTOM OF BANK --r I v '<I. EXISTING o a TOP OF BANK (n " STONE WALLS -DIP 0 BANK HEIGHT 10' +/— 2: O & STEPS 0IR vl 0I m EXISTING — I ° TOP OF B SHEDANK Xo I TO BE o 13 v I REMOVED l\ EXI5TINO 2 STORY l,��IL FRAME HOUSE n ,= t... ` 10 COASTAL EROSIO �iAZARD LINE 1�T0 BE REMOVED r �.:.::.::. L.... .,. to C.E.H go \ ,.. ... CO POSE N \/EREDD�/ �\t- ... .. \ \ � PATIO \ �� \ndow .46'.. - ............. ................ \ ;s;:.-kit::::.-...:::,.,::::- ....................... i 0\ N101F �' ► r�ca ° s _ Y' 1 EXS.0 o v GEORGE VASILAKIS ..... ., I� k V .. i v�NV OSO 6E 0 c? , .: 1;::-:t::::::};:::;...;;;;:;,--:. +.::::4:. OPOSED oo�oA\ REMOVE >.... gI$s�a2 a�o P RGH\ o� 11 O,FO \ \ PROPOsp N� �F�o y % 1 ASPHALT PR _ DRIVEWAY \ \S.gi\r- FE•q5.9 t��• % \\\ \\ /F E\ PRE 'CID ' \.Oct \\ 111 EX SPUj RP\\.FEN 000 FENCE 1\_ $pE \-P \\ 1\ OF P P`�MENj 1 •O s �a, \\ \\ E 1 _ EO GP I OJ G\V\ �F EX OSPL11 RA1_FENCE \ AMEN �� \W �N� HYDRANT o WATER METER S V �I SPOT LIGHT �0 y GV GAS VALVE NOTE: LOCATIONS AND EXISTENCE OF ANY SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. METES AND BOUNDS SURVEYING THIS SURVEY SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TIRE SEARCH MIGHT DISCLOSE 53 PROBST DRIVE "UNAUTHORIZED ALTERATION OR ADDITION TO A SHIRLEY, NY 11967 SEAL Is AAVIOLAnO'NGOF ARTICLE LICENSED 134LAND 4. SECTION PHONE (516) 972-5812 EDUCATION7209, D qW ON 2, OF THE NEW YORK STATE surveydude@optonline.net "Copies from the original of this survey map not marked with an original of the land surveyor's inked seal or his embossed seal LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 shall not be considered a valid true copy." "Certification indicated hereon signify that MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors. Said SITUATED AT: HAMLET OF SOUTHOLD certifications shall run only to the person TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his behalf to the title company, governmental AREA = 44,014.1 sq. ft. agency and lending institution. 1 .010 aC. Certifications are not transferable to additional institutions or subsequent owners." CERTIFIED TO JOB NO.: 17-293 DATE: OCTOBER 18, 2017 SURVEY OF LOT COVERAGE CALCULATIONS landward to top of bank PROPERTY (area = 20,462 SF) SITUATE PROPOSED VILLAGE OF SOUTHOLD COVERAGE BREAKDOWN TOWN OF SOUTHOLD HOUSE = 2,081 SF SF SUFFOLK COUNTY, NEW YORK COVE GARAGE = 576 RED PORCH = 1,360 SF S.C. TAX NO. 1000- 135-01 -07 RAISED PATIOS = 931 SF POOL = 512 SF SCALE 1 "=30' BUILT—IN BBQ = 42 SF OCTOBER 18, 2017 O, TOTAL COVERAGE—'=`a,-"5_S� MARCH 30, 2018 - ADD PROPOSED HOUSE APRIL 14, 2018 - ADD COASTAL EROSION HAZARD LINE 2�1 '1 PROPOSED LOT COVERAGE = 25.4% SEPTEMBER 25, 2018 - ADD ATTACHED GARAGE _••��,,,..-� NOVEMBER 10, 2018 - ADD TOPOGRAPHY ---- -' --- -� cpJ N o J J LONG ISLAND SOUND �sT 9T 0,,' `, �V p HIGH WATER ALONG WOOD BULKHEAD 10.07 SEAW QQpQCONC. SEAWALL _10, OF-BAR.1�� _ ---------------------- __.1_ __ ___ 1 - ---_--_----------- _-_-_-— —__ ----_ -_-__---- '�� oP.9E.BANIE-' ----x �.-.EXISRNG.__ >.- 1 16.53 03 12 _-_ --__-_----- -_- '- �I 1 _-- -.--.--._ ----__.___ _-—------ - _ 16.20 EFRAMEG l a 1 C' 7 -'-------------- I J METAL SHED V I i I RAILING E BE vf1�_ 2 � j.-.____-_.__.-__-- J�i 18 ,'�._ ----- __�20.99 �� � X•ao,l I 1 w REMOVED I x i ........... ................ ` ............ ............... -::............. . ........ ........... ......................... ........................ \. ,-' ::::::ti:::'::.:.::.::::::::::::.:::::::::::::: RD ...,. .. }: ;;: W ......... 1 C ATAL...ERO A ZA ::::..rw::a: :::::::::.::..:::::::............................ ........ ........... .....: Y to GEHk^ 5,to C E H.L ........... ::::.::.::.: . . . . .:::::: .... PROPOSED CpVER --�` poa . w:..... UNCOVERED ZJ �o �- 16.9 e� ` \ PATIO \ EXISTING 2 STORY :':::;.;;>.N OP SE it R q x FRAME HOUSE dower a 17.51;:::' x'\ V AS, TO BE REMOVED wwd` \ �\ �.::;:`::.........x:':2 35 _GR f.. . O \ y :psi;;'>i;i:::;:;;:;.. V P \. .•.. e.::::::::: o STORY HOUSE :` : ....... �' UPRCOIPosED ...::.:::....:.-::. ;::::::;;;:::.::.__::01�4•EANE.-F(iUNB'1��:::.;.... \a, PA 0 22 I EX\ lolk r CAfZAGE:is 4:i: �'::•:N 0 F '� PRO :ac... i ;;;:;;:;:;;;::: .....;:t.• 1 3$ -\ GOA ... ':....GEORGE VASILAKIS 10RSA0 GEE 1.F-E`.rg6•..: 1 v\►` 0 i i\f3. ....... PROPOSED 16.49 X 1$ i \ i ROOFED x $\ �d• \p. x PORCHx16.66 a 16.50 VE•15•g 5 S I ` � $ SPHALT': c^oC i +VI%1 0"0 A DRIV�WA} i 16.51 ; 1 SpVT Ft FENCE i r 10. CP \ P MENj AVERAGE FRONT YARD SETBACK �� �\ \ i �Ut RAtL ONCE G1��P. .__._16 LOT /6 - 31.8' •O Ep 16.24 LOT #5 - 58.6' LOT 4 - NO STRUCTURES 01 , A' LOT #3 - 25.5' A LOT #2 - 31.8' /• E°✓_._ �x -17 R Ar LOT #8 - 41.9' r � 17.26 /�_$ •`� LOT /9 - 3.2' ( 17.51 K LOT �l10 - 2.4' i LOT #11 - 6.3' �. TOTAL 2015/8 s 5.2' AF � ��. ``` 17.30 ..N 19.54 19 140 S O Ij NOTE: LOCATIONS AND EXISTENCE OF ANY SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. THIS SURVEY 5 SUBJECT TO ANY EASUIDIT METES AND BOUNDS SURVEYING OF` °LE AR MO PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE HYDRANT 53 PROBST DRIVE u aRm �01+ TDsONVSURErorts yY� SHIRLEY, NY 11967 SEAL IS A YKII.ATION OF ARTME 134.SECnON M.SUBDLI 2.OF THE NEW YORK STATE NN PHONE (516) 972-5812 T + I W O WATER METER surveydude®optonline.net 'Copies from the original of this survey map not marked with on original of the land 1• surveyors inked seal or his embossed seal SPOT LIGHT LOTS: 07 BLOCK: Ol SECTION: 135 DISTRICT: 1000 shall not be considered a valid true copy.' 'Certification indicated hereon signify that O MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys GAS VALVE adopted by the New York State Association of Professional Land Surveyors. Said SITUATED AT: HAMLET OF SOUTHOLD certifications shall run only to the person TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his behalf to the title company, governmental AREA = 44,014.1 sq. ft. agency and lending institution. Certifications are not 1 .010 a c, Michael & Rachel Murphy additkml institutions ora nsferable o subsNue t owners.' CERTIFIED TO JOB NO.: 17-293A DATE: NOVEMBER 10, 2018 6'-• 5T-6' 7'-V M a c ri n a Architect 21 Main Stroet SIDiry Brook NY 11790 er S% pt. 01 66696-G565 '�� ho ,66766 Ior //he em em 63aR M re,MM2GIw@oGi° ro. sve0. MMANiiecNUlmn _ \` tnr.Mom ve�,luwnmt w md�.m,a o0 - - 1 � \- p,epml2 or 15s mW,cL Uncovered Patio on Grade ■, Covered 12' EL=19.5 i I j Porch EL=21.0 _--__- EL=21.0- - l I i .14V_ -_-_-- --____-____ _-____-_-____ _--____________-_J _ = Dr alas. ' S' ,nneor, , ■ --- Y � "ter LJ 11•-• , Dining Room preliminary l la ae en° aeeni ,a '.a� i i `� `� i i not for _ EL=19.5 ,��, ; � ) _ - - -.- -- - --- �- -- - ------ construction O _ aC..' El -------J r- - _ r- Patio on Grade (6"deep) Dazes: —- - - ——- Den/Guest Bedrm. i i i i _ ; Covered 12917 Mim."D.S1 0 i ,T-°,�,]•-6- _�$ I ISte' i •_6• Porch = ".18 As Der Medq o�' { 0zz in om - r-mss wJ,'- arzsna AS Der commons EL 19.0 •i,._ _ ... 9. �bm zo•-0•,az-0•„ EL=21.0 mane awch°d Gam9e { 'Tt_. 11V,6 Reduce G-go Two-Car f —_ _ -- L,J 17J16/I6 Miu,Revisbnl Garage j i -_-_-_-1 -_-_-_ 1 r_______ r�11 °O0 - 1T-6 1/23/,9 msm Re sbns M15I19 RwIsims per ZSA • ' El Kitchen " 6 19 Adjust Pod Sire i -Bath- __ r a 1T-0113'-0• - ffol ...•.. i ' O^• I I _______ 3W ____ + In ground Pool pgw:te O _ -21 L___-_-_ L _____-___- ' _- �`` �sXsor Proposed , r de t _. IVED ma5Nn9: 2A•' - -------- ----mne O II -- �e�rl - _ bdnm rot. Residence ----- � wde (4r �P) _ I Po r` d -, - ._ sF� I LRcorrlry Powder { ry --------- - For J I 1 ,� L"t t[� Room �oDenmA6we l r 9 1 , 1, FFE P-YT° Office Michael E Zoning d Of A Mudrroom d & Rachel 9 Board APeals l ' O cvbbies ' FFE=19.5 ❑ _ _ r , _ Murphy LU - 21695 Soundview Ave. ' r, I I C_9• ; ; Southold,NY 0, kdL - — — — _---— Covered - Juisdidion: A` - ----- - - - - - _ - Town of Southold_ - r . TIM - i � -----'-- -------------`------ ------ -------------- � Suffolk County -------------------- --------------------- --- "4 EL=19.5 Dheaed�. ` MAN. f r 61V-0' W-6' 77W a•��%Gf���! 1 - Sheet Tile: First Floor Plan First Floor Plan Data: Bldg Dq*roDY fom 1/4- 1•-0- V.—floor=2.099 sq.ff. } _ ® sac.floor=1.967 sq.R. .�t r� t_,- \/jI ! 'p•�' ZBA filer#wed d Cyeaertt� total=4.066 sq.ff. - / pate: �/ I'S���� Sheet Number: covgrad Porch 1.10 c roof dock 0-1-292 sq ft, roof dock fA2=151 astaohad 9-9e=41 rq-% 1 3 2019 - SURVEY OF LOT COVERAGE CALCULATIONS PROPERTY landward to top of bank SITUATE (area = 20,462 SF) VILLAGE OF SOUTHOLD PROPOSED TOWN OF SOUTHOLD RECEIVED COVERAGE 99DOFN HOUSE ,0 SUFFOLK COUNTY, NEW YORK L t 5pq GARAGE = 416 SF S.C. TAX NO. 1 000- 135-01 -07 7XJ COVERED PORCH =POOL = 480 SF SF SF Zoning Board of Appeals SCALE 1 "=30' TOTAL COVERAGE = 4,095 SF OCTOBER 18, 2017 � - 4,095 SF / 20,462 SF = .200 MARCH 30, 2018 - ADD PROPOSED HOUSE 1O PROPOSED LOT APRIL 12, 2018 - ADD COASTAL EROSION HAZARD LINE �'� COVERAGE = 20.0% (conforms) SEPTEMBER 25, 2018 - ADD ATTACHED GARAGE landward to top of bank JANUARY 23, 2019 - MISC. REVISIONS JULY 10, 2019 - AS PER ZBA COMMENTS Bldg Dept copy from ZBA \o ,` �F 'j ` Final revle19' currents , _` ZBA File # V_ ,,��.�P•• •pH• •y 0 26 Date: / / C�J *: • �� J LONG ISLAND SOUND � �sT J CONC. �l SEAWALL CONC. SEAWALL V HIGH WATER ALONG WOOD BULKHEAD - - 13 15 lz 1s `O o 14 16 _ EXISTING 1 DID rG 17 -- FRAME �Io 18 -� - ' ' - ' - ' mol \ - �"EB ZI 7.1'to C.E.H.L (PATIO ON GRADE) ZONE VE 16 20 EX. A/C UNITS vv I° REMOVED 0 12.2'to C.E.H.L.(POOL) N Iro TO BE REMOVED0Int ZONE X xIu y i,+I'+ 1 ' CQAS AL EROSION HAZARD LINE mI r ` B to C.EH.L 9.2'to C.E.H,� �g 0 TO BE ts. � O\ PROPOSED EL 20.5 REMO'D 0 9.6 `i 5t Pa II UNCOVERED 0 6 EXI5TIN6 2 5TORY PATIO ON A� -'' S FRAME HOUSE -0NII GRADE �9' N (6" DEEd N C�POOL TO BE'.REMOVED a w _ N �' o o. QEWIP. x •a �I wW,d\\ v DRYWEUL DRYWELL we "� „+'\ t, ,`'- EL21.0 \ PROPOS�D FOR /� -� FOR \ - \ 2 5 PROPOSED` �', 16'X30 PATIO\ 1 �N ;HOUSE \`_i ECf9.5 A6�'' \ `, CPORCHD ++�` At IN-GROU` &POOL�_i/ •O _ ti POOL `+ EXISTING PO PC .a ,,st ' �,``,\\ N 1-1,1i ,` , 1 STORY ,t �Q ,, `\ PROPOSED rn 0• (4' DEE FRAME O STAR ` 2 ST[2KY \ O f\0 PROeOSED` J GARAGE flILLONCi'-P = �_ __ ` m PATI ON TO BE N/0/F 16 ,� 8 8EDR00 - `r, -GRA�E EMOVED GEORGE iIASILAKIS 1a5 - !°- F.FE.=215� N -o+ ____ 36 4 0\ 119.0 /1-\ 1pkoPOS 0 18 u LJ ATTACHE �20d EX. PORCH TO N GARAGE, `, ,, PROPOSED ,_ �\ N BE REMOVED o G.F.E. =44 `, o.- COVERED 4p EI-19.0 a �� + PttOP0x�8 20.73 �80 EL21.o PORCF 6 ' AVERAGE FRONT YARD SETBACK ,6 0l+ '' g, AS' ALT OPDSEO: 16.66 �6%0 W step \ DRI WAY PR 00 ` 9'S /Q0 EL19.54, ' I �S - Z�10 .5 fE.15• �s y�0 Q�0 A\ ��s EPS CE LOT #5 - 58.6' `� / �° �� EX SPA\f Rp1b F *000 FENCE LOT #4 - NO STRUCTURES , 15.58 ENT LOT #3 - 25.5' 0 ` '`, `, \L ONCE �` ', OF 19 M LOT #2 - 31.8' 01 ;� � EX• SPUS RA I _ - 16 LOT #8 - 41.9' �� Gv', c 16.7 1"2 LOT #9 - 3.2' E� `\ EOGE 0F;PA�MEN'-X- 17 Q •U LOT #10 - 2.4' - 1 U LOT #11 - 6.3' / 17.2s 17.51 TOTAL = 201.5 ;0 201.5/8 = 25.2' AFYS 18.96 7.3o O�� 18 G 00� �� 1 19.54 19 5 � 4 HYDRANT -�3-S D AREA WATER METER C,0 SPOT LIGHT �'JJ deeded property line = LOCATIONS D EXISTENCE OF ANY SUBSURFACE UTILITIES AND/OR STRUCTURES Gv GAS VALVE NOT READILY VISIBLE, ARE NOT CERTIFIED. 44,014.1 sq. ft. 1 .010 ac. THIS SURVEY IS SUBJECT TO ANY EASEMENT landward to top of bank = METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE 20,462 sq. ft. 53 PROBST DRIVE "UNAUTHORIZED ALTERATION OR ADDITION TO A 0.47 ac. SHIRLEY, NY 11967 SURVEY IS AVIOLATIONI OF ARTIICLE0134,SECTION SURVEYOR'S PHONE (516) 972-5812 EDUCATION LAW ON 2, OF THE NEW YORK STATE surveydudeC4optonline.net "Copies from the original of this survey map not marked with on original of the land surveyor's inked seal or his embossed seal LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 shall not be considered a valid true copy." Certification indicated hereon signify that NOTES: MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Professional Land Surveyors. Said EXISTING ELEVATIONS ARE SHOWN THUS: X 00.00 SITUATED AT: HAMLET OF SOUTHOLD certifications h e shall run prepared to , and nd on his TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to the title company, governmental PROPOSED ELEVATIONS ARE SHOWN THUS: EL1s.o agency and dsl endingre trans ferableCerti le to 2. FLOOD ZONE INFORMATION TAKEN FROM: CERTIFIED Michael & Rachel Murphy additional institutions or subsequent owners." FLOOD INSURANCE RATE MAP No. 36103CO158 H TO JOB NO.: 17-293 ZONE X: BASE FLOOD ELEVATIONS DETERMINED DATE: OCTOBER 18, 2017 OCTOBER 18, 2017 SURVEY OF LOT COVERAGE CALCULATIONS MARCH 30, 2018 - ADD PROPOSED HOUSE landward to top of bank APRIL 12, 2018 - ADD COASTAL EROSION HAZARD LINE PROPERTY (area = 20,462 SF) SEPTEMBER 25, 2018 - ADD ATTACHED GARAGE SITUATE PROPOSED JANUARY 23, 2019 - MISC. REVISIONS VILLAGE OF SOUTHOLD COVERAGE BREAKDOWN JULY 10, 2019 - AS PER ZBA COMMENTS TOWN OF SOUTHOLD HOUSE - 2,099 SF SEPT. 29, 2020 - AS PER TRUSTEES COMMENTS S U F FO LK COUNTY, NEW YO R K GARAGE - 416 SF OCT. 16, 2020 - AS PER TRUSTEES SITE VISIT S.C. TAX No. 1 000- 1 3 5-01 -07 COVERED PORCH = 1 ,100 SF POOL = 480 SF DRAINAGE SYSTEM CALCULATIONS: SCALE 1 "=30' TOTAL COVERAGE = 4,095 SF ROOF AREA: 3,615 sq. ft. 4,095 SF / 20,462 SF = .200 REAR PATIO AREA: 185 sq. ft. SIDE PATIO AREA: 935 sq. ft. 4,735 sq. ft. X 0.17 = 805 cu. ft. r� O PROPOSED LOT 805 cu. ft. / 42.2 = 19.1 vertical ft. of 8' dia. leaching pool required L COVERAGE = 20.0% (conforms) PROVIDE (2) 8' dia. X 12' TALL STORM DRAIN POOLS landward to top of bank to be wrapped with filter fabric J o OJ J LONG ISLAND SOUND 04, r�r/ SEAWALL _ - 1�J1 J SEAWALL CONC. SEAWALL L HIGH WATER ALONG WOOD BULKHEAD - 1 12 13 �Lj4 14 �QTMM-OF BANK? 15 11 _ 10 12 _ / 14 �I6 `- _ m EXISTING' D 16 1 -- , ..GFIED OI TO BE 0 ZONE VE 16 20 ' ' ' ' ' ' �Inoi' x„I �. NONOP RF'BOFFER�• REMOVED ZIo 7.1'to C.E.H.L.(PATIO ON GRADE) "EX, A/Cd1NIT$ _ N 0 12.2'to C.E.H.L.(POOL) ,, "' u 1 1 COAS AL EROSIOtJ I AZARD LINE m I ZONE X � X' rn w r"` �.-- aol` xIu EXISTING 3.8 to C.E.H.L I 9.2'to C.E.H. PROPO D LI AR CESSPO \ s I TRENCHD(tAIN B TO BE 19. i 5 x FL�9��Oi PROPOSED 4FT TALL m ' PROPOSED plpEp TO DR EL 20.5 REMO D LP p 3• 0 u poo POOL COMPLIANT FENCE - UNCOVERED Zg5 0_9• 1„ 11• ','o EX15TINO 2 STORY I I IMPERVIOUS EL.2L FRAME HOUSE v II GRADE,PATIO ,. 4 �e+ �g 5 (6' DEEd \\ TO ESE REMOVED p dayl 2 ^r t o o POOL \� 8'dia.xl2'tall �\ 8'dia.xl2'tall 'II `N1weU - „��` ZP, QEQUIP. CPXDRYWELL #2 ��` ` DRYWELL � ""� �, ,,'L`�, �- EL27.0 `, ROPOS�D �-� FOR HOUSE, N/0/F -� #1 FOR� 1 ,� �' o' 25 PROPOSED',,1, 16'X30 � SIDE PATIO& 'HOUSE & ��� _ Eti,(9.5 0 39� COVERED �, 42 IN-GROU \ � � 'O POOL BACKWASH GEORGE VASILAKIS P,AR PATIO PORCH 1� POOL EXISTING GE \ � N 1�•� 1 STORY CELLPROPO�D \\Clow, ` ��I,� R POSED (4i DEEPIT GARFRAME " OJ eN ", ',STAIF� 2 5TS2RY_ qQ q�`- 11 PESMA AVERAGE FRONT YARD SETBACK \ o o ON N - PATI ON �6 PROPOSED 4FT TALL 16;, � --_ o ---6RA�E POOL COMPUANT FENCE \19 5 0 " w. F.F.E.=213\ _-__ % '`\EC 19.0 LOT 6 - 31.8' , -'AIROPO No `80 3- 40• o PROPOSED LINEAR L� ATTACH \2O� 1 N✓ 10 TRENCH DRAIN TO BE LOT #5 - 58.6' EX. PORCH TO t� GARAGE PROPOSED ��_ PIPED TO DRYVCi/2 31 LOT #4 - NO STRUCTURES 51 BE REMOVED 20.73 0-G.F.E. =19.5 "o- \COVERED EL.19.0 �\ 1 �1 i LOT #3 - 25.5' X D ,6o EL21.o PORCI#' 64' ,4r' ` �Y�:) X LOT #2 - 31.8' o, \ L--' SEPTIC , ,6.66 FTIAN p O 16• _ f�R0PO5ED 1/A---� LOT #8 - 41.9' y j� EL.19.5 I Y\ etePg u\o r_ 1PPRO a 16. FE, A5.9 5 LOT #9 - 3.2' s Fo e� / \ \ �\' R --�EL�cE NCE LOT #10 - 2.4' �F o PROI�'OSED \ L EX• SPUN' Wopv FE LOT #11 - 6.3' W �\ GR)1VEL 1 .58 • ` o\ DRLI/EWAY CE \ PP M01 TOTAL = 201.5 OO✓ 1,3'1 .6 EX Spat RA1�FEN _ of -16 201.5/8 = 25.2' AFYS o 1s.2 EP � MEN1 i 7 Q Ar AREA Eon OFpA`� X 17.2 -17 �$ �U 1 deeded property line = �' ,5j, 17.51 44,014.1 sq. ft. X 55 1 .010 a c. 18.9s 18 17.3001 o o v landward to top of bank = � HYDRANT X 19 �0 0 `r WATER METER 79.54 20,462 sq. ft. 5 0.47 ac. E SPOT LIGHT p GAS VALVE S 0 NOTE: LOCATIONS AND EXISTENCE OF ANY 1 1 I DRYWELL SUBSURFACE UTILITIES AND/OR STRUCTURES J NOT READILY VISIBLE, ARE NOT CERTIFIED. THIS SURVEY IS SUBJECT TO ANY EASEMENT } METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE 53 PROBST DRIVE 'UNAUTHORIZED ALTERATION OR ADDITION TO A \ ` SHIRLEY, NY 11967 SEAL IS A VIOLATIONRVEY MAPIGOF ARTIC LICENSED134 Ds SURVEYOR'S 7209, SUBDIVISION 2, OF THE NEW YORK STATE PHONE (516) 972-5812 EDUCA11oN LAW surveydude®optonline.net "Copies from the original of this survey map not marked with an original of the land surveyor's inked seal or his embossed seal LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 shall not be considered a valid true copy. "Certification indicated hereon signify that NOTES: MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Professional Land Surveyors. Said SITUATED AT: HAMLET OF SOUTHOLD certifications shall run only to the person EXISTING ELEVATIONS ARE SHOWN THUS: x 00.00 TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his behalf to the title company, governmental PROPOSED ELEVATIONS ARE SHOWN THUS: 0 agency and lending institution. EL.19.0 Certifications are not transferable to Michael & Rachel Murphy additional institutions or subsequent owners." 2. FLOOD ZONE INFORMATION TAKEN FROM: CERTIFIED FLOOD INSURANCE RATE MAP No. 36103CO158 H TO JOB NO.. 17-293 ZONE X: BASE FLOOD ELEVATIONS DETERMINED DATE: OCTOBER 18, 2017 SURVEY OF LOT COVERAGE CALCULATI PROPERTY landward to top of bank SITUATE (area = 20,462 SF) VILLAGE OF SOUTHOLD PROPOSED TOWN OF SOUTHOLD kECE1VED CHOUSE =B2,09905FN SUFFOLK COUNTY, NEW YORK GARAGE = 416 SF S.C. TAX NO. 1000-1355-01-07 UL 1 5_2019 COVERED PORCH = 1,100 SF w5� POOL = 480 SF SCALE 1"=30' Zoning Board of Appeals TOTAL COVERAGE = 4,095 SF OCTOBER 18, 2017 MARCH 30, 2018 - ADD PROPOSED HOUSE 4,095 SF / 20,462 SF = .200 APRIL 12, 2018 - ADD COASTAL EROSION HAZARD LINE .� PROPOSED LOT SEPTEMBER 25, 2018 — ADD ATTACHED GARAGE 2 1 COVERAGE = 20.0% (conforms) landward to fop of bank JANUARY 23, 2019 — MISC. REVISIONS JULY 10, 2019 — AS PER ZBA COMMENTS FINAL MAP _1 " E VIEWED BY ZBA 1 �°26 45 R SEE DFCiS10N # a � pATED� LONG ISLAND SOUND V .A NIGH WATER ALONG WOW BLANNEAD SEAWALL GONG SEAWALL 1 � - - - - - - - �r2 13 ,, ld O 11 _-- BOITOK OF_eAM __ --]e 16 i 4R STOW WALLS m / 62 1Ls T f0't/— - '�� &g1Epg — {Hi_ Ea 17 _ nI I At Ee le r ZONE VE 16 21 -- '°P �- KU \y+a E r 'r,wtTs b BEn 41 r M GLML(PAIp a RA9F) - -'� I N >L , _ r2i b CLILL(�) TO FIE RFM%ln $m. ZONE X+ NjcoASjnt NN. _ r, PROPOSm .- EX15TIN619TOFLT II IAiC01fRED anrd ,,Q--„1 PRAt rL use7Dt- `\;,1 TO BE REMOJmmII , s h,•+ 1p .+� ORTRIJ;'_' X P®p�p9� ELmm��TT F'OR y �l O x}�PROPO9o)`,,'t w16'%30T- PA i LL{iltlxs y 19.5 - A� l\1 CPOKIN _ '0, _ .1 , POOL Ert611NG O / Ad'F T T L 1„IORv M @TORSE V y aT ] IA, �� �. N/0/F , STMR \60" A ON COW.F N r 10. T,FIT CEORGE VASnAA7S ems . FT E.GIs\ ao 56. o\ ArrGARAGE BF REMOVED o GFE lm6 AVERAGE FRONT YARD SETBACK o a \i A uT 666 6` fL145 6 F,� \ DPo WAY PR1 T5 g'S LOT #6 - 31.8• 7s I LOT #5 - 58.6• svuT aA°• f0a LOT #4 - NO STRUCTURES O LOT #3 - 25.5• k� ,L Fs1+cx L ,' of PA LOT #2 - 31.8• O, E%. EF ", LOT #8 - 41.9' LOT #9 - 3.2' 17 q PApLEav d LOT 010 - 2.4' � ,o-' eocE°F _ A Q•U 4 LOT #11 - 6.3' TOTAL = 201.5u� 201.5/8 25.2' AFYS 18 y6 ee 9. 19 �V A HYDRANT AREA 16 WATER METER C O AJ SPOT LIGHT y-� deeded property line = Q NO1E:LOCATIONS AND EXISTENCE OF ANv y 44,014.1 sq. ft. ❑ GAS VALVE Sl1BSURFACE UTILITIES ANO/OR STRUCTURES NOT READILY NSIBIE,ARE NOT CERTIFIED. 1.010 ac. landward to top of bank = METES AND BOUNDS SURVEYING 20,462 sq. ft. 53 PROBST DRIVE 1AMUnMT[D A OGTM d,M6RpN 0 A 0.47 ac. SHIRLEY, NY 11967 xrs „o°� "C« rns PHONE (516) 972-5812 L'n°r°..1°NwB0,AF190w"x°`TME NLW vdAA sryrz surveydude0optonline.net "C.-I th,o.gM°I°r IN*1—"-1 e iw1 m..w rith a original of the k,W LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 Gart�Rc°Gon irbic°,ed ne.eon,gnNy Npt NOTES: MAP OF: u,.1i1c19 c°d,If P,°dica°lo.Lond w,me 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM edoP b t.dw dyl the N,r YPn Sort,M,° !IIM If urt 1°M Sunryon. Sdd EXISTING ELEVATIONS ARE SHOWN THUS: ,00 ou SITUATED AT: HAMLET OF SOUTHOLD 1p�� u�lry�,n.,,Iy In,n•P•..«• TOWN OF SOUTHOLD, SUFFOL-K CO., N.Y. ry maw°,w.°Ad PROPOSED ELEVATIONS ARE SHOWN THUS: °in°"°ona ieo'dei°O°7neNYcn°o.mm°ot°I °'1p'D c«ix°M�,°A.° °ooi 2. FLOOD ZONE INFORMATION TAKEN FROM: Michael & Rachel Murphy °deul9°I manmwA.«.um.R ent 9rre, CERTIFIED FLOOD INSURANCE RATE MAP No. 36103C0158 H TO JOB NO.: 17-29 3 ZONE X: BASE FLOOD ELEVATIONS DETERMINED DATE: OCTOBER 18, 2017 RECENE� � _ MAR 011 W9 Michael Macrina Architect :°wms°,w am°,aoo°rry nrw Pm. B]i B°B65a! m en e®mm wn °wa�e°nnuxcm , preliminary notfor I i construction P I I PRYIB uP�.B� N°Rme1M P P.to Bei° S P I 0 VLenMms Unfinished Storage i i / Proposed iResidence iFor O UtIlty Room i P�B Michael & Rachel Murphy _ 21695 Sm.dAm Ave. 1 Southold MY I Tavm of Southold Suffolk county I o®w �w I REa R i j A. Cellar Floor Plan i Cellar Floor Plan iZ86 q0¢ Y F NEB A z A-O Milchaal Macrina Ip, Architect °owe ¢•21a /me uncovered O¢-,as Patio on Grade Covered (- ¢•an Parch ¢•x,x Dining Room preliminary ¢.,x9 ❑ �� «e not for a a construction ❑ i C.NGu�as<Bedrm I - ' Patio an Grade (6-deep) ❑ Covered Lvin am I i� � q ¢-1ao .uwrao-"a 1 PO ¢•ro Two-Car Garage O _ y eaa P El1 K'� - -' m Ingroond Pool 76}60 Proposed RECENm - - (<•d�Fi Residence 7a g� •i :Ru wry: .. 1 _ - For SEP 12 2019 fra•216 f - a a a Madroom ofr— Michael Zoning Board Of Appeals &RachEl - asa Murphy 4 - — 1 C 21fi95 aurtM1avA1e Porch - _ _ - '•�� --' - - --- __ - _- r9wammwde --- ---- -- -- ¢-tan S."�• FINAL MAP First Floor Plan Data: REVIEWED BY ZBA First Floor Plan ® e�1 .O6Bsg SEE DECISION#—L - DATED /J_? /_�b[L �».. . .,e.�o._.....R A-2 I Michael "#AR0 2df9 Macririm zo"rMG . Architect �ARDOIAPP@ALr e,Nmi�aaramN „mo a� xs sn aemm .m.t xYm,u.Aocm�m,w ..e xNxe�cr,Yoao • I I s��e� aexowv.. • — „: =:,- ^O 0 -preliminary uBath: :,I v'-�.1 Bedroom .. 'i I i i i i. I I not for l- .' i� _*" O ❑ I i construction -- ,..m i li�tl•I•i Bedroom 2 la r Master ��/3 ❑ Bedroom Roof Deck it,di Hall I ' Bet h i�,�:,i;: Ra f 0 De& II!iii', O --_ I i 'li;ll •'iiE wp o"�m Proposed Residence Masted 'Bath Far r_• Bedroom @ o,.,.ew. 'a, a++o.�. ,• 0 ---- $ Vfa9c-m �•!��'! r I closet _�� I Michael t - & Rachel Murphy _ - — -- ❑ 216958.nM-Ave. --_---- S Wtol t NY suffok 5ouchold — _ — SWIoOC Camry a' Al Second Floor Plana 1.•y. 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((:ilS ,• � .dl.r.�q•t�Y"� R'"R ��':.'T:':::,:��:'::...Y:�'S:::Sh•�.n S�L n 'Y l.... � F5 �'h�.��'h.ZSv ��:1h:�:�t.:Sl7t1:2fa7d•Se:�� ----- L,h.SiSf�..,h:�L•:�..::'��:,:f,.�S::::SJ:�afitl�:r'S::S•:J:�::7::haJ::1 .SS• `Sig /ter.•: .�: ,"+f.•,4'; ��• p arl I: -- IL 11 IIIrIl:IIII[III Illllllllllllllli al L�'t�I171.l1_I- raw - ram tvva• cv��[v�� v�i - - r� ,n. OCTOBER 18, 2017 SURVEY OF LOT COVERAGE CALCULATIONS MARCH 30, 2018 — ADD PROPOSED HOUSE landward to top of bank APRIL 12, 2018 — ADD COASTAL EROSION HAZARD LINE PROPERTY (area = 20,462 SF) SEPTEMBER 25, 2018 — ADD ATTACHED GARAGE SITUATE JANUARY 23, 2019 — MISC. REVISIONS VILLAGE OF SOUTHOLD COVERAGOEPOSED BREAKDOWN JULY 10, 2019 — AS PER ZBA COMMENTS TOWN OF SOUTHOLD HOUSE — 2,099 SF SEPT. 29, 2020 — AS PER TRUSTEES COMMENTS S U F FO LK COUNTY, NEW YO R K GARAGE — 416 SF OCT. 16, 2020 — AS PER TRUSTEES SITE VISIT S.C. TAX NO. 1000- 1 35-01 —07 COVERED PORCH = 1 ,100 SF POOL = 480 SF DRAINAGE SYSTEM CALCULATIONS: SCALE 1 "=30' TOTAL COVERAGE = 4,095 SF ROOF AREA: 3,615 sq. ft. REAR PATIO AREA: 185 sq. ft. 4,095 SF 20,462 SF = .200 SIDE PATIO AREA: 935 sq. ft. •1 O PROPOSED LOT 4,735 sq. ft. X 0.17 = 805 cu. ft. '\ 805 cu. ft. / 42.2 = 19.1 vertical ft. of 8' dia. leaching pool required COVERAGE = 20.0% (conforms) PROVIDE (2) 8' dia. X 12' TALL STORM DRAIN POOLS landward to top of bank to be wrapped with filter fabric BY � E BOARD OF I iZUSTEES v' M 4� z6 TOWN OF SOUTHOLD cpJ DATE O a o 28� 20Zp J o J � j M LONG ISLA-N� D � 0 CONC. Z SEAWALL CONC. SEAWALL HIGH WATER ALONG WOOD BULKHEAD 12 13 f� 11 12 1 -tJK HEIGHT TO'14 6 — - _ ...:.......:...:...EXISTING; 16 ' 121 TOP OF BANK- .,.,.�,', ..GM6D _.OI 18 1. d. 1n,Ci I PROP D tOft \ TO BE z 7.1'to C.E.H.L.(PATIO ON GRADE) ZONE VE 16 20 r-. - SIN ?4u11 NON- RF BUFFER REMOVED 16 `` .'•EX.'RJC.UNITS 1 0 12.2'to C.E.H.L. (POOL) ZONE X COAS AL EROSIOA AZARD LINE o to I m N � c'' x an 1 x - I EXIST 9,2 to C.U. ING ' 3.6 to C.E.H. PROPOSE-D U AR CESSPO \ / `\g. TRENCH DRAIN B TO BE fa. i 5 E 0. .'� PROPOSED 4FT TALL PROPOSED P1pEp TO 20.5 REMOV D Lp p 3• O cT poo p00L COMPLIANT FENCE EXISTING 2 5TORY I UNCOVERED 255 0.g•�N 1, 1�• +p IMPERVIOUSl , FRAME HOUSE v NI I PGRADE N 9-0, -N I - 5 N p (6"DEED N POOL 8'dia.xl2'tall :\ \ TO BE REMOVED Ob II aW DEOUIP. \\mx DRYWELL II 8'dia.xl2'tall .ate W�we\\ - i,���� o• o- DRYWELL Q `„ �.S EL.21.0 �- �- ROPOD FOR HOUSE, N/0/F - k \ -il „ 2 5 PROPOSED\ `, 1 ' 30' j SIDE PATIO h > 1 FOR \ 6 X GEORGE VASILAKIS �ousE & / EC.f9.5 gD �` COVERED IN-GROU ���� •O POOL BACKWASH REAR PATIO 3 - PORCH ? 4 2 � _. zoa c _ �1� POOL `�. \EXISTING a c -.,I- �ro GENE P�aQ p la A PROPOSED i?�, 1 EL.19.0 (4' DEEP 1 STORY O 1,1 CELLAR'" 2 STORY H� �• ���'� ROPOSED -" N_, FRAME x J AVERAGE FRONT YARD SETBACK srnlg, ON COW-F �� (PATIO_ o GAR o d:''' 8 BEDROO4 -- m P PROPOSED 4FT TALL cr. r PATIO_ON \6% @ _GRADE � OVED POOL COMPLIANT FENCE 195 11. W F.F.E.=21S _-i a-___ a EL'19.0 LOT #6 — 31.8' �ROPO ,1 \ No• \g� 0\ PROPOSED UNEAR LOT #5 — 58.6' EX. PORCH TO Nth A TA HE GARA , \PROPOSED ,,-' \ ry/ �\`: _ - P��DRAIN TO BE LOT 4 — NO STRUCTURES BE REMOVED COVERED EL.19.0 _ _--1 -,a dl PIPED TO 11ItYME11/2 # 20.73 0•G.F.E. =19:5 , ,80 0� EL21.0\POERED 64B `i `r1" LOT #3 — 25.5 x X LOT #2 — 31.8' I 16 o\y S \ OnP0�5� a \ 1`1 16.66 LOT #8 — 41.9' � 0 EL.19.5 I Y \ Step �\j _ 91PPR0 3' 1650 FE 1595 LOT #9 — 3.2' \ cE LOT #10 — 2.4 �� �� Q / I a o PRO OSED \ EX, SPE\T R *000 FENCE\� LOT #11 — 6.3' W 0\ cRvEL 15.5 i a\ DRI WAY E A NEVI TOTAL = 201.5 •OO J 311B.65 EX SPE\T RP11 FEN% \ OF P ---16 201.5/8 = 25.2' AFYS I 62X E� Gv i Nj 16.75 �` OF P°`vEME -17 AREA Q E0 X / 17.2E K deeded property line = 17.57 44,014.1 sq. ft. �� X� 1 .010 ac. Ta.ss 95 18 00� landward to top of bank = HYDRANT X 19 'j 4� _ 20,462 sq. ft. WATER METER S I c T 0.47 ac. SPOT LIGHT p GAS VALVE S 0 NOTE: LOCATIONS AND EXISTENCE OF ANY DRYWELL SUBSURFACE UTILITIES AND/OR STRUCTURES ^ NOT READILY VISIBLE, ARE NOT CERTIFIED. THIS SURVEY IS SUBJECT TO ANY EASEMENT METES AND BOUNDS SURVEYING WHICH A RTITL.AND ANY OTHERE SEARCH MIGHTPDE SCLOSE FACTS I 1 53 PROBST DRIVE UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A OCENSED LAND SURVEYOR'S SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134, SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE PHONE (516) 972-5812 EDUCATION LAW" \ surveydude@optonline.net "Copies from the original of this survey map not marked with an original of the land surveyor's inked seal or his embossed seal j a LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 shall not be considered a valid true copy. "Certification indicated hereon signify that NOTES: MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM SITUATED AT: HAMLET OF SOUTHOLD Professional Land Surveyors. S i certifications shall run onlyto person EXISTING ELEVATIONS ARE SHOWN THUS: x 00.00 TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for wham the survey is prepared, and on his behalf to the title company, governmental PROPOSED ELEVATIONS ARE SHOWN THUS: agency and lending institution. EL79.0 Certifications are not transferable to Michael & Rachel Murphy additional institutions or subsequent owners." 2. FLOOD ZONE INFORMATION TAKEN FROM: CERTIFIED FLOOD INSURANCE RATE MAP No. 36103CO158 H TO JOB NO.: 17-293 ZONE X: BASE FLOOD ELEVATIONS DETERMINED DATE: OCTOBER 18, 2017 SURVEY OF PROPERTY SITUATE VILLAGE OF SOUTHOLD I^ TOWN OF SOUTHOLD D SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 135-01 —07 JAN - 6 2022 SCALE 1 "=30' BUILDING o sou�oLo LLJJ OCTOBER 18, 2017 Q' APRIL 12, 2018 ADD CEH LINE 2�1 •1 NOVEMBER 11 , 2021 FOUNDATION LOCATION E A! z6' cpJ N � N P. J LONG ISLAND SOUND 0/1, t" CONC. SEAWALL CONC. SEAWALL HIGH WATER ALONG WOOD BULKHEAD L BOTTOM OF BANK CONC. OWALL Wes' TOP OF BANK J BANK HEIGHT 10' +/— STONE WALLS TOP OF BANK & STEPS .. :................................................................................................................`.......... ..:..:..:..`.:..:..:..:. :.:.:......::. : 666/ � � . .•.......�:::: ....::.: 0 COASTAL EROSION HAZARD LINE : : :...:.:.-..:. : :: .. : : : : :: :.•:. ...................................... .. ... ' ......:....;........... . s tt::t: ............................ f .. ............. ...:..: . ................................................................................... . :;.i:;. ... :• ..... ::::: . i . : ..::::: a.: in ... ...... ..... . ........ . ... m rn i ................................... 459'............ ............................. 2 ......................... ........_................... N i 6.l >> 11.$ ONG. a 10 0 % N/0/F ,6 o No N21 g5 �o.b GEORGE VASILAKIS / N p 1a6 O 'o, O 8 UNDp�a% 159'S t.0 2 Z �`,t' `\� S?U1 RptE FENCE WOOD m4cs �+ ; \ I AGE DF P pVEMEN f j!/l'.1 i V n O, GV Rp\1 FENCE SPUT EDGE OF P ❑ A�MENT f �� 4E•��9 S Gp{E o M �� ` o � A � HYDRANT QQ WM S o WATER METER a` ) SPOT LIGHT �O v �v GV GAS VALVE NOTE: LOCATIONS AND EXISTENCE OF ANY ❑ SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. METES AND BOUNDS SURVEYING 7H15 SURVEY ANY OTHER TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FAGS WHICH A TITLE SEARCH MIGHT DISCLOSE 53 PROBST DRIVE UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134.SECTION 7209.SUBDIVISION 2.OF THE NEW YORK STATE NOTES: PHONE (516) 972-5812 EDUCATION LAW 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM surveydude@optonline.net "Copies from the original of this survey map not marked with an original of the land EXISTING ELEVATIONS ARE SHOWN THUS: X 00.00 surveyors inked seal or his embossed seal LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 shall not be considered a valid true copy." "Certification indicated hereon signify that MAP OF: this survey was prepared in accordance with the existing Cade of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors. Said SITUATED AT: VILLAGE OF SOUTHOLD certifications shall run only to the person TOWN OF SOUTHOLD SUFFOLK CO., N.Y. for whom the survey is prepared, and on his � behalf to the title company, governmental AREA = 44,014.1 sq. ff. cgs ncy and lending institution. Certtftcotions are not transferable to 1.010 CIC. additional institutions or subsequent owners." CERTIFIED TO JOB NO.: 17-293FND DATE: NOVEMBER 11., 2021 SITE INFORMATION, -7 OVERALL LOT AREA-44.014.1 sq.ft.(1 010 ACRES) 21695 SOUND FEMA Zane X V per Map FM36103C0158H-Map VIEW AV E N U E revision date September 25,5,20 20 09 DWELLING W/5 BEDROOMS(550 GPD) SEPTIC SYSTEM FOR 6 BEDROOMS (1)HYDRO-ACTION AN600(OWTS-660 GPD) SOUTHOLD (8)8.5'LONG x 4.75'W IDE x 2.0'EFFECTIVE DEPTH LEACHING GALLEYS(LG)(H-20 TRAFFIC RATED) (4)EXPANSION GALLEYS(EG)(H-20 TRAFFIC RATED) TOWN of LOCATED 930.0'WEST OF NORTH ROAD.ON THE NORTH SIDE F SOUND VIEW AVENUE. SOUTHOLD VILLAGE OF SOUTHOLD / OWN OF SOUTHOLD SUFFOLK COUNTY designed by. BOUNDARY 8 TOPOGRAPHIC DATA BY METES 5 BOUNDS 21� / SURVEYING DATED JANUARY 23,2019. r� \ SEPTIC SYSTEM DIMENSIONS L6 4/� �'' \ House Point A Housa POInt B 1-I/A OWTS 80.0' 46.5' ' \ 2�Distdbubon Box 67.5' 35.0' 3-Leaching Galley 1 57.0' 25.5' 4-Leeching Galley 2 29.5' 25.5' Galle / \ °-Leachngg Geley 4 60.5' 32.5' CP TEST NOLEGE L06 \ \ o BY McDONALD OSCIENCE LONG ISLAND SOUND 00 DATE:10.16,2018 \ V120-. 33 Flying Point Road.Suite 124 ELEV=1E.3' 0.0• Southampton NY 11968 Dark Brown Loam \ m (OL) 1.01 631.702.3435 info®eecoords.com \ \ Brown Clay OF EN CONC, SEAWALL ` \ _ EAwALL caac�ALL-- HIGH WATER ALONG i WOOD BOLKHFPO - - —_�--�-- _--•(�- -� _ _ _ g ____ _ ________ _(_ _ h,`O R P 13'GW EL 1 BOTTOM OF BANK 2.01__ - i �e OF BM,k 1 - �T 15 \ 06,1610FE55ge1�':49 AM 4 16 ____-________ 1B \- I i= ________________ __ __ - Waterin Various Cobrs ZONE VE 16 8 20 21 — _—— 11O1 OF BANK Clay a Sandy Clay \ ICH a CH ZONE X 1 O � SCALE:PER PLAN t� 11 (� ALEROStoN NABD LINE E�'e° p JOB NUMBER: 22-030 e coAST 4a o Water n Brown 1 06.16.24 Revised per N.O.I. 1°Ak 30.0 i- Fne Sand MAR 1 0 2025 ,� �A. � °E � \ -7, SP' - PORCH \•i _ 2 STORY a.21.0 5-BDRM DWELLING EL19,0 \ 53.0' -� 1A 6 w/BASEMENT FFE.21.6 A Building Departmllnt 10 rwsf�uvw-c>ur HYDRO-ACTION = ANFi000WTS GARAGE �A, tq EL.19.0 Town of Soutltoli �eA' a OFE.19.6 L190 - EL 18.0 1 ELECTRICAL SERVICE, NO, DATE DESCRIPTION C CONTROL LINES 8 AIR BLOWER EL21.0 \TO OATS CONTROL PANEL DRAWN BY:AMH `" 1 1°A• 1 - e / DESIGNED BY:AMH \ ° EL19,6 ® • DISTRIBUTION Box o REVIEWED BY:TFE `f � � �,,A GRAVELI— r m i d • / DATE:MAY 28,2024 1x°VEwAY` 5 j� SCTMM•1000-135-1-7 r 11LBfi �(� SCDHS REFW.R/0-ti-0Z1 O ELECTRIC METER° Qo�+ UNDERGROUND SERVICE LINE 'S I --- --- 1 17 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �UNDERGFOUNDGASV� SEPTIC APPROVAL OF CONSTRUCTED WORKS FOR � E & ASINGLE FAMILY RESIDENCE WATERMELIN N METER°BERVIC18NE v �p►\Al0 SITE PLAN &SERVICE LINE , OVVTS Site Plan 19 V NNW OWTS Date- .— H.S. Ref No.__.. --.._._-.R-18•ooee.._ — — SCBe:1"=40n 5001G\NNEkoP RECORD The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found DOCUMENT to be satisfactory FORA MAXIMUM OF 6 BEDROOMS. CRAIG KNEPPER, PE., CHIEF Office of Wastewater Management C-1 I SITE INFORMATION. �, •/'� ` POLYETHELENE COVER @ GRADE,TYR OVERALL LOT AREA-44,014.1 sq.ft. (1.010 ACRES) 24" LOCKIN O, ALLOWABLE INFILTRATION RATE- DISPOSAL SYSTEM FOR FIVE �� ' ITEM DESCRIPTION for AN600 OWTS TO SIX BEDROOM RESIDENTIAL PROJECT- FOR LEACHING �� TANK AN600 245 NITROGEN REDUCTION POOLS per TABLE 5. •� A ITANK,AN600 245 PRETREATMENT 04.3 5.8, B SING STANDARD 2 TANK CONNECTING KIT FEMA Zone X&VE16 per FEMA Map FM36103C0158H -Map � G)11 �� ` C ASSEMBLY RE-CIRCULATION 245 COMPLETE AN600 \ revision date September 25, 2009 O D AN600 W/PLATFORM COMPLETE 2.7 • 02.1' PROPOSED DWELLING w/5 BEDROOMS (550 GPD) ./ E EC50-30-L-120-PLC F 24" POLYLOK 3008 WEST HD COVERS&SAFETY SCREENS 3008-SS ° _ 21695� FROM � SOUND PROPOSED SEPTIC SYSTEM FOR 6 BEDROOMS G ANTI-FLOTATION RING FIBERGLASS DWELLING - TO DRAINFIELD (1)HYDRO-ACTION AN600(OWTS-WO GPD) �' (8)8.5' LONG x 4.75' WIDE x 2.0' EFFECTIVE DEPTH ��.� � 1 HdTo-Action AN600 Series OWTS Details ' LEACHING GALLEYS (LG)(H-20 TRAFFIC RATED) Scale: NTS VIEW--A--V-EN,UE (4) EXPANSION GALLEYS (EG) (H-20 TRAFFIC: RATED) _0 CONTROL PANEL&AIR PUMP •\\ • ,.. LOCATED 930.0'WEST OF NORTH ROAD,ON THE NORTH SIDE �� IN POLYETHYLENE ENCLOSURE 06.3' . Ur»C 1 •1 � ) OF SOUND VIEW AVENUE. VILLAGE OF SOUTHOLD N 04.8' 12.0' TOWN OF SOUTHOLD PLC CONTROL PANEL SUFFOLK COUNTY ` O'' w PLONG ISLAND SOUND /H 120 COMPRESSOR JUNCTION BOXSOUTH LD VERTICAL DATUM - NAVD 1988 \ ELEC. &CONTROLS OWTS TOP PLAN VIEW BOUNDARY&TOPOGRAPHIC DATA BY METES& BOUNDS SURVEYING DATED JANUARY 23 2019. TO CONTROL BOX O E • AIR HOSE&ELECTRICAL � (see NOTE 11) TOWN O F TO REMOTE ALL LOTS WITHIN 150.0' OF THE SUBJECT PROPERTY 0 ` SUPPLY TO TREATMENT UNIT E AIR PUMP ELEC. LINES& SOUTHOLD ARE SERVED BY PUBLIC WATER. �O _PRECUT RIBBED RISER PEDESTAL C NTROL PANEL CONTROLS TO LEGEND: SET 2"ABOVE GRADE R MOTE LOCATED CONTROL BOX Hdro-Action Control Panel Detail F ( I e DETAIL?) C BW- BOTTOM OF WALL �� CONC. C.SEA ` 2 designed b CO-CLEANOUT • CONC. WALL - _ - Scale: NTS SEAWALL :: :. ::::.:.;. g ed y: 11 a.a. WATER ALONG WOOD BULKHEAD - - #!( ! .:(� ' .: =.x ;: : :. ::; h.:::: ., ..•.=z? HIGH W Cl CAST IRON O _. ORE DRILL AN •.I:r.: 3 K& ,,:..:... `:•,•.,: �%�>I'y=°I3::.::., �' 7r °tjc? <6:iM'r•;;..:.:Z�, z:,�•: ;.1;::¢ 1 COP INV CROSS OVER PIPE INVERT BOTTOM OF BANK - _ _ _ 14 #_'::: ;:!_,. -1:.: :,r .! (;: • :; z�::.;=r t - , EXIST.STONE - -- _ - F N/O/F INSTALL WATERTIGHT =,a:: :: ,1:; : ;".... :,::>;. I: x {•: M DW DRYWELL 11 ^ _ -_ "^- - - - - - - - - _ - - - - - ALLS&STEPS`_ �, _ : - �.- 1 SEALED FLEXIBLE JOINT _ _ _ DP-DISTRIBUTION POOL _ _ _ _ _ - - - _ _ _ - - - - - s ESTATE OF o •.. - -TO REMAIN �, ..• _ _ _ _ o APPROVED BY THE FROM DWELLING a EL- ELEVATION - _ --_ _ - - - - - - -r - - - - - - c_n - �,, pF BAtyt� o - TO DRAINFIELD I 1 13 _ -- - __ - - - -- - _.. _- -- - - �� - _"� �. - -.,• -101= ANDREW Z. LEVIN MANUFACTURER,TYP. EG - EXPANSION GALLEY 2 �, - ,,_ - T3 �IIS,j IGtiT=-+,1.-- .... _ - - - - - _ - _ _ o 0 EP- EXPANSION POOL 15 B ' 14 - - - - - - _ - - - - _ - - 1 m ET-EXPANSION TRENCH 16 77 - - - - _-- - - 0 (P Qv � � - 19 - - - D-- 0 I a EXIST-EXISTING - - - - - - - -- - - FFE- FINISHED FLOOR ELEVATION 18 21 ...= _ EXISTING FRAME p 7.1'to C.E.H.L.(PATIO ON GRADE) y HIGH WATER ' GFE-GROUND FLOOR ELEVATION ZONE VE 16 20 1 ZTOP OF BANK TO REMOVED o EX A/C UNITS EXIST.SEPTIC \ SHED TO BE REMOVED O 12,2'to C.E.H.L.(POOL) R► o A i ALARM FLOAT 1 SYSTEM TO BE Irkm Lri RECIRC.TIMER L11 Nc� GSF-GEOTEXTILE SAND FILTER ► N �' _,...,REMOVED AS PER w HEGE-HIGHEST EXPECTED GROUNDWATER ELEVATION j o_ �� ENABLED FLOAT ; .< ZONE X w SCDHS-WWM o D INV- INVERT LF- LINEAL FEET ` \ N !'J�� ®\\E1E f SPECIFICATIONS 0 �°� G S vi to C.E,H. 9 LG - LEACHING GALLEY \ Ui ct��°<L VIRO / 9,2'to C.E.H.L. - �L1 LP- LEACHING POOL \ -! �0.t)' C® ' to PROP.UNCOVERED \ EL�20.5 ppo� PO Box 1913 MAX- MAXIMUM \ �2 - MIN -MINIMUM PATIO ON GRADE 0 \ \ ,-' X , 0' •O g p n NY 11932 EXIST. 2 STORY o ��. 4.98' S.50' Brid eham to OWTS -ONSITE WASTEWATER TREATMENT SYSTEM FRAME HOUSE o �9 5 •� N POOL y \rn 631.591,1488 POC_ POINT OF CONNECTION \\ TO BE REMOVED as doWwe�� �, Q EQUIP. O' ELECTRICAL SERVICE, )' 3"THICK BED OF COMPACTED info@eecoordinates.com TYP TYPICAL I d, ��r< TW-TOP OF WALL \ - rn 'Z"`' PROP. .;r i- CONTROL LINES&AIR BLOWER SAND. MAXIMUM TOLERANCE �' Z5 PROPOSED PROPOSE 16.( x 30.0' i r IDW SP} TO OWTS CONTROL PANEL OWTS SECTION VIEW OF+/-1I4" IN ANY DIRECTION -V-VOLUME ( Dw � o' r ' ::.; EL19.5 AB• COVERED PATIO ON SWIMMING , I \1 (see Detail 2) x,` ' ' CONNECT TO r PORCH GRADE POOL ' r '` V ECTG.GARAGE �� \ ( EXIST.WELL pG PC PROP. 2 STORY r TO BE REMOVED BUILDING SEWER OF E TEST HOLE LOG �5 ; O� N EL.21.0 ; TO BE REMOVED R BY McDONALD GEOSCIENCE ,O 6 5-BDRM DWELLING ' ► ,rrf Q' iq EL19.0 �'Qp, ` PVC D3034 ;r Ic•!' ''.'� i PROPOSED LEACHING DATE: 10.16.2018 �� NEw w/BASEMENT MiN '.:;' GALLEY co CELLAR FFE=21.5 __ --_ -- r t SDR 35 ELEV= 16. ' I�,O' N/O/F �� STAIR 16�� ct -- :-:- z ; \ HYDRO-ACTION 24" MIN. �" � u � -�... - - - -, _, - - FLUSH CLEAN-OUT µ.::;;::; :;:::;:,w, I NATIVE BACKFILL f Dark Brown Loam GEORGE VASILAW ..._ - -- �,�' o, a ' (see DETAIL 7) AN600 OWTS x4.. __ EL.19.0 r s; : : :i �� EL19.5 PROP. o �$ o r \ (see DETAIL 1) ;.I +, :::: .: COVER:1.0'MIN. (OL) 1.0 2 ry W t ;.1:t; :_;' 'a?S'sz 3.0'MIN '` MIN :, 2.0'MAX. Zii' C9 EX. PORCH TO GARAGE \ TO OWTS ,t;:i; ^�<:a. :' 3.0 <;:v s . 0927�6 N EL.19.0 EL18.0 =¢r: PVC WYE W/ r.; ' lx;::. O0 DO =a;; O ... .BE REMOVED GFE- 19.5 0_ ' =� - \ rs< , o0o C o00 '0�4 F NP _ THREADED CAP a> x:::;f. r'4:... o esslo f.:.. :. 20.73 w\ ::..:>~•. a r O sAl .+ CI r g 0 A X16.§f "3 i=: H..; Brown ay 1 , 1 .�� N z r - Cl TO PVC ::: . CAST IRON PIPE _ e =`;'z +::_:. '` = 1 ,: >; 1 BROWN CLAY CH Q, Fo 1 a c� resr DISTRIBUTION BOX '::r' ' ' .� ., ..; >,[< - - - - - - - - - - - <..,,, :. (CH) Qo I: :i< WAT1 R VARIQUS COLOR LA /- rc y '� Detail 4 HOUSE ADAP I OR t` r a. 1 I ..-� (gee ) : : `.sw.:.:::,; . 6 EL19 + - .-.: w>;• SANDY LAY( F?CL) •5 1 r MAN - 15 1?ti:: :' :,F'::. :z 4 0 r / 16.50 FE. :, : :•a, .. is uu, t .:i PROP.ASPHALT r _ O - �' z. ERTIFI a L - - - - - - - - - 4.5 (GWEL12.0 - r - _ ;.. _ s:: : >':: - - - - - - - - - . L ^I EXTG.CAST IN Z ,. C EAN DRIVEWAY , r -., r' :�'�� PLACE �. �� _ ;���<::;:s,:>; o _ , Nc� - SCALE: PER PLAN A L. E CONCRETE FOOTING t._r "`i-` / I 1 r" t (�F II:.•r i!:i. ;o- ::= €. *z>.`' r�:s:i•3`",ix: 'tiy% `"� t"�, 1 I I V � _. oa0�t.i is=• - p:<>:c �':1 !�-• 1 I W!^i •:;:: ^%i:.Ct•' :r .;i:I - O rc '::ii7ely ., :� - r I KSYSTEM ; s,l ';..^`' lal I~�II JOB NUMBER: 19 032 (see DETAIL 6) #-- r GRANT,,,,,• ,:::�.: ;; ,:':� r_:.. a NY CERTIFICATE #: HAS APPLIED 1 i i 18.65 1L FENCE pCaE OF- _ / x I sPuc•�]��Mo�Eo - - 16 Clean-out Section Detail Q House I /R-- DCIST. ELECTRIC METER & r 1 �0 6E 3 16.24 Scale: NTS .; x>. .. .. �.. •.A. UNDERGROUND SERVICE Water in Various Colors ' / -- I < ik='-$y 3 3 fir: ,r - LINE TO BE RELOCATED 1 .2 t� L: "'"`'` ' Clay&Sand Clay 1 r ME _ _ - Y Y 1 S E.< . 7c�d:•��-s`: :fir r:r - •r[.. POLYLOK 20'� E L z a ?; „ .s): ^ .�•Y r-;1 �, �r' j►N DISTRIBUTION BOX / r HYDRO-ACTION '�'� ' � ` ''"� . 17.2 `< _; 3'IAr(:S'_"!:.: . ': " '.kit ; :,,,,: :: -� MAIN ELECTRICAL PANEL '�'' 1 TREATMENT UNITINU ,k...,.. _ a 17.51 MlowEsr U DISTURBED DISCONNECT T- EXIST. UNDERGROUND PosS N 1, '' s IL FROM OWTS O _ AS ;B 1 -_ TO LEACHING FIELD PROP,WATER METER GAS METER &SERVICE X 18.96 LINE TOREMAIN 17.30 N - - - &SERVICE LINE \ E CB 2 - - RECIRCULATION PUMP A PROVIDE SPEED 1� MAIN BREAKER :::;: 1010 CUTTING RING*- .^ : ;': c 1 LEVELER ON (see NOTE 13) 18 N , �3.0 O CB 3 - -- - MIXER PUMP ASREQ'D ;'`" EACH OUTLET I 19 00 N __AIR ��FI`'�'�`:;_ 1• ..... _`!tz.=,::;:zi a:: Ya::>?'i:i E`:'ya'� i:�{i>.c - 7 CV') 12'THICK UNDERDRAIN 19.54 `(�'P� CB 4 PUNIP`.l ..... .... AIR HOSE TO DIFFUSER :.�,.,:;,:,�;,,i..4_,• FILTER MATERIAL TYPE 1 S1 >�� v° x '- :.� if-��..n:.'4\'.. N1 Water in Brown N N - - t ~a N CB 5 1 RECIR TIMER ENABLED �;:.��<:z:x= ;; ^„ Pol lok Distribution Box Detail .4:.{ ,::: • n PAN _ _ I I TO CONTROL _ EST.DEPTH 43.0'k::al:r:: : NO. DATE DESCRIPTION Fine Sand 4 Y .C�� \V, CBA I-- L1 PANE 2 -- - - - - - - - - - WATER IN RIOUS COL SAN Y'CLAY SP Scale: NTS P ` `-- - WATER IN VA CLAW D L Sca e S 5 4 t:l W BROWN FINE D ( ) Val '` HIGH WATER ALARM 'i:g= yirz ,3 i :?i€ :y t �:� : ,;_.• - .. �� ;a;>- `� U DRAWN BY: AMH \ - t-:.':._: <:;ri; _ >: '€p.-p't :z - EXCAVATE 6"MIN. CIRCUIT BREAKER SPECIFICATIONS: x :;.? ,•v ;.�s:>,.• �_s Lu INTO ACCEPTABLE ; Et rn +.. DESIGNED BY: AMH 153.0' CBA-30 AMP _ ----•--FIELD WIRING II MATERIAL 2 i t- u1 OWTS Site Plan CB 1-NOT USED GROUND Wick S sterh Detail see Test Hole Data) a ---- MANUFACTURER WIRING 6 �., REVIEWED BY: TFE- DWR/KMS/JXH Scale: 1" = 20 ft CB 2-20 AMP Scale: NTS I CB 4-10 AMP PNEUMATIC HOSE (FIELD INSTALL) -'+ DATE: DECEMBER 10, 2019 GENERAL NOTES: CB 3-20 AMP � �'. 333... 1. HYDRO-ACTION AN600 OWTS. I a " �_ CB5-10 ----- F- - E� 2, THE SEPTIC DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. - (D-Mcale. - Dia rant Detail _ . .• V SCTM#: 1000-135-1-7 THE CONTRACTOR SHALL PROVIDE PH 01�OS OF THE AS-BUILT INSTALLATION PRIOR TO BACKFILL WITH ALL NTS Lu COMPONENTS LOCATED AND DOCUMENTED. ( 6c.I N G? _ oa SCDHS REF#: R10-19-0021 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF ) R�'ll (� HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. 40.0' 4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT O Ri U HEALTH. 35.0' I �' ED FINISH GRADE HYDRO-ACTION AN600 OWTS cWn O O 5. THE SEPTIC DESIGNER OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. DISTRIBUTION BOX O E� a HDPE VALVE BOX RIM EL= 19.0� RIM EL= 19.0 O ; 3 SEPTIC 6. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE RISER&COVER 30.0 INV IN= 16.33 "0 O `s O INV OUT= 16.25' INV IN= 16.10' '' 4 ca' .� ► r� O I PROPERTY OWNER SHALL BE PROVIDED TO SCDH.THE MAINTENANCE CONTRACT SHALL INCLUDE THE END PLUG BOT EL= 11.0' INV OUT= 15.93' 1 0 SITE PLAN MAINTENANCE OF THE I/A OWTS. FLUSH BOT EL=15.7' LEACHING GALLEYS i � 0 p 4 w o f. 25.0 CLEAN-OUT FG EL= 18.0' 0 U :''"" �. t�. 7. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. FFE=2 . ' (see DETAIL 7) INV IN= 15.81' c=» F3 114 � 0 w � 8. NO HOUSE TRAP SHALL BE INSTALLED UPSTREAM OF THE I/A OWTS IN ACCORDANCE W/SUFFOLK COUNTY 20.0' COVER:1.0'MIN. COP= 14.97' O 2,0'MAX. BOT EL= 14.1' OWTS DEPARTMENT OF HEALTH RECOMMENDATIONS. THE OWTS SHALL VENT THROUGH THE HOUSE SEWER PIPE, - - "t R` = "C �o NO ADDITIONAL VENTING IS REQ'D. CLEAN-OUT 11Z �� INV= 16.95' 15.0' �� w HOD (see DETAIL HEGEWATER12.0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ y � a e J � UPGRADE SIP 9. OWTS SHALL BE TESTED FOR WATER TIGHTNESS BEFORE INSTALLATION OF FIBERGLASS UNIT USING A MET _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �/\ APPROVED BY THE MANUFACTURER. PVC SEWER PIPE, TYP PVC PIPE D3034 10.0' per TEST 1-101_E - - 30.OLF 4" PVC PIPE - - 13.8LF 4" PVC PIPE 12.OLF 4" PVC PIPE - - - - a o - - - O v' f" -N,1 G O , SDR 35 •<< _J ry 10.ALL EXTERNAL ELECTRICAL&CONTROL. LINES IN 3/4"SCH40 PVC PIPE. ALL AIR HOSES IN 1/2" SCH40 PVC PIPE. PVC 30° BEND D3034 SDR 35 D3034 SDR 35 @ D3034 SDR 35 @ ^-� k �'' 'p DIRECT BURIED ELECTRICAL CABLE IS NOT ALLOWED. 5 0 (20.0'CI+10.0'PVC PIPE) S=0.0104 MIN. S=0.0104 MIN. r3 I',,, .� CI PIPE @S=0.0208 MIN. ? a. F J. ` r 11. 91X 9"X 7" DIRECT BURIAL JUNCTION BOX FOCUS DBS-97-JB. FROM _ DWELLING TO 01 12. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO , COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY SEPTIC DESIGNER OF ANY DISCREPANCIES I CI-PVC HOUSE 0.0 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100,0' 110.0 120.0 130.0 _ THE INVERT ELEVATIONS. ADAPTOR PVC 60°WYE C 1 Flush Clean-out Section Detail 0_S�e tic �_- te Section 0S,C.D.H.S. Stamp 13. MAINTAIN 4.5' OF COVER MINIMUM OVER THE PROPOSED WATER SERVICE. 7 Scale: NTS Scale: 1 10 ft Scale: ACtual Size 1 -APPROVED AS NOTED PL UMBERCER TIFICA TION ON LEAD CONTENT BEFORE DATE: B.P.# osJ CERTIFICATE OF'bCCUPANC; FEE: S' 'v: SOLDER USED.IN WATER NOTIFY BUILDING CEP,ARTMENT AT SUPPLY SYSTEMCANNr' 765-1802 8 AM TO 4 PM FOR THE EXCEED 2110 OF ' FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING - 3. INSULATION + 'N: , 4. FINAL - CONSTRU--''JN MUST "ALL PLUMBING WASTE BE COMPLETE O 4 WATER LINES NEED ALL CONSTRUCT!-A SHALL MEET THE 7 TING BEFORE COVERING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODESLECI'RICAI_ AS REQUIRE ND CONDITIONS OF ,NSpECTION REQUIRED SOUTHOLD TOWN ZBA InT WM P1 ANNIM,ROADn f,;;•b; :` ` _° SOU HOLD TOWN TRUSTEES _._ N.Y.S.DEC 'DO NOT PROCEED•WITH ..,,FRAMING UNTIL SURVEY 0 FOUNDATION LOCATION HAS BEEN APPROVED. OCCUPANCY OR Must provide Manuals USE IS UNLAWFUL D, J and S as per WITHOUT CERTIFICaT;• NYs Energy Code OF OCCUPANCY Blower door and ductwork All exterior lighting testing required. RETAIN STORM WATER RUNOFF installed,replaced or PURSUANT TO CHAPTER 236 repaired shall conform OF THE.TOVVN CODE. to Chapter 172 of the Town Code Generated by REScheck-Web Software Compliance Certificate Project Proposed Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,178 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 21695 Sound Ave Rachel Murphy Michael Macrina Southold, NY 11971 Michael Macrina Architect, pc 21 Main Street Stony Brook, NY 11790 631 686-6585 compliance: Passes using UA trade-off Compliance: 14.3%Better Than Code Maximum UA: 566 Your UA: 485 Maximum SHGC: 0.40 Your SHGC: 0.27 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. Envelope Assemblies Gross Cavity Cont. Perimeter 4?_ Ceiling: Flat Ceiling or Scissor Truss 2,060 42.0 0.0 0.028 58 Wall:Wood Frame, 16" D.C. 3,713 27.0 0.0 0.051 151 Door 1: Solid Door(under 50%glazing) 25 0.300 8 Door: Glass Door(over 50%glazing) 217 0.290 63 SHGC: 0.27 Window: Wood Frame 516 0.290 150 SHGC: 0.27 Floor:All-Wood joist/Truss ,9 36.0 0.0 0.028 55 .a Compliance Statement. The proposed building design described here is consisten with th building plans, specifications, and other calculations submitted with the permit application.The proposed building has be n desig ed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirem nts list the REScheck Inspection Checklist. Name-Title Signature ,4 Date '9 7 V Project Title: Proposed Residence Report date: 02/23/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Feld Verified #_ Pre Inspection/�Ian Review Comphes� Comments/Assumptions ID Value Vafue 103.1, ;Construction drawings and []Complies 103.2 documentation demonstrate ( �i, ;_ x ❑Does Not [PR1]1 energy code compliance for the i h4 ,building envelope.Thermal i ❑Not Observable envelope represented on [ r; ❑Not Applicable j construction documents. ' 103.1, ;Construction drawings and i w �t ' ❑Complies 103.2, :documentation demonstrate ' y ' ❑Does Not 403.7 :energy code compliance for ti [PR3]1 ;lighting and mechanical systems [ ❑Not Observable Systems serving multiple I n ❑Not Applicable j ;dwelling units must demonstrate ;compliance with the IECC '�� ,Commercial Provisions. 302 1 j Heating and cooling equipment is; Heating: Heating: ;❑Complies 403 7 sized per ACCA Manual S based Btu/hr Btu/hr '❑Does Not [PR2] on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Manual] or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2' Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: Proposed Residence Report date: 02/23/21 Data filename: Page 2 of 9 Section Foundation Inspection Complies Comments/Assumptions 303 2 IA protective covering is installed to ;❑Complies [F011]z .;3 protect exposed exterior insulation :❑Does Not z and extends a minimum of 6 in. below ❑ grade. ; Not Observable T❑Not Applicable 403 9, J Snow-and ice-melting system controls;❑Complies [FO12]2 n installed. ❑Does Not ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2Y Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Proposed Residence Report date, 02/23/21 Data filename: Page 3 of 9 Section � Plans*Ver�f�ed ::Field Veritff�ed � ' y� P; ,�! # Framing J Rough In Inspection � ;Value Value CompUes7� r Comments/Assam Bons 402.1.1, DooriU-factor. U- U- ❑Complies' ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR111 o ` ;❑Not Observable '!❑Not Applicable ' 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, +average). ❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 i❑Not Applicable , 303.1.3 !U-factors of fenestration products!, xv R y ❑Complies ' [FR4] x � 1 are determined in accordance b bs ❑Does Not :with the NFRC test procedure or taken from the default table. ❑Not Observable fmY .,,.j ;k ..` ,• ❑Not Applicable 402.4 1.1 ;Air barrier and thermal barrier £ ., ram ` * r #❑Complies [FR23]1 I installed per manufacturer's z x ❑Does Not instructions. zsr ate' ski 6 ex r< � _ ❑Not Observable " t ❑Not Applicable 402.4.3 ;Fenestration that is not site built i ', `} K Complies [FR20]1 I is listed and labeled as meeting € k ❑Does Not fir AAMA/WDMA/CSA 101/I.S.2/A440 Fyj❑Not Observable for has infiltration rates per NFRC b, ❑Not Applicable 400 that do not exceed code E , PP I • . 4`v - i IIIfT11t5. � +�� � �� �'��_� y 3 t 402 4 5 IC-rated recessed lighting fixtures g�F �s ❑Complies [FR16]2 "sealed at housing/interior finish x ❑Does Not ?Di- and labeled to indicate <_2.0 cfm leakage at 75 Pa. t zzfi 7 ❑Not Observable ! ' 'ka❑Not Applicable 403.3.1 ;Supply and return ducts in attics ;, a❑Complies [FR12]1 "insulated >= R-8 where duct is I s ❑Does Not , >= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and€xf }❑Not Observable A ;return ducts in other portions of ����x� ,��� �� � � �3❑Not Applicable i ;the building insulated >= R-6 for y diameter>= 3 inches and R-4.2 F fr r M ;for< 3 inches in diameter. , 403.3.2 :'Ducts, air handlers and filter s q j _ 'a❑Complies [FR13]1 :boxes are sealed withxx ❑Does Not E 'joints/seams compliant with * ] 'International Mechanical Code or x s 4 m 4 ry❑Not Observable ;International Residential Code, ast � } ❑Not Applicable ;applicable. x 403 3 5 Building cavities are not used as �,❑Complies [FR15]a }, ducts or plenums. Y'� f s � y k: r a❑Does Not ❑Not Observable s r x _��.*�:: �" .g�"I � `�,..:n _�,�:. � ��' K>� .;_��� _� ._,n.l,�,❑Not Applicable ; 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Residence Report date, 02/23/21 Data filename: Page 4 of 9 Section = Y r Plans Vemfied F�eltl Yenf�ed Com hes' "Comrtnents/Assum -fions i. #_ Framing/Rough In Inspection Value Value p p 403 37 a Ducts declared to be within the ' €* s❑Complies ; [FR28] conditioned space are either 1) ti ❑Does Not completely within the continuous W air barrier and within the building 3 ❑Not Observable ; �W thermal envelope,2) buried t s f z ❑Not Applicable j, M within ceilinginsulation in i I accordance with Section € R403.3.6 and the air handler is located completely within the i 3 continuous air barrier and within } v I the building thermal envelope 3, and the duct leakage is<= 1.5 e CTM/100 square feet of 3 #conditioned floor area served by } Y the duct system, or 3)the ceiling insulation R-value installed ,j against and above the insulated d T duct>=to the proposed ceiling h x insulation R-value, less the R- <.. a value of the insulation on the 403 ' � HVAC piping conveying fluids ( R- R- ;❑Complies ; above 105 °F or chilled fluids :❑Does Not below 55 OF are insulated to >_R- ,❑Not Observable 3. ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC k "" ( < ❑Complies ` � `&5)❑Does Not [FR2411 ;Piping. ¢ t � � z y ill F ❑Not Observable ( EINot Applicable 403 5.3 'Hot water pipes are insulated to R- R- ❑Complies [FR18jx zR-3. :❑Does Not Vil, ❑Not Observable ❑Not Applicable 403 6- Automatic or gravity dampers area a❑Complies (FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ' ❑Not Applicable licable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2-' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Residence Report date; 02/23/21 Data filename: Page 5 of 9 Section�'I'i- Plans r Insu alue Value atilbi, 0­1f, es?-, Comments/Assumptions q ID - PA— , -Ke All installed insulation is labeled t rU or the installed R-values ti E]Does Not provided. nNot Observable E]Not Applicable 402.1.1, Floor insulation R-value. R- R- ;,E]Complies :See the Envelope Assemblies 402.2.6 ❑ Wood E] Wood :[]Does Not :table for values. [IN1]1 E] Steel E] Steel E]Not Observable :E]Not Applicable 303.2, j Floor insulation installed per Elcomplies 402.2.8 "manufacturer's instructions and [:]Does Not [IN2]1 i in substantial contact with the underside of the subfloor, or floor E]Not Observable - 'framing cavity insulation is in ,E]Not Applicable !contact with the top side of ;sheathing,or continuous insulation is installed on the underside of floor framing and ,extends from the bottom to the top of all perimeter floor framing members. 402.1.1, -value. If this is a R- Mall insulation R R- :E]Complies ;See the Envelope Assemblies 402.2.5, i mass wall with at least 1/2 of the E] Wood ❑ Wood PDoes Not :table for values. 402.2.6 wall insulation on the wall 0 Mass E] Mass :E]Not Observable [IN3]1 exterior,the exterior insulation E] Steel E] Steel E]Not Applicable requirement applies (FR10). Q) 303.2 ,Wall insulation is installed per Complies El[IN411 !manufacturer's instructions. Does Not E]Not Observable E]Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Proposed Residence Report date: 02/23/21 Data filename: Page 6 of 9 ` ' ' ' - 1 High Impact(Tier 1) ProectTitle: Proposed Residence Report date: 02/23/31 i Section y Pians Ver�fietl Reid Verified; r # E na inspection Provisions Complies Comments/Assumptions _: Value3. slue ,z= 403 61 ` All mechanical ventilation system I 4 ;❑Complies„ [FI25]? fans not part of tested and listed E 5 ❑Does Not HVAC equipment meet efficacy f and air flow limits per Table i a❑Not Observable ` M,_ R403.6.1. `x ❑Not Applicable 403 2 . Hot water boilers supplying heat i a fi hr ❑Complies ~[through one-or two-pipe heating 1 ' F r,t yr"r ` ❑ systems have outdoor setback s Does Not y control to lower boiler waterSft ❑Not Observable ; temperature based on outdoor ❑Not Applicable Jtemperature. E 403 5:1 1 Heated water circulation systems f ❑Complies [Fi28]2. have a circulation pump.The ` x )❑Does Not system return pipe is a dedicated ` return pipe or a cold water supply I t []Not Observable pipe. Gravity and thermos- ❑Not Applicable ,','.")syphon circulation systems are a not present. Controls for r 5� R` lr rf circulating hot water system pumps start the pump with signal x for hot water demand within the , occupancy. Controls ' , J automatically turn off the pump ;when water is in circulation loop is at set-point temperature and y p no demand for hot water exists. [� 403 51.2 Y Electric heat traces stems ❑Com lies , p [FI29] comply with IEEE 515.1 or UL s T x n❑Does Not 515. Controls automatically005" h adjust the energyinput to the ❑Not Observable f heat tracing to maintain the ,` ;t h ❑Not Applicable desired water temperature in the i r }} `> piping• 403 5 2 -Demand recirculation water k i;F z ❑Complies [FI30]? systems have controls that Y5 ❑Does Not manage operation of the pump + and limit the temperature of the F d ha t' w ❑Not Observable ,water entering the cold water ❑Not Applicable k ,?piping to<= 1049F. 403 5:4 JDrain water heat recovery units y ❑Complies [FI31]? atested in accordance with CSAr>s ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; x"recovery units< 3 psi for k hf ,, ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water $ 4` heat recovery units<2 psi for i z, individual units connected to three or more showers. 404.1 ;90%or more of permanent m a ❑Complies [FI6]1 ;fixtures have high efficacy lamps r A r r❑Does Not ❑Not Observable ❑Not Applicable 404 L'lr "§Fuel gas lighting systems have f ❑Complies [FI231't � no continuous pilot light k'❑Does Not A, � ��`i� ': � '� � � � ,'� :r�❑Not Observable ; ❑Not Applicable 401 3 Compliance certificate posted. j N ❑Complies ❑Does Not ❑Not Observable ; ' +❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Residence Report date: 02/23/21 Data filename: Page 8 of 9 i V TIA V 4,161d Verified Final Inspection i'VVIs on Complies omffient.s/Mstifto "",51 �' At ID Value_: Value 3033•,,z.`-`q.,,,5 Manufacturer manuals for El C o rn p I i e s mechanical and water heating Does Not systems have been provided. []Not Observable ONot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium impact(Tier 2) ,3'j Low Impact ffle:r3) Project Title: Proposed Residence Report date: 02/23/21 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 36.00 Ceiling / Roof 42.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.29 0.27 Door 0.29 0.27 Cooling:Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments r V ABBREVIATIONS AND LEGEND SHEET INDEX ACQ ALKALINE COPPER QUATERNARY EXT EXTERIOR MAX MAXIMUM SAB SOUND ATTENUATION BLANKET Sheet No. Description ' ACT ACOUSTICAL TILE EF EXHAUST FAN MIN MINIMUM SEC SECTION j� F ` JF AL ALUMINUM EW EGRESS WINDOW MO MASONRY OPENING S.F. SQUARE FEET Cj-1 Cover Sheet ALT ALTERNATE FAI FRESH AIR INTAKE MRB MARBLE SIM SIMILAR AFF ABOVE FINISHED FLOOR FC. FIRE CODE M.S. MARBLE SADDLE SPR SPRINKLER (HEAD) FLOOR DRAIN MTL METAL SQ SQUARE ASF ABOVE SUBFLOOR FD Project Data A.S. ALUMINUM SADDLE FIN FINISH(ED) MFR. MANUFACTURER SS STAINLESS STEEL A.P.B. ANTHONY POWER BEAM FLR FLOOR(ING) N/A NOT APPLICABLE STC SOUND TRANSMISSION CONTROL G-1 General Notes B.C. BRICK COURSE(S) FPSC FIRE PROOF SELF-CLOSING NIC NOT IN CONTRACT STD STANDARD BD BOARD FT FOOT(FEET) NOM NOMINAL STL STEEL General Specifications p - BOT BOTTOM F.J. FLOOR JOIST NR NOT REQUIRED SD SMOKE DETECTOR .,. � F BLDG BUILDING FTG. FOOTING NTS NOT TO SCALE T.C. TOP OF CURB '' ��� ■ �/ ■ Gil `Jj r n pia i4R'•yf w 1,+ Y t CBB CEMENT BACKER BOARD GA GAGE, GAUGE OC ON CENTER(S) TEL TELEPHONE G-2 EnergyNotes rr CL CLOSET GALV GALVANIZED OCC. OCCUPANT(S) THK THICK(NESS) Code CLG CEILING GFI GROUND FAULT INTERRUPT OH OVERHANG T.O.S. TOP OF SLAB Insulation Schedule A rc h it e ct CLR CLEAR(ANCE) GL GLASS PART. PARTITION TP. TOILET PAPER COL COLUMN GWB GYPSUM WALL BOARD P.C. POURED CONCRETE TPF TEXTURED PAINT FINISH Air Barrier Schedule 21 Main Street Stony Brook NY 11790 CONC CONCRETE GYP. BD. GYPSUM BOARD P.L. PROPERTY LINE T.S.P. TEXTURED SPRAY PAINT CONT CONTINUOUS 'GP' GEORGIA-PACIFIC P.T. PRESSURE TREATED TX TOILET EXHAUST - CMU CONCRETE MASONRY UNIT HC HOLLOW CORE PT-EGS PAINT, EGGSHELL SHEEN TXF TOILET EXHAUST FAN G-3 Schedules phone. 631 686-6585 CT CERAMIC TILE HDW HARDWARE PT-FL PAINT, FLAT SHEEN TV TELEVISION � W-- • • • . • � - �• � K fax 631 686 6786 CS CORRIDOR SUPPLY HM HOLLOW METAL PT SG PAINT,SEMI-GLOSS SHEEN TYP TYPICAL g - C.J. CEILING JOIST HOR HORIZONTAL PKT POCKET TEMP TEMPERED "°" '� email. MMacrina�a o tonline.net Plumbing Riser Diagram ` �$ w web. MMArchitectAIA.com CANT CANTILEVER HP HIGH POINT P.S. PEDESTAL SINK TECO JOIST HANGER CMD CARBON MONOXIDE DETECTOR HR HOUR(S) OT QUARRY TILE U.O.N. UNLESS OTHERWISE NOTED , : .§, a �:. �; These plans are an instrument of service and are HT HEIGHT RAID RADIUS VB VINYL BASE A1 . 1 Foundation Plan the exclusive property of the architect. DIA DIAMETER Infringements of the concepts and design ideas DIM DIMENSION HD HEAD REQ'D REQUIRED VCJ VERTICAL CONTROL JOINT presented on these drawings shall be prosecuted DR DOOR HVAC HEATING/VENTILATING/ REV REVISION(S), REVISED VCT VINYL COMPOSITION FLOOR TILEto the fullest extent of the law. Copyright 2019: DTL DETAIL AIR CONDITIONING RM ROOM VIF VERIFY IN FIELD Michael Macrina Architect, pc. All rights reserved, IN INCH ES R.J. ROUGH JAMB VWC VINYL WALL COVERING /� no part of the plans may be reproduced without DWG DRAWING ( ) A1 ,2 Foundation Details the expressed written consent of the architect. DN DOWN INT INTERIOR R.C.N.Y.S. RESIDENTIAL CODE OF WC WATER CLOSET D.F.U. DRAINAGE FIXTURE UNITS INV INVERT NEW YORK STATE WD WOOD EA EACH JT JOINT R.R. ROOF RAFTER WR WATER RESISTANT r� - EL ELEVATION KIT KITCHEN R/R REMOVE& REPLACE ZR ZONING RESOLUTION A2, 1 First Floor Plan Drawing Status EQ EQUAL LAV LAVATORY EX EXISTING LVL LAMINATED VENEER LUMBER this illustration Is to be used only as a general rendering for the cover sheet EXH EXHAUST L.C. LINEN CLOSET A2.2 L.C.C. LEAD COATED COPPER Porch and Patio Plan and IS not to be used for construction, refer t0 the exterior building elevations only MATERIALS Issued for A2.3 Second Floor Plan VF PLACARD CODE DATA B U I L D ING DATA Construction BRICK VENEER EARTH CONCRETE MASONRY UNIT INSULATION (THERMAL) A3. 1 First Floor Structural Plan NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 92020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER •ENERGY CONSERVATION : 2020 RCNYS STEEL 'PVC' or COMPOSITE MATERIAL CONSTRUCTION IN RESIDENTIAL STRUCTURES •STRUCTURAL & LATERAL DESIGN : 2020 RCNYS Floor Level Existing Proposed Total A3.2 Second Floor Structural Plan (In accordance with Title 19 NYCRR PART 1265) *PLUMBING : 2020 RCNYS Cellar Level (finished) ROUGH WOOD RIGID INSULATION TO: Town of Southold •ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS Dates A3.3 Roof Framing Plan •MECHANICAL : 2020 RCNYS 0_ First Floor Level 2,089 sq.ft. CONCRETE FINISH WOOD J OWNER OF PROPERTY: Rachel Murphy •TOWN OF SOUTHOLD MUNICIPAL CODE 1/31/20 Issued for Construction _ Second Floor Level 2,089 sq.ft. SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): ? 2/23/21 Updated Code ��f PLYWOOD GYPSUM BOARD /�3,/� First Floor Braced Wall 21695 Soundview Avenue,Southold, NY USE: Single Family Detached Residential Attic Floor Level /'1 `t SCTM# 100- 13 CONSTRUCTION: Wood Frame Platform (un-sprinklered) Total 4,178 sq.ft. 5-01 -07Second Floor Braced Wall Q section number PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): L A ENERGY CODE COMPLIANCE METHOD 0 Covered Porch 1,220 sq.ft. SYMBOLS A-5 SECTION New Residential Structure 0 sheet number A3.5 Strapping Details ❑ Addition to Existing Residential Structure LL f Uncovered Patio#1 800 sq.ft. EXISTING WALL T detail r These plans have been prepared as per section ❑ Rehabilitation to Existing Residential Structure F 2 DETAIL Nailing Schedule N1102.1 .5 - Total UA Alternative Path by M Uncovered Patio#2 176 sq.ft. OR detoll NEW PARTITION �oreaj "-` Sheet TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT utilizing REScheck-Web Software Roof Deck#1 314 sq.ft. number Framing Details PROPERTY REFERENCE ABOVE WILL UTILIZE (see attached REScheck Calculations) (check each applicable line): I y Roof Deck#2 140 s ft. REVISION CL�`UD Contractor to coordinate and schedule all required inspections with q Utility Protection Detail y ❑ Truss Type Construction;TT) third party testing agency. �, DOOR �� 0 Garage 416 sq.ft. No. Date Description Pre-Engineered Wood Construction (PW) -Air seal inspection (if required) STRUCTURAL BEAM - Insulation inspection WINDOW A4. 1 Front Elevation ❑ Timber Construction(TC -HVAC duct leakage inspection (if required) Project JOISTS / RAFTERS IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): -Blower Door Test I 211 WINDOW EXT. DOOR NUMBER A4,2 Left Elevation ❑ Floor Framing, Including Beams(F) i Proposed two-digit Climatic & Geographic Design Criteria : Table R301.2(1) ___._.,.... Identification (see schedule) 2 REVISION NUMBER ❑ Roof Framing(R) number 211 floor level INTERIOR DOOR NUMBER Right Elevation Floor Framing and Roof Framing(FR) Ground Snow Load: 30psf AREA DIAGRAM / CLASSIFICATION Residence two-digit SMOKE DETECTOR 'aumberlan (see schedule) /� 12 E ;,orizontal /� Speed: 140 mph ultimate wind speed (136 actual) �� A4.3 Rear Elevation SIGNATURE: DATE: a Topographic Effects: floor level ROOF PITCH No 1 window 11 ROOM NUMBER 5F-vertical PRINT NAME- �► > C well two-digit Building S eet i o n A / jf 7/ I o Wind Exposure Category: D identification see schedule -_-_-__- CAPACITY Ch Owner's Representative 0 Cellar For number ( ) ABOVE / BELOW/ HIDDEN ( : '❑ owner floor level , Seismic Design Category: B Entrance - [r� F < WALL TYPE - CENTERLINE Special Wind Region No A5. 1 Building Sections B-C 6"DIAMETER 2 elevation number Wind Borne Debris Zone Yes J -- ELEVATION MARKER 1 a7 3 INTERIOR ELEVATION E Unfinished ❑ 4 sheet number �- pace Rachel 1 PLAN KEY A5.2 Building Sections D-G REFLECTIVE WHITE a Weathering: Severe REFLECTIVE RED � (see plan key notes, same sht.) PANTONE"'a' m Frost Line Depth: Winches U oTermite: Moderate to Heavy Murphy A6. 1 Misc. Details Unexcavated U) 21695 Soundview Avenue Winter Design Temperature 11 d Unexcavated Southold, NY Ice Barrier Underlayment Required Yes for Valley's& Eave Perimeters 1- ZONINGANALYSIS Flood Hazards N/A Jurisdiction H Air Freezing Index 618 [,Uncovered Cellar M Town of Southold 1/2" Mean Annual Temp. 52.1 degrees Patio#2 Entrance The construction type uo County STROKE Suffolk Ct Component and Cladding Loads: Table R301.2(2) y designation shall be VICINITY MAP v , -Variance has been approved for rear yard to to indicate the construction ro ZONE 4 21.2 -22.0 classification of the M IT J I t setback to top of bluff as per ZBA file #7295 struotureundet 0 Living Space Covered Pool Drawn B DESIGNATION FOR STRUCTURAL ZONE 5 21.2 -28.0 y section 602 of the BCNYS �- � " COMPONENTS THAT ARE OF ch TRUSS TYPE CONSTRUCTION cr ZONE 1 19.4 -21.0 0 Garage j M.P. duo 'y _i, FLOOR CONSTRUCTION,INCLUDING O �^- I Checked By ���, i cv N, 4f GIRDERS AND BEAMS o rt ZONE 2 19.4 -24.0 ,�, I Uncovered „� .,,g.�, . „� Variance has been approved to locate pool t "R" ROOF FRAMING N ' Patio#1 M.A.M. `� ZONE 3 19.4 -24.0 LL in side yard as per ZBA file #7295 "FIR" FLOOR AND ROOF FRAMING cn t Town Beach q N N ZONE 1 12.2 -19.0 Job No. +s� y- h ... o Iq ZONE 2 12.2 -33.0 1764 ., IF THIS STRJCTURE UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED � �_ r 1 , a Avenue, Sdundv,ew WOOD COIISTRUCTION AND/OR TIMBER CONSTRUCTION,THE CONTRACTOR Cr? AvCnue ZONE 3 12.2 -49.0 Sheet Title : r IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED TO THE EXTERIOR ;/ ELECTFIC METER BOX IN COMPLIANCE WITH 19 NYCCR PART 1265. �il ZONE 1 10.0 -21.0 a IF NO EL_CTRIC METER IS ATTACHED TO THE HOUSE, CONTACT THE o coV r Sheet AUTHORIT" HAVING JURISDICTION TO DECIDE FOR A PROPER LOCATION 14 ZONE 2 10.0 -35.0 tnz°`t LIKELYFO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. CN o ZONE 3 10.0 -53.0 Roof Project Data Call Before Ya Di Deck#2 a u Zone Diagrams : J J dz J 2 L Roof Electric Power lri� ,, t 3 2 3 0 Living Space Deck#1 Gars,oil,or Steam -- 2 t IL ® communication Lines,CATV - b 2 --- b_ 5 3 ' 4 b` _ 5 C Sheet Number Potable Water 5 4 3 4 5 4 3 4 0 ® Reclaimetd Water,Irrigation,Slurry N Sewers and Drain Lines Gable --_I 5 5 - 5 5 � Interior = Krww hats�Iow Wall Temporary Survey Maridngs Ed B Zone e Tribal t.s r r,°,ssF:( GBH efinre y>{ru dig. g 11 I Perimeter srX i Prupolued Excavation Zone Zone V GENERAL CONDITIONS CONCRETE GLAZING DRYWALL ELECTRICAL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations. The following shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold&moisture resistant 1. All electrical work shall conform to rules and regulations of the All codes shall supercede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of 2017 National Electric Code, NFPA 70-2017 and the 2020 :`_':- the drawings,whether they are indicated on the plans or not. GENERAL b. Two thicknesses of 1"x nominal lumber with broken la joints a. Glazing in fixed and operable panels of swinging, sliding door tape and three coats of spackle Residential Code of NYS. � ` P ,. 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2 x4 or 2 x6 wood studs at 16 oc 1 and bifold door. .rr_y.r,Y , •�-, 2. Contractor shall check and verify all dimensions, notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural wits joints backed up by SHOWER WALLS&CEILINGS: 1/2" cement board 2• The Electrical equipment and wiring shall be installed in accordance p '`' � at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape with chapters 34 thru 43 of the 2020 Residential Code of NYS. notify the Architect of any d d. One thickness of 3/4" iscrepancies or conficts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2" 2"x4"on the flat particleboard with joints backed by 3/4" and one coat of thinset 3. Electrical work to be Fire Underwriter's inspected and approved. ' and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2" 2"x3"stud at 16"oc C. Glazing in all unframed swinging doors. „ particleboard. 4. All electrical outlets in"wet"areas to be ground fault interrupter discrepancies after beginning the work shall be the full responsibility 3-1/2" 2'x4 stud at 16"oc GARAGE WALLS&CEILINGS: 5/8"type-x gypsum board (G.F.I.)type. of the Contractor to correct. 4. Garage slabs, carport slabs,exterior steps and porch slabs are to be 5-1/2" 2"x6"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools, saunas, where noted on plans with one coat of tape and M i C,-'*- h --R E�� I a minimum of 3,500 psi. steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle 5. Working clearance dimensions around electrical panel to be a f. 1/4"cement based millboard P 9 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom minimum of 36"deep x 30"wide x 6-6"high. Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board KA c,-,- �' conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 6. All electrical work to be performed by a local licensed electrician. n .-a It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. three coats of spackle Ground-Fault Circuit-Interrupter Protection. Owner immediately if the occurs. of the form. FIRE PROTECTION OF FLOORS e. Glazing in an individual fixed or operable panel adjacent to a door Locations. j0l�. rC h it(a Ct d. Lap top plates at corners and intersections. shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood,steel, aluminum, plastic, a composite of Any top plates that are cut to fit ductwork, headers, pipes, etc.shall 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of 1.All bathroom receptacles are to have G.F.C.1. protection. prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. gypsum wall board, 5/8"wood structural panel or equivalent on the underside or walking surface and it meets either of the following conditions: tape and three coats of spackle 21 Main Street Stony Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient of the floor framing member. Penetrations or openings for ducts,vents, 2.All garage&accessory building receptacles are to have G.F.C.I.protection. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2"x nominal thickness. electrical outlets, lighting,devices,luminaires,wires,speakers,drainage, e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one 3.All outdoor receptacles are to have G.F.C.I. protection. 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic,or other suitable piping and similar openings or penetrations shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats phone. 631 686-6585 p 9 q P p p 4.All crawl space receptacles are to have G.F.C.I. protection. with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle fax. 631 686-6786 freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5.All unfinished basements receptacles are to have G.F.C.I.protection. email. MMacrina@optonline.net 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the 6.All kitchen receptacles that serve countertop surfaces shall have web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. G.F.C.I. protection. The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D,or other approved equivalent sprinkler system. FLASHING / SEALANTS / TAPES These plans are an instrument of service and are f. Glazingin an individual fixed or operable panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is 7.All laundry, utility and bar sink receptacles that are located within 6ft, the exclusive property of the architect. occupancy and/or certificate of compliance. b. Floor assemblies located directly over a crawl space not intended P P P g g Infringements of the concepts and design ideas 8. Install Tuff-N-Dry'exterior foundation waterproofing system or Drilling:An stud shall be permitted to be bored or drilled, provided the followingconditions shall be considered to be hazardous location: in contact with soil or concrete. of the outside edge of the sink are to have G.F.C.I. protection. ry P g Y g� g� Y P for storage or fuel-fired appliances. presented on these drawings shall be prosecuted 7. Do not scale drawings. Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60/o of the 8. Electrically heated floors, hydromassage bathtub, spa and hot tub to the fullest extent of the law. Copyright 2019: over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil) hidden metal flashing where locations are to have G.F.C.I. protection. nport Michael of th a Architect, pc. All rights reserved, bottom of footing continuously up to the finished grade line. of the stud, and the hole is not located in the same section as a cut where complying with the following: tops of level roofs intersect with vertical wall surfaces. See Ian for P the part of the plans may en reproduced without P the expressed written consent of the architect. 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled CA The aggregate area of the unprotected portions does not exceed f.2 The bottom edge of the glazing is less than 18 inches above , metal specification. 9.All receptacles within 6 feet of the outside edge of a bathtub or the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40/o and up to 60/o dhall be doubled with not more than two the floor. shower stall are to have G.F.C.I protection. 80 square feet per story. successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys, skylights 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along 0 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. _ Drawing Status : all work duringconstruction against damage, breakage, collapse, down straps, basement sashes, crawls ace vents, etc. as per plans. the perimeter of the unprotected portion to se erate the unprotected floor; and All metal flashing shall extend u vertical/ a minimum of 4"from the Arc Fault Circuit-Interrupter Protection. g g 9 P p P p P P p P p P g p Y distortion and misalignment according to applicable codes, standards h. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specificaiton. Locations. and good practice. I d.Wood floor assemblies using dimension lumber or structural composite f.4 One or more walking surfaces are within 36 inches measured 1.All branch circuits that supply 120-volt, single-phase, 15&20 amp STRUCTURAL STEEL Bearing Walls: lumber equal to or rester g than 2-inch by 10-inch nominal dimension, horizontally and in a straight line, of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior outlets installed in kitchens,family rooms,dining rooms,living rooms, 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2"x4"studs spaced at or other approved floor assemblies demonstrating equivalent fire doors. See plans for metal specification. parlors,libraries,dens, bedrooms,sunrooms,recreation rooms,closets, The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16"oc of type of lumber specified unless otherwise noted on plans. PP g q g. Glazing in guards and railings, including structural baluster panels performance. hallways,laundry areas and similar rooms or areas shall be protected by necessary for the proper execution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi and nonstructural in-fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to a combination type arc-fault circuit interrupter installed r II materials and equipment An les&Channels ASTM A36 F =36 ksi b. If a double to late of less than 2 2"x is used floor joists shall be 2. Combustible Insulation Clearance a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertically YP p sta ed to provide Issued for The Contractor shall be responsible forag y p p ( ) � 1 9 g d ert tally up against the protection of the branch circuits. stored at the job site. Plates ASTM A36 ll ksi centered directly over bearing wall studs below with a tolerance of Combustible insulation shall be seperated not less than 3 inches from chimney a minimum of 4"and let-into horizontal masonry joints 4". Hollow Structural Shapes ASTM A500 GR B ll ksi no more than 1". recessed luminaires,fan motors and other heat-producing devices. h Glazing in walls, enclosures or fences containing or facing hot tubs, Single-and Multiple-Station Smoke Alarms. 11. The Contractor shall have the building department approved plans and spa's,whirlpools,saunas,steam rooms, bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs,walls and All smoke alarms shall be listed in accordant Cola,ftistruction any other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia. conforming to ASTM A325, type X. c. Interior bearing stud walls must be sheathed with a minimum of Exceptions outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. a with UL 217 and installed in accordance with the provisions of Section R314 of the entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Where heat-producing devices are listed for lesser clearances, less than 60 inches measured vertically above any standing or walking whichever is turned for tightening. fire blocking. combustible insulation complying with the listing requirements shall be surface shall be considered to be a hazardous location. This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 2020 Residential Code of NYS and comply with the provisions 12. All Contractors and Subcontractors shall be licensed and insured. separated in accordance with the conditions stipulated in the listing. apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. of NFPA 72. 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross Locations. (Section R314.3) 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123&A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped Single and multiple-station smoke alarms shall be installed in techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. the following locations: programs in connection with this project. 4. All welding shall conform to AWS code D1.1 Structural Welding Code' Nailing: and in a straight line,from the waters edge of a bathtub, hot tub, for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' 1. In each sleeping room. Dates 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or approved equal flashing tape.Jambs first then head over jamb tape. 2. Outside of each separate sleeping area in the immediate and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than vicinity of the bedrooms. 1/31/20 Issued for Construction shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a 3. On each additional story of the dwelling, including basements manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory, and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the plane of soft flashing pan over the rough sill framing continuously up each side. and habitable attics but not including crawl spaces and uninhabitable 2/23/21 Updated Code details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between attics. In dwellings or dwelling units with split levels and without Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMANVDMA/CSA 101/I.S.2/A440. Exterior side-hinged flights of stairs and ramps shall be considered to be a an intervening door between the adjacent levels, a smoke alarm the correct installation of a specified product noted on the plans. MASONRY doors shall be tested and labeled as conforming to AAMANVDMA/CSA hazardous location. VENTILATION installed on the upper level shall suffice for the adjacent lower 15. The Contractor shall keep the job site clean, safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. j. Glazing adjacent to the landing at the bottom of a stairway where 1. MECHANICAL VENTILATION: level provided that the lower level is less than one full storybelow the upper level. 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" Local exhaust and whole house mechanical ventilation systems are to 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread be designed in accordance with section M1505 of the 2020 RCNYS 4. Smoke alarms shall be installed not less than 3 feet horizontally without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. from the door or opening of a bathroom that contains a bathtub building permit unless signed and sealed by Michael Macrina Architect,pc 3. All masonry walls shall have'Hohmann&Bamard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 2. RECIRCULATION OF AIR: or shower unless this would prevent placement of a smoke alarm to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the design pressure Exhaust air from bathrooms and toilet rooms shall not be recirculated required by Section R314.3. in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than, 9-1/4"in height or multiple 3"x members: specified.Substitute anchoring systems used for substrates not specified FIREPLACES R E P LACES within a residence or circulated to another room and shall be exhausted When more than one smoke alarm is required to be installed within an DEMOLITION IN OTES Through bolt with 1/2 diameter machine bolts at 24 oc by the fenestration manufacturer shall provide equal or greater anchoring directly to the outdoors. Exhaust air from bathrooms,toilet rooms and q 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces kitchens shall not discharge into an attic, crawl space cr other areas individual dwelling unit the alarm devices shall be interconnected in 1. Prior to demolition,the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. inside the building except for ductless range hoods. such s manner that the actuation of one alarm will activate all uof dthe Hearth Slab Thickness 4 min.thickness for hearth extension alarms in the individual dwelling unit.The alarm shall be clear) such as but not limited to gas,electric,water,telephone,cable, etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: g y audible in In addition,the Contractor shall obtain utility mark-out prior to members are to follow manufacturer specifications unless noted Unfinished basements, habitable attics and every sleeping room Hearth Extension 8 for fireplace opening less than 6 sq. ft. 3. DOMESTIC COOKING EXHAUST: all bedrooms over background noise levels with all intervening doors closed. No. Date Description commencing demolition or excavation. ROUGH CARPENTRY on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or Domestic cooking exhaust equipment shall discharge to the outdoors Combination Detectors. emergency escape and rescue opening.Where basements contain equal to 6 sq.ft. through a duct.The duct shall have a smooth interior surface, shall be Project : 2. Demolition work shall be done in strict conformance with local, state 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms, an emergency escape and rescue (front of opening) 200"for fireplace opening greater than or airtight, shall be equipped with a backdraft damper and shall be Combination smoke and carbon monoxide alarms shall be permitted and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any Hearth Extension 1 "for fireplace opening less than 6 sq.ft. independent of all other exhaust systems. Ducts serving domestic to be used in lieu of smoke alarms. 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings cooking exhaust equipment shall not terminate in an attic or crawl Proposed 3. The Contractor shall at all times provide protection against weather minimum Fb=850 and E= 1.4xl06. No SPF lumber may be used standard washers. shall open direct) into a public way,or to a and or court that opens equal to 6 sq.ft. Power Source. p p g Y P Y• p Y. Y P space or areas inside the building. (rain,wind,storms,frost or heat) so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20"min.firebox depth The required smoke alarms shall receive their primary power from equipment and fixtures free from damages. Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1116"larger than diameter of bolt. Exception: the building wiring when such wiring is served from a commercial source, Exception: Thickness of 8"where firebrick lining is used and when rim Residence property of the Owner which is to remain in use. Where installed in accordance with the manufacturer's instructions, primary ary power is interrupted, shall receive power from a 3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. Basements used only o house mechanical equipment Wall of Firebox and where mechanical or natural ventilation is otherwise provided, battery.Wiring shall be permanent and without,a disconnecting switch not exceeding a total floor area of 200 square feet. 4. Contractor to provide all necessary temporary supports as may be Distance from top 8"min. listed and labeled ductless range hoods shall not be required to other than those required for overcurrent protection. Smoke alarms required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: of opening to Throat discharge to the outdoors. shall be permitted to be battery structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. 6. Operational constraints and opening control devices: p ry operated when installed in buildings Emergency escape and rescue openings shall be operational from without commercial power. the inside of the room without the use of keys,tools or special knowledge. 2. Factory Built Gas&Wood Fireplaces 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: For 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing in control in with Factory-built fireplaces shall be listed and labeled and shall be installed Unless specified otherwise by the HERS rater consultant,the whole Carbon Monoxide Alarms. (Section 915 of the:2020 Fire Code of NYS) 6 Window opening c t of devices complying t ASTM F 2090 shall be a minimum E= 1.9x10 . on wood. Length of lag bolts shall be a minimum 2/3 depth of permitted for use co windows serving as a withred emergency escape in accordance with the conditions of the listing, and shall be tested house ventilation systemis permitted to utilize a bathroom exhaust Carbon monoxide alarms shall be installed in the following locations: 6. All existing ductwork,electrical components, etc. in areas to be members being bolted together. in accordance with UL 127. fan to run at a continuous rate o 90 c as per table M1505.4.3(1) demolished shall be protected and relocated as required according 6. SHEATHING/SUBFLOOR and rescue opening. Emergency escape and rescue openings shall 1. Carbon Monoxide are required on each level on which sleeping specified in this section. to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed have minimum dimensions as Hearth extensions of approved factory-built fireplaces shall be installed 5. VENTED ATTICS: spaces are located,within 15ft. of the sleeping area. •All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension N/A More than one carbon monoxide alarm shall be provided 7. Minimum opening area: where necessary to assure that no sleeping area on a story 7. Contractor to provide dust-tight partitions between areas where center lines of framing members. shall be readily distinguishable from the surrounding floor area. rY f�� 9 Emergency and escape rescue openings shall have a net clear is more than 15ft. away from a carbon mionoxide alarm. demolition work is being performed and areas which are finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. 6. UNVENTED ATTICS: Y opening of not less than his square feet) The net clear opening Rachel in use. The minimum nail penetration into framing members shall be FIRE BLOCKING / D RAFTSTO P P I N G dimensions required by this section shall be obtained by the normal As per Section R806.5 of the RCNYS 2.On any story where afuel-fired appliances and equipment, 1-1/2"for 8d nails and 1-3/8"for 10d nails. operation of the emergency escape and rescue opening from the inside. INSULATION solid-fuel burning appliances and equipment, 1. DRAFTSTOPPING REQUIRED: The net clear height opening shall be not less than 24 inches and the fireplaces or attached garages are located. SITE WORK / EXCAVATION SUBFLOOR: 3/4"rated plywood (48/24) When there is usable space both above and below the concealed space net clear width shall be not less than 20 inches. 1. Foam Plastic(spray foam) insulation shall have a maximum flame & M-urp h to be glued&nailed to each joist of a floor/ceiling assembly, draftstopping shall be installed so that the spread index of 75 and a maximum of a smoke developed index of 450. Interconnection of Carbon Monoxide Alarms Detectors: 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: When more than one carbon monoxide alarm oir detector is required to prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2 exterior grade plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam)insulation shall be separated from the be installed within an individual dwelling unit or sleeping area,the 21695 Soundview Avenue approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas. Where the assembly is enclosed by a floor member opening of not less than 5 square feet, interior of a building by an approved thermal barrier of not less than alarm devices shall be interconnected in such a manner that the actuation Excavation shall not commence until utility mark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2"gypsum board, 23132"wood structural panel or a material that of one alarm will activate all of the alarms in tlhe individual unit. Southold, IVY the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of The alarm shall be clearly audible in all bedrooms over background noise 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire levels with all intervening doors closed. be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 5/8"exterior grade plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. HVAC g Jurisdiction : soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade,it shall be provided with soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam)insulation used in attics&crawl spaces Combustion Air Equipment. of poor soil characteristics to the Architect and shall not proceed with perforated members. shall be protected against ignition using one of the following materials: Soild Fuel Carbon Monoxide alarms shall be listed, labeled as complying with Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equal UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4 thick wood structural panels Burning appliances shall be provided with combustion air in accordance with the y g Suffolk Count p g P labeled as complyingwith UL2075 and shall meet the sensitivity testing 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board appliance manufacturers installation instructions.Oil-fire appliances shall bey assumed bearingcapacity of 2,000 pounds per s .ft.and an assumed 8. All framing to be set plumb, level and accurate) cut. or 3/8 wood panels. Draftsto in shall be installed parallel to the 10. FALL PROTECTION: d. 1/4 thick fiber cement board be provided with combustion air in accordance with NFPA 31. and alarm thresholds of U control units is CSA 6e i Carbon Monoxide alarms, /, P Y P P q 9 P Y P PP 9 P detectors and alarm control units shall be installed in accordance soil characteristic of sand, silty sand, clayey sand, silty gravel and floor framing members.The integrity of all draftstopping shall be In dwelling units,where the top of the sill of an operable window opening Ducts with the R.C.N.Y.S. and the manufacturers installation instruction , � e .> , clayey gravel(SW, SP, SM, SC, GM and GC)unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24 above the finish floor and greater than 72 Ignition barrier is not required when the foam insulation has been s Drawn By: , ' , -- fie has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or Duct Insulation r f % p p 1 9 9 1 g Power Source. / ;,� �` iA unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: approved equal. All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 M.P. (I �,� a, 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings Carbon Monoxide alarms and detectors shall receive their primary power g„ Q,9 g I ::1 t" All other ducts shall be insulated to a minimum of R-6. � ,, -A a. operable windows with openings that will not allow a 4"diameter from the buildingwiring,where such wiringis served from a commercial c U �\ r 3 feet below finished gracle unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier P4. Insulation to be as specified in the insulation schedule and details. g' Checked By : I ''� �� i aq .l :- otherwise on plans. between stories and between a top story and the roof space. sphere to pass through the opening where the opening is on its Duct Sealing source and shall be equipped with a battery backup system that 7 A,,., X i largest opened position. automatically provides power from one or more batteries when �r s-_.J 1'<. 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the 5. Insulate around all window&exterior door rough openings with a low All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be Y P P primary M.A.M. a 9 P 9 ; ,�, = - �, 11. All joist hangers and fasteners that are in contact preservative treated following locations: b. operable windows that are provided with window fall prevention expansion foam insulation. made substantial) airtight b means of fastners,welds,tapes,mastics, asketin power is interrupted.Wiring shall be permanent and without a i , �, �� 1 9 P 9 P P P P Y 9 Y P 9 9 1123 I , 1 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. or other approved closure systems. disconnecting switch other than those required for over current protection. Job No. �. .Il i walls without floor framing or proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred 6. Air Leakage ,' ka``F``1 c. operable windows that are provided with window opening control 1764 / f � damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: devices that comply with ASTM F 2090. The window opening The building thermal envelope shall be constructed to limit air leakage Duct Support Listings. minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. v g The sealing methods between dissimilar materials shall allow for Metal ducts shall be supported b 1/2"with 18 au a metal straps or 12 gauge Carbon monoxide alarms shall be listed in accordance with UL 2034. control device,after operation to release the control device pP Y 9 9 p 9 9 111111111111111111111 responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. for differential expansion and contraction. Refer to the air barrier and galvanized wire at intervals not exceeding 10 feet or other approved methods. Sheet Title' allowing the window tcfully open, shall not reduce the net clear 9 9 PP 13. Wrap all wood girders that sit in a concrete or masonry beam pocket opening area of the win ow unit to less than the area required insulation installation schedule. Nonmetallic ducts shall be supported in accordance with the manufacturer's Combination Alarms. 7. All grading to drain surface storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/masonry. b. At all interconnections between concealed vertical and horizontal b section R310.2.1. Combination carbon monoxide/smoke alarms shall be acceptable Y installation instructions. p at a minimum rate of 5%;slope. spaces such as occur at soffit, drop ceilings and cove ceilings. 7. Insulation&Fenestration Requirement by Component alternative to carbon monoxide alarms.Combination carbon monoxide/ Gen �' Potes 14. No structural members shall be altered, omitted, notched, cut or Refer to insulation schedule/sections or details 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / CRAWL SPACE ACCESS Duct Separation smoke alarms shall be listed in accordance with UL 2034 and UL 217. the run. Enclosed spaces under stairs shall have walls.under-stair surface Ducts shall be installed with at least 4"separation from the earth except where 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed they meet the requirements for underground duct systems. - Building Code of bridging at every 8 feet of span in floor, attic and flat roof framing. 30 sf, and have a vertical heght of 30"or more.The rough framed CLOTHES DRYER EXHAUST The bridging shall consist of not less than 1"x3"lumber set diagonally d. At openings around vents, pipes, ducts, cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2020 Residential Ducts located in garages and ducts penetrating the walls m ceilings gauge the �� in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible Imation. Where the access is located in a Code of NYS. dwelling from the garage shall al constructed of a e ope in No.26 gauge sheet Requirements D RYW E L LS / .�A N I TA RY SYSTEM metal bracing. of flame and products of combustion. ceiling,minimum unobstructed headroom in the attic space shall be metal or other approved material and shall not have opening into garage. 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above theaccess. 2. Clothes dryer exhaust system shall be discharged to the exterior. of concrete leaching rings.(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Equipment Sizing. Heating and cooling equipment shall be sized in accordance with Drywells shall be set in clean sandy soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys pass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed with ACCA Manual S based on buildingloads calculated in accordance with ACCA ground water. Drywells are to be wrapped with landscape fabric to securely fastened in place.The fireblocking of spaces between as attics and crawl spaces shdl be weatherstripped and insulated to a of metal having a minimum thickness of 28 gage.The duct shall Sheet Number . prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists, beams or headers shall be self-supporting level equivalent to the insulatim on the surrounding surfaces.Access be 4 nominal in diameter. Manual J or other approved heating and cooling calculation methodologies.New or replacement heating and cooling equipment shall have an efficiency rating equal to than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipmeit that prevents damaging or compressing 2. Drywells are to be connected with a min. of 4"dia. PVC sewer pipe to 113 of the span. Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed c equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed or greater than the minimum required by federal law for the geographic location each downspout leader unless noted otherwise on plans. 1/4 the depth of the member. Holes bored into the joist shall not be closer to be provided when loose-fill inulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. where the equipment is installed. ul than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from stilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft.for each =1 W1t 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened, and to provile a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum Manual J&S is required for any new or replaced heating or cooling equipment ul ,I 11 Department of Health Services code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the looe fill insulation. length of the exhaust duct does not include the transition duct. Notes INSULATION SCHEDULE (thermal envelope) Insulation Insulation Moisture Air Barrier House Component (R) Value Thickness Type Barrier Sealing Detail Remarks �, g, Attic and Crawl Space Access Hatches and Doors. Access doors from 13.Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts Exception: A duct air leakage test shall not be required where ducts and Y N E)E RVAT I O N conditioned spaces to unconditioned spaces such as attics and crawls acesprovide combustion air too en combustion fuel-burning appliances,the appliances air handlers are located entire) within the building thermal envelope. E N E R G / CO p p p c p g pp Pp Y g P Floor system assembly upper - Fiberglass fire protection of floor assembly as per shall be weatherstri ed and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the building thermal envelope section R-21 co 5 1/2 BUILDING THERMAL ENVELOPE pp q P g g P A written report of the results of the test shall be signed by the party over unconditioned Cl) Batts A IRC 2015 Section R302.13 on the surrounding surfaces.Access shall be provided to all equipment that or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall 1.These plans are designed to be in accordance with the 2015 conducting the test and provided to the code official. N cellar spaces lower R-15 3-1/2" Roxul c mineral wool P 9 prevents damaging or compressing the insulation.Awood-framed or be sealed and insulated in accordance with the envelope requirements of Table � section mineral wool International Residential Code and the 2015 Inte"national Energy equivalent baffle or retainer is required to be provided when loose-fill N1102.1.2,where the walls,floors and ceilings shall meet a minimum of the 19. Building framing cavities shall not be used as ducts or plenums. 0 Perimeter rimjoist around R-21 Closed Cell Conservation Code for a climate zone of 4A. insulation is installed,the purpose of which is to prevent the loose-fill basement wall R-value requirement.The door into the room shall be fully gasketed 0 first floor 7 per V 3" Spray Foam A KA i C h -a ch, 1 2.The interior design temperatures used for heatinc and cooling load from spilling into the living space when the attic access is opened, and to and any water lines and ducts in the room insulated in accordance with Section 20. Mechanical System piping insulation shall be capable of carrying fluids above 105'F Perimeter rimoist around R-21 �. Closed Cell calculations shall be a maximum of 72F for heating and a minimum p provide a permanent means of maintaining the installed R-Value of the N1103.The combustion air duct shall be insulated where it passes through or below 55'F with a minimum of R-3 insulation. 1 3" B loose-fill insulation. the conditioned space to a minimum of R-8. second floor 7 per 1" Spray Foam i a of 75'F for cooling. Floor system assembly over R-42 6„ Closed Cell 10.Air Leakage. The building thermal envelope shall be constructed to limit 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope outside air 7 per 1" Spray Foam A 3.All materials, systems and equipment shall be installed in accordance with the manufacturer's instructions and the 2015 International Residential Code air leakage. The sealing methods between dissimilar materials shall allow shall be sealed to limit air leakage between conditioned and unconditioned spaces.All Arc i tE3&, c for differential expansion and contraction. Refer to the air barrier and recessed luminaires shall be IC-rated and labeled having an air leakage rate not and the 2015 International Energy and Conservation Code. insulation installation schedule. Exterior exterior R-14 Closed Cell more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf 2�� 4. Certificate: A permanent certificate shall be completed by the builder pressure differential.All recessed luminaires shall be sealed with a gasket or caulk Walls(2"x6") side 7 per 1" N Spray Foam A/B/C 21 Main Street Stony Brook NY 11790 and posted on a wall in the space where the furnace is located, between the housing and the interior wall or ceiling covering. interior Fiberglass 11.Testing' The building or dwelling unit shall be tested and verified as having R-13 3-1/2" a utility room or an approved location inside the building. an a e o N side Batts phone. 631 686-6585 air leakage rate not exceeding three air changes per hour in Climate Zone Where located on an electrical panel,the certificate shall not - fax. 631 686-6786 3 through 8.Testing shall be conducted in accordance with ASTM E 779 or ASTM 15.Programmable thermostat. The thermostat controlling the primary heating or cooling space around exterior window/ cover or obstruct the visibility of the circuit directory label, service (>� required email. MMacrinaC@optonline.net disconnect label or other required labels.The certificate shall list the E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals).Where required system of the dwelling unit shall be capable of controlling the heating and cooling � doorjambs p predominant label other insulation installed in or on ceiling/roof,walls by the code official,testing shall be conducted by an approved third party.A system on a daily schedule to maintain different temperatures set points at different Fiberglass web. MMArchitectAIA.com written report of the results of the test shall be signed b the art conducting times of the day.This thermostat shall include the capability to set back or Garage Demising Wall R-21 5-1/2" required foundation (slab, basement wall, crawl space wall and/or floor)and ducts p g Y party g Y P Y Batts These plans are an instrument of service and are the test and provided to the code official.Testing shall be performed at any time temporarily operate the system to maintain zone temperatures down to 55'F or up the exclusive property of the architect. outside conditioned spaces; U-factors for fenestration and the solar heat gain coefficient(SHGC)of fenestration, and the results from any required after creation of all penetrations of the building thermal envelope. to 85`F.The thermostat shall initially be programmed by the manufacturer with a Infringements th the concepts and design ideas presented on these drawings shall be prosecuted ducts stem and building envelope air leakage testin done on the heating temperature set point no higher than 70'F and a cooling temperature set 23 Li htin . Not less than 75 percent of the lamps permanently installed lighting to the fullest extent of the law. Copyright 2019: y g p g g p P p Y 9 g Michael Macrina Architect, pc. All rights reserved, During Testing: point no lower than 78'F. no art of the plans mo building. Where there is more than one value foreach component,the 9 9� fixtures shall be high-efficacy lamps or not less than 90 percent of the Locate ceilingInsulation in roof P p y be reproduced without certificate shall list the value covering the largest area. The certificate 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not permanently Installed lighting fixtures shall contain only high-efficacy lamps. R-42 6" Closed Cell the expressed written consent of the architect. 16.Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a P Y g g Y 9 Y P rafters only for a unvented required C shall list the types and efficiencies of heating, cooling and service water sealed, beyond the intended weatherstripping or other infiltration control measures. pP Y In 7 per 1 Spray Foam minimum of R-8.All other ducts shall be insulated to a minimum of R-6. Exception: Low-voltage lighting. 0) conditioned attic(hot roof design) heating equpiment.Where agas-fired unvented room heater, electric 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall = Drawing Status furnace, or baseboard electric heater is installed in the residence,the be closed, but not sealed beyond intended infiltration control measures. 17,Duct Sealing. All ducts,air handlers and filter boxes shall be sealed.Joints and certificate shall list"gas-fired unvented room heater', "electric furnace"or 3. Interiror doors, if installed at the time of the test, shall be open. seams shall be made substantially airtight by means of fastners,welds,tapes, "baseboard electric heater', as appropriate.An efficiency shall not be 4. Exterior door for continuous ventilations stems and heat recovery ventilators listed for gas-fired unvented room heaters, electric furnaces or electric Y ry mastics, gasketing or other approved closure systems. Recommended Testing Agency: (� shall be closed and sealed. baseboard heaters. 5. Heating and cooling systems, if installed at the time of the test, shall be 18.Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the Integrity Home Energy Assessments: (631)325-4006 7, Insulation and Fenestration Requirement by Component. turned off. following methods: Issued fo Refer to insulation schedule. 6. Supply and return registers, if installed at the time of the test, shall be 1. Rough-in test:Total leakage shall be measured with a pressure differential of Window / Door Type (U) Factor S.H.G.C. Remarks 8. Eave Baffle. For air-permeable insulations in vented attics, a baffle shall fully open. 0.1 inch w.g. across the system, including the manufacturer's air handler L be installed adjacent to soffit and eave vents. Baffles shall maintain an 12.Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers enclosure if installed at the time of the test.All registers shall be taped or 0 Double Hung Windows 0.30 0.30 Construction opening equal or greater than the size of the vent.The baffle shall or doors, and outdoor combustion air. Where using tight-fitting doors on otherwise sealed during the test. 0 extend over the top of the attic insulation. The baffle shall be permitted factory-built fireplaces listed and labeled in accordance with UL 127, the 2. Postconstruction test:Total leakage shall be measured with a pressure differential Casement Windows 0.30 0.30 to be any solid material. of 0.1 inch w.g. across the entire system, including the manufacturer's air doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in handler enclosure. Registers shall be taped or otherwise sealed during the test. ; Awning Windows 0.30 0.30 accordance with UL 907. > 0 Hinged Doors 0.30 0.30 '0 Dates TYPICAL INSULATION DETAILS C Sliding Doors 0.30 0.30 1/31/20 Issued for Construction Skylights N/A N/A 2/23/21 Updated Code Notes: - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. See Typical Insulation Details, same sheet ,t f. { .. Air Barrier and Insulation typical exterior wall Installation Schedule Table N1102.4i.1.1 (402.4.1.1) -�`" ���� '{> insulation ' .; ,.._ >.:;,,_.. ;:: set mineral wool (see insulation schedule) > ;' Component Air Barrier Criteria Insulation Installation Criteria typical siding :,. . on joist flange as shown -r typical siding A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a No. Date Description {- ` `#:, - The exterior thermal envelope contains a continuous air barrier. sealing material. first floor General Requirements Project - _- plywood j typical exterior wall / Breaks or joints in the air barrier shall be sealed. insulation typical ceiling J sheathing (see insulation schedule) insulation second floor (see insulation schedule) The air barrier in any dropped ceiling/soY gPffit shall be aligned with The insulation in any dropped ceiling/soffit shall be the insulation and an a s in the air barrier sealed. aligned with air barrier. Proposed typical rim joist plywood sheathing Ceiling/Attic "= insulation P Yw 9 wall Access openings, drop down stairs or knee a doors to (see insulation Residence 1. schedule .,. ) unconditioned attic spaces shall be sealed. }' typical rim joist Insulation The unction of the foundation sill late shall �: j P Cavities within comers and headers of frame walls shall be typical floor see insulation schedule) tyP Y p Y g Y g YP ( typical soffit be sealed. insulated b completely filling the cavity with a material having insulation assembly (see insulation sch.) typical exterior wall Walls The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. For � typical siding exterior walls shall be sealed. insulation Exterior thermal envelope insulation for framed walls shall be (see insulation schedule) Knee walls shall be sealed. i installed insubstantial contact and continuous allignment with grade ' typical exterior wall plywood sheathing The junction of every stud,top plate&shoe plate to exterior sheathing the air barrier. insulation shall be continuously sealed _ (see insulation schedule) Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Typical First Floor Typical Second Floor aµTypical Ceiling Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. Rachel or,l Murphy f i d dThe air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintainInsulation Detail Insulation Detail Insu1ation Detail rexpose ege onsuation. permanent contact with the underside of subfloor deckinFloo s g 1/2" 1 '-0-1-1/2" '1 '-O" '1 -'1 2 1 O.. including above garage and floor framing cavity insulation shall be permitted to be in contact cantilevered floors with the top side of sheathing,or continuous insulation installed 21695 Soundview Avenue _ - = - on the underside of floor framing; and extends from the bottom to Southold NY the top of all perimeter floor framing members. Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, insulation Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Jurisdiction overlapping joints taped. space walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening Town of Southold to exterior or unconditioned space shall be sealed. Suffolk County Batts in narrow cavities shall be cut to fit,or narrow Narrow Cavities cavities shall be filled by insulation that on t installation readily conforms to the available cavity Drawn B space. Yam.--- F,}��y M.P. i /" t a Air sealing shall be provided between the garage !y' a.� r Garage Separation and conditioned spaces. i °1 ll�`k� P Checked BY: M, Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal -}� Recessed lighting M.A.M. thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. Batt insulation shall be cut neatly to fit around wiring and plumbing Job No. Plumbing and wiring in exterior walls, or insulation that on installation readily conforms ; oN to available space shall extend behind piping and wiring. 1764 i r The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and : j� Shower/tub on exterior wall tubs shall seperate them from the showers and tubs. tubs shall be insulated. Sheet Titfe The air barrier shall be installed behind electrical or communication �( Electrical/phone box on Ener. otes exterior walls boxes or air-sealed boxes shall be installed. +�+ HVAC register boots HVAC register boots that penetrate building thermal envelope - I n s�I at 1 o n S Vh. shall be sealed to the subfloor or drywall. When required to be sealed, concealed fire sprinklers shall only be - Insulation Details sealed in a manner that is recommended by the manufacturer. Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Sheet Number 3"0 3"� Gutters Exterior Door/Window Schedule vent thru roof F vent thru roof s (typ. all vents) J L E (typ. all vents) J L Roof All Gutters are to be 6" Half Round Aluminum& Model# Remarks SIZE OF TRAPS FOR PLUMBING FIXTURES All Leaders(downspouts)are to Round Aluminum. ; table P3201.7 Bathroom #2 __ Bathroom #3 _ Bathroom #4 Cellar Level Me �. '1— _ _ r _ _ Plumbing Fixture Trap SizeIt-3„0 , I t�-3"�_ _ I C01 CXW15 Bathtub(with or without shower head 1-1/2" 1 3"0 I vent 2"0 „ 1 ( vent }-2"0 1-2-0 — Typical Roofing and/or whirlpool attachements) I vent I vent 2 I I I vent 2"0 2 0—1 I I I 1 1 vent 2 0 I I I �2"0 vent CO2 36"x84" Bidet 1-1/4" vent vent 1 I I I I 1 I vent I I I I I vent 2"0 18"Western Red Cedar Certi-Grade perfection tapersawn shakes j Lay. I Lov. Lay. I Lov. Lov. I vent to be#1 Grade, Blue Label with Certi-Last Preservative First Floor KA -a C r' n Clothes washer standpipe 2 1 b 1 o ( I o Tub 1 Treatment to be installed as per the Cedar Shake& W.C. W.C. W.C. TIE3Shingle Bureau. Yk �� h ii te �� Dishwasher(on separate trap) 1-1/2" I 1 I 1 I 9 Shower Shower Shower 101 ADH3060 cottage sash Floor Drain 2" 1 I Sec. Floor Sheathing 1 5/8"CDX plywood sheathing Kitchen Sink(on or two traps,with or 1-1/2" 1 2"0 Powder I 2"0 Exposure 102 ADH2O60 21 Main Street Stony Brook NY 11790 without dishwasher and food waste disposer) V270 „ " 2"0 2"� 2"0 waste Was a 3"0 1 3 0 waste waste waste Room #2 1 3„0 2„0 waste waste waste 5-1/2"max. exposure for 4:12 or steeper roof pitch LaundryTub 1-1/2" waste waste waste waste 40"x96"door with Powder � 4-114' max. exposure for 3:12 to 4:12 roof pitch 103 to be selected phone. 631 686-6585 Lavatory 1-1/4" Bathroom #1 — 18"x96"sidelites ——I—— _1'--—T—___ Room #1 r T Underlayment fax. 631 686-6786 Shower(based on the total flow rate through ——T }-3"0 1 1 1 3"0-4 t--2"0 � Kitchen Install (1) Layer of Ice&Watershield(self-adhering email. MMacrina@optonline.net line.net r 3"0 „ „ 2 0 104 ADH3460 web. MMArchitectAlA.com showerheads and bodysprays) „ 1 vent 1-2 0 I air 2 0---t vent ( ( vent I vent polymer modified bitumen sheet)over all roof sheathing. flow rate: 2„0 1 2 0 vent 1 vent I reak vent I I I overhead garage door These plans are an instrument of service and are 5.7 m and less 1-1/2" vent I ( I Sink Sink „ Valleys 105 10-0 w x 9-0 t g g the exclusive property of the architect. gpm vent I 1 I I I ( 0 to be selected Infringements of the concepts and design ideas more than 5.7 gpm up to 12.3 gpm 2" I Lay. Lay. Lay. waste All Valleys are to be protected with copper flashing over presented on these drawings shall be prosecuted more than 12.3 gpm up to 25.8 gpm 3" I " a ' (1) layer of Ice&Watershield. (see detail, same sheet) to the fullest extent of the law. Copyright 2019: W.C. W.C. W.C. D•W 106 36"x84" inswing door to be selected Michael Macrina Architect, pc. All rights reserved, more than 25.8 gpm up to 55.6 gpm 4" I W M no part of the plans may be reproduced without Shower Ventilation the expressed written consent of the architect. First Fir. -Unvented Attic(hot roof) 107 FWGD151080-4 temp. glass �— I F.A.I. 2"0 2„0 „ // Fasteners Drawing Status waste 2 0 3"0 3"0 2 0 waste 2 0 3"0 20 waste / All Fasteners are to be 3d box 1-1/4"stainless steel type 316 108 FWGD8080L temp.glass waste waste waste waste waste Waste waste / nails with a minimum penetration of 1/2"into the sheathing. / Use 2 nails only for each shingle approximately 3/4" 109 C.O. / ( ) y 9 pp y O ADH2448 C.0/ / from edge and approximately 1-1/2"above //House Trap exposure line. 110 FWHID2980AR temp. glass Issued 1r To Approved Cellar Sanitary System 111 FWGD6080L temp. glass ConstructiOm- Plumber Riser Diagram Typical Siding Second Floor Nantunket Grade'Maibed 16"White Cedar Traditional Shingles Not to scale installed as per the manufacturer's specifications 201 ADH3050 over Henry Blueskin VP-100 air barrier membrane over 1/2"CDX Sheathing 201 T ADH3050 temp. glass Exposure Interior Door Specifications t5" Exposure To The Weather Finish Dates 202 1/31/20 Issued for Construction ADH3054 egress All interior doors are to be'Tru-style'unless noted otherwise Solid body stain,2 coats color to be selected 202 -Model:TS5000 (to be confirmed with client) ADH3054 egress,temp. glass 2/23/21 Updated Code -Material: MDF Fasteners -Thickness: 1-3/4" Attachment for each shingle shall be held in place 203 ACRD24 -Panel:flat by two hot-dipped zinc-coated, stainless steel, or -Sticking: traditional aluminum nails or staples.The Fasteners shall be 204 FWHID29611AL temp. glass -Jambs: 5/4" long enough to penetrate the sheathing by a min. - Hinges:to be selected of 1/2"and shall not be overdriven. Staples shall not be less than 16 gage and shall • first floor-8ft tall doors(4 hinges per door) 205 ADH2658 • second floor/cellar level-7ft tall doors(3 hinges per door) have a crown width of not less than 7/16", and the crown of the staples shall be parallel with } see the butt of the shingle. 206 ATF2622 schedule I Installation temp.glass The Bottom Course shall be Doubled. 207 APW5050 1 2/4 low E horizontal muntin No. Date Description r 208 FWGD808OR temp. glass Project L__J Flashing 209 O ADH2840 temp. glass For all Horizontal Wall to Roof Intersections, Proposed Install Aluminum Coil Flashing. Attic For all Sloped Wall to Roof Intersections, Residence Install Aluminum Step Flashing. A01 AAN2620 stationary Typical Door Elevation All Window Drip Caps to be Aluminum. A02 AAN30110 A03 AAN1820 stationary For TYPICAL INTERIOR SPECIFICATIONS: Exterior Trim Boards Material Exterior Window and Door Specifications 1) Window&door head casing to be 1"x6"Flat Poplar All Exterior Trim Boards are to be'Azek'or equal. All windows&exterior doors are to be'Andersen''A'Series with a 3/8"parting strip at base and'dykes'#162 1-1/4"bed moulding Installation -Low-E4 smart sun insulated glass Rachel to overlap the 1"x6",with a 3/8"cap on top, all to be painted. Install as per manufacturer specifications: -Exterior color to be selected -Install 2 fasteners per every framing member -Full divided lite grilles as per elevations 2) Window&door jamb casing to be 1"x4" Flat Poplar -Tru-scene insect screens Murphy to be painted for trim board applications. -window hardware color to be selected -Install over flat,solid substrate. -interior color to be birch bark y3) Window stool is to be 3/4"thick poplar,with returned corners. -All'Azek'Joints are to be Glued with'Azek'adhesive -door hardware to be selected 21695 Soundview Avenue Apron is to be 1"x4"poplar, all to be painted. -Utilize 316 grade stainless steel fasteners Typical Sizes: Interior Door Schedule Southold, NY 4) Typical base moulding is to be'princeton'kings point 7-1/4". -Fascia Board- 1"x8" Size Remarks Jurisdiction with'dykes'#101, 1/2"x3/4"shoe moulding, all to be painted. •Rake Board- 'Azek'rams crown (AZM-6934)over 1"x8"rake •Frieze Board under Rake-'Azek'rams crown(AZM-6934) O 36"x84" swing door Town of Southold over 1"x6"over V4'pack-out. 5) Crown moulding is to be'Garden State Millwork'estate series • Frieze Board under Eave-'Azek'rams crown (#AZM-6934)over O 30"x84" insulated swing door Suffolk County COV7 throughout entire home excluding 2ft deep closets. 1"x6"over 4"pack-out O 32"x 96" 3/4 hr.fire rafter door i •Soffit- 1"x6"'Azek'YZ'x 5Yi'bead-board soffit with self closer -run parallel to house under all flat eaves O4 32"x 96" swin door Drawn By: w�VL--e�^-il First floor to have CB312 crown backer -run perpendicular to house under all sloped rake overhangs g M.P. >, A. h�°`�yt •Window Casing &Sill (see detail sheet A6.1) O 28"x 96" swing door 1j°� � � �, Checked By: v d " �: Odouble 30"x 96" double swing door C � � �� °` 1�t�4I�` a �� lass door g M.A.M. I O 30"x 96" swing door Job No. O24"x 96" swing door 1764 24"x 84" swing door Sheet Title :28 x 84 swing doo Schedu '61 11 30"x 84" swing door \ 12 double 28 x 84 double swing door - Plurri6e� Riser 13 18"x 84" swing door - Specifications 14 30"x 84" pocket door 15 32"x 84" swing door Sheet Number 16 26"x84" swing door La 17 26"x96" swing door I� - C D A B A5.1 A5.1 A5.2 A5.2 ' 91'-6" 56'-0„ 70 5-8" 6'-8" 5-4" 47-0 3" " 6'-10" . ^ 84 1" 8- ^ Top of Wall 24" 10 3_6� �4 10 = f Down 4" M.O. o0 ----- ------------------- M i ----------------------------------------------------------- ------------- ------------------------- I I -a C: r I n steel or alum. ladder to be 1 _____ _ _ painted and secured to r I r , r = ' ' N ` ' 1 N = = o found'n wall with a min. I -- to o, L o Top of Wall i 4 - - -�i inside width of 12", shall ' ' 1 /krchiite� ct M project a min.of 3"from o Down 4" g"I 16"I ' 8" wall and shall be spaced r - - - -- - - - I 1 19'-11" 24" 22'-5" I I ro a min. of 18"oc vertically 1 oo 1 " I 00 20'-0" 20-2 r__J �_________ 21 Main Street Stony Brook NY 11790 for full height of well as per I °O i _ -- - 0o gravel floor in well ---------- ----------------------------------- - = 1 I sect. R310.2.3.1 of the IRC 1 r window i i I ; °O r I N i r-- - -� -, I hone. 631 686-6585 for proper drainage 1 1 well I . y ... .: ,.. . ,:; , t_; I oo P as per sect.R310.2.3.2 ' ° 1 1 = s - - 10" ^ I I o0 1 I I , , r_____ _ 11 I N 1 1 N fax. 631 686 6786 1 / 17-0 of the lRC 1 1 �I 3 , , _ _ N i I = ---------------------------- -------- I � � I 1 d- C01 `. I I 1 2 web MMArchltectAlA coin net 55 gallon plastic I _J , MCD 1 1 email MMacrina@optonline.net 1 I 7-0"head F1t ' ' �_- - -- ------------------------------------ drywell under slab _____________J L �_____� J L________ __J and are I I 1 � I I I I I 1 i G These plans are an instrument of service J the exclusive property of the architect. G - - - ----,----------------------------------- - i i I 1 1 I A52 h p ` ° y' _ — _ , I I I Infringements of the concepts and design ideas A5.2 see concrete stair step footing I ----- ---- - --- ------------ ----- `D I 1 0 (2)14"x14"Ivl flush hdr. 3 1 ' 1 I 1 p g details(sheet A5.2) down 12" I 1 12 6"Wide x 4"deep presented on these drawings shall p prosecuted 1 I I I � i to the fullest extent of the law. Copyright 2019: " " 18 ' " x 9"tall beam pocket 6 I 14 " I Michael Macrina Architect, pc. All rights reserved, 18-0 P 4-10 24 5-7 ----_- r -----1 1 , " 18'_9^ I -9fi no part of the plans may en reproduced without •C) I A/C Unit I I A/C unite 16-11 I I the expressed written consent of the architect. step footing up to I i 20-6 I 14"TJI-560 F.J. p io 36"below grade i above i I above I i i 6"wide x 4"deep - Top of Wall I I I I , I "' x 9"tall beam pocket at 16"oc(20'length) I I I I I D Status Down 4" I -----� L -----I 1 i 1 o i 1 N i 1 Drawing S a us I ' 9 1 CELLAR SLAB NOTE _ 1 , , ___________ 14"TJI-560 F.J. r — --------- 1--------I— — - - I at 16' oc 18'length) 4" Poured Concrete Slab I 1 I ^N I ' r-- - 1 ( 9 ) I 1 I I I I concrete I = over 6 mil. of hel ne vapor r • ' Top of Wall � ' I I , I N p. Yt Y P 1 , ,, 1 1 I` l,/steps above I __ o- I retarder Ia oints as re ulred 1 1 I r 1 1D"I r---------1----- - - -- - -- _ (lap 1 q ) a I , datum 0- , I I I I I on a 4"base course of , 1 , „ 1 11 I I 1 131 a I I CO2 _X o 11 - compacted sand to 95% r---J I El, 20 -0 i I I I 1 i I I fill and tamp. Dn.4" E -® > - Relative Density. -' Unfinished I , I I I Solid Corner Post I I Ln I U P I I w) = Install a 1/2" Premolded Issue- , for conc. stair 1 10 wide x 16 tall � � .-I.r -0 i �_I__�__ 'SIMPSON' III I I 14R(12"T) E 1-0' -E o Expansion Joint at Perimeter. X ,a= o -- _ Cellar � � ' I 2 16d Common Top of Wa I c_________ ___ _-�- -- - T- -- -- -- concrete lintel with(3)#5 x i I r " , STHD14,N rebars top and bottom 3 1 (slab area= 1,973 s.f.) typical column M o I I , = nails 6 o.c. `� Construction Down I 4 i. : I ,� o and footing - 9-01, , 1 extend bars a min. of 12 —J_______J_______1_------J--- — --1 •• i ;� each side of opening v Clg '-, , N r . o ' ' i `w , 1 " 11'-4° ► typical column S.D. ^I i Top of Wall , 5-5 r.--- - - and footln 1 1 I I = I 22 I step footing up to , stair opening 1 g , Down 18' (3)14 x14 Ivl _ I I U I1@XCaVated for porch slab I Blocking 36' below grade I =• J _ ---- - C.M. P 1 I �. @ Endwall 1 ush-beam 1 I 1 Fill&Tam in 6 lifts for a 4"thick I I step footing i I I 1 I I 4-8 0" + J 1 I poured concrete reinforced slab with 5 1 i 5 down 12 1 '; 04"TJ1-360 F.J. , " I I 6'-11" 36"x84" > TEl. 1154'b I I #4 at 12"oc each way,over clean sand i i \ a° a L fV I I 6'length) I cx) i U O13„ 14 glass door =� �N 1 - I over 4" (3/4 )crushed bluestone,all I I , � ONE #4 ___ ____ 1 ` , star _ ° • ( 9 ) P 3 /x Ivl \ a d I I compacted to 95% Relative Density 4 1 I 4 '�a�� %� REBAR Dates I ` t , I - , min.36 tall ! 8R 10"T _ I _ -- -- >c rn = ib , 1 1 I _ �, railing ( ) ar—flush hdc \ 3 �N ,, I I pitch slab/s per foot away from house �-i i� s ,• _ + 1 toilet I �_ o , �� 1/31/20 Issued for Construction concrete I 1 I _ -� —o- - - I I I `L co 1 'C-- = 00 1 00 o Landing I I 1 labove I I o I -i above , I i shower '_ - r y a I I -IN _ v l i 1 = \� P 2/23/21 Updated Code co I11,UNEXCAVATED FOR I above = U ! �cloet I I 0 = typical column 14"TJI-560 F.J. 1 1 _I i i -I `30'�, ,5•' I M GARAGE SLAB 1 -_,� M �, landing P - -' 36"x84" and footing at 16"Oc(18'length) 1 I o 1 1 ' 8R 10 1 I I ° , � 1 -- I ( 1 I 1 I I � glass door I I 1 "Thi oured C rlCrete SlabKlaopo�ed psi) I 1 .-' � - 6� I I 1 1 w/6x6#10 Welded�IVire-M I IO4 i N 17,-4"1 s st i 3 1 "x14' Ivl single F.J. under1 �_ ' 31"x14"Jul flushbeam min. of one full mesh&wired 1 , ) e - - "R - - -� y flush beam wall above = 1 I = I hot water = e 1 - �- r__ ��, 1 I I I H o l d d ow n Detail 1 , together at 48 oc over 4 thick base �r 1 I I r r P ,� Toilet IN 1 , I 1 I storage tank L0 I �_o Above ;�-- o o i i 4'-8" 24" 8'-8" 16" 8" course consisting of clean sand, a I I Toilet-� :-1-0 _ i , I not to scale N 1 I x -_ 1 gravel, or crushed stone. I Above � rn o_ o_ - M 1 1 N 1 , , I �_� � 3 " J N 1 I I I I .. 1 Pitch Slab Toward Doors I , 1" typical column 1 5 1 1 I _J I I 3- YP r, in in single F.J. under _ , , ---- n r M I I a min. of 118"per foot. 1 " 1 " 2 and footing ^ -- I - - - , , , _ , wall above N I , (slab area=approx. 945 s.f.) 1 °• I -- 1 I 1 i 1 14"TJI-560 F.J. 1 I �' ' 1 I I at 16"oc(18'length) ' 1 I ' 1 '--------� ( I I --� r------------ 1 I I I _________ ____ No. Date Description 1 single F.J. under _ TYP. COLUMN & FOOTING wall above r=-IN = I 1 , 1 Project 1 I I 1 L--------I i = rIN 14"TJI-560 F.J. _ N �� 2 I I 2 I I E 1 pitch slab I 1 r7,d 1 .-,oe at 16"oc(22'length) 1 o N b 1 I I 1 „ 1 �� = 1 , I 1 o i ^I 1 , I ^ HHS 4 dia x/4 steel column A5.2 00 CD 10"1 I I N i �' 6 ' '4" " I '8 on 36"x36"x18" deep Proposed 10"I I ` ,-3" 1 1 13'-8" �' 20'_g^ I 17'-0" , 6-0 I (unless noted otherwise) ' 15-2 " i xm Residence 1 , ______J , 1 6"wide x 4"deep = 2 --------------- 9 tall b k t run Intake and r- 1 ' __ 6 w deep I - 1 • . ` �M. 1 x 9"tall beam pocket r- -- '- -`D- ---- - ---------------- x " adeeam pocket e I I I I Poured Concrete�Fo©tin I , exhaust flues , ---- w/#4 rebars at 7 oc E.W. 1 u through I I I 1 I Top of Wall g 1 Top of Wall P 9 = 1 I I I o 1 _ Down 4 1 i Down 18" ®I 5 chase above ;� 1 ------ gis 1 - --- -- --------------------------- -------- - ----- ------ -- --- {I J m ' I = r = _ , L_____N`D ------------ i I 5'xl0"top plate w 4 1/2" u----------- --- -----r------ --J :. boi er E.P. E.P. 1 r--- r- ---- ::� ----------- ---- - I 1 ---------- -----' N 1 I -,i, bolts(typical)and 5''x10" �1�► li I I 1 i 4"tall x 4"deep I I offset top plate w. (2) 1/2" N 2 slab seat L ----------- ---------------------------- ------ J 1 I E boltsFor �ri� at each side of stair---- ----------L-------1 ---1— -- --1 --------- _ 4------- — -------------------S-' F � I r_------ `� � ^ 18'-8" 24" 21F I F (4) 5/8"dia bolts „ A5.2 I 34'-4" 19 -4 _J I thick P.C. cellar slab step footing up to i 72'_4^ r I I I 6"x6"steel baseplate top of footing(El. 11'-0") 0 36" below grade I 1 wood posts � i - I �' above(typ.) to I I N r------ Top of Wall 4 r--- -- ----n i I , I _ = Down 4" ' ° I r- ' Rachel 1 i i i i I 1 e _� I ( s i_, 1 co , a .. ' N N N e ------------ N _________ ________ _____________________ _________41m, -----------__, r__________________; ______ __________________________ 00 _______________ _________ J - Murphy 00 Top of 00 Wall ------------------ -------- --- - INsloped for step 36" concrete D (4)#4 rebars at 10"oc 21695 Soundview venue steps above A5 2 each way Southold, NY p 8" 1'-9" 10'-6" m.o. 2'-9" 4'-0" 12'-0" 4'-0" 18'-0" Jurisdiction 64'-0" 10'-8" FOUNDATION PLAN LEGEND Town of Southold 15'-0" 74'-8" min. (2)2x6 unless Onot d Suffolk County 89'-8" otherwise on plans Drawn By: �*as�'�.�� "L°4gr 1 TECO = INSTALL SIMPSON STRONG ,/' F4 TIE JOIST HANGER M.P. a A B C EXCAVATION AND BACKFI LL CONCRETE New Foundation Wall --------------- Checked By : 57�-?`�� ,«t1 A5.1 A5.1 A5.2 1. Contractor shall locate and stake out all existing underground utilities prior 1. Foundation walls to be a minimum 3,000 s.i., unless noted otherwise on lans, On Footing -ti - 7's( p. P M.A.M. to any excavation.The utilities shown on the plans are an approximate on the above soil assumption. If other soils are encountered, lower bearing top of wall (0'-0") ---- -------- location only. values are to be assumed and the foundation must be redesigned. Job No. --------------- 2. Excavate all areas as indicated in the drawings.All excavations shall be the Lower Top of Wall 2. Porches, Carport slabs, exterior steps and garage a floor slabs are to be a I minimum depths required achieving clean undisturbed virgin soil with stable p p g g (see plan) 1764 Proposed Foundation Plan moisture content and non-shifting and non-shrinking soil characteristics. minimum 3,500 p.s.1. _______________ The Contractor shall be responsible for notification of poor soil characteristics 3. Concrete shall be air-entrained.Total air content(percent by volume of concrete) OR Sheet Title . to the Architect and shall not proceed with the work until receiving instructions shall not be less than 5%or more than 7%. 'I/4' _ '1 '-O'• from the Architect. / plan north 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the ---/-------/- 3. The Architect has prepared the drawing and specifications with an assumed narrowest distance between forms or three-fourths the clear spacing between OR Fo U n at'o n Plan bearing capacity of 2,000#per sq.ft. and an assumed soil characteristic of sand, reinforcing bars or between a bar and the side of the form. --------------- silty sand,clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement unless a soil test analysis has been preformed as per table R401.4.1 of the and foam insulation, a composite of cement and wood chips,or other approved "---- -------- 2015 International Residential Code. material suitable for supporting and containing concrete. Forms shall provide sufficient strength to contain concrete during the concrete placement 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. operation. Form ties shall be steel, solid plastic, foam plastic, a composite New Poured Concrete r below finished grade unless noted otherwise on the plans. of cement and wood chips, a composite of cement and foam plastic, or other Footing 5. All backfil►shall be clean granular fill. suitable material capable of resisting the forces created by fluid pressure of fresh concrete. ,�� _� 6. No Backfill shall be permitted against concrete or masonry foundation walls Detail Symbol (foundation plan without floor framing or proper bracing as required to prevent damage to walls. details located on sht.A1.2) 2 2 Sheet Number No Backfill shall be permitted within a minimum of two weeks after pouring. The Contractor shall be responsible for any damage to concrete or masony wall. am 7. All grading to drain surface water away from foundation walls at a minimum Required Hold Down Location (see detail) at a minimum of 5% slope. I I I I • I � Typical Siding- Plywood I I . � I ice and watershield underlayment over plywood sheathing I I II I I (2)2 x6 treated to foundation II _ (1)2"x6 Treated Sill Plate thickP-c. slab Sill s �•, 4., I I pitch slab 2"thick I Coated Copper I Floor Joist I Coated Coppe I bluestone avers pitch Y8"per ft. Termite Shield Bluestone Paver Termite Shield I P I I s I r�\a Sill Seal Insulation El. 20'-0" 1 Porch Slab I Sill Seal Insulation El. 20'-0" o.1f' I see Ian I r-_ ' C ( plan) •- I thin stone a Anchor Bolts ° a KA Anchor Bolts I I _ ,c veneer to o m a o (see Anchor Bolt Dtl.) I''• II •° e I a 2 2"x6"treated I (see Anchor Bolt Dtl.) I1 I be selected 7 o 0 El. 20 0 ( ) II II o ° i 00 I 11 _. Sill Plate I i i a down 4ch slab Slab on Grade—=-e p• II I Haunch II I II I finished ° I Slab II Coated Copper (see plan) J1 n 1 10"thick Poured Concrete Q J) F grade below 0'-0" I • :�� Termite Shield • .cam q n I El.varies I II Ip o° (El. 19'-8") Arch itE) ct Foundation Wall I o o Sill Seal Insulation I o I I Anchor Bolts o (see Anchor Bolt Dtl.) J) I 21 Main Street Stony Brook NY 11790 I -�. o z o, �-� 'Bentonite' Bentonite' I o. o y E I of �'4" 6" waterstop waterstop 10 thick Poured Concrete a I °' waterproofing Provide 2"x4" KeyProvide 2"x4"Keyo „` Foundation Wall °: waterproofing I phone. 631 686-6585 I ° to grade —poured concrete fax. 631 686-6786 1/2" Premolded Filler 1/2"Premolded Filler g I P At Perimeter of Slab At Perimeter of Slab I foundation Wall email.I Poured Concrete ma . MMacrinaC@optonline.net Provide 2 x4' Key I Foundation Wall — ° I web. MMArchitectAIA.com I I ` Cellar Slab I Cellar Slab = i •o • '° EI. 11 0" El. 11 0" ��_- (see Ian (see Ian a• . '- I plan) I p ) - °o se plans are an instrument of service and are I - •. I - °• El. 11' 0" The ' I 00 (3)#5 Rebar the exclusive property of the architect. • o'.• I Compacted I .. o Infringements of the concepts and design ideas • o N I Clean Fill I �� iv I presented on these drawings shall be prosecuted (3)#5 Rebar to the fullest extent of the law. Copyright 2019: N o I (3)#5 Rebar - - El. 10'-0" I (3)#5 Rebar .. _ - - _ ' — - �_ _ � ��r—� 10'-0" 16" no part of the plans 1tmay be eproducedwitho reserved, N s I EI. Compacted�4" l I EI. 10'-0" I Compacted 4" -- I the expressed written consent of the architect. Clean Fill M Clean Fill " i 11111 z i 24„ 24 3" Typical Porch I " I 24 I Drawing Status IILL Typical Garage Fnd . wall Typical Slab Seat Fnd . wall Typ. House Foundation Wall e= Foundation Wall I I I I I ------------------ -----1-------------- --------------------- -----------------L-------- -_------ ----- ----------_ Issued for I I I I I I I I ■ " IConsti'uCln 1 6 -0 O.C. 6 min. I I I 12 max. I I I I TYPICAL TYPICAL I 12" 4 I I SPACING CORNERS I tread I I E E I I 1"nosing I I io N G �*. Top of Found'n I s I #4 Rebar `e Dates Simpson BPS/8-3 . I each Tread x I Wall (0'-0") I hot-dipped galy. i • • . a• I 3"sq. Washers& I °° 1/31/20 Issued for Construction I Top of Slab I End Nut Setup I 36" I i "• I Finish Grade I top of I .• -. d +/a ;.#4 Rebar I 2/23/21 Updated Code I bolt4) I �, _ (2)2"x6"treated sill plate j I +/+/ • 00 �' •, (see Found'n Wall DtI. I 04 1 �/. �Haunch Slab 5/8"dia.Anchor Bolts a I I +°� E I I ---12"� Found'n Wall I poured concrete - 4 I I fundation wall i I Typical Tred Detail Typical Base Detail TYp. .Stepped I Slab Edge Detail gip. Anchor Bolt Dtl. Footing Detail I apical Concrete Stair Details I 3/4" = 1 '-O" i Not To Scale -1/2" = 1 '-O'• ;: .. = 1•-O.. ------------------------- -------------------------------- (-------- I No. Date Description ------- -,------- -------- -----------r------------------------------------------- ---------- I I Project I I I I I I I I I 12" pitch tread Proposed Tread 1/8"per foot I I I I I I == =Porch— --___-___-_-___--_-- _ _ _ „ Residence I I exterior wall I 2 Thick Bluestone Treads floor I a o 4. o ` ++ I joists Ia a °o - - Thin Stone Risers 0 . d 1 Finished Grade For I 16" ' I o - _- ° ------ ---------------- --- - - --------- ---- /� I I Timber strand '� � � �. I o a I rim joist TE � o o. I Timber strand ��.. - I a s a a I cross blocking _/j lc.�) Rachel Iat 16"oc a N I I °, I d � I Foundation Wal ° 8 I foundationFI wall I Murphy Parallel Rim Detail 12" 21695 Soundview Avenue nts Southold, NY � Not To Scale I �� T ical Porch Steps y}Y, p p Jurisdiction I I I I I I Town of Southold --L--------------------------- --------------- -- Suffolk County I . I Drawn By: ! i floor joists , (see structural plan) M.P. A. I f 1, ) concrete Checked By � / 'f,k, �� landing - M.A.M. I c. foundation wall u Job No. A p (see fnd. plan) I 1764 i' i�r Cellar Entrance Unfinished Sheet Title f � ' Cellar I 1 Foundation Details I c slab (see fnd!plan) (see fnd. plan) a_ A5.2 I ' _ _ _ _ to of cellar slab I 1 I I I i A5.2 I Sheet Number I drywell I Section I thru cellar stair I i A B ° NOTES A5.1 A5.1 A5.2 A5.2 �"• 1. See sheet G-2 for insulation specifications. `_; x- -• - . 73'-6" 2. Install all smoke detectors throughout home 16'-0" 38'-0" 19'-6" as required by the 2020 RCNYS, sect. R314 and noted on sheet G-2. � � h -va � ' 9'-0" 19'-0" 1C-o" s'-9" 9'-9" 3. Install all carbon monoxide detectors throughout KA of post and of door and of post and home as required by the 2020 FCNYS, sect. 915 and bedroom -a C:� r i n -a living room dining room noted on sheet G-2. �/ -- i------1---- - - - - - -- _ - - ------------------------------------------------- ------------------------ ------------ � 4. See sheet A6.1 for window/door schedules. /krch itoct _-- --- ;J------------------- ------------------------- ---------- ;i __________________ _________________________ ________ ; 1 0 5. See sheet A6.1 for interior details and specs. CELLAR ENTRANCE 21 M Street St k NY 117-- - { - Main ree o Brook 90 ' Covered - ;-- Stony B For cellar stair dimensions - Uncovered Porch see sheet A2.2 : , : : - -- -_1- phone. 631 686 6585 - - - = r r Patio #2 I 1 I 1 -------------------------------- fax. 631 686-6786 -__� i i 104 104 �\ 104 104 I ____--1'' email. MMacrina@optonline.net -; ---------------- -- -1 web. MMArchitectAIA.com - T These a I �1 - _' •-ic•� L____-__ L_ _ a plans are an instrument of service and are ' i- r ¢ LO II -- the exclusive property of the architect. (-. -L -. 107 5 "--i=-== - ---- Infringements of the concepts and design ideas 101 101 - 101 101 '-� r --- presented on these drawings shall be prosecuted r n I I -� I I n ++ I' 3: r to the fullest extent of the law. Copyright 2019: i "' 1 1 1 C' = 3 A6.1 II - I - -- Michael Macrina Architect, c. All rights reserved, P 9 I I 5 I I I ,5 dn. 5 5� I II I I � � co A5.2? � `-----; � - no part of the plans may be reproduced without I ci o 6 I ++ 2 In 1� 1„ n 1; - the expressed written consent of the architect. 1 �6-44 6 -42 6-44 18-7 ll o -\- 101 5 O I I 1 1 1 1 1 I ++ II D A6.1 I I I I I I 1 1 Dining 10-1 r 11 I dn. 5 I I I I I I _ I I u 108 1 , --- - Drawing Status S.D. I I I I I I I I O II 1 r0 I I 1 1 I I 1 1 Room clg. o L r at at , I I I I I I h I I I „ I I 1n I I I I I I n 5 „ u 1 0 51 °° I 152 _ 1 1 1 1 ; 15 1 I „ I I , » I I + n " 17-1 20-0 17-1 18 2 II 1 b 3-+, i 1i`�toilet 1 1 11 ! a 111 CL CL r 2 �-4T }Y i above I 1 1 1 ; a� r, �1 • - •' / -- --� I I I I ; roll N e w M \ 15'-1" 202" __ ` - ------- --------------- J L---------- wrap posts �i i S S ed f"Ott, r N ~N 3 waste--------I I--------- -i r--------- - 1 handrail II ` r c " I I I I rIN I I ---- - - 11 1 I='! co �'` stack I I I I I I built-Irl 1 ■ % M 1 ' Living 1 1 1 1 - ' to code q 1 0 1 1 g ' 1 11 Construction �v. ,`� , jog flue to chase above' 1 Bedroom #5 plumbing wall 52" 31n 10'-1" xl I� 48"wide pre-fab gas Room i -I 1„i i counter ove hang r i MCCovered o line of foundation wall below 00 1,� \ �2 Clg. "' fireplace to be selected i iN 10'-1" i i CO 52� 1 4'-1" 12" 6'10" 4'-0" ;d.wl r 5 0 o Installed and vented Clg. M o- Dn. t4" N r o o I I I I I ---- - - 5 v c Island Porch o .-u•, through wall as per I I 1 1 1 r ----"' manufacturer specs iiii - - - - if----- A6.100 3 ----r------------------�-------- - ; 1 �N ----------- ----J ----------------J L---------- Wra mlCroWBVe , 1 _ Dates I 17 4-8" ti-8 ---------- ----� r-------- -------1 r---------a- posts i ; under I si 1 i , a es . 109 i \5n r 1 1 1 1 �N sink ; ; cabinet 1 I '( o I �n 1 Garage Drywall Note _I g U p ) -, i i i i ____L_________J_______1 --_T_ - i i �N 1/31/20 Issued for Construction `�' `----- 9R 10'T 1' 1 1 decorative 1 i 1 pull-out 1 1 v Install one layer of 5/8" a-x sum Bathrrn. line of 1 I beams above I 1 1 n " 6" Kitchen trash cog i 2/23/21 Updated Code y typ gyp floor above S.D. 1 1 (see detail'4'sht.A6.1) 1 1 1 o wallboard to all common walls in garage o #4 EF 1 i i i i 12" 36 x99 2 1 1 M i &entire garage ceiling &one layer of � Tile Flr. landing 10'-10" ' 00 C.M. I I I I I 1 r.o. 36"wide 1 I r ;D 1/2"type-x gypsum wallboard at all interior min. 36"tall 1 1 1 ^ 1 stove ---- -- house walls common to the garage. A - - U p� D n . railing o i i i i i i oven 52 PORCH NOTE 9R 10"T 8R Tape&3 coats spackle r :-- ( ) (10"T) " 1 1 ' 1 1 1 ,7 1 1 1 1 I l - r For porch dimensions M 60 4'-6" 5'' I I I I 1 1 36'ref. - h , 2 I I I I I I I , 1 1 i � ; 1 --------------1- 1- cased__ see sheet A2.2 - ---------- - ---- ------------------ --- o - - - 24" _ built-in cabinets.., To of Subfloor -ic.4 built-irl cabinets is opening dental do 1 i o 0 wide °O - - _ sini p c., o �' -,---w.m. i i dryer '----N_---�,-- cabinet EF 1 „ El. 21'-6" 1" r all 1 closet n EF Powder N 110 1 N 5 0 1„ _______I I_vent to__; 1 - 1 Tile Flr. , _ 52 exterior -- 1 The Flr. 15EHVAC `� 52 52 = 3_n 52 N Room M Garage ' n l n M n 17 + n 2 n Powder r 7 51 g 52 --- -- r-- �I __ = 10-'72" - 6-0 0 9-1 5 0 4-6 34 9- _ - 1 _ - cal 5�n I -- Room se N „ s.D. O r N " ! - - --------------------- No. Date Description 0 10'-1" Laundry, - _ i00 CI � � I #1 closet ,�, IN Foyer N � � � � ® ---------------------r, 1� I I g Room ------ Pa to Project -a - -- - C I � ------- sad a 1- - L- J C � -=-IN ---I - Tile Flr. � - !® ---- --J 0 ❑D �-IN N -I open to rn � C.M.0 M � --- 5 -� ---I--- ----,---- -----I------------------------- ------------ S O - _ saddle sa w. above � � �_ >Z Q ' Q ddle � n -I 727� 2_5 '-42" 111 I 1 1 Proposed u> in I I co I I o ; 1 I i -- --- `---- E - 1 n N I � N �I I .-I� tD I I Q ----_� N � I i i�-� E i A5.2 I �N Den 10='I" , ; 1 _- A5. o _ 10'-1' N 1 1 0) o� 1 I o u� = I I -1 -I 1" 3 5 3 N Mudroom Clg. 01 ' �o O �O 1 1� S.D. CI . 1 1 52 2\ 35 O I 61 _ = 1 lm I 1 ; ; Residence 1„ ;n 01 ' N N` 1 1� j n dn. 5 1 I 15-6- r 1 ' �' 1 1 2l„ ''S- i i ---- -- r i 2 13'-10" U 5 2 17 1 1 I 0- 1 a 1 o- - -l- �- co r� . N 1 O N - - - -1 51n /CO --- I - --- ile �, O cubbies 7L� --%above 5 5n 1 1 N 1 N N - r --- 1 --Ic�I 1 3 wa to A6.1 For 1 _ " KN c" O bench _ 1 102 L0 103 0 r I stack 1 1 1 -- - - -i chase - I N dn. 5" 11 I 1 1 1 1 --- -IN -� --I I F �c� 105 I i �- [ 101 101 1 1 1 I v 101 101 101 i 1 I - -r_i -� - �J: A5.2 r 101 0 1 N ti 0 0 �' 1 ; -1--- - �5.2 PATIO NOTE Covered I I � ------- - - ---Uncovered — - -- i- For patio dimensions -- -- - - - -- Porch 1 --- -; ;I ; -- Patio #1 =� f - --- 1 ; 1 1- 1- 1 -; see sheet A2.2 ❑ l -- Rachel u, rn J-------- ! L -- A6.1 ---- ---- -f ® !- j 1-- - ---------------- _ -- - I- ----_-_------,- ; _ ' l 1 - ----------------- ------------------ ------- -------L­-1- urph WW", ! ---- --r----------- ! ! j ii tanode I LA: ----------------------- --- - _ I I I � I I I I I O C i I 1 I I I I L__---------- ---------------------- --- - -------------------------- ----------------------------------- 21695 S o u n dvi ew Avenue step 'I------- ---------------------step----------- -------------------------------------- ------II Southold, NY of door of window of window of door and of window of window Plan Key Notes Jurisdiction „ „ „ foyer „ „ „ and office „ 7-0' 18-0 9-0 2-6 7-6 7-6 2'-6 9-0 9-0 A Custom Shower with: Custom tempered lass enclosure. Town of Southold 34'-0" 20'-0" 18'-0" -1,-6" P 9 -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over 73'-6" thin set mortar over Schluter-Kerdi pre-sloped shower tray over Suffolk Count/ thinset mortar over plywood subfloor to be installed by manufactures specs or other approved waterproof pan system (see detail sheet A6.1) Drawn B I A B C AD Y� A5.1 A5.1 A5.2 A5.2 -triple 2"x4"curb M P ;A �3rj , -Secure the water supply riser from the shower Ga =a►� valve to the shower head to the permanent structure. > r ` -Shower to be equipped w/pressure balance control valves. Checked By : ��'q A. ,'y�" ✓�-P „ FLOOR PLAN LEGEND -Surround to be tile over 1/2"cement bd. M.A.M. ' " : IG'� �- -t Proposed First Floor Plan -Shower seat(16"tall x 16"deep where shown on plans) ,, ���, .STRUCTURAL POST ® -install 2"x12"blocking around shower base between each stud. Job No. / -� min. 2 2x6 unless noted tv plan north otherwise on plans I Q i 30"wide x 24"deep x 36"tall vanity with 1"filler 1764 O to I;1 counter top to be selected by owner Sheet Title 1/2"Gyp. Board 1"x4"casing 6 NEW FRAMED WALLS N (typical) g unless noted 36"wide x 24"deep x 36"tall vanity with 1"filler otherwise on plan TALLER/LOWER WALL or First 1 ' ®r 1 i P counter top to be selected by owner 1/4"reveal (refer to sections) (typical) \ (1) 14"deep shelf set 68"above finished floor - Saddle to be Door ABOVE SUBFLOOR A.S.F. D and metal rod set 2"below shelf . : :. ,. 1"x Flat Poplar selected Max. slope of 1:2 to be painted SOFFIT / WALL CABINET � (5) 14"deep wood shelves to be painted Tile Flr. o SubFlr. ABOVE ABOVE __ _ _� IJ space shelves equally Shim Space - E P q Y .::::..::.:...:.:::.::.:.:......... � Wood Fir. 72"wide x 24"deep x 36"tall vanity with 1"filler TECO - IN STRONG :_-:.:::::..::::.::::::::::.-::::::::::.::.-::::::,�:::.-:.-::: STALL SIMP ON STR F mud base counter top to be selected by owner - - - - TIE JOIST HANGER EXHAUST FAN EF Sheet Number Rough Opening Blockin G 108"wide x 24"deep x 36"tall vanity with 1"filler 9 (min. 100 cfm to be vented to exterior) counter top to be selected by owner (see plan) Ty p i ca I Door Jam bAF% ::}� Required Hold Down Free Standing Bathtub: Typical Cased Opening Detail from Corner T ical Saddle Detail Location (see detail) ID -42"x72"tub tobe selected " 3.. = 1 '-O" 3.. = 1 '-O" 3.. = 1 '-O.. A B C DYE is h za 4a 1 steel or alum. handrail to be painted, 17'-8" 47'-0" 91-0. 29'-5" ii n -a handrail height to be a min. of 34"and porch floor framing porch floor framing patio on grade KA a max. of 38"measured vertically from the sloped plane of the tread nosing and 21'-44 24'-52 91-0. 141" 0 ­ 1 4 120-5" 17'-0" t shall be continuous for the full flight cf porch roof framing porch roof framing /krc; hitE: of stairs,from a point directly above top grade descends 12 ill 51. 5j" riser to a point directly above the lowest 23'-62 141- 7'-41- 21 Main Street Stony Brook NY 11790 2','- 41 4 riser. Handrails shall terminate into the EL 21'-0-] . 1. *4 wall at bottom and into railing post at top I EL = 20'-7-9 grade descends phone. 631 686-6585 and shall have space of not less than 1-1/2"between wall and handrail as per 04 fax. 631 686-6786 steelor alum. grate cover --- ---------------------------------------------------------------------------------------------------- ------- ---- ----------------------- ------------- -------- ----- sections R311.7.8 of the IRC email. MMacrinagoptonline.net to be painted with a 36"x36" ------- ------------------------------------------------ ---- 1 4 web. MMArchitectAIA.com access door that can be I C) st'/_1— ❑ rn I ❑ i ZI -------------------------------------------------------- a " 1. removable from inside as Pitch Y8"per ft. 1131 6"A"P.T. posts to be These plans are an instrument of service and are per s T LO LO the exclusive property of the architect. -0" JEL 1 _KN r__ F sect. R310.4 of the IRC I - ---. ­__ C14 --- wrapped(typical see Infringements of the concepts and design ideas 20' U --------- __T - I 1 1 2' F0 ncovered ",.I- - 0. detail sheet A6.1) —31 to presented on these drawings shall be prosecuted 17'-0" 200 to the fullest extent of the low. Copyright 2019: 0 Covered landing Patio 7'-2 C4, Michael Macrina Architect, pc. All rights reserved, 00 Porch no part of the plans may be reproduced without -------------------- e expressedwritten 13'-0" 4'-0' EL 19'-i� stair landing I I fiw�naowWpll Ff�L =72 1'-1" 1 11 -;below Ir3- 'b T Un, covered I H : FI) I -_;/j 04 -KN Drawing Status Drawi L--------- --------------------------------------------- 4 F------------- t L Pa 1 04 115 4 j4 141 2� F_F_ 1 5'-6 8 6 _rG 1 1 2 1� T1 I . J�I down 5" NV2 n 5" T, down IF - C) EL 19'-2-1 AIC unit A/C unit 13'-5" 331 IC14 EL 21' 7 1 EL W-F] Issued for '77--l-I '' I min. 36"tall I. a Cons ■ KN foundation guardrail from -( wall below top of foundation I I I EL 21' t uction i a) I I I I I I I I �' ; NII NI ; � ; I '! � \� I tv ----------------- II I J L----------------J L-------------- 2"thick random 1� ' I ' �, ; down 4R at -----------------i r----------------i r----------------- patterIn bluestone ±6"each pa e ve o to [Dc>wn 7 ---- co v rs 0 c s 14R concrete slab 0 ±7Y4") to code ------ 1 Ca Dates E 1/31/20 Issued for Construction Cl 0 I----------- --------- Cl C) 2/23/21 Updated Code 0 -- I concrete High Point pitch Y8"per ft. 204 Qz;o I �V' " -" I- - [Ei Pr) LO C:, " landing T<--Dn. ±, EL 19'-9" 0 --- LO --------- ---------- --------- 0 T CL L----------------J L----------------J El-, 19'_'5''J, -------------- L i 51 ------------------1 r----------------1 F---------------- 1 16-0- 2, 1141" 4 -4 --------------------- 17'-8" I 1 16'-0" 12'-5"— Covered -KN C, C) LO ILD Porch _CV r- 0 C14 2 r) CD 0 4__ C*4 F No. Date Description I I 6"x6"P.T. posts to be- 0 1� V L I 1 1: 1! 1! -----------------L I--- ------------- ---- 1 "0 wrapped(typical see OL ------ ----- ------------------------- ----- -------- detail sheet A6.1) Project ---------------------- -------------- -------- Po I -------- 4-4 1 30" /L 130"i by o ers ------------ ------ ------------ F ------ I base/ 8'-2 lba e Propose d ------ -- -- to structural beam I EL 21'-6" LO C) R es i d e n ce 5-93' -------- - ------ ---- 4 51 —-------- ------ EL ±19'-O" 2 ------ ---- --------- ------- ---- '5-41' 4 IL 11 down 5" 52-4, 4 —5-44 1 Tj E For 41 E� ------- \ EL 19' a) a) Low Point 'V 15 EL19'-6" ------------- ----- ---- - --- -- -- -------- - I 1 I I ;down 5" Rache l EO Covered down 4R at ±6"each __T 7 F Porch I /*F T u r y 2" 4"-2- -5"4'-2 11'-5" 4'-21 18'-2" 1 17' 1, 20" 130", handrail- A5.2 I � A5.2 E to code as I base basel �ase _7 - ------- 2"thick random Rcl:) 21695 Soundview Avenue 1 a) I I rltI pattern bluestone 4;T pa e e CO CY) 0 —In j C) i 1 20 LO --7- _J- co c rs ov I 0 concrete rete slab LO C) Southold, NY r down 3R at -'0 -1 C14 LO "I 5 ±6 each EL ----------- --- - 0 --------------------- ---------- pitch Y8" per ft. _104 'KN J r- --- tO------------ ----------------------------------------------- ---- ---- ------------------7------- -------------------------------------7--- Jurisdiction Fol 0 i---- I- . n ----------------- ------------------------------------------------- ----------------------------------------- LO down 3R at±6"each I EL 19'-0�' ------------- ------ ---- ------------- I I I I --------------------t�------------------------------------------------------------------------ ---------------------------------------- ----------- Town of Southold step ------------------------- ----------------------- ------------------------------------------------ Suffolk Couril step 6"A"P.T. posts to be L--------------- ------------------------------------------------------------ wrapped (typical see Driveway detail sheet A6.1) EL 19'-6" Drawn By: EL 19'-6" M.P. 010 13'-63- 54 51' 1" 91-01. 5 4� ra CZ 141' 141" 1 141"1 �5 _63' 4 2 2 1 g'. 141" 4 4 2 1141-1 4 4 Checked By: T T T T 20'-0" T T T T/ 51 54- 51" 52 M.A.M. 2 67'-71- 141. P 2 10 8 4 , Job NO. porch roof framing porch roof framing 1764 15'-0" 64'-0" 10'-8" T porch floor framing porch floor framing Sheet Title 74'-8" Porch�P, do Plan A B C D A5.1 '�A5.1 A5.2 A5.2 Proposed Porch/Patio Plan Sheet Number : 1/4" == .1 .-0.. plan north ------------- ------ ---- - down 5-1 -7 I a) "1 -1 down A B C D A5.1 �` Typical ical Roof Deck Construction $:s 5T-6" 5/4"x4" Decking set level over tapered 2"x4"P.T. Sleepers at 16"oc 2'-0" 12'-6" over pitched EPDM Roofing System `'- 1„ » (tower) over pitched 3/4"CDX Ply. Sheathing 5-4- 13'-5" 9'-4" 11'-8" 3-2 6'-3" 6'-3" over tapered 2"x furring over floor joists at 16"oc KA i I� h R � i of and of post post of post of window of post and (pitch roofing to scupper as shown) see detail'4', same sheet Typical Roof Deck Construction bathroom tower ( ) as r i n -a 5/4"x4" Decking set level of ridge above KA overtapered 2"x4" P.T. Sleepers at 16"oc ------------- ---------------- ----------------4 -------------- -------------------------------- ------------------------------ over pitched EPDM Roofing System 4'-8" 4'-8" ArchitE:� ct ----------- ---------------- ---------------- -------------- over pitched 3/4"CDX Ply. Sheathing equal equal ! 0 over tapered 2"x furring 5'-113 over floor joists at 16"oc 5 5 tbelowm 206 M�� s 206 206 206 5'-1 4" 21 Main Street Stony Brook NY 11790 O v O O O (pitch roofing to scupper as shown) A6.1 A6.1 to earn I phone. 631 686-6585 see detail '4% same sheet l o elow ; ! 205 205 205 205 fax. 631 686-6786 202 , I 202 202 r,�, email. MMacrina@optonline.net O O O . O --- --------------- - - -----------_-- ��3-------- ---------------i web. MMArchitectAIA.com o = ----- - _ 202 202 ------------- -- - - , -- ------------- ---- 207 i� j These plans are an instrument of service and are co -- all n over wall below i� I -- =- =- iE -- 5 205 206 K' ! the exclusive property of the architect. �________ _ an window seat � - I g o P P Y G - A6.1 = Infringements of the concepts and design ideas r------- t312 ----------------'— ----- ' UI r`- " �� „ _1„ ____ C' presented on these drawings shall be prosecuted 10 i " " - - v A5 2 to the fullest extent of the law. Copyright 2019: A5.2 2-$ 5 `n 9- `n cn ; o Michael Macrina Architect, c. All rights reserved, �iN �c.� sloped ed ��, 5 saddle 10 - = 1 saddle 8-3 39 6'-g „ 2 p� railin ver cl j j N no part of the plans may be reproduced without „ » /' CU I 5 : ' the expressed written consent of the architect. p �iN Tile Flr. "' 1 11 -7 205 2 g wal a A6.1 O 1 N rn 0 I 2 O !. to be 36" 3 ceiling l align door location I = _ 9 0.2 _ I r` off deck min'. athrm. - EF PP i P 5 i ; cD 0 - - with o oslte open to 52" 18 5 #3 1" door 1„ bedroom door i above A6.1 I j i copper N Drawing Status 0 24"tall,2x6 framed wall " 3 I- '- I" 132 32 12'-0" 5 i 205 206 ----------- �j ��' scupper; '- O ! c., sheathing each side ith ' "= fi epla e 3 vent = i C. at 16"oc with 1/2 plywood 12-0 = '_. Roof ---- _ . F _ ��" „ Deck 5/4"x12' 'Apek'tapered cap o M flue ,�,; - stack Bed room cD I 1 V-6" �P P w/1 x4' apron each side M I CIg. 5 205 206 ' Bedroom � - #1 closet ❑D 18" tJ: #4 T-o" 10'-1" 18" - - Issued I ❑ - #3 _____________ __ N E seat R - , co 9'-1" _ 5 » 9-1 39» 0" M linen g o ----- ------------ - o, ; "'� 3 ---------------- --------------------- --------- --------- ------------------- plumbing CIg. 12 i 31" I 0 �N S.D. Bedroom 18" - Co n Sru C .I 1 wall 1�� ---� 1„= 11 decking to j 202 32 3- 3 N -, �be selected N� ------ ------ r C*4 / S.D. chim ey O /2 #1 15-0 ab e f 11 -0 �, '- � ---------------- --r-- I I t = 9,-1„ 1 _ �n1 ere a - o 0 3 n "' "'cased o-penin " " CIg. `V ; `V 1 ---- » 32 - .I, I 52» 60 " 4'_8" _ 22" 42"x87" = 35 " 3 5-8 „ 5'-3" 5 1T-1" 208 I o _ i r.o. ------------ - --------- built-in N O _ ! ! » E N linen _ T A ° ;° 0 3 ❑ ❑ closet top of decking ! ' Dates u" landing D o w n 1 S.D. to be aligned ! - ! 1 T ! _ with subfloor' � 9 0" --- -- -- -------------- -------- ! � � � I 5 _ ! = Issued for Construction = a - - 9 » » 1„ 1» ------- 1/31/20 �N o o ! ; Bathrm. o ! Hall U ----- - 2fi „ » » 6� /5 52 - 5 3 i 3 i --- � 48 x87 1» 1» 2 ! 35-" 1 9-1 13 0- 4 I 2/23/21 Updated Code railing over wall to $)�2 F i =KN i r•o• 2 2 I ; to beam d b ! 6' off deck min: Tile Flr. j min. 36"tall - S.D. I r- I - ------- ;. : i below 202 i 3"vent j , ' ' railing ^i pull down attic; I I ------ O - _ - - E pitch roofing ---------- M o , , b'e 3 T = stack o stair discuss I i case = - o ! D9R 10 ! i g2 C.M. exact location L-------- --' 13 o n`�' opening ❑ r ' % copper' Roof I ( "T) ; 1°� with client for ❑ = I a I �n I o a"/ft. 'co er ; L Deck #2 16 ' ' » U L—J - ! - - f' i i B '- " �, close scupper er, _ ! ! PP ! ! min.�. 36"tall ----- ----------- PP N PP 4 6 6 8 a•in y ! -i $cu er i g ------- _ Hall - Batl1 rm. , - -'A- j ! 24"tall, 2x6 framed wall o i ------------------- ; I E----- pltch,roofin9 saddle �N =� - �. ! o _ at 16"oc with 1/2"plywood - 9 1 ,. T Ya /ft• M _ �iN sheathing each side with O "' ! 1321-1 0 14 Clg -------------- - - - -- ---------------- ---------- », , ! ------------- 204 15 31» 5-, ;1 saddl1209 --------- ---------- 5/4 x12 Azek tapered cap 2 1� 5_" - T w/1"x4"apron each side 15'-0" 5'-3" 9'-1" 2!' top of decking T-8" 5'-0" 2 9'�12" a j to be aligned l ❑ M o� ! 3 1 g Walk-In ;; : �,N : : H i 52 D„ �N shelves D ;; � l 0 209 -------------------- ---------- ------------------ No. Date Description Bedroom _ _ - - _ -- ---- ------ ------ -�---- - » , w1 su oor o - 6'-0" 9'-6 " M �r, T - j i to wall 't` 2 ❑ ❑ Closet ii 26, - i- I 5 j below i I decking to 1 - #2 9.1'. = open to t door - t j Project I be selected ~. I CIg9.41 2' . c° below _ _I #� ,;: i ! A6 1 E of ! -------- CIg. ! cj in CIg. " 1„ µ . EF Tile Flr. 209 A5.2 i : - - 1» 5 1» _ 51" 1» 5 ! �-'. r , -„ 1» T ! i E Proposed -- 2 2 30 » / » 32 /2 52 » " 4,_2» a, seat 32 N 6'-1 52� 301" 5�„ 5,-93» ; N A5.2 12-0 391" 42" 9-1 ;, 42 60" 2 4 I " terminate boiler -s ICI 2 C • I �' Residence 0 3 o intake and ex ust /"' Walk-in �,�,, ! "'� 0-0 flues throug all hase = 5 " 3"vent _ "' 40"tall 5 Clos t as perm ufacturers i A6.1 10 - 10; stack wall A6.1 N ! ! specific Ions N #2 — 5 ❑ _ I ! I I — _ --- A6.1 - °O - - C ! ! -�---- - -__typical__ " ° !• ! For r ------------- _____- ______ --- --______ - _____.y t_-__________ ' 1 1 -- ----- t--_ - -- --- -_-_-___-___- i j —finished -- - F i ! i 201 201 N —shelf -!flooring _ _ N N T1 201 � ! j o F N ------------ - - ------- --- - -- --- ------- ---------- --- - ------------ 203 202 202 Ln 203 I I I 1/2"Gyp. Board Rachel (typical) 1"x4"casing --------------------------- -- ------------ ----------------------------------------------------------------------------------------------- -- ---------------------------------------------------------------- -- --------------------- --------------------- ------- --------------- ----- ------------- _____________________________ _______________ _______________________________ _______________________________________________________________ __________________________ Mur h 1/4"reveal ---------------------------------------------------------------------------- (typical) 1"x Flat Poplar of post and -_- - --_ -- 21695 oundview Avenue to be painted of post and of window dor below and of window of post and Southold NY bedroom ridge above bathroom � Shim Space s'—o" 12'-4" s'-8" s'—s" 12'-4" s'—o" Plan C1 Key Notes equal equal Y Jurisdiction --_- - - - - - 3'-0" 50'-0" 3'-0" rem Custom Shower with: Town Of Southold lJ -Custom tempered lass enclosure. Rough Opening � �" see Ian 5-94 56'-0" -Tile over thinset mortar over Schluter-Kerdi IDS waterproofing membrane over Suffolk County ( plan) thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be installed by manufactures specs 1711111 Typical Cased Opening Detail or other approved waterproof pan system (see detail sheet A6.1) Drawn B Ia E© j EA B C D Y� q� �a R; 3" _ 'I '-O" -triple 2"x4"curb �,� A. A5.1 A5.1 A5.2 A5.2 -Secure the water supply riser from the shower M.P. icy q� p valve to the shower head to the permanent structure. Checked By:1 / 'p FLOOR PLAN LEGEND -Shower to be equipped w/pressure balance control valves. ' r Proposed Second Floor Plan f / -Surround to be the over 1/2"cement bd. M.A.M. I -Shower seat(16 tall x 16 deep where shown on plans) / �'` , ••.:� ., siding Siding STRUCTURAL POST ® Job No. �°',r �,>�$2 6 'I/4' _ 'I O -install 2'x12' blocking around shower base between each stud. underlayment min. (2)2x6 unless noted y ' y� otherwise on plans 1764 g 30"wide x 24"deep x 36"tall vanity with 1"filler td 6" � NEW FRAMED WALLS counter top to be selected by owner Sheet Title unless noted 36"wide x 24"deepx 36"tall vanitywith 1"filler otherwise on plan E.P.D.M. �/ TALLER/LOWER WALL or nc counter top to be selected by owner / (refer to sections) Roofing N \�. NOTES Second�Fir. Plan Saddle to be Door ,o. \ f� (1) 14"deep shelf set 68"above finished floor selected Max. slope of 1:2 3/4" P.T. 1. T \� 1. See sheet G-2 for insulation specifications. ABOVE SUBFLOOR A.S.F. lJ and metal rod set 2"below shelf - <i o Tile Fir. SubFlr. Ply. ���^s��'o 2. Install all smoke detectors throughout home SOFFIT / WALL CABINET E (5) 14"deep wood shelves to be painted Wood Fir. Ripped ��I'F`;z, as required by the 2020 RCNYS, sect. R314 and ABOVE ABOVE __ _ -� ❑ space shelves equally 2 x4 P.T.- - G2. - ,F noted on sheet mud base 72 wide 4 x 2 deep x 36 II vanity �.�. to arnt with 1 filler Furring - e _ P Y 9 \ TECO INSTALL SIMPSON STRONG F❑ 3. Install all carbon monoxide detectors throughout TIE JOIST HANGER counter top to be selected by owner home as required b the 2020 FCNYS sect. 915 and Blocking Floor o q y EXHAUST FAN EF 108"wide x 24"deep x 36"tall vanity with 1"filler Sheet Number . � -Joist \\ \\\ noted on sheet G-2. (min. 100 cfm to be vented to exterior) ❑ counter top to be selected by owner Typical Door Jamb 4. See sheet A6.1 for window/door schedules. from Corner Typical Saddle Detail D eta i I of roof deck at wall Required Hold Down Free Standing Bathtub: 5. See sheet A6.1 for plan key notes. Location (see detail) B -42"x72"tub to be selected I I Y1, V ISM i c C � c-aC r"i nc'a A rc h i ec 21 Main Street Stony Brook NY 11790 A B C D �/ phone. 631 686-6585 A5.1 A5.1 A5.2 A5.2 A �p fax. 631686-6786 email. MMacrina@optonline.net 6"x6"P.T. ` 6"x6"P.T. web. MMArchitectAIA.com post(typ.) post(typ.) These plans are an instrument of service and are the exclusive property of the architect. L-- -------- - -------------------------------------------- -'--- ---- -----------------(3)14---7----- ----- —--- --- ----- - - -- - W- I lnfringements of the concepts and design ideas _ — — — _ ---------------- presented on these drawings shall be prosecuted --- ------------------------------ ---------------- _ Mi the fullest extent of the law. Copyright serve x 11/ Ivi low rch bea - to --- Michael Macrina Architect pc. All ri hts reserved, _ _ J set top of beam 1U-1"A.S.F. th part a pia may be reproduced without n of th ns12-5 --- ---- ---' 2"x6"C.J. e expressed written consent o the architect. versed s '? outriggers vow 2"x6"C.J. 1 i I (3)14"x 92"M low porch beam �UnCo, ./� Covered P° Patio #2 (3)14 x 92"Ivl low porch beam j I at 16"oc is c outriggers i set top of beam 10'-1"A.S.F. --�- set top of beam 10'-1' A.S.F. Porch X °' Drawing- - I I x - at 16"oc I Status I _ ------------------- ------------ N I I l - - -- i (3)2 x6 I 1 continuous 3 1s„x 951"Ivl hdr. , -- ---in � 2„x st v --------- ------ost --- O a X --- ----------- p (tYP)(4) 6 - - - - - 6'x6 P.T. , P -- 4 2"x6" t-_ ._-p_.-. - - - - -ost 2„x 2„x6„ 2„ N, - - --- 2"x6"CJ., L -- -IP (2) 6" (2) (2) ------ - a6 oc Inuo a r92 h - - 1 i post post post (2)2 x6 - I - ( 9 ) G - - - - jack - line of roof deck above _ I' I G - - - -- Issued for - 2 2 x6"flush cl hdr. - -_ --- 1 - 4 len th i I ,-- - r a Continuous 3 s 'x 8" Ivl hdr. 22'length) run h ader along I ara et wall above I A5.2 s O �I ( 9 ) 9 I I triple 1%a"x7Ya Ivl under I i ; O 9' - 1 I I I 5Ya x5/a parapet I teco C.J.to header -- I { L ' O O O 5Ya'x5/a' entire Vv�ll over all four posts as shOvvn on Ian i I IDiningp p 2 2 x6" 2 2"x6" 2 2 x6 i � P P � � teco �- -- � , post post Ost I I I I I I I I I I `N versallam post I I versallam post) 1 CI I I I �_ -1 _ -' I - I- -- o n S r C I o n LL: a p P p I Room 10 g c E 1 X -? u: C i idown to fnd.below i i I I down to fnd.below) i 5 ° �� C3 Bedroom #5 o 11�> o 0) i i III .� , 1 ,Q ! -- - - M — �; I I . I I �o --I. - - — M =7 U 1 1\ 11 M I I I I X ° 10, , o I I I I III 14 TJI-360 F.J. `"'� double 1/a x7Ya Ivl deck joists 1 3 1', ( I 0 -1 I I X o I I ~ at 16"oc 20'len th at 16"oc 16'length) - i 1 Clg. � T (2)2'X6"11 1-? I I � I I I I ( g ) O I 1 I � M I I `° I I I I set bot. of joists at 10-1' A.F.F. I I _ _______________ I( ) 4 �� --- X 1 O II I I I I post I I I 2 1�"x 14 Ivlflush beam - -----------J ------------- --� L----- ------- - it I o Dates . — — — — — — — — — — — — c�iv (3)2'x6" i i (2)14"x 14"M flush beam i i E I I Kitchen i 1 1 ° „ „ I 14"TJI-360 F.J. post I I I I m I I (2)2 x6 r 1; ; 1/31/20 Issued for Construction P at 16"oc(18'length) 1 1 1 1 I I I lack (2)2"x6" I I I I I I I I, I ' 2/23/21 Updated Code J -' jack I I Living I I 31 1 _ - I I 1 p frame both stair walls I I ' with continuous 2"x6" i i i Room i i - timberstrand studs from i i i i - i i t Covered > top of subfloor to 2nd , s o 10,9 I I �I I i` I�------ �F-J.-----� i a x 14"TJI-360 o ° I I I I ngth) I > Porch r 6'x6 P.T. s 14"TJI-360 F.J. floor late t20-4/a ) I I I - " � � o at 16"oc(8'length) P ( v 1 I CI I 1 �1 I 1, at 16"oc(18'I� i (2)2"x6" ----�---- �N � ! post(typ.) W 1 U ° 11 I I ^III L---------1---------- post I X O I X c0 �I I �----�-------- ------ ------------- I rav O I 1 K I I I I ` Xi --------- —————-J L————————————————J �---------------- .. - v N f0 1 1 i ' ' I ' O triple 1%a'"x7Ya"Ivl under i o i )2„ 6„ f (2)2x6 1 (4 x i i i i I I I I parapet wall above ; �; ; I p 11 I I 6"x6" I I OSt I I Ost C E I Ili — — — — — — i i I I i I I , •` I I I I t 1 1 ---- --------- -- P C f0 , — — — — --------- i I I - I post III 1 c Q I I I� I 1 14"TJ1 360 F.J.FJ11 I I I s „ „ I I= I 8 double 1/a x7Ya Ivl deck joists 8 I I� FO a Stair I I I I I r ----�---- I ` - 1 o Opening - J -- -- ' 1 I I at 16' oc(22 length) I I I I s, 1 at 16"oc(18' length) I to Uncovered double 1%4'x7Ya"Ivl F.J. oo L > I I I I I I (3)ta x 14 M flush beam �- set bot. of joists at 1 U-1"A.F.F. 3 Bathrm. I 1 I No. Date Description at 16"oc(16'length) _urxler bearing wall above _ ___ ____ ° I I i Patio #1 p )2"x61' I I I ( )2"x6" I 2 1 I O x ceal d os do Q I Ip s down 11 I ° con e pot I , o t I I --,---- ) ,NI i o ! Project provide blocking -. 1 ( � flange to beam I I Ito beam (4)2"x6" I I �,� for glass enclosure �; hanger below I I I below post I I rn ___ r�� j J'� �i i o (typical) landing toi op nil I -- i i )13„ „ i i i I i N 1 - -- - i--'-- a x 14 M flush beam ) I°(2 c� ---------- -I 1----------------1 1- ---------- ------ (2 2 x6 �-I Proposed o ----- , ----2"x6" -- ----------------------- ----- ---- ------ jackI n L----- �'------L - ----ost----- -------;---- teco 1 ca I I � ----_ � triple 13/4'x7Y4'Ivl under P \ �- N - - - parapet wall above _ _ - , I Residence - - - --------- Hall closet Powder 1 1 - - ( �,��, line of roof deck above I (2)2"x6"flush clg. hdr. o HVAC \ / _ Room #2 , = 2"x6"C.J. i I teco C.J.to header Garage --- - ------, Powder ( t 16 oc - ° chase - „ „ oyer -�- f2Clom , o (2)2 x6 (4'length) -Laund - - _-----_-----_-----_ r Db'-i - o #� \ / N jack - - - --- 6"x6"P.T. For ROOM 1 - I - closet O „ (2)headerush L (3)TJ7x94'"rlowpbr-ChMam --------- Open ; I post(typ•) 2 x6' to I_ _ __ set to o__f_beam 10'-1"A.S.F._______,_------'. - ack Above 1 i 1 I (2)2„x6„ pantry -- - I it 2"x6"C.J. 1 I r post 5 ! 14"TJI-560 F.J. (2)2"x6" / 14"'TJI-560 F.J. „ E - - - - �_ I I jack �_____ x at 16 oc 1 I - --- - - E -' - - - - - X L I 1 I III at 16"cc(24' length) (6'length) i i -T - - A5.2 triple 1%"x7Ya"Ivl under o at 16"oc(24 length) -- r A5.2 parapet wall above i x o i 1 i Hall i 1 i / \ I 1 I L` __ l -' ° N¢ M MUdroom 10'-1" X i i `� i i ' �'' Den 10'-1" i Rachel _ -- U o Clg• iV I I „ „ ch I I CI -- Lir (2)2 x6 g. zo (2)2„x6" M jack (2)2"x6" 11 i o post _ i s, 15„ 14 TJI-560 F.J. ca ; ___ (3)2„x6„ iv (3)2"x6" P OMurp ---------------------- - ----------- s,. �„ „ jack s i i E i jack •ack 1 (3)1a x M hdr. (3)1a' x 14'M hdr. (3)14 x 92 Ivl hdr. I 1 I j 1 at 16 oc(18 length) --_ I _ _ _._ I I I 1 (2)2"x6"jack (2)2'W"jack I at 16"oc(18'length) > -- 2169 rj S d A I __ _ I each side each side 1 X'NI I i° j ! 12W venue I 14"TJI-360 F.J. (3)14'x 14 Ivl header " - continuous n I continuous /� -r- --- oun v' F% i i -O (3)1a"x9z„M hdr. O ' I i at 16"oc(22'length) U > m O O a 2' O „ „ + �i I ° i ! --- ' Southold, NY I I •. -- - O a e" I I - -- -- x6" 2 2'x6' I_ 2 2"x6" 3 i1- x 9 Ivl hdr. 2 2 x6 G� co cn - - �b 1 1 r - --- Post post naOjl I post post 2 2 U= III line of floor above I' I I o;= ° os A5.2 - --- - A5.2 2 1- x 11% Ivl 1 3, I I low porch beam set top I I co - U - - - - - - X- U _°6) C'\°9 I 1 I ; - --,of beam 10'-1"A.S.F. I I - - m M;��I I 1= ° co o •4 - - - j ! -� - - --- Jurisdiction . U - - x 1 „ „ Covered 1 X 2 x6 C.J. I I^ X w,- 2"x6"C.J. outriggers III I I - 1 - - L- N as co v i 1 I at 16"oc I , i N ro m ao� ^ - . 1 1---- J I_-- Town Of South -- - - --- - - 1 Porch I - I - at 16"oc I I N! (4' length) --- - - -------- ---- -- -i--- -- - -- Southold (3)14"x 11 a"M low porch beam ----- - (3)14"x 11%s"M low porch beam - --- ----- (3)14"x 11%a"M low porch beam ------ --- --- --- - - - - IL---- ------- ---- situ son HUC412 I _ -- - --- - - - - ---- ----------- ----------------------------------------_----- -----_--- ----_----_--------------------- Suffolk Count p �)u _ I - - - - - - - - - - - - - - concealed flange, --- - ---------------- ------- --------------------------------------------- I I ;et ofb am10-1 A.S.F.! hanger to be installed ! i - - - -j P e -- j set top of beam 10'-1"A.S.F. L- set top of beam 10'-1"A.S.F. -- --- -- - -- priortobeam installation '�---- ---- ----------�--............1----=---------- ' -------- ---- ---------------------------------------------------------------------------------------- _____ -____- --___- , I. , I Drawn By: ^� /' 6'-0" 6 x6" P.T. - --------------- -- - ----------------------- 6"x6"P.T. „ „ �3 6"x6"P.T. --------- ---------------------- --------------- ----- 6 x6 P.T. � P cantilevered beam post t post(typ.) post(typ.) ost M. P (YP) ------------------------------------------------- - p (tYP) Checked By : M.A.M. A B C D '� •� A�, Job No. A5.1 A5.1 A5.2 A5.2 =``•;�,��, �����' �®^ 1764 Sheet Title First F, o®� Proposed First Floor Structural Plan �- LEGEND Structural Plan Indicates Bearing Wall J7--Z7- I�IJ Sheet Number : P d KA i M ;Oa, cri n 4Aa Arch itect 21 Main Street Stony Brook NY 11790 D phone. 631 686-6585 A5.2 fax. 631 686-6786 email. MMacrina@optonline.net web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted ____ to the fullest extent of the law. Copyright 2019: A B C ___________________________________-----___--__________-------------------_--___-------------__--__ _-____ ___ _ Michael Macrina Architect, pc. All rights reserved, - - - - no part of the plans may be reproduced without A5.1 A5.1 A5.2 1 the expressed written consent of the architect. I I I � , I , Drawing Status j continuous(3)14"x 92"M hdr. i continuous(3)14"x 92„nn hdr. continuous(3)14"x 92"Iv!hdr. ------------------ ---------- - ` ---------------------------------------------- ---------------------------------------------- ------------- -- -- ------------ ----3„ �, (2)2„x6„ (2)2„x6„ (2)2„x6„ continuous(3)14"x 92"Ivl hdr. I _ --__ -__ - -_ I (3)14 x 92' M hdr. post post post j G --------- IIssued - - i 4 2'W" O „ --------------- ----- --- j G A5.2 2 2„x6, 2 x6" � 2 2"x6" ---------2 2'x6'- I � post 2 2'x6 --- -------------- - -, � A5.2 ■ t 4 2 x6 I post O ) ,, - post post O P L � O Con struction post post p i j P post ^ sloped I - ceiling i i E E -- -� -- i IBathrm. 1C�__ ',v (3)13 " 14" vl_ aiIi 1 lg. to beam U L o (2po{6Xrn E - - - - Clg. X i Clg. = o RC _ _ o _ Bedroom Bedroom N (0 o Io ° o provide blocking c, i (2)2"x6" � ! t #3 0 for glass enclosure #4 ' X i post p Dates X 0 (typical) I I c `� 9'-11. `- I I $ _ ^ 9 1 Co o closet linen - 4 . ; : I C19. 1/31/20 Issued for Construction g CI w- o __________= closet I ' .rI _�—-----—----—----—--- II, 'I j 2/23/21 Updated Code (4)2"x6" (3)1%4'x14"Ivl flush beam O --- ------------------------------------------------------ -- post post x ' ----------------------------------------------------------------------------- jack x'N (2)2"x6 (2)2"x6" I Roof jack jack j (2)2"x6' a, E I Deck _--__-- jack AhIr Bedroom #1 j (3)2"x10" hdr. linen (3)2"x10 #1 0 frame both stair ' Its i j j closet ______-__-_____ built-in X Y t b t t ! ! O zo o �� with continuous 2'x6" closet I ---------------- --------------------------- im ers rand s ud fr m , E I Clg I t n 0) I —- ------------------ top of subfloor o d i ! i � c o I floor plate(t20'-4 �' 2"x6" 2 2"x6" I % Bat -- -- -- - - o N I (2)2„x10"hdr. I (j ck (jack r------------- ' hr (3)2"x10"hdr. (2)2"x6 No. Date Description I I N - #2 <1 ! I o o a d o _ ck 1 I I - o I- n ------- ------ (0 0 Hall x ; ; X --------- I I pul ow .a � X `� ttic stair Project ----�----- CV c8 v I r, I I o 0 post N linen (2)2"x10"hdr. closet I I i Illj , � I p r I r 3 1 x 9Y' Ivl flush beam I 4' 2' Hall - -_------ - _-- - - I I - -(Dclg �_ Proposed Roof - -- !Deck s (4)2„x6„ ii I I ! jIIpostResidence I I I #2 �' I r----- --- - ---- „ I I I ' I o I I I CO I 2po t6 Walk-i n I ------------------------------------------------------- , I _ 7 4 3 62 I 1 �N - 4 r Clg. I I -J E a Closet " a X ,----- ----------------------------- --- ---------------' 0 -6 4 M� 1 1 I I 11 11 II U ;! open to ;j #� I 2"X M I ICn Bedroom � _ below : I I ) I I ! I I I X U ll Walk-in - o - iv CI 1 . , - c -- - - #2 o Closet E r V II li II g ! -- - - - 60 --- --- 1- --- A5.2 ; I M ;; #2 !; l =[ Bathrm. $ i A5.2 (2)2"x10 C.J. under ( X 0 j dormer walls above I ;i (2)2"x10 C.J. under o Rachel 9'-1" `I dormer walls above I (center under CI 3 1 "x 14" Ivl tT-11" 1 g. O %a :i (center under - - ---- j dormer walls) I low beam soffit height h 9 dormer walls) fling I I ., i Murph .I II .I II , l ,I I I (2)2„x6„ post6 ii (4)2'W" ii I (2)2"x6" I - I post I -- ---{2)2"x6"--- --- — post post 1 —post ----- --- ------------------ ---------------------- - ' -- --- -- -- ------ ________ 21695 Soundview Avenue ---------------------------------------------------- -r--------------------- ---- '-r------------ - - ------------, continuous 3 1 "X 91"M hdr. 3" 1" ' I . I . 2"x10"�.J. , ; I F O a z at 16'oc - _ - continuous(3)14 x 92 M hdr. j F Southold, NY ; I —(20'length) I (3)14"x 92"Ivl hdr. ntinuous(3) 4"x 92"M h (3)12"x 92"Ivl hdr. uric ictlon I Town of Southold Suffolk County I --------------------------------------------------------------- ------------------------------------------------------------------- ------------------------------- ---------------------- Drawn By: M.P. `may Checked By: 0-4 A B C D i M.A.M. %.:. . A5.1 A5.1 A5.2 10 E Job No. ��� 1764 k . �F ", 4 Sheet Title Proposed Second Floor Structural Plan LEGEND SetoTI or . . k 1/4' '1 -O' Indicates Bearing Wall 7 77 77 77 77 17_ St r u U 1 a l Plan Sheet Number : OWN in ii e N/Ih .oa C r ii n .-a A. rc h i to c 21 Main Street Stony Brook NY 11790 D phone. 631 686-6585 A5.2 fax. 631 686-6786 email. MMacrina@optonline.net web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. A B C 2 4" fascia overhang Infringements of the concepts and design ideas A5.1 A5.1 A5.2 presented on these drawings shall be prosecuted a, to the fullest extent of the law. Copyright 2019: c 0� U L Michael Macrino Architect, pc. All rights reserved, �3 � O 4.5 ��t no part of the plans may be reproduced without CD I1j------------------------------------------------ - --------------- ----------- ----- o the expressed written consent of the architect. O�•----------------------------------------------a0 -------------- ------------------------------------------- o I I X {V f 1 v h� iv r� 1'2 ^ r w ° DrawingStatus I 2"x10" R.R. 4.5 ��°^ 24" fascia overhang �'+� 1 2 N 24" fascia overhang at16"oc 42 fascia overhang below N at86 R.R.c �4.5 II i, 2"x8" R.R. 1 0���� 0 -4-5 at 16"oc - ------ - -------- --------------t G ----------------- - -------------Tr------ -------T--------------TT-------------- ----- ---1 --- o-v-er 9 n9 --- -- --`t' ,`✓� ll_l I_TI_ 1T11 l71 Z✓ IN4Q��------60 ------N --------s-- G 14" fascia overha ____-_--T___---_ 14° fascia overhan A5.2 - ---T- I I / O 7-5 ok'� O �e� A5.2 Issueo for 11+ C 1�1�1 flush ceffing-beam belo f - - - - - - -- - -- - ' j X - �, v T- sec. floor structural plan) N " ��Q Cons L 7 1T-TII�IIIIIIITITl.�1IlI/Ifll= - - - - TT_TZT_T_ �T�ITITITI ________ �. ,,,g L12- --------- ----------------- (see - ; �J> 2"x10" R.R. �i ! i 'A 12 ------- ---------------------------- 1 I o ; ! at 16"oc 0 I 7.5� N�' 17_ v (36:12) - --- v 2 xl 1 ; ' 2"x10" R.R. L " " 0 2 x10 R.R. 2"x10" R.R. �' 11 11 / C: j i ! ��• at 16"oc �, 2 x10 R.R. J v 92 0 at 16'oc at 16"oc +� o✓Q at 16"oc pu In a) o I 12 12 a� 4 7-5F tT �7-5 Pr� si +'�`1' S� O Lp I �o ; `L�� 0 ' ; Dates L / I _________________________________________-�-; ; N N � 1/31/20 Issued for Construction 11 r •' i 2" "R.R. I 2 4" f a s c i a overhang i i f ; ��o x i j 0 0' �' cricket at 16" oc 2/23/21 Updated Code o in a> A N f 1 i i N . ---------------------------------------------------- CU N... ' --------------------------------------fD(J_ y i V I I O 0 LT__________________________-J L_7.___"--"-"_--J L__--------_-__- ; ; \� ' ; C _ _ _ _ _ _ _ _ r O - N �__L__________________________ �i_1__________J_________�i_________ ; r- i 1 O ' ; I L IUl1_UIlIlI1IlI Illlll�_ZY Z1 X @ v 7.5 1 N > 0 4.5 i i N i ; v( 0 I I 1 _ 1 r� " 1 CO N '_� ry r i i i I U Gave hang 2"x8"k.R. '/r ho �, -------------------------- --------------------------------------------------------------- -----------------; -----------------T----- --- ---------------- ---------------------------- at 1 0II,oc-� 0 I II i-----------------i-, -------------- ---------------------------` ------------------------ i O (fl ' 1 r------------------------- ------------------------------------------------------------------- r -I r --, I Roof f 1 I 1 1 I I II L_ _ ______ J L____________________________J ' I I I I , 1 I T --l' I 1 I I I ; I ____� ' I L__1__________J__________________________________J 1' i I I Deck 3/ x14 Ivl ridge board 0 12' ---------------- 1- ------------------------ --- I #1 �. No. Date Description 4 I I N �4 Project N L---------------------- ---r------ " , L C 1 2"x10" R.R. ---------2 �c9 0 i�.f�:---------------------I t . f (2)2"x1Q, R.R. (2)2x1.0" _R.-- -----, U 21Ix8"R.R. Q at 16 oc F1 - ------------at-16"oc---------------------- Proposed r : , ; i I I i ; 1 j, at 16"oc j j ! ; ; ; ----- ---- --I - 3 2 x10 hdr. L----- ---1 J x10 hdr. -_- _________ __________ __ ___________ _ _ _ I -�1 L 3 2 0 , , r_______________ w I ' ----------- I 1 Roof ________-__ Residence , 1 I fJ I , 1 LJ I 1 I �-� ' 1 I i i 1 I �I ' I � i � i ; i 1 I � � Q 1 I ' ; i ' I ; i i rr--r__ - - -- ------- -- ------------- - - - ----- � Deck � ; � I I � ' ' �_____ r ; 1 2 -- I 1 , I , , I , , , 1 ,1 [-- -- i i r0r " 4.5 I 1 0 t i I I ; ' I� . . I v L 1 1 �•- 2-. Vl 1! L 0 i O ; U I I ; ; ' ; ; i O LA L I - - o v' I I rn _ N 1 1 �� 1 I I I I /01 +� Q ✓} O a� c I' (D , II c �� �L ; I o _1 S �� ROOF PLAN LEGEND i X r•- O i coc- I U ; I ----------ZT - �--�--/�'% I �- F-a /gyp Y/ U 4- x rt+"t v -----C tr ' X i N For - ns 1, I t _ rn ----------- ----------------7-.-5--, r v ;- - I i °o o - ------------------'�. N N fa ,r _ ; O O N N N --------------------- r O ..i ' N i Q) O O O --------------------------------1 QJ'( ; , ' ' - - ; L I --'--------� �-------- - ---------------- '/, ( c _ r ` c0----- O X O+' 1 I 2,, ' I'i - (0 , I I o- X a) O (�J ON i i i 1 QjPI� �,��� i 1 W +�-•' i i i /�^ CV (6 4.5 �0^ WALL ' ' ; a3 I ' BELOW ROOF C I I a� t I III a� r-1 I 12 1 L 1 I L_ ; ; 1 ; I 1 f-� I I I I L 1 I I 1 f j ! � n i 1 24 fascia overhang INDICATES ROOF PITCH -_ N _ N I I E ✓ -= I - I 4 N `f' ! 1 ao I 00 12 1 E X 3.5 ; 1 1 rn 'O/i ! t' 3.5 ; I I BEARING WALRachel �`�' A5.2 77_7.171I07.7__; BELOW ROOF 1 2 1 2 I 2 x12 I I N 2 x,12 INDICATES AREA OF_ Murphy 12 fascia overhan ---- -- �Q ��z pudin 112" fascia overhan 1 '+� 2 x b R.R. �7-5 R.R. �� " 1 _Purim 2"x8" R.R. ! 0 or o rL � 0 �� I 7,-2" 9 i " ' 11 x I Lp , I = 9 DOUBLE ROOF FRAMING f� 1 " e - 2 x10"I °\\ 1 L-- ---- ----, 4-0 at 6"oc N at 16";oC ^ 1 4-0 7=2 i at 16' oc; L f `L a_x° ; o'� j 2"x10"R.R. 1 ; ; 1 2"x10" R.R. I INDICATES POST BELOW 21695 Soundview Avenue - - - - - - - 4.5- - --N - -- - -- �- - -- - - - - - - - 6"oc(36:12) - - - - - -- - - -- -- - -- - -� - - - - - _ - -- - -- - -- - - - - -- - - -- - at16"oc(36.12i - -- - - 1 I _ �, - " IIIIII1JllIT�111111� IlI1I1I Tflush ceiling beam below ! II_fltl_1_ _ IT1�1_ II_Il_I_lll_I.1_�1I_ - 0 INDICATES STRUCTURAL N Southold, Y F 2"x8" R.R. ; (see sec.floor struc ral plan) j O F at 16"oc BEAM BELOW ROOF ----- -----T---------T---J L------T-------------- --------T----- ---- 1 f a s c i a overhan g A5.2 ,. _J ,---------T----- --------- 4„ - A5.2 Jurisdiction . 1 4 fascia overhang ------ -- ----- _____1___-_____i____________--_r------------ ----- ____ �., �U INDICATES SEQUENCE ----- ------- 1------- ----1--- -----1----- --------- 24" fascia overhang2 c o 4 5�--^ os��� 1 4 ,:'rake overh'�Ing � OF ROOF FRAMING 2' 4�' + Town of Southold s t N j ,c.Q L 0 �eeQ�` 211x8"R.R. 2"x8"R.R. ���?� c- i_ ^o� j Suffolk Count o _ _ INDICATES DIRECTION OF ROOF SLOPE 0) at --4_5--------------------------- ------------------------------------------------------------�°\e�--------- --at 1--oc--------- -------- 16" -- --------- °�`o --------------------------------------------------- --- -------------4.5----------------------------------- ----------------------------------------------------------------------------N " �_ o� _ r-s/------ - - ---------------------------------------------------------------- ------------------------------------------------------------------- �'�� 1 2 2) 12 P� Drawn By N .4 =X `-I �'' M.P. N 24 fascia overhan 24" fascia overhan ly , e, g g NOTES Checked By: � �� �' 1. See sheet G-2 for insulations specifications. M.A.M. Job No. 2. Install all smoke detectors throughout home ,������� ¢`'�• A B kc D 11 as required by the 2015 IRC, sect. R314 and ! 1764 op �y5�,� A5.1 A5.1 A5.2 A5.2 noted on sheet G-2. Sheet Title : f 3. Install all carbon monoxide detectors throughout home as required by the 2015 IFC, sect. 915 and noted on sheet G-2. Roof Plan Proposed Roof Plan 4. See sheet A6.1 for window/door schedules. 1/4" = 1 '-ID" plan north NOTE TO FRAMER Sheet Number All overhang sizes noted on roof plan are rough framing from outside face of stud wall to outside face of sub-fascia and sub-rake. IFA I - ;';u; Braced Wall Panel Construction Assemblyi lip BWL A BWL B BWL C 020 RCNYS Table R602.10.4 of the 2 , 3'-9" 20'-0" 30'-0" 3'-9" Method CS-WSP: (continuously sheathed wood structural panels) offset spacing between BWL A-B spacing between BWL B-C offset • Exterior sheathing(min. 1/2"plywood)attached with 8d common nails i c Za EDk I (0.131"shank x 2.5"long)at 6"oc at the edge and 12"oc in the field and • Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized �' ^ 24" ' roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. za 2.5' wide B.W.P offset -------------------------------------- - ------------------------- -------- ------------- see details,this sheet) method CS-WSP ----------- 3.0'wide I B. /krch 5.0'wide BWP method CS-WP 4.0'wide B.W.P �; I ---------------------- Method GB: (gypsum board each side) 21 Main Street Stony Brook NY 11790 -------- ----- ----- ---------------- 60 - ---- - ------- ! • Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. ;n o _ ________ 'j Nails to be 13 ga. 1-3/8"long 19/64"head, 0.098"dia., 1-1/4"long annular-ringed, phone. 631 686-6585 BWL - - - - - - - - 5d coolers or gypsum board nails 0.086"dia. x 1-5/8"long 9/32"head. fax. 631 686-6786 -r - 1 _ - B#arm `-: I Screws to be 1-5/8"type W or S. 1 I Ali ' -1 _ 1 Bedroom I I email. MMacrina@optonline.net J 7.0'wide B.W.P I " web. MMArchitectAIA.com method CS-WSP Bedroom 1 i #4 i �' ;i Method CS-PF [�] 1 1 ;I • see detail, same sheet These plans are an instrument of service and are 1 #3 the exclusive property of the architect. ' I ------ I �7.0'wide B.W.P � 1 method GB L L �� preseInfrinnted on these nts of edraw drawings shall d be prosecuted ideas Braced Wall Legend : to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, ------------------ ------ -------- -------- -- --------- Bedroom DRoof no eck 'I the exppart of fsth written cons be ent reproduced without 4.0 wide B.W.P Iof method CS-WSP\ ; _-- #5 #1 m 1 Bathrm -5'-2 "-►-� Indicates spacing between braced wall lines o - -- - #2 Drawing Status a� I o 5.0 wide B.W.P N ;I r7 ; ; � S J � 1 Hall L----J =___ � -- ' method CS-W i ; ; > - - - - Indicates braced wall lines on P jl'' c� 1 , Roof -- - � Hall I it Deck - - N " ' _I ' I_ � Indicates braced wall panel Issued fo , I 1 II' 1 Bedroom ; ' ' "11 Walk-in -' B.W.P. braced wall panel u I- . Walk-in Closet #2 u 11.5 wide B.W.P ; ; Construction extent of header with double portal frames two braced wall panels) Closet ' ' method GB #2 Bathrm. I p ( p ) - braced wall line intersection I 7.0'wide B.W.P 1 #1 r- - [Zm4.5-vAe B.W.P#4 - method CS-WSP i „ ' ' extent of header with single portal ' %,,,n, - WSP frame(one braced wall panel) --- u 1 --i---L T-1_BWL 2 - - ------ --------- , --- - - - --- -, -� - indicates holddown .... , ,� , r I _ 2'-18'finished width of opening °° °ui ------------------------- ,;---------- - ,;------- - --- - -- -- - --- - -- for single or double portal '�o I ------- - ------ p n waII ---------- ----- --------------------- - - -- ---------------------- - --------------- --- ------- igh min.3"x11 X"net header steel header 3.0'wide B.W.P wide B.W.P pro sl e o y2 aperer Is used,place a es hibited i on3 0 wide B.W.Pb k- •d f he d D tmethod CS-WSP method CS-WSP 6.5'wide B.W.P method CS-WSP___________________ _ ____ ____ ____________________________________ _____ __________ _________________jrlethodS WSP=__________________________ �` R602.10.6.4 per table r I I Calculations- I - # - Second Floor Pan Braced Wall 1/31/20 Issued for Construction (on opposite side of sheathing) -fastenderwit 616d Schedule as per 2020 RCNYS section 602.10 P I I I •••� tud to if needed,panel splice edges - header with 6 16d � 2/23/21 Updated Code fasten sheathing to header with 8D shall occur over and be nailed sinkers common or galvanized box nails in to common blocking over and 3"grid pattern as shown Code A B C 1 2 be nailed to common blocking Braced Wall Line Section t within the middle 24"of the fasten top plate to header to jack-stud strap per table portal-leg height.One row of header with two rows R602.10.6.4 on both sides of opening is of 16d sinker nails at table opposite side of sheathing(3,225#min.rated strap) j in each panel edge required 3"o.c.typ. Bracing Method 602.10.4 CS-WSP GB CS-WSP CS-WSP CS-WSP L table Second Floor Braced Wall Plan o min.double 2x4 framing covered with min. typical portal frame construction Min. Panel Length 27" 48" 32" 27" 27" %8'Thick wood structural panel sheathing with 8D g 602.10.5 B common or galvanized box nails at 3"o.c.in all min.7/16"wood o framing(studs,blocking,and sills)typ. min.double 2x4 post(king and structural panel per i ) 1 sheathing Braced Wall Line Spacing plan 20.0' 30.0' 30.0' 34.0' 34.0' .. E jack stud). of jack studs Ian north N min.length of panel per table R602.10.5 ; per table R602.7(1)and(2). P Required Bracing Length table 5.0' 14.0' 7.0' 8.0' 8.0' G g g 602.10.3(1) (int.) (int.) min.reinforcing of foundation,one#4 bar top table #+ and bottom of Tooting.Lap bars 15"min. _ Wind Adjustment Factors 602.10.3(2) ` No. Date Description f^...: ° a , T- <I. 1. Exposure category 1.6 1.6 1.6 1.6 1.6 4 a . ------ Project 2. Roof eave to ridge height 1.30 1,30 1.30 1.30 1.30 min.footing size under opening is 12"x12".A turned down slab shall be permitted at door openings. Section 3. Wall height .95 .95 .95 .95 .95 BWL B BWL C BWL D Lmin.(2)V'diameter anchor bolt installed per section 4. Number of BWL per directio 1.30 1.30 1.30 1.00 1.00 Proposed R403.1.6 with 2"x2"x3/e"plate washer FIGURE R602.10.6.4 5. Additional holddowns n/a n/a n/a n/a n/a 34'-0" 14'-0" Front Elevation METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION 6. Gypsum omitted n/a n/a n/a n/a n/a Residence spacing between BWL B-C spacing between BWL C-D offset 7. Gypsum board fastening n/a n/a n/a n/a n/a average adjustment factor 1.3 1.3 1.3 1.2 1.2 BWL A ------------- ------------------------------ 4'- For I - - - Adjusted Braced Wall Length 6.5' 18.2' 9.1' 9.6' 9.6' " 4-0 method CS-WSP =i--} _..- -__ 4.5'wide B.W.P -- { - -' ----------------- offset offset - 2'-0" Patio I I 2.5 wide B.W.P Bracing Length Provided 18.0' 18.5' 9.5' 11.5' 19.0' offset - On grade I I '_[ I I method CS-WSP __ --------------------- 1 - ----- I `- Complfance (pass/fall) pass pass pass pass pass d 2.5'wide B.W.P # _ = r--- - i 0 method CS-WSP rn o 13WL 1 - - - - - - - - I - - I I - I I - I I - - - - - ' I I I I I 2.5 wide B.W.P I, - - �- Rachel I; J � I Den/Guest ees oo st i i i i i i g I method CS-PF ;i N m - I L' -1 _ = First Floor Plan Braced Wall Calculations I I Dining , 3.0'wid B.W.P I Room Murphy meth GB I I II I' Schedule as per 2020 RCNYS, section 602.10 10.0'wide B.W.P - ---_-_-_�_-------_J_-_-_-_-_-_ 2.5'wide B.W.P I m _ _ x _•': method GB I- i i i i I I - method CS-PF 1j o Code N I , 1® Braced Wall Line A B C D 1 2 2.5 3 21695 Soundview Avenue II II II I . 1; I Section -- - - -- '--- 6.0'wide B.W.P Living '1 °O Southold NY method GB I I Room I I I I - `;----r----,,--- I Q Bracing Method table CS GB CS-WSP CS-PF CS-wsP CS-wsP GB CS-WSP II II II 6 I 13WL 2 - - - - - , �...� . . . I i I I _ I �-i - �' 0210 ' II II II 16.0'wide B.W.P ; _- __-__J L_____--J L_______ _I____ i_____ I I c�a Min. Panel Length table 38" 48" 38" 20" 30" 36„ 48" 30" ' method CS-WSP i; -----i i i i - Covered 602.10.5 Jurisdiction 1 h i 1 1 1 I I 1 I I I I Braced Wall Line Spacing pan 16.0' 16.0' 34.0' 34.0' 18.0' 20.0' 20.0' 14.0' N #1 I I I I _I-- N P g Town of Southold I _ �I _ �- _ Kitchen _ I_ - - s ' - J p II 11 II s i I ' 17. 'wide 13,6.P I I 13.0'wide B.W.P _ 1 5 wide B.W.P o a) I I �, Required Bracing Length table 8.6� 14.5' 14.5' 1 9 g 5.0' 9.0' S.0' 18.5' 7.0' m 1 16.0'wide B.W.P 1 ethod Go I' methaq GB _ + method CS-PF o i i m (int.) (int.) (int.) o = method GB _ a Suffolk 602 103(1) County -CD °� I , __ = t - --- 11-------- - -�- -- --- - 0� 1 I I _J table 1 _ a� ' ;--- --' --- r 1.8'wide B.W.P i i . m Wind Adjustment Factors 602.10.3(2) a, 21.0'wide B.W.P 1 ' ;= 7.0 wide B.W.P oom#2 /method CS-PF I ICD C ' T i der. method GB Hall r I �' Drawn By: "ciZE=� method CS-WSP 1 Two-Car ; Laundry ____--_-- 1. Exposure category 1.50 1.60 1.60 1.60 1.60 1.50 1.60 1.60 ;�'y� " ' s n Garage ` ROOM 1 - - Foyer n 2. Roof eave to ridge height 0.7 1.06 1.06 1.06 1.06 0.7 1.06 1.06 "A -- __ 3. Wall height 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.00 Pant I I ' Checked By: Office I _ Q r7 r� -a ' I Mudroom I I I I 1 I N 4. Number of BWL per directio 1.00 1.30 1.30 1.30 1.30 1.00 1.30 1.30 M.A.M. tiffs 13WL 3 3.0'wide B.W.P 1 - - ,]- _ o > 5. Additional holddowns n/a n/a n/a n/a n/a n/a n/a n/a t O N 1 0 1 -.4- board 1 c I I I �metho�J 0 6. Gypsum omitted n/a n/a n/a n/a n/a n/a n/a n/a Job No. mco Iethod GB 3.5 wfde i -- -- - o --- I I---- i I 1764 ." !J --1 -r 7. Gypsum fastening n/a n/a n/a n/a n/a n/a n/a n/a I Covered I ' I ` _i J� Patio ,8.O'wide B.W.P 4.0 wldel'BIM Porch i i 4.0 wide B.W.P _i -� ; on grade average adjustment factor 1.10 1.2 1.2 1.2 1.2 1.1 1.2 1.2 - - - 9 1 I I method I � ��-_ �-- Sheet Title ( /, ' L-- I -_L__= 1_---- --------------- ------ ---------------- ----- � '' -'+ - - / S-WSP method CSrWSP I I method CS-WSP ®: _ - Adjusted Braced Wall Length 5.5' 9.6' 17.5' 17.5' 10.8' 5.5' 22.2' 8.4' ' - I - I Brace all Plans Bracing Length Provided 21' 26' 19.0' 15.3' 12.0' 16.0' 30.5' 20.0' offset spacing between BWL A-B Compliance (pass/fail) pass pass pass fail pass pass pass pass BWL A BWL B Add hold down First Floor Braced Wall Plan Sheet Number PRA plan north I Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING SCHEDULE : Table R602.31 of the 2020 RCNYS STRAPPING DETAILS c ) Contractor to contact local building dept. for required strapping Inspection. FILLER BLOCK NOTE. This schedule does not Include nailing for metal framing straps + (see section for strapping and requirements section for rough ". opening framing requirements). All nailing is a general specification it applies unless noted otherwise. NIP Porch / Deck Strapping Details PLATE ONE 16d Joint Description No.of Nails Nail Spacing required uplift force as per RAFTER TO FILLER SIMPSON STRONG-TIE table R802.11 of the 2020 RCNYS BLOCK THREE 16d ROOF&CEILING FRAMING CS20' Coil Strap TWO 16d over every rafter = 547 pounds TO FILLER Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter SIMPSON STRONG-TIE i � � ' BLOCK Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist N (single hip rafter) KA- ° 16d Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap ® (3) 8d Nails ° 'HCP4' (double hip rafter) it STAGGERED Ceiling Joist laps over Partitions (face—nail) (3) 8d common Each Lap �� \ " IC \ 12"O.C. � (3) 8d Nails ° (5) 8dx1-1/2 Nails KA > 16d 12"O.C. VERTICAL Collar Tie to Rafter (face—nail) (3) 10d common Each End to rafter ° / RIDGE o Simpson Strong-Tie Blocking to Rafter toe—nail 3 8d common Each End BOARD -ABA46 4 x6 Post STOUD ACER g ( ) ( ) ° " ° ° �� " /krch itE� ct Rafter to Ridge Board (end—nail) (2) 16d common Per Rafter (2) 861-1/2 Nails ° —ABA44 4"x4" Past STAGGERED WALL FRAMING to plates PLATE •• -ABA66 6"x6" Post WALL THREE 16d ROOF ROOF ° :• •, 21 Main Street Stony Brook NY 11790 Fill Void with �- STUD ° TO FILLER Top Plate to Top Plate (face-nail) (2) 16d common 16" oc Q RAFTER RAFTER °° SIMPSON STRONG—TIE - 10d TOE- ° H2A at each rafter Rigid Insulation ` . BLOCK Top Plates at intersections (face—nal) (4) 16d common Joist—Each Side hone. 631 686-6585 Prior to Sheath'g � � NAILED (575 pounds) p TO SOLE ° Stud to Stud (face—nail) (2) 16d common 24" o.c. Typical Post Base fax. 631 686-6786 (5) 8dx1-1/2" Nails SHOE Header to Header (face—nail) 16d common 16"o.c. Along Edges rn to stud Connection Detail email. MMacrinaQaoptonline.net Top of Bottom Plate to Stud (end—nail) (2) 16d common Per Stud v, Rafter to Rafter Roof Rafter to Plate Hip Rafter web. MMArchitectAIA.com Bottom Plate to Floor Joist, Band Joist, 2 16d common Per Foot S1 Connection Detail Sl2to Wall Stud DetailS3 ..to Plate ate Detail I These plans are an instrument of service and are o SHOE End Joist, or Blocking (face—nail) ( ) r_ 2 x Ledger fastened the exclusive property of the architect. to wall structure Infringements of the concepts and design ideas FLOOR FRAMING presented on these drawings shall be prosecuted 5 8d Nailes ''Simpson' H2.5 A joist hanger to the fullest extent of the law. Copyright 2019: Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist ( ) P Michael Macrino Architect, pc. All rights reserved, Bridging to Joist (toe—nail) (2) 8d common Each End (600 pounds) See Rafter to Beam to no part of the plans may be reproduced without Detaiof ical exterior oft ICaI the expressed written consent of the architect. l yp Detail YP Post Strapping Detail (S5) p partition intersectionexterior corner post Blocking to Joist (toe—nail) (2) 8d common Each End � hip / valley Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block rafter I`\ not to scale not to scale 'Simpson' L70 J Ledger Strip to Beam (face—nail) (3) 16d common Each Joist �\ Drawing Status SIMPSON STRONG-TIE I � Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist Model 'HRC1.81" Band Joist to Joist (end—nail) (3) 16d common Per Joist ° ° HIP O beam common t� ' RAFTER ° rafter ° o joist hcn er ,- Band Joist to Sill or Top Plate (toe—nail) (2) 16d common Per Foot ° O a o g ROOF SHEATHING °° NIP o° 2"x Ledger fastened' RAFTER Structural Panels (see zone diagram) RIDGE o o s to wall structure Issued O l' full-height blocking 5 continuous along length Interior Zone 8d common 12" o.c. Q I e 8d Nails ° continuous rim of braced wall panel Perimeter Zone 8d common 6" o.c. / + or band joist SIMPSON STRONG-TIE ° Porch Rafter Q ConnectionConstruction Gable Wall Edge Zone 8d common 4" o.c. ° o perpendicular framing g CS20 Coil Strap o fl- CEILING SHEATHING over every stud o Assembly Detail —8d at 6"o.c.along 8d at 6"o.c.along (8) 8d Nails braced wall panel braced wall panel Gypsum Wallboard 5d coolers 7' Edge / 10' Field WALL SHEATHING HI Rafter Roof Beam Structural Panels 8d common 6• Edge / 12" Field p Porch Roof Rafter to Common Rafter to —(3) 8d Common Nails —braced wall panel braced wall panel S4 to Ridge Detail S 5 Beam to Post Detail HI p � � /Va le Rafter Dtl. of Each End of Strap Garage Door Portal Openings Bd common 3'oc into all framing S P — 3-16d at 16"o.c.along 3-16d at 16"o.c.along Gypsum Wallboard 5d coolers 7• Edge / 7" Field Wrap CS20 Strap Co inuous Dates braced wall panel braced wall panel FLOOR SHEATHING (Subfloor) From Porch Bm. o r Roof Bm. 4 LA Structural Panels plate Back Down to P h Bm. 1/31/20 Issued for Construction perpendicular framing (4) 8d Nails As Shown continuous rim full height blocking 1" or Less 8d common 6' Edge / 12• Field N If cripple studs are utilized over 2/23/21 Updated Code or band joist continuous along length (8) Bd Nails LENGTH S2COnd fir. 9 9 Greater than 1" 10d common 6" Edge / 6" Field _ END header,then provide one CS18 of braced wall panel cur strap from top plate to cripple stud FIGURE R602.10.8(1) SIMPSON STRONG-TIE Q o° LENGTH header &from cripple stud to header Fberg aLoad—Be Co Column BRACED WALL PANEL CONNECTION WHEN n, (8) 8d Nails 'CS20' Coil Strap N ° W over every stud (8) 8d Nails PERPENDICULAR TO FLOOR / CEILING FRAMING ® N LI"-_GtluGrTW (1,030 pounds) % (8) 8d Nails 3) Common Nails -1 o_- v ch End of Strap CONNECTION OF MULTIPLE PIECES SIMPSON STRONG-TIE OF TOP-LOADED BEAMS(�) sPAN 'CS18' Coil Strap P h Girder SIMPSON STRONG-TIE over every jack & king stud pp• g additional framing 1%"Width Pieces: �C „t ost o Beam Strapping g CS20 Coil Strap Simps H2.5 member directly above �� " �� continuous rim braced wall panel full-height blocking • Minimum of 3 rows tOd(3 x 0.128 )nails at 12 o.c. Q over every stud Install 'Simpson' CMST16 0; (8) 8d Nails first floor Post or end joist at 16"o.c.along • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. (1,030 pounds) 9 c . braced wall panel for 16 ft wide sliding door Post Base Y Provide strap for 4 for 14 and deeper beams END P No. Date Description LENGTH each jack stud when p toe-nail 3 8d nails at • If using 12d(3%")or larger nails,the number multiple jack studs 8d at 6"o.c.along 8d at 6"o.c.along each blocking member of nailing rows may be reduced b one. L (8) 8d Nuils (8) 8d Nails p Concrete Pier braced wall panel braced wall panel g Y y p fa are required Project 3%2"Width Pieces: N rim joist braced wall panel braced wall panel braced wall panel H ow Porch Co I u m • Minimum of 2 rows Y bolts at (8) 8d Nails 3-16d at 16"o.c.along 3-16d at each 24"o.c.staggered /R t Deck AssemblyDe itProposed 3-16d at 16"o.c.along braced wall panel blocking member (1)Load must be applied evenly across entire braced wall panel beam width.Otherwise,use connections for side-loaded beams. Gable Stud Wall First Floor to Second Jack Stud at Residence R", N2-16d nails each side Additional nailing or bolting may S7to Wall I l Stud Dt I. S8Floor Wall I I Stud Detail IS9 r t d eta Header O1^�enln _C:;�: continuous rim additional framing required with side-loaded multiple-member ~ or end joist member directly above full-height blocking beams.Refer to current product literature. braced wall panel at braced o.c.along For braced wall panel Roof—Porch Beam Roof Rafter to Beam I FIGURE R602.10.8(2) N A to Post Strapping S5 (8) 8d Nails PP 9 ( ) BRACED WALL PANEL CONNECTION WHEN SIMPSON STRONG-TIE PARALLEL TO FLOOR / CEILING FRAMING N 'CS20' Coil Strap SIMPSON STRONG-TIE SIMPSON STRONG-TIE (8) 8d Nails 1V CS20' Coil Strap over every stud CS20' Coil Strap - e 1,030 pounds) over every stud over every stud F ( P ) (1,030 pounds) N Solid Wood Post Inside Hollow Column(8) 8d NailsRachel Rim Joist (2) 8d Nails N ° blocking yg0or \ / Load-Bear'g Hollow (8) 8d Nails Joist Fiberglass Column Murphy PSPN516Z ,� (2) 8d Nails ao�b\\o'ke o 0 RPS28 MSTC52 0. rap 5�\\Q (5) 8d Nails o ° Post Base inside 21695 Soundview Avenue sill pate 'Simpson' Hollow Col w under G wmn (see MI.) H2 5 A 8d Halls G ° r •°' ;,• ^ I I.I wrap under .l \S '•I � o (8) Southold NY o I ° PP � � joist hanger II III�II (5) 8dx1-1/2" Nails _ }+ III SIMPSON STRONG TIE II��I wall Jurisdiction foundation II�III CS20 Coil Strap E---Concrete Foundation (n I I stud over ever stud l _ „ II II�II Y L (8) 8dx1 1/2 Nails i II I (8) 8d Nails Town of Southold Ill�l II (8) 8d Nails 0 IIIIII Suffolk County ATEROR PIPE 0 Wall t W Cantilevered Wall Stud RIDGE _ I Stud o all Stud to Sill Plate 1 Rim m of t Detail 1Rim T P S O J s 1 at Gara a Wall to o late DetaillL gp Solid Post Porch Column Drawn By: �O to Found'n Assembly MI. N ATTIC Y M.P. SS1.5 o, NS1 c � e w 8 Beam to Joist Stra in Checked By: PP, n a) H2.5 im son Note: S -dl ed alv. �.. �:,. .`�•- ` STRAPPING INSTRUCTIONS PP 9 ) NS1 Q a� Required 2/ I. Re uired where note M.A.M. cc ° 1. All Strapping To Be 1-1/4 Wide 20 Go. Steel /l ° „ a BLOCKING 2 BAYS N on plans or 'Sim son' Equivalent CS20 coiled strap) 4 8d N Is see eck ledger ° ° N _ P q ( P) ( ) Deck Joist Job No. BACK ® 48 o.c. _ HD de ll, same sht. I .^ � o ns Unless Noted Otherwise. o ° •((f r attachment �; 1764 }d.�i t��� NS1 � J a••� 2. Use Stainless Steel Straps & Fasteners or to hous -::-1 SECOND FLOOR -� e w > a (D Solid Corner Pos Soli orner Poster Hot-Dipped Galvenized When in Contact with Pressure treated Lumber. Sheet Title > a (4) 8d Nails Porch Gir r 1 " = Z SIMPSON' HDU8-S 2.5 3. Install Strapping For All New Construction. 1 r u Y LII�ES w !✓ : PP g Post t earn Stra in / .. And where noted on plans PP 9 0 0 7/8" dia. 2-16d Common Simps H2.5 (hot-dipped galv.) 1 ` • Q _ 4. Install Strapping for Each of the Following: Strap ( DQ '' > �-+ ° nails @ 6 o.c. Post St a eta .7 = HSS2-3 sos1.5 BLOCKING 2 BAYS Si on HDU4-SDS2.5 Threaded Rod N Ivs1--► BACK ® 48" o.c. U H down for full length -Rafter to Rafter over Ridge P t Base ,'.' ' ELECTRICAL WIRING . . Blocking Of stud c -Rafter to Plate to Stud 1 Nailing �J V C g a� -Hip Rafter to Plate to Stud h. o ..� FIRST FLOOR C Endwall I second floor 0 o IVS1 0 '' R\. 0 011 II a -Common Rafter to Hip/Valley Rafter i PSPN516Z LOAD BEARING WALL (with HVAC Chase) `•• I I E —End Wall Studs to Wall Studs R MSTC52 U I oncrete Pier Framing Details `PSPN58Z = - I I -Header to Jack Stud - 5 " dia. Threaed Rod 10 Rim Joist Emb ded 12" into Concrete -Jack Stud to Rim Joist 0 -Wall Stud to Rim Joist •°0 �•` RPS28Z BLOCKING 2 BAYS O w/ 'Si son 'SET' Adhesive -Cantilevered Stud to wall below If footing occurs BACK @ 48 o.c. -Rim Joist to Sill Plate install (2)#4 dowels Sheet Number . 'SIMPSON' HDU8 DS2.5/ first floor -Rafter to Ledger with joist hanger Plumbi Electrical & HVAC Protection Guards Gable Wall BlockingMI . o Holddown Connectio Dtl. Holddown Conn e tion Dtl" c -Rafter to to Beam to Past I Qa -Floor Beam Beamoto Post loor Beam isscembly k Strapping . , not to scale not to scale where noted on floor plans for first floor to second floor con ction -Post to Pier (footing) Detail -Joists to Beam c ex c r' a Arc h l $e ct 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 cedar shingle ridge cap email. MMacrina@optonline.net _ (Boston Ridge)over web. MMArchitectAIA.com top of ridge board - _ _ - t continuous underlayment to of ridge thesexplans are instrument nstr the a of service and are _ _ _ - _ - _ Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: Recessed Window rn Michael Macrina Architect, pc. All rights reserved, ,i no part of the plans may be reproduced without (detail#6 sheet A6.1) the expressed written consent of the architect. typical �. c roofing '12 o Drawing Status - _ r a� 7.5F" i. c see typical rake detail A01 �7-5 ' , O i I1 L 11714 LIAUZ Li.-I LJ Issued o ' rn I � ^'� 1 0 1 L 1! 1 blind metal E 36 step flashing � �r;�- + ,,1 +811 - 36 - both sides -�_ � 1_,_ bO CLonstruction plate height _ _ _ _ _ _ _ _ _ 1 1 1 I bottom of eave —0'-01, I 1 ; -; l.l. l- 1-i -i i +,II,1. fo�o 031'� 11_ 203 !1 ` s0) �� Dates IZ T1 201 I,-� -i- _ , o_, a, �:_co.a�]. 201 201 ___� i. _ L �' � 1 •� 202 202 ;.�l,!-1.1-,1-1_�,.;. I - i �_ }11 ;-a a ^o 1 I o "l - 1/31/20 Issued for Construction Ar-- 1 !I 1�� J lI 1_.. --- 1-- I - .i iil.- - LIU T °' #ypicat � } �, rn o 2/23/21 Updated Code cedar hip 12 [ 1 1 - ---------- - - ,! 1-1 �' ' 1 n9 �' r siding 1 �_, -1 ���,_ . iI cap4 5 __ _ -- . L I 1 1 1. I l ice, T I .1 11 �� I,�1. 1 ,! 1, 1 1 I !z l,.. _ - � 'I 2 ---�1_7=..__1_'11--�-� -�--�-�-- -�-� �--1- - I I I : , l I � 1,1 � -�I l �� �1 'I 2 0D � � l blind metal - - 1 i r ,'___- 5 __-'-1_i_���_�u_( _ _ 1 D a> > second floor subfloor _ -flashing 4_ ---___ blind metal typlca �4.5 ao 'a o ,� ��- - N � X 4.5i -- _ !i flashing roofing 1; . .._ a� v plate height _ - III " --1 -I l-� .1 l- �_ a, E - - -- -- 1_ 0 a- j -,-Tt align fascias}, - align fascias L I I I a IT !- �- recessed'Azek' (76 1 light fixtures l \1L panels beyond o to be selected + }171 A6.1 No. Date Descri tion � 1 i I 101 101 101 T 103 101 101 101 tl I 1 2 111 1l p min. 36 tall handrail I I 1W1- p I I Project 102 102 d, as per code I I i 2 -� I(' I'.': , , " , , _,�_�� -a - _�l 1 ,-_}} rl -=; -a-�.-. _�_, - .{11 1,11II . �1' ' - I it 1111 1.1 ' _1a ical typical I,I I 1 1.: I: 1,1� 1 , ,,,---typical � �.1I1� 11 1,. !'I U i 11j 1� sldin - I-,1 ],1 1-I 11 i G1'[,'�-1 l typical siding 1 I Proposed -1- - - - g -1- 1 _1 I 1-g- -:11 I� 1, on all peers I �,- .T first. floor subfloor �: �.1. 1 i 1 T f .1TaL- -.l--+-; -' 1-1-- 1' .1.' 1,1, I- - - r i� r i � lr; l l el. 21 -6 1_i1 JJ 1, Residence -_ _ — _ thin stone veneer thin stone veneer __ _ _ _ finish rode 19'-E" _ - s _ to be selected to be selected _ _ _ a = _ _ - g --- pool patio(el. 19'-0") ' L------------------------------------------------------- ,1 ; door to sconce to o i j be selected be selected j _1 decorative custom size For ------------------------------- cedar bracket by I 5/4"x6" Prowoodmarket.com kick board L----------------------------- ; 7211 I ' 1 projection x 60"tall ; -------------- x5Y2"wide smooth finish; ! poiol below grade ' I 1 stepfooting up ______________- �L-------- ____1�_______________ __-__-___-_______-_-_--___-___________-_________-_____ -_____--____________________________________-J III_ r _-1I _� Rachel L---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------_ I I -------------------------------------------------------J Murphy 21695 Soundview Avenue Proposed Front Elevation So ut l, Southold, NY -1 /4" _ 1 '-O" Jurisdiction Town of Southold Suffolk County n � ROOF SHINGLE FLASHING WEAVED FASTENERS Drawn By: / e� INSIDE CORNER M.P. MIN. FLASHING SHEATHING t�,. ''� �� Checked By: M.A.M. p ,z 4 Job No. CLEATS 2'-0"O.C. DOUBLE \�' STARTER 1764 �• `- \�' 1 COURSE fasten w/copper ° nails ICE&WATER Sheet Title PROVIDE 1"' V CRIMP SHIELD Underlayment LEAD COATED COPPER eva ions VALLEY FLASHING �*Cd -WEAVE OUTSIDE CORNER Front Typical Valley Flashing Corner Details Siding Detail _ not tc) scale not tc) scale not to scale Sheet Number : t r-7 Recessed Window � - - � (detail#6 sheet A6.1) see typical rake detail 12 M_ � ,- -7-5 f� 12 -a iiblind metal 3 5 decorative �,i or �, c r n step flashing = _ O O _ metal finial Arch ' te �� - AO 21 Main Street StonyBrook NY 11790 L�l 7 � 1 I 1 El (-pack out metal standing seam y - - YPTc��� Ylj _ _ L able 8 roof to be selected I �� +- -1„ 1-l' � align with CO phone. 631 686-6585 1 L-_ tower soffit-12 2 4 ,!, 1--1,1 fax. 631 686-6786 r ;L-i 1.I�;, _( typical o corbel blocks email. MMacrinaC@optonline.net 7.5� ��! ! ,�, I ,-ii � siding t �+8 at 24"oc ^ _ _ tower plate height ptonline.net - I �,' 1 -�-� =1 206 206 206 206 bottom of fascia web. MMArchitectAlA.com : _11 i I_-T�I, l- „ e window head hei ht plate height _ _ _ _ I J 1 I I I I-- l! : _ _ _ 0'-0 light fixture These plans are on instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to be selected wood bracket (see detail sht.A6.1) to the fullest extent of the law. co Pyright 2019: 1 . , see typical flat eave detail Michael Macrina Architect, pc. All rights reserved, Ai blind metal no part of the plans may be reproduced without step flashing � a F 5/4"x4"trim board the expressed written consent of the architect. -1 2 Ill �' ' t to be 36'railing of 208 5/4"x12"trim board -1- � above decking r, I 209 209 209 %4'to ered O O O O Drawing Status i ]_ � s _.I blind metal P 205 205 205 205 o, 36 I I �i T T T flashing caP blind metal flashing } , 4 blind metal 5/a"tapered cap FJ ? flashing _ ----------------- r T r .L __ siding, _ each side of wall ` l 1 I_I+I j ------- - - !1�-----------'------N 3 ----------- -- typical "� 1 1 2 1 2 T 1 2 I-�-1- 1 I- -�T�-I--- o- -------------- ------------------------------------- ----1 IIx4"trim board - I'-- Issued for _ �. second floor subfloor 4 5 lI �4.5 4-5 sec. floor subfloor - - 5 dine of rood deck beyond - - - `��� typical roofing Constructiol plate height � - F � copper scuppers _ _ - _ to of beam I_a i �1- !-1 0 1=1.1___I1-_ -TI - I-I-_ - I I see typical flat ��-.(-T T; hi � I I eave detail I-' 1 11- o I71 ` _ rn 109 109 109 I I l � o Dates o I I 110 I s min. 36"tall 1=-1=--Li .!--1-�,: CO � (r � � 1/31/20 Issued for Construction I _l- railing 2/23/21 Updated Code � l 111 pavers to 1 108 I Grade beyond 1 l,I III l I be selected typical el. 20'-7" 1 _ I--T-1, first. floor _ I -1 l . III I. siding t-I. I I II- subfloor el. 21 6 "' - - - i _ ITI- _l ; _ _ 1'I', j�` �, 1l- I 1.,- ,- I �I - - l first floor subfloor I1 i - it top of potio el. 21'-1" - - - - LO _ veneer thin stone - - - ------ - ----t pool patio el 19-(1 ' t i f/„ r i to be selected recessed _ CO Panels I M handrail A6.1 to code see typical rake detail No. Date Description Proposed Right Elevation east a %fr.• N, 12 Project : 1 /4" = 1 '-O" _ - - 3-5 blind metal step flashing Proposed - -- L I�, 12 _ typicalr,; siding 4 �i. ' Residence 7.5 -=1 i 4-a f`i 4 �.�I .l 1-� i,l -I;�. , - typical i-,- a-� , typical roofing T.�l�lJ 1-1_�._i ;roofing i ~sil -!fir -12 +8 corbel blocks k 1-, ' at 24"oc I - a '77.5 For '- •i,J 0' -ii� - - - - plate height I 1;�,�.I I ��-I- -1 ,�- I °i blind metal l.i. I,P I �,+.I-I,-.I I,I.1_: !;i,.� :I , 1 r step flashing I 1 I �-­to light fixture -I I i steblip flashing k� IJUH be selected I �,i. _ P g 1i�, � � 11., at_ 1 2 I Rachel 1 2I 1 ,1., - U111to of railing blind metal to be 36"g c 36 - typical s flashing 1�_,- I, 36 - III�� 9 above decking 1.I_-III.- _I-,I.I-ti- -i. I Murphy rG �I�,.I siding co s 202 204 I 1 I j_I r 1 terminate boiler o, 202 T ' (' l intake and exhaust j I O I I _l j I E flues through wall as J I �I I ;I I 1 'I _111, �� per manufacturers specs. 216955 Soundview Avenue °A�o T 1 I I(�►�1 �' 1_I r ;--- -- -------- -------------------------------------------------- J� ;1... . Southold NY ~oo°s Q, I I�-I I�-i I - [_I- -T - 1 2 r- F 1 2 - 1 2 -_.� w -�- -I N -typical roofing�� 4-5 4-5 ,�p� 4L, L4}-1 I _I 1_,,- 4.5 �--r- — second floor subfloor1I�'1 r Jurisdiction .1 ' 'I' 'I ','� ' ' I`i r r line of rood deck behind ` - - copper scupper---o - d plate height I _ Town of Southold ali n fascias l ,l fir ', it,,I I` ' I'I'I I 1` Suffolk County g 1 , IJI align fascias 1 I I� I 1 I I__� I�_i- I �� �_ _ � ;] _I_l! I ; I j decorative wood �.. . I I ! i I, I.-IT-T r .1.! bracket Drawn By typical - �_- �,_II_ I -,. -..1 (see sheet A4.1) 'i �� i11E + J sidin M.P. d light fixture 9 �I o = 101 0 '�' -I I !I °� to be selected 00 7 L Checked By : a o _a.1,_I I I_I,.-, ,_-(.I I I I 1 u I., min. 36"tall I.l.,l 1-�=I I- 1 .i._!.I-.i If I railing M.A.M. I. g I I 1 I ,�� �� � I 106 T 1 'I 111 Grade El.20'-7" �'-I I I ( I i 1 ?I� I II I'�1411 ti 1 I i Job No. l I .1 � I ' I'1 I L I l l I I - \ I I' � -' l - - �. , first. floor subfloor p �- A/C I-1.1 Top of 5 b El. 19 2 + - - - _I -i 1 1 - - 1764 , �' I - - - - I I _1 1 I unit I 1 [ I.I 1. l'-'�' --�I ��_._ 1- Sheet Title Grade El. 19-2 i` l I l l l l l 1 1 1 driveway beyond el. 19'-6"I I I I Eleva i[Z --------------------------------------------------------------------------------------------------------------- I I I I I ---------- Left I 1 CO2 I I . Right I I I 1 1 \ iIII---------yIII 111 I1III Sheet Numberbasement slab 1 , - - - L---------1____________________________________1---------- Proposed Left Elevation West o- step footing— - z down own ---------------- -1/4" = 1 '-0" 4 I i metal enclosure 3"thick bluestone cap V cedar shingle ridge cap o (Boston Ridge)over ' M continuous underlayment y fr _ _ _ _ _ _ _ _ _ _ _ _ _ top of ridge board ii C - - - R C r typical Recessed Window - Arch itect roofing (detail#6 sheet A6.1 ��) �,� , I 12 I - 21 Main Street Stony Brook NY 11790 1 12 a 1 � � metal standing seam �7.5 12 12 - i N phone. 631 686-6585 roof to be selected - 7-5� A01 - 7.5 fax. 631 686-6786 _ email. MMacrina@optonline.net tower late height j I web. MMArchitectAlA.com P 9 _ _ _ _ _ _ ___ _________ _____ __ __ __ __ ____ 1-1-1111 s 206 206 206 206 it I These plans are an instrument of service and are s the exclusive property of the architect. WOOd bracket a --- -- e _ ICaIII_ - `T �`r blind metal _I Infringements of the concepts and design ideas typical— I.+811-I step flashing ''� v presented on these drawings shall be prosecuted U to the fullest extent of the law. Copyright 2019: (see detail sht.A6.1) siding I ! I �., F �}1-�� both sides s � - I'I : 111i11 late height Michael Macrina Architect, pc. All rights reserved, no art of the plans may be reproduced without p p y p of -I-; -�.a.;l- ;=_ �-k-, -12 # the expressed written consent of the architect. —7 'I 2 r 0-0' 1 rT -' r l i 1 j - = - � FMa 1 ? 36 � � �i`I �I ;- a .1,, I__Li 1 I_; - top of railing Drawing Status � top of railing �- 36 r I 1"x4"trim board to be 36" a � ; I r 1 �ji'LI I I to be 36 blind metal each side above decking s fo ! `O a t above decking flashing of wall o o ( i - I ��, °Q .� g 9 a 205 205 205 205 too i gyp, !'I *� i - �� �o I °' %4'tapered 1 .� Iij�I Q' o '��� '�v k : Ca a� 202 202 I L 202 202 1-I o� °° 202 202 1! o �. P -a l O O ^o O O I i_.I,-'.�,< ` O O VA"trim board ,,.I 1.I I. 1 each side a-I I L I eof wall ' _ for I�}Il � � _� _ � 1 2 � G ,I� typical � .i-! ---------------------------------------------------------------- • - I ... - = 1 2 «mil I �� yp -_ - l-�_} :_�,-_ blind metal = ------------- l _ r T �_� ; _ (� 4.5 ------ 4 5 .- _ _ 9 I; ,r _ as y oofilh sec. floor subfloor - - flashin - - I r= _i I blind metal N o� y� 4.5 .�, - _ 1 � � .1 II1lI! Ii . -i g - - - a - typical _, I{ -----------------------------------------------------------------1- - - r - - flashin - - - - - - - - a second floor subfloor Col� V -r u ct I o n P roofing --�-'- - -�� _�__�---- 1_'_�_J_J _ - line of rood deck beh I' l N„� to of beam oofing - - � � a- late height TT— ali n fasciasr align fascias �- I I I see typical flat eave detail !_.i_ ,>1. [,I.. J,!.!.-,-.I-.1. fascias (,,, i_ a typical I 1 i-i I.!. .1 .I. Dates : = I IFFF M nn light fixture 6 to be ,il L siding T - --,-I.� 1_�!.I ! selected 1 E I 0 1/31/20 Issued for Construction A6.1 E _� 101 101 101 101 ,�I� 104 104 104 134 I L [1, _I,T I ; ,1 1 1 i 1-!,I_!,-i,-;-,L- Ilr Ely 2/23/21 Updated Code I I O O O O 00 0 J I .. ,I i min. 36 tall _,,-II .[i -i 1,Ll.i _.-i,-l.i-i� p ! I j railing above avers to l foundation wall '-� '!-''I `� I1 �-A -11 _l. 107 id, Lr I-I1 �-- i- `1 P I T r 111 1 L _ 1 be selected ' �� -� typical first. floor 1 Ill- 1 1 1-1 ii _ I,I �I, I_I !! _ I i�- siding l,__:1 -,' - I first. floor subfloor subfloor el. 21'-6= � 1 1 1,i.I,i I -i -� 1. 1,1.1 I r n -i r� 1, _ _ _ el. 21r-6n t el. 21 -1 - 0 of patio , P P pool patio(el.:t19'-0") to of ool atio N f r r� Grade el. 20'-0" 5/4"W 'Azek' T Grade el. 19'-2" 1 el. 19'-0" i Grade el.20'-6" kick board -- I 1 / r I I I I I I No. Date Description L I C01 r------------- ----------------------------------------------- --------- o•CD I I I cellar stairs --- I I s beyond _ r--------------J I F—step fo ing up to Project I 36"bel w grade ----------- I -------------- Proposed I 1 _ _ _ basement slab r--- ! ! ------------------------------------------- i------------------------------------- ----- ''------------------------- �r-- — — �� — — i -'---- -- ---------� ' — — — — Residence _________________--------------------------------------------------------------------------------------------------_______________________________________________________________________________—____-_______________________________—_ ________________________________-________________________________�_� r_ �____________________-___r T__________________________ r__________------------------------------------------------_______ I r „---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- L------ ---------------j I I I I , I e1. 11 -4 ' _-__—__J L______J 1 ' r---------- Proposed Rear Elevation ------ -------------------- st foot' g own 12" north � / � / /r 1,/,�/�;x% ;�i / � /,/ /ale',/,r/. dation plan) 1/4" = 1 '-O" roof rafters- -__ ___ roof rafters �' C (see roof plan) -_ = _ (see roof plan) For r ceiling joists- - -- (see structural II; plate height plan) -- _ _ j __= Roof - ceiling joists - __ Rachel Roof leek - (see structural plan) -__ Deck top of railing to p of railing = - #2 to be 36" P 9 - - __III. above i #� to be 36" -= BedrOOClI _ ,,1 o e decking Murph above decking �;=__ #1 roof deck assembly Bathroom = - roof deck assembly 21695 Soundview Avenue (see second plan) #2 _ = (see second plan) roof rafters I _ _ roof rafters Southold, NY (see roof plan) _ � - (see roof plan) 0 _ �� - S5 ec I •- I be selected !.� �_ align top o I - ; E I align top of i decking to 1 2 A3.5 Jurisdiction S5 1 2t roof deck with roof deck with be selected 4.5 � `k`` l subfloor "il i-L sec. floor subfloor IL } iTl subfloor' 11'I' 4.5 A3.5 Town of Southold late height _ �_ I` late hei ht to of porch beam Suffolk Count P P (align with house) y „ -- - floor joists floor joists floor joists f ^ I floor joists see structural (see structural plan) (see structural plan) Garage e r } 1 2-0 ! (see structural plan) Tj Plan) _ overhang ; overhangl,I I - - - -- -- -- Drawn By: E D �'i i I _ %s"type-X drywall M.P. Covered _ Powder = throughout garage I Porch Kitchen o Room - � Checked By : M � ¢ i #2 M.A.M. �•? ,E> ' =�'✓ 'III ! ;' � jlII floor joists i . , 1! . 1764 ` j (see structural plan) !III Sheet Title . first floor subfloor r II I 1 I I I I , ( q ,� , I �� ,� �� Elevation top of foundation E l evat i o n'S . u 1 r p.c. slab I � - p (see fnd, plan) • Dear Unfinished Unfinished ' 1 Cellar Cellar I M Section /� p.c. slab Vec`ion A _ (see fnd. plan) 4 7 A1.2 l Sheet Number : p.c. slab p.c. slab I (see fnd. plan) (see fnd. plan) IT Section 1/4" 1 '-O" p S1 plate height _ _ _ _ _ _ _ _ _ _ — ridge board A3.5 (see roof plan) y f \ Ice&Water Shield from fascia to \' r roof rafters �Y+\L`��� 24"past inside face of wall r_ (see roof plan) \ Overhang " 1 see roof plan i 1 2 \� y Roof Rafter roof shingle M i h .-a i' ' I y, r\ 7-5 Ice&Water Shield 7-5F t insulation underla ment ;a (see schedule) Unfinished \\ y C F' Attic "r� gutter \ ArchitE� ct� selected AZ Rams Crown 2"x12" purlin 2"x12" purlin � � �I - `- (typical) (typical) #AZM-6934 21 Main Street Stony Brook NY 11790 plateheight \ 2"x6"Soffit hei g - -- - J hone 63 framing at 16" p 1 686-6585 g oc Roof Rafter 1"x8" Rake Board fax. 631 686-6786 I - ceiling joists N N _Q roof rafters (see structural Ian) roof rafters email. MMacrinaC@optonfine.net P p \' (see roof plan) (see roof plan) - -- 12 , i web. MMArchitectAIA.com 1"x8"Fascia Bd. 12 '_-1 36 5/4 Blocking These plans are an instrument of service and are Azek Rams Crown the exclusive property of the architect. \' ' 'z,, frame gambrel rafter Azek'Rams Crown / #AZM-6934 Infringements of the concepts and design ideas z1 36 - Bedroom Bathroom Bedroom S2 on a 2"x6"plate i presented on these drawings shall be prosecuted :>N'Y #AZM-6934 'Azek'beadboard soffit to Azek beadboard soffit to to the fullest extent of the low. Co -a) S2 %;.. A3.5 over subfloor Copyright 2o1s: t s #3 \ #2 #2 z L L Y run parallel to house run perpendicular to house Michael Macrina Architect, pc. All rights reserved, 3.5 r tc�•� '-'�'2' roof rafters VIA"Frieze Board 1 x6 Frieze Board no part of the plans may be reproduced without the expressed written consent of the architect. 9 . , T � L T (see roof plan) / where shown on elevations p A6.1 \' +� 3 -H 3 S5 „ ` over single 2 rafters lat at 16"oc 5/4 pack-out --___ frame roof rafters 2"x6"cripple studs 4.5 Drawing Status sec. floor subfloor _ � �` 9 P -- �\\ - -- - „ late height v�r� l _ _ top of beam j cross blocking floor joists j cross blocking typical siding - - - typical siding �\ " at 16 oc (see structural plan) at 16 42 oc Y ( ceiling joists ) i overhang f overhang lig' fascias of 9 w. porch 1 see structural Ian i, Issued low porch beam (see first floor i structural plan) n s l/u ct i o n Bathroom Laundry covered ; , Typical Flat Eave Detail Typical Rake Detail I Mudro n'l Porch Bedroom #5 ##1 Room P.T. post beyond „ _ , 0 3 — 1 -O' 3" = 1 '-O" j to be wrapped - --- 1 (see sheet A6.1) iI built-in � t bench P.C. slab I i insulation (see fnd. plan) ! I ! -- see schedule ! ' first floor subfloor __- -- _ _ , 4F _ _ _ first floor subfloor Dates (, ) I,.% f, i' l I �' t 1 1 x/ \,' i x /ll ,\`1 (� _ :. c I top of porch floor 1/31/20 Issued for Construction l\ t cross blocking I 2/23/21 Updated Code --Tr qam[aI I flush beams floor joists at 16"oc I ' cross blocking (see foundation plan) (see foundation plan) TIT at 16"oc P.C.fnd.wall .9 ,� I (see fnd. plan) L 01 I Unfinished I _i I o ff I , I Cellar I I I S1 I A3.5 P.C. slab I I ridge board I I I 4 (see roof plan) f P.C.foundation wall (see fnd. plan) A I \ 3 I (see fnd. plan) A1.2 2 I 12 l J A11.2 I - I \�� roof rafters �{�< < S2 l <r' '�-;- 3-5 No. Date Description (see roof plan) v ,, A3.5 ■ \ � l Y /' Project . Section n\ � x, } roof rafters 1/4" = 1 '-O" 1 2 �? (see roof plan) 7-5ry� erh Proposed Unfinished overhang Attic roof rafter 12 Residence A3.5 \ beyond 3/4"CDX plywood _' r�: �7-5 roof r fters 1 T_� insulation subfloor throughout attic �� (see robf plan) (see schedule) y x K y, _ _ plate height - - - - - / `} y xa '1ak 'Xk 1/�. •x?k/,A 1'.Y'\' k_k7 a� k kX '_ '.la'' 'Y _� ti1fY �''tx YY''- YY'7' ") } }` late height _ For ceiling joists ceiling joists ceiling joists 14" (see structural plan) 14 (see structural plan) (see structural plan) overhang T r - --1 - - 7 Toverhang I I #2 tall Hall Bathrm. Bedroommin. 36 railing Bedroom Hall Typical Exterior Wall Assembly Rachel _ _ - 2"x6"exterior wall studs at #3 #2 16"oc with double top plate Murp floorjoists min. 36"tall and singles shoe plate , ;I (see structural plan) railing _ _ !'' _ sec. floor subfloor sec. Hoar subfloor 21695 Soundview Avenue�' ---- teco late height \ �/ fireblocking Southold NY _ late hei ht _ _ _ _ _ _ between studs topof beam _ ' at subfloor level see structural Ian floor joists cross blocking - -_-- --- -_ floor joists cross blocking floorjoists at 16"oc Jurisdiction -- flush b am ( plan) at 16 oc (see structural plan) - -__ (see structural plan) (see structural plan) - _ -- - Town of Southold -' - See section'A' Living z� / \ Laund for Covered Porch Suffolk County thrm. -- Room - - ---------- -------- Room information. 1 - o I Bedroom #5 u ro m o 4 2"x10"landing = --_! _ ----------------- 2_x8-_landing- joists at 16"oc \ _joists at 16"oc 1 Drawn By: Y� --------------------', 2"x8"landing ! flush beam -------------------- !joists at 16"oc -4 min. 36"tall (see structural plan) over 2"A0"joists �� Checked B Ef =" Nil teco railin flush beam ---- --- ---------- flush beam ! y' _ - - ( foundation Ian ( p ) first floor subfloorM.A.M. k k ' flush beam g ? f l first floor subfloor first floor subfloor - - F see Y p ) see foundation Ian - _ c• �` K r,��\ (see structural plan) -AA 1- \'ti \'�1 1 �, �/ ceiling height l ��l 1�X �� �. (( J f i l I. l�l , r top of porch floor Job No. teco floor joists floor joists u — ---_-- c ros blocking - - 1764 floor foundation Ian) (see foundation plan) cross blocking at 16"oc ee structural plan)at 16"oc 8_0 Sheet Title .landing � P.C.foundation wall 'insulate framed � I 1 (see fnd. plan) 7 I walls around = — p.c.foundation wall ' Sec}'O Unfinished Unfinished V V` Closet Cellar staircase (see fnd. plan) CeIIar ---? ---- - I ---� °° i Unfinished 2"x10" landing I -----------------CeIIar 2"x8"landing g r I _ B_C joists at 16"oc ------; joists at 16 oc Utility P.C. slab -------------- Pc. slab _ -- d ? (see fnd. plan) ! (see fnd. plan) ? ------------------- --- 3 ? top of slab - Room ------------ ------ — - A1.2 I I I 2 HIM Al 2 Sheet Number : Section thru staircase Section 1/4" = 1 '-o" S1 _ ridge board A3.5 (see roof plan) 'I 2 kk S 1 �, a y. 1 - - 12 y�, nd e board ( rid a board .. ...;. '� .. r, i roof rafters 11 I, 9 7.5� �� (see roof plan) i� (see roof plan) see roof plan) / roof rafters see roof IanL r -i L �fi 1 ( P ) x t I\A1C j{ },r Jyxy x'1`yd,'z1 .f' 7�X, i�(YX'r 7� axl7xx kkXY1 k�l) 1 2 ;_ i.f, 1 2 l t; insulation a �� ,. f rafter (see schedule) i-;y 7-5'� ;,Z�}} (see roof plan) J ��^�, 7.5 2"x12':purlin t` ;�2 2"x12"purlin AOa C r® n a (typical) Attic ceiling joists Y. (typical) Unfinished roof rafters S2 L , (see structural plan) y".�., (see roof plan) Arch i C S2 _- Attic == l_ A6.2 A6.2 ceilingheight 21 Main Street Stony Brook NY 11790 -12 3 6 _ -- - late heightT. - I phone. 631 686-6585 dropped soffit for low beam ceiling joists (see structural plan) 36 fax. 631 686-6786 see structural Ian email. MMacrina@optonline.net low beam low beam == ■ web. MMArchitectAlA.com (see structural plan) (see structural plan) = �a�Q`\ i L - r a — �o°� �O- r Bath rm. = rn �O� oQ� These plans are an instrument of service and are --- O s 6 Beed room +i a I •� �� 5���`0� the exclusive property of the architect. ___ ^s Q' '� C`� Infringements of the concepts and design ideas P-,�� i Typical Exterior Wall Assembly Bedroom m o� M1 # 3 o Q p presented on these drawings shall be prosecuted 2"x6"exterior wall studs at closet Hall .� a to the fullest extent of the low. Copyright 2019: 0 #4 _i ' flOOrjOatS ----- -- -- -- Michael M cr' a Architect, pc. A rights 16"oc with double to late flush beam ^ o - h o m A i n reserved, P P o (I' (see structu I plan) no part of the plans may be reproduced without and single shoe plate / (see structural plan) t \/ the expressed written consent of the architect. min. tall second floor subfloor flush beam (see structural plan) / railing 3/4'subfloor plant plate hei ht Drawing Status sec. floor subfloor _ _ _ _ _ _ shelf �' te late height _ ��/ �' r flush beam _ .' �._ _=- _ to of beam -- _- - - --- floor oists ( ee structure P a ) - s n - - - --_ _- - - decorative beams - 16" 1 (see structural plan) (see detail 4 0" sht.Al Foyer sued oi n r h - a ig po c C J. Unco�er i ed w hh F.J. 't house ' o = Living _ #2 Construction Patio o Room , I i Se e section A' for~Covered Porch information. =- I, - - - --- first, floor subfloor first floor subfloor Ilk first floor subfloor Dates /r / y _ \.x �j. �p of porch floor _ 1/31/20 Issued for Construction Section IIII VA 11 ill _ I) °^ 2/23/21 Updated Code u floor joists u (see structural plan) I 1/4" = 1 '-O" P.C. foundation wall (see fnd. plan) I s I S1 Unfinished ► A3.5 rid� � 2 I Cellar I 2 ( see groof plan) A1.2 i P.C. slab (see fnd. plan) ( 12 S2 -12 �" y A3.5 roof rafters ✓, � \ S1 (see roof plan) y No. Date Description A3.5- - dormer plate heig�t IJ 1 2 8 Project . Section 12" Unfinished 1,{ r y`: ij7-5 Al overhang roof rafter roof rafters Proposed 1 /4 - 1 -O �, beyond Attic '�L (see roof plan) i 12 `; Jy '. "' _ 3/4"plywood subfloor / r 7 5:�\ throughout attic _� _ _ tower plate height Residence attic subfloor ceiling joists I 1 _ (see structural plan) I 24" 1 overhang / ff S1 ceiling joists flush beam \� �� For 18" (see structural plan) (see structural plan) i ridge board A6.2 o erhang (see roof plan) - -- _ ca 1 12 Y{ T- 12 Bathrm. —� i = Bedroom 1 j r1/4 x 14"Ivl cross r 3 �� ,:; - roof rafters �kf�.; � 'o� � 7-5� t ' (see roof plan) 1X 7797.5 #4 #5 blocking at 16"oc L.r 1%4'x 14"Ivl cross _ roof rafters Rachel r. - 2"x12"purlin "i" 2"x12"purlin blocking at 16"oc see roof Ian (typical) / ,,N t Attic ceiling joists (typical) ( plan) S5 S2 r' (see structural plan) t,yi S2 A6.2 A6.2 ; � 12 A3.5 Murphy - (_ �4-5 sec. floor subfloor plate height f -_-_- - - - A - - - - to of beam `kT f, f�,,/ , - 21695 Soundview venue _ _ �� _ to of beam 12 Southold, NY 12 � - 36 dropped soffit for low beam - -floor 24' (see structural plan) 36 flush beam under ? = (see structural plan) ceiling joists overhang bearing wall (see structural plan Jurisdiction °oo� _ �a = see structural plan) low porch beam o - s Q I •� - `L see first floor o � o0 Wa lk-in Walk-in m i floor joists . o o I POWde1 structural Ian des°a (see structural plan) °�o� i see section A _ _ plan) = Town of Southold Closet �- Closet 5 m Office #2 N #� �° for Covered Porch ROOM #2 Kitchen Dining Q ° o information. ROi Covered o Suffolk County j • ; i I I I Porch roof rafters ( �' �' (' Drawn By: -_ (see roof plan) second floor subfloor — - - - - P.C. slab M.P. z plate height --_ --- first floor subfloorJill _ _ ---- i. r r _ _� first floor subfloor Checked By : t 1 t y to of porch floor Ln 1 �' �' x �'� '� 1 l 1�/`1, ;� T ( .�. I � �.1, 1 I / 1� '\ \�, 1 / J / /\ IMA/111111 J. M.A.M. I P P 1 , ;1 �� a 1" �_ ti' - �)_ ? \ a_ 1 t 1I � � � top of porch floor IEEE ceiling joists I _ I _ EHI t? G low porch beam It " floor'oists (see structural plan) (see structural plan) Job No. CO -- - I I dr rat Cvered I - - (see structural plan) 1764 _ Porch � __ Sheet Title Unfinished k - ----- -- IE column beyond I I I ■ Cellar to be wrapped , PP 4 S i ---- see foundationplan) ect o� s p.C. slab P.C. slab see fnd. Ian ® G - (see fnd. plan) - - - _ first. floor subfloor \ K2 I I L%01 ill I�_fl I I ill"111 Itm -H-VM I I I I I LEM 10 ' A1.2 l J� 'l-,TA S e ct i o n Sheet Number Section 1/4" = 1 '-O" Fill 1/4" = 1 '-O" 9311 I (4)2"x6"on the Flat to be ripped to match width, _ Secure to Joists Above I Ian color to mmatch trim cip cap olor ng when to low porch beam see structural Cross Block Between Joists p ( plan) parallel joists Gyp. Board Clg. Blocking behind I h- P 1 crown moulding I 5/4"x3"drip cap to be I Wra structure with ' 3/4"Stool 2 tapered& ripped to size k. , 3/4"Thick with drip cut 4 . _.�._�: `.....:......... .. •:..'-..a:..:..:. '.:.'.:...:•l."..:: ..'::.ham• '`+... ��.��_- soft flashing prior to I � ��, 4 V 10" C 'Azek'to - window installationhead �1Y4'overhang Fin. Dim. 01 be painted _ 2 6 " casing all 3 sides �- Q Exterior Caulking `•- 2 6 blocking ea.side ^ ` (typical) Q 1"x4"Apron , „ , a ' C hiva E� I 1 2 6 - Azek Historic SiII 2 6 Miter Each End& I E-5/4 x4 head casings _ _ I „� to be painted(#AZM-6930) Return Into Wall 'Azek'Rams Crown �v #AZM-6934 2 6 I I . i� I At rc f'1 ltE) ct 1 x6 Poplar to be Painted � _ ` ��- Typical Gyp. Board C Typ. moisture barrier �, Typical Exterior `+ rabbet to recieve siding I ' 21 Main Street Stony Brook NY 11790 L3/4"Thick'Azek' Typ. Crown Moulding Sheathing '1 g Q bottom wrap ^ = 1"x6" Poplar to refer to typical interior recess 1/4'from specifications Typical Siding I I side wrap 'Azek' be Painted PI h 5/4"x4"side casing I i phone. 631 686-6585 Base Cap Mould'g i i fax. 631 686-6786 (#AZM-164) Gyp. Board Wall email. MMacrina@optonline.net TYPICAL BEAM Typical Window Sill Detail I I web. MMArchitectAIA.com I I TYPICAL PERIMETER 3 These plans are an instrument of service and are Typical Coffered Ceiling Detail i 3" = .1 '—O" in wood frame Wall I I the exclusive property of the architect. A6.1 I I Infringements of the concepts and design ideas I I presented on these drawings shall be prosecuted ' I to the fullest extent of the law. Copyright 2019: 3" _ '1 '—O" Exterior Caulking(typ.) Michael Mocrina Architect, pc. All rights reserved, 1�" 5/4"X 4" Exterior Trim Board I I no part of the plans may be reproduced without I 4 I the expressed written consent of the architect. Fin. Dim. 3/4"Thick cut to size I I A6.1 'Azek'to Exterior Typical Exterior Sheathing i be painted I Side [Cline over window flange with 'Azek'historic i i Drawing Status soft flashing sill extension 1 2 with drip cut --------------------------- E space of sill below (#AZM 6930) o � 6 6 " 36 ' = Typical Window 6"x6 Treated Post - - y 1- t be fastened -` Issued for ° Second Flr. to P.C. Pier 2"x10" _ Trim & Shutter Detail roof rafter °.o 'A� j^ `' Wrap structure with 3/4" _ 'I '-O" OnSI clOn Shiplap&Glue joints 'o°°s, sr. sit rafters on soft flashing prior to 'A. �'° 2"x6" late �, o P N N window installation over C.J. a j'Azek' - - � � .,. _ . , _, ; i Scotia Mould' 2"x6"roof rafters (#AZM-93) g to create sweep line of stool below Typical Siding Dates ' S/4"x8"'Azek'Base floor joists insulation Drywall Aluminum Flashing Typical Gyp. to be painted (see scheudle) color to match trim board 1/31/20 Issued for Construction " Interior p 2/23/21 Updated Code 12 1 x6 Poplar Flat Trim Board 42" window header Side 'Azek'drip cap(#AZM-197) overhang to align (see plan) w. porch overhang Typical Stud Pocket Detail 2"thick First Floor r I I p - 5/4"x4"Exterior trim board I I bluestone cap window zn 3" = 1 '-O" I Ft (see plan) Cover window I with soft flashing flange Casingto nterior Exterior Caulking be selcted I Sweeped Rafter (typical) N N N N N N I�7 I � typical siding 'I/2" _ '1 '-O" / I over pier i Extension Jamb --- —---- ------ -- -- o 00 o o I Description o. ate es n j 2 4:; / t• Z i o u . 0 I Project 00 5/4"x4" Flat N Typ . Window Head Dtl . Proposed Casing strapping ,... Residence L (see sht.A3.5) J :: 3" = '-O.. tapered poured ra ter �o Line of Sill Below - / concrete pier Exterior Ii Treated Post �� Typical Siding 1"x8"fascia `p= 4" 1'-8" 3" 1'-8" 4" as Required Bend Shingles 2 thick bluestone Window Rough Opening Window Rough Opening q Typical Exterior For post base see --- pavers tower late height ht g P g g P g " Sheathing i detail sht.A-6.2 . / Y 9 ceiling joist r` 1 2 PI Sheathing Typ. moisture barrier (see structural plan) bottom of fascia Typical Gyp. Board / window header � Interior Typical Siding / (see structural plan) _ _ window head height Extend sill 1"past casing N N N N N N P g Rachel Q Q ° o / Exterior Caulking(typ.) —� 2 6 ° Q a ° 4"thick poured window wood bracket ° d concrete slab ° Q (see floor plan) (see detail same sht.) \ / a a, / a, a, a, 5/4"x4"exterior °o 2_0 -17 Ztrim board 2 6 miter Murphy Q overhang o Cover window flange 'Y 1, ooQ 5/4"x4" Flat ° ^, 0Oo with soft flashing 2 6 1 x4 casing 21695 Soundview Avenue Q haunch slab down Casing N Exterior Caulking Q° ° to pier % (typical) Southold, NY Extension Jamb Jurisdiction poured concrete pierT �Line of Sill Below o s Wrap structure with o o (see foundation plan) o soft flashing prior to 1�1 5 - ° a Exterior " Typical Siding window installation Town of Southold Tower Overhang a n Detail �Y " Bend Shingles 0 °a Q g 4' 2'-6- 4 as Required � Exterior 0 � Interior Suffolk County Window Rough Opening o / Q 3/,4 _ 'I '-O" 1/2" Ply. Sheathing Side = Side U Plan Detail Drawn By: ° ° �?.;. of attic window at curved wall M.P. r,,,,��w�� E 1-1/2" = , •_O•' Typ . Window Jamb Detail v . 3.. = 1 -O.. Checked By: ., M.A.M. 1 " l: Install Schluter-Kerdi DS waterproofing Schluter-Kerdi Kers-B Job No. Schluter drain assembly membrane on all three sides of curb - preformed, seamless �,�. a _ drain cover to be selected by owner r wall to floor corners as required e for ons 1764 Install Schluter-Kerdi DS waterproofing I Sheet Title 1/2"cement board membrane flashingaround drain flange 3/4"thick stone cap to G ° at all shower walls be selected ! a d Tile to be selected over thinset mortar over ______-_-_________ Misc. De, ails Install Schluter-Kerdi DS o Q ° -Schluter-Kerdi DS waterproofing membrane over o v 8 waterproofing membrane on walls to ceiling -thin set mortar over -Schluter-Kerdi pre-sloped shower tray over 2 4 see Ian oo -thinset mortar over P custom catch screen -plywood subfloor the to be selected on 2 4 each side of curb Mfr: Prowood market.com i n nnn Typical Porch Model# 13T3 2 4 Finish: Smooth , Column Enclosure Detail Species: Western Red Cedar Install Schluter-Kerdi-Band corners 3/4"plywood subfloor Sheet Number in thinset at wall to floor base as per manufacturer's specifications Typical Tower Brackets Typical shower pan & curb detail rr = .l •-Orr 3., = 9 •-Orr 41ZC.41TLCT9 N4ACIZINA P.C. _... 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: June 17,2022 1 To: Town of Southold - Department of Building Safety, Inspection& Enforcement Building Inspector 54375 Main Road Southold,NY 11971 Re: Floor Joist Substitution Murphy Residence 21695 Soundview Ave., Southold,NY 11971 SCTM# 1000— 135—01 -07 Dear Inspector, Your department has issued a building permit for a proposed residence located at the above-mentioned address. The architectural plans include specifications for TJI (aka `I'joists). The contractor substituted the joists with the Tri-Force open web floor trusses. This is an acceptable substitution. I respectfully request that you accept this letter as confirmation for my approval. Please feel free to contact me with any questions. Sincerely, 03 1 � J \�OfifiNE�N,� i hael A. Macrina, AIA e�red Architect BUILLI,ry �Oat- T010,J^J 0F SC;i it "0 1 ! ABBREVIATIONS AND LEGEND SHEET INDEX ACQ ALKALINE COPPER QUATERNARY EXT EXTERIOR MAX MAXIMUM SAB SOUND ATTENUATION BLANKET Sheet No. Description ACT ACOUSTICAL TILE EF EXHAUST FAN MIN MINIMUM SEC SECTION AL ALUMINUM EW EGRESS WINDOW MO MASONRY OPENING S.F. SQUARE FEET Cj-1 Cover Sheet ALT ALTERNATE FAI FRESH AIR INTAKE MRB MARBLE SIM SIMILAR ' A.FF ABOVE FINISHED FLOOR FC. FIRE CODE M.S. MARBLE SADDLE SPR SPRINKLER(HEAD) Project Data ASF ABOVE SUBFLOOR FD FLOOR DRAIN MTL METAL SQ SQUARE A.S. ALUMINUM SADDLE FIN FINISH(ED) MFR. MANUFACTURER SS STAINLESS STEEL A.P.B. ANTHONY POWER BEAM FLR FLOORING) N/A NOT APPLICABLE STC SOUND TRANSMISSION CONTROL G-1 General Notes ^ (� B.C. BRICK COURSE(S) FPSC FIRE PROOF SELF-CLOSING NIC NOT IN CONTRACT STD STANDARD It M i �./ h V I BD BOARD FT FOOT(FEET) NOM NOMINAL STL STEEL BOT BOTTOM F.J. FLOOR JOIST NR NOT REQUIRED SD SMOKE DETECTOR General Specifications lls BLDG BUILDING FTG. FOOTING NTS NOT TO SCALE T.C. TOP OF CURB `I is "" Maori na CBB CEMENT BACKER BOARD GA GAGE, GAUGE OC ON CENTER(S) TEL TELEPHONE G-2 Energy Code Notes CL CLOSET GALV GALVANIZED OCC. OCCUPANT(S) THK THICK(NESS) CLG CEILING GFt GROUND FAULT INTERRUPT OH OVERHANG T.O.S. TOP OF SLAB Insulation Schedule Archite ct CLR CLEARANCE) GL GLASS PART. PARTITION TP. TOILET PAPER COL COLUMN GWB GYPSUM WALL BOARD P.C. POURED CONCRETE TPF TEXTURED PAINT FINISH Air Barrier Schedule CONC CONCRETE GYP. BD. GYPSUM BOARD P.L. PROPERTY LINE T.S.P. TEXTURED SPRAY PAINT 21 Main Street Stony Brook NY 11790 i CONT CONTINUOUS 'GP' GEORGIA-PACIFIC P.T. PRESSURE TREATED TX TOILET EXHAUST CMU CONCRETE MASONRY UNIT HC HOLLOW CORE PT-EGS PAINT, EGGSHELL SHEEN TXF TOILET EXHAUST FAN Schedules phone. 631 686-6585 G_3 CT CERAMIC TILE HDW HARDWARE PT-FL PAINT, FLAT SHEEN TV TELEVISION - -- � fax. 631 686-6786 CS CORRIDOR SUPPLY HM HOLLOW METAL PT-SG PAINT, SEMI-GLOSS SHEEN TYP TYPICAL Plumbing Riser Diagram email. MMacrina@optonline.net C.J. CEILING JOIST HOR HORIZONTAL PKT POCKET TEMP TEMPERED we MMArchitectAlA.com CANT CANTILEVER HP HIGH POINT P.S. PEDESTAL SINK TECO JOIST HANGER CMD CARBON MONOXIDE DETECTOR HR HOUR(S) QT QUARRY TILE U.O.N. UNLESS OTHERWISE NOTED �` g r These plans are an instrument of service and are DIA DIAMETER HT HEIGHT RAD RADIUS VB VINYL BASE the exclusive property of the architect. HD HEAD REQ'D REQUIRED VCJ VERTICAL CONTROL JOINT Al . 1 Foundation Plan Infringements of the concepts and design ideas DIM DIMENSION presented on these drawings shall be prosecuted DR DOOR HVAC HEATINGNENTILATING/ REV REVISION(S), REVISED VCT VINYL COMPOSITION FLOOR TILE to the fullest extent of the law. Copyright 2019: DTL DETAIL AIR CONDITIONING RM ROOM VIF VERIFY IN FIELD Michael Macrina Architect, pc. All rights reserved,no part of the plans may be reproduced without DWG DRAWING IN INCH(ES) R.J. ROUGH JAMB VWC VINYL WALL COVERING Al .2 Foundation Details the expressed written consent of the architect. DN DOWN INT INTERIOR R.C.N.Y.S. RESIDENTIAL CODE OF WC WATER CLOSET D.F.U. DRAINAGE FIXTURE UNITS INV INVERT NEW YORK STATE WD WOOD EA EACH JT JOINT R.R. ROOF RAFTER WR WATER RESISTANT EL ELEVATION KIT KITCHEN R/R REMOVE &REPLACE ZR ZONING RESOLUTION A2, 1 First Floor Plan Drawing Status EQ EQUAL LAV LAVATORY EX EXISTING LVL LAMINATED VENEER LUMBER this illustration Is to be used only as a general rendering for the cover sheet EXH EXHAUST L.C. LINEN CLOSET A2.2 L.C.C. LEAD COATED COPPER Porch and Patio Plan and IS not to be used for construction, refer t0 the exterior building elevations only MATERIALS Issued for A2.3 Second Floor Plan VF PLACARD CODE DATA B BRICK VENEER 151111IF91111IF911111 EARTH U I L D I N G DATA Construction 111EA1111IM11111 111111 CONCRETE MASONRY UNIT INSULATION (THERMAL) A3. 1 First Floor Structural Plan NOTICE OF UTILIZATICN OF TRUSS TYPE CONSTRUCTION, •202O RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER •ENERGY CONSERVATION - 2020 RCNYS STEEL 'PVC' or COMPOSITE MATERIAL CONSTRUCTION IN RESIDENTIAL STRUCTURES •STRUCTURAL & LATERAL DESIGN - 2020 RCNYS Floor Level Existing Proposed Total A3.2 Second Floor Structural Plan (In accordance with Title 19 NYCRR PART 1265) •PLUMBING : 2020 RCNYS Cellar Level (finished) ROUGH WOOD RIGID INSULATION TO: Town of Southold *ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS 4) Dates •MECHANICAL : 2020 RCNYS First Floor Level 2,089 sq.ft. g W A3.3 Roof Framing Plan CONCRETE FINISH WOOD OWNER OF PROPERTY: Rachel Murphy •TON OF SOUTHOLD MUNICIPAL CODE � 1/31/20 Issued for Construction � ._ Second Floor Level 2,089 sq.ft. 1 SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 2/23/21 Updated Code PLYWOOD GYPSUM BOARD A3,4 First Floor Braced Wall USE: Single Family Detached Residential « { � 21695 Soundview Avenue, Southold, NY Attic Floor Level 7/2/21 Issued for Construction SCTM#100-135-01 -07 CONSTRUCTION: Wood Frame Platform (un-sprinklered) Total 4,178 sq.ft. section number Second Floor Braced Wall Q PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): i SYMBOLS AA5 SECTION I New Residential Structure ENERGY CODE COMPLIANCE METHOD o Covered Porch 1,220 sq.ft. Meet number A3.5 Strapping Details li Uncovered Patio 800 sq.ft. ❑ Addition to Existing Residential Structure q ft [--� EXISTING WALL 2 detail These plans have been prepared as per section - ❑ Rehabilitation to Existing Residential Structure "-4 pRF4e_bl� 2 DETAIL Nailing Schedule N1102.1 .5 - Total UA Alternative Path by Uncovered Patio#2 176sq.ft. NEW PARTITION L77i A-4 �t TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT UtIIIZIng RESCheCk-Web Software Roof Deck#1 314 sq.ft. number Framing Details PROPERTY REFERENCE ABOVE WILL UTILIZE (see attached REScheck Calculations) to REVISION CLOUD Utility Protection Detail (check each applicable line): Ln Contractor to coordinate and schedule all required inspections with Roof Deck#2 140 sq.ft. C4% DOOR Y ❑ Truss Type Construction(TT) third party testing agency. G Garage 416 sq.ft. No. Date Description STRUCTURAL BEAM ❑ Pre-Engineered Wood Construction(PW) -Air seal inspection (if required) -Insulation inspection WINDOW A4. 1 Front Elevation ❑ Timber Construction(TC) -HVAC duct leakage inspection (if required) Project IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): -Blower Door Test JOISTS / RAFTERS 211twi WINDOW/ EXT. DOOR NUMBER A4.2 Left Elevation ❑ Floor Framing, Including Girders and Beams Proposed identification see schedule Climatic & Geographic Design Criteria Table R301.2(1) number ( 2 REVISION NUMBER ❑ Roof Framing(R) 211 floor level INTERIOR DOOR NUMBER Right Elevation Floor Framing and Roo i Ground Snow Load: 30 psf AREA DIAGRAM / CLASSIFICATION Residence two-digit SMOKE DETECTOR identification (see schedule) number Speed: 140 mph ultimate wind speed (136 actual floor level 12Ei0rizontal ROOF PITCH A4.3 Rear Elevation SIGNATU DATE: 11 ROOM NUMBER Q 5F-vertical c Topographic Effects: No window two-digit Building Section A PRIN AM "�~ o Well a� Wind Exposure Category: D For identification (see schedule) -------- ABOVE / BELOW/ HIDDEN CAPACI Che n ner p number ( Owner's Representative Cellar floor level Seismic Design Category: B Entrance WALL TYPE _ Special Wind Region No �- CENTERLINE A5. 1 Building Sections B-C e" DIAMETER 11111 2 elevation number g Wind Borne Debris Zone Yes J ELEVATION MARKER 1 n� 3 INTERIOR ELEVATION Unfinished 4 sheet number It= � PLAN KEY A5.2 Building Sections D-G Weathering: Severe pace REFLECTIVE RED REFLECTIVE WHITE Rachel(see plan key notes, same sht.) PANTONE#187 U � Frost Line Depth: Winches Murphy .270 Termite: Moderate to Heavy A6. 1 Misc. Details Unexcavated `o 21695 Soundview Avenue Winter Design Temperature 11d Unexcavated Southold, NY Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters ZONINGANALYSIS Flood Hazards N/A Jurisdiction H Air Freezing Index 618 [Un,covered<✓' Car 1/2" Mean Annual Temp. 52.1 degrees E trance Patio#2 �� �. Town Of SOuthOld, VICINITY MAP The construction type STROKE Component and Cladding Loads: TableR301.2(2)ll be Suffolk County -Variance has been approved for rear yard tlesignaIfl",' 'or" p "I","II","III","lV"or"V" to indicate the construction en O ZONE 4 21.2 -22.0 > classification of the structure under DESIGNATION FOR STRUCTURAL ZONE 5 21.2 28.0 _J y Drawn By : i setback to top of bluff as per ZBA file #7295 section 602 of the BCNYS - Living Space cover �, Poo, R. COMPONENTS THAT ARE OF 0 Poir� C TRUSS TYPE CONSTRUCTION N ZONE 1 19.4 -21.0 0 Garage ! /; h i , M.P. -Variance has been approved to locate pool FLOOR CONSTRIDERS AND O z - GIRDERS AND BEAMS o d' ZONE 2 19.4 -24.0 ,�,� i Checked By: ncovered ' "R" ROOF FRAMING L_ ' �/ i f ill I" l ,_ ZONE 3 19.4 -24.0LL � � �� Patio#1 M.A.M. .� in side yard as per ZBA file #7295 - TR" FLOOR AND ROOF FRAMING �` ZONE 1 12.2 -1 9 1286,; 9.0 Job No. ` 0 0 0 _ NE�-! o� Iq ZONE 2 12.2 -33.0 1764 21b95SOurrtiview IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED � ^_ Avenue WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, THE CONTRACTOR "' ZONE 3 12.2 -49.0 Sheet Title IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR PART 1265. ZONE 1 10.0 -21.0 if uk�fh tia test t:hurr:h IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT THE CD _ Cover Sheet ' AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER LOCATION "I- ZONE 2 10.0 -35.0 LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. o ZONE 3 10.0 -53.0 Roof - Project Data Deck#2 Call Before You Di Zone Diagrams : J i1J D � Locator Mark ColorS 2 i p Living Space F' Deck#1 I Becttic Power Lines 2,- a p Gas,411,or Steam ' 3 2LL 4' Communfication Lines,CATV 5 ' S 'C Sheet NumberFt_)VVN Ol ,Sc, i rl-ic;t-.s 2 2 Potable Water s 4 3 4 U s 4 3 3 4 Reciaimod Wafer, Irri9MIlon,Slurry Know what s b OW. Sewers and Drain Llnes Wab l e s s � Interior rior 5 5 __-- rrit,al t <;Iv�s ne _ Temporary Survey Markings Edge 1r8��be#ore you dig. Perimeter prop"M tExcna on Zone Zone - ll GENERAL CONDITIONS CONCRETE GLAZING DRYWALL ELECTRICAL 11 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations.The following shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold&moisture resistant 1. All electrical work shall conform to rules and regulations of the tE All codes shall supersede the drawings and shall be incorporated into otherwise on plans. a. 2 x nominal lumber, or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of 2017 National Electric Code, NFPA 70-2017 and the 2020 j'° I, t,* I r - the drawings,whether they are indicated on the plans or not. GENERAL - b. Two thicknesses of 1 x nominal lumber with broken lap joints P Residential Code of NYS. r: _., fi. R ;�;, _. a. Glazing in fixed an operable panels of swinging, sliding door tape and three coats of spackle ., 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2'x4' or 2 x6"wood studs at 16'oc and bifold door. 2 The I � - .¢ :' __ 2. Contractor shall check and verify all dimensions, notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural with joints backed up by SHOWER WALLS&CEILINGS: 1/2" cement board e Electrical equipment and wiring shall be installed in accordance ; °`p . at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape with chapters 34 thru 43 of the 2020 Residential Code of NYS. notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2" 2"x4"on the flat d. One thickness of 3/4"particleboard with joints backed b 3/4" and one coat of thinset 3. Electrical work to be Fire Underwriter's inspected and approved. and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2" 2"x3"stud at 16"oc P Y c. Glazing in all unframed swinging doors. particleboard. 4. All electrical outlets in"wet"areas to be round fault interru ter discrepancies after beginning the work shall be the full responsibility 3-1/2' 2'x4' stud at 16 oc GARAGE WALLS&CEILINGS: 5/8"type-x gypsum board g P of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2" 2"x6"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools, saunas, where noted on plans with one coat of tape and (G.F.1.)type. i C,` h Za E� I a minimum of 3,500 psi. f. 1/4"cement based millboard steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle 5. Working clearance dimensions around electrical panel to be a 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom minimum of 36"deep x 30"wide x 6-6"high. Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board � c,--- r i ni.-a conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 6. All electrical work to be performed by a local licensed electrician. _K_A_ It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. three coats of spackle Ground-Fault Circuit-Interrupter Protection. Owner immediately if the occurs. of the form. FIRE PROTECTION OF FLOORS e. Glazing in an individual fixed or operable panel adjacent to a door Locations. ArchitE) ct d. Lap top plates at corners and intersections. shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood,steel, aluminum, plastic,a composite of Any top plates that are cut to fit ductwork, headers, pipes,etc.shall 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of 1.All bathroom receptacles are to have G.F.C.I. protection. prior to any excavation.Any utilities shown on the plans are an cement and foam insulation,or other approved material suitable for be strapped with a metal strap as specified on plans. gypsum wall board,5/8"wood structural panel or equivalent on the underside or walking surface and it meets either of the following conditions: tape and three coats of spackle 21 Main Street Stony Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient of the floor framing member. Penetrations or openings for ducts,vents, 2.All garage&accessory building receptacles are to have G.F.C.I.protection. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2"x nominal thickness. electrical outlets,lighting,devices, luminaires,wires,speakers,drainage, e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one 3.All outdoor receptacles are to have G.F.C.I. protection. 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic, or other suitable piping and similar openings or penetrations shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats 4.All crawl space receptacles are to have G.F.C.I. protection. phone. 631 686-6585 with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle P fax. 631 686-6786 freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5.All unfinished basements receptacles are to have G.F.C.I. protection. email. MMacrina@optonline.net 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the 6.All kitchen receptacles that serve countertopsurfaces shall have web. MMArchitectAIA.com from their subcontractors as required by the authority having jursdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width.Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. FLASHING / SEALANTS / TAPES G.F.C.I. protection. The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D, or other approved equivalent sprinkler system. These plans are an instrument of service and are occupancy and/or certificate of compliance. f. Glazing in an individual fixed or operable panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is 7.All laundry, utility and bar sink receptacles that are located within 6ft. the exclusive property of the architect. P y P b. Floor assemblies located directly over a crawl space not intended of the outside edge of the sink are to have G.F.C.I. r Infringements of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided the following conditions shall be considered to be hazardous location: in contact with soil or concrete. 9 protection. resented on these drawings shall be prosecuted 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60%of the for storage or fuel-fired appliances. P 9 8. Electrically heated floors, hydromassage bathtub, spa and hot tub to the fullest extent of the law. Copyright 2019: over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil)hidden metal flashing where locations are to have G.F.C.I. protection. Michael Macrina Architect, pc. All rights reserved, bottom of footing continuously up to the finished grade line. of the stud, and the hole is not located in the same section as a cut where complying with the following: tops of level roofs intersect with vertical wall surfaces. See plan for P part of the pions may en reproduced without th 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled c.1 The aggregate area of the unprotected portio7s does not exceed f.2 The bottom edge of the glazing is less than 18 inches above metal specification. 9.All receptacles within 6 feet of the outside edge of a bathtub or the expressed written consent of the architect. ° ° the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40/o and up to 60/o dhall be doubled with not more than two 80 square feet per story. the floor, shower stall are to have G.F.C.1 protection. successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys, skylights 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R30211.1 installed along 0 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. _ Drawing Status : all work during construction against damage, breakage, collapse, down straps,basement sashes, crawl space vents, etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the Arc Fault Circuit-Interrupter Protection. distortion and misalignment according to applicable codes, standards h. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specificaiton. Locations. and good practice. d.Wood floor assemblies using dimension lumber or structural composite f.4 One or more walking surfaces are within 36 inches measured 1.All branch circuits that supply 120-volt, single-phase, 15&20 amp STRUCTURAL STEEL Bearing Walls: q g y horizontally and in a straight line, of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior outlets installed in kitchens,family rooms,dining rooms,living rooms, 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2"x4"studs spaced at lumber equal to d rester than li inch b 10-inch nominal dimension, P P or other approved floor assemblies demonstrating equivalent fire doors. See plans for metal specification. parlors,libraries,dens,bedrooms,sunrooms, recreation rooms,closets, The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16 oc of type of lumber specified unless otherwise noted on plans. g. Glazing in guards and railings, including structural baluster panels I w performance. hallways, laundry areas and similar rooms or areas shall be protected by -t S u --- f necessary for the proper execution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi and nonstructural in-fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to a combination a arc-fault circuit interrupter' The Contractor shall be responsible for all materials and equipment An les&Channels ASTM A36 F =36 ksi b. If a double to late of less than 2 2"x is used,floor shall be 2. Combustible Insulation Clearance a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertical) u i type p installed to provide P9 Y P P ( ) J 9 g y p against the stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of Combustible insulation shall be seperated not less than 3 inches from chimney a minimum of 4"and let-into horizontal masonry joints 4". protection of the branch circuits. .PLAI 0 Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". recessed luminaires,fan motors and other heat-producing devices. h Glazing in walls,enclosures or fences containing or facing hot tubs, Single-and Multiple-Station Smoke Alarms.m U01,0%ist, 11. The Contractor shall have the building department approved plans and spa's,whirlpools,saunas,steam rooms,bathtubs,showers and indoor or 6. Flash,caulk and seal all junctions of new roofs,walls and All L ­01" n any other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia. conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of Exceptions outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. smoke alarms shall listed in accordance with UL 214 and with entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Where heat-producing devices are listed for lesser clearances, less than 60 inches measured vertically above any standing or walking installed in accordance wth the provisions of Section R31 of the whichever is turned for tightening. fire blocking. combustible insulation complying with the listing requirements shall be surface shall be considered to be a hazardous location.This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 2020 Residential Code of NYS and comply with the provisions 12. All Contractors and Subcontractors shall be licensed and insured. separated in accordance with the conditions stipulated in the listing. apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. of NFPA 72. 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross Locations. (Section R314.3) 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123 &A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped Single and multiple-station smoke alarms shall be installed in techniques, sequences,procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. the following locations: programs in connection with this project. 4. All welding shall conform to AWS code D1.1 'Structural Welding Code' Nailing: and in a straight line,from the water's edge of a bathtub, hot tub, for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a Tyvek' 1. In each sleeping room. Dates 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or approved equal flashing tape.Jambs first then head over jamb tape. 2. Outside of each separate sleeping area in the immediate and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than vicinity of the bedrooms. 1/31/20 Issued for Construction shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a 3. On each additional story of the dwelling, including basements manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory,and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the plane of soft flashing pan over the rough sill framing continuously up each side. and habitable attics but not including crawl spaces and uninhabitable 2/23/21 Updated Code details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between attics. In dwellings or dwelling units with split levels and without 7/2/21 Issued for Construction Contractor shall be responsiblle for correction of any work that prevents if not specified otherwise on plans. compliance with AAMAANDMA/CSA 101/I.S.2/A440.Exterior side-hinged flights of stairs and ramps shall be considered to be a an intervening door between the adjacent levels, a smoke alarm the correct installation of a specified product noted on the plans. MASONRY doors shall be tested and labeled as conforming to AAMA/WDMA/CSA hazardous location. VENTILATION installed on the upper level shall suffice for the adjacent lower 15. The Contractor shall keep the job site clean, safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. j. Glazing adjacent to the landing at the bottom of a stairway where 1. MECHANICAL VENTILATION: level provided that the lower level is less than one full story below the upper level. 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" Local exhaust and whole house mechanical ventilation systems are to 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread be designed in accordance with section M1505 of the 2020 RCNYS 4. Smoke alarms shall be installed not less than 3 feet horizontally without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. from the door or opening of a bathroom that contains a bathtub building permit unless signed and sealed by Michael Macrina Architect,pc 3. All masonry walls shall have'Hohmann&Bamard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 2. RECIRCULATION OF AIR: or shower unless this would prevent placement of a smoke alarm to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the design pressure Exhaust air from bathrooms and toilet rooms shall not be recirculated required by Section R314.3. in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified.Substitute anchoring systems used for substrates not specified FIREPLACES within a residence or circulated to another room and shall be exhausted When more than one smoke alarm is required to be installed within an DEMOLITION NOTES Through bolt with 1/2 diameter machine bolts at 24 oc by the fenestration manufacturer shall provide equal or greater anchoring directly to the outdoors. Exhaust air from bathrooms,toilet rooms and g q 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces kitchens shall not discharge into an attic, crawl space or other areas individual dwelling unit the alarm devices shall be interconnected in 1. Prior to demolition,the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. inside the building except for ductless range hoods. such s manner that the actuation t. one alarm will activate all of the Hearth Slab Thickness 4' min.thickness for hearth extension alarms in the individual dwelling unit.The alarm shall be clean audible in such as but not limited to gas, electric,water,telephone, cable, etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: g y No. Date Description In addition,the Contractor shall obtain utility mark-out prior to members are to follow manufacturer specifications unless noted Unfinished basements, habitable attics and every sleeping room Hearth Extension 8 for fireplace opening less than 6 sq.ft. 3. DOMESTIC COOKING EXHAUST: all bedrooms over background noise levels with all intervening doors closed. P commencing demolition or excavation. on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or Domestic cooking exhaust equipment shall discharge to the outdoors ROUGH CARPENTRY emergency escape and rescue opening.Where basements contain equal to 6 s ft. through a duct.The duct shall have a smooth interior surface, shall be Combination Detectors. Project : 2. Demolition work shall be done in strict conformance with local state 1. Minimum header size to be 2 2"x6"unless noted otherwise on Ian. 20. BOLTS IN WOOD FRAMING: one or more sleeping in rooms, an emergency escape and rescue 6" q g J ( ) P P 9 9 Y P airtight, shall be equipped with a backdraft damper and shall be Combination smoke and carbon monoxide alarms shall be permitted Hearth Extension 16 for fireplace opening less than 6 sq.ft. to be used in lieu of smoke alarms. and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any (front of opening) 20"for fireplace opening greater than or independent of all other exhaust systems. Ducts serving domestic 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings cooking exhaust equipment shall not terminate in an attic or crawl Proposed s equal to 6 sq.ft. Power Source. 3. The Contractor shall at all times provide protection against weather minimum Flo= 850 and E= 1.4x10 . No SPF lumber may be used standard washers. shall open directly into a public way, or to a yard or court that opens space or areas inside the building. (rain,wind, storms,frost or heat)so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20"min.firebox depth The required smoke alarms shall receive their primary power from equipment and fixtures free from damages. Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. Exception: the building wiring when such wiring is served from a commercial source, Exception: Thickness of 8"where firebrick lining is used and when rims power is interrupted, Residence property of the Owner which is to remain in use. Where installed in accordance with the manufacturer's instructions, primary P pted, shall receive power from a 3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. Basements used only o house mechanical equipment Wall of Firebox and where mechanical or natural ventilation is otherwise provided, battery.Wiring shall be permanent and without a disconnecting switch not exceeding a total floor area of 200 square feet. 4. Contractor to provide all necessary temporary supports as may be Distance from top 8"min. listed and labeled ductless range hoods shall not be required to other than those required for overcurrent protection. Smoke alarms required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: 6. Operational constraints and opening control devices: of opening to Throat discharge to the outdoors. shall be permitted to be battery operated when installed in buildings structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. Emergency escape and rescue openings shall be operational from without commercial power. = the inside of the room without the use of keys,tools or special knowledge. 2. Factory Built Gas&Wood Fireplaces 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: For 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb 2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing opening viecomplyingwith ASTM F 20 shall Factory-built fireplaces shall be listed and labeled and shall be installed Unless specified otherwise by the HERS rater consultant,the whole Carbon Monoxide Alarms. (Section 915 of the 202'0 Fire Code of NYS) a minimum E= 1.9xl06. on wood. Length of la bolts shall be a minimum 2/3 depth of Window ofo g ide c s vi T 90 s a be in accordance with the conditions of the listing, and shall be tested house ventilations stem is permitted to utilize a bathroom exhaust g g p permitted for use on windows serving as a required emergency escape g. Y P Carbon monoxide alarms shall be installed in the following locations: 6. All existing ductwork, electrical components,etc. in areas to be members being bolted together. in accordancewith UL 127. fan to run at a continuous rate of 90 efm as per table M1505.4.3(1) and rescue opening. Emergency escape and rescue openings shall1. Carbon Monoxide are required on each level on which sleeping demolished shall be protected and relocated as required according 6. SHEATHING/SUBFLOOR have minimum dimensions as specified in this section. spaces are located,within 15ft. of the sleeping area. to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed Hearth extensions of approved factory-built fireplaces shall be installed 5. VENTED ATTICS: More than one carbon monoxide alarm shall be provided • All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension N/A where necessary to assure that no sleeping)area on a story 7. Contractor to provide dust-tight partitions between areas where center lines of framing members. 7. Minimum opening area: shall be readily distinguishable from the surrounding floor area. demolition work is beingerformed and areas which are finished or • Nails shall be laced 3/8"minimum from the edge of the sheets. Emergency and escape rescue openings shall have a net clear is more than 15ft. away from a carbon monoxide alarm. p P g opening of not less than 5.7 square feet.The net clear opening 6. s per S ED ATTICS: ^ ^ h ^ I in use. The minimum nail penetration into framing members shall be FIRE BLOCKING / D RAFTSTO P P I N G dimensions required by this section shall be obtained by the normal As per Section R806.5 of the RCNYS 2. On any story where a pliancfired appliances and equipment, ��.�16(c �e 1-1/2"for 8d nails and 1-3/8"for 10d nails. operation of the emergency escape and rescue opening from the inside. INSULATION solid-fuel burning appliances and equipment, 1. DRAFTSTOPPING REQUIRED: fireplaces or attached garages are located. SUBFLOOR: 3/4"rated plywood (48/24) When there is usable space both above and below the concealed space The net clear height opening shall be not less than 24 inches and the 1. Foam Plastic(spray foam)insulation shall have a maximum flame U r h SITE WORK / EXCAVATION to be glued&nailed to each joist of a floor/ceiling assembly, draftstopping shall be installed so that the net clear width shall be not less than 20 inches. spread index of 75 and a maximum of a smoke developed index of 450. Interconnection of Carbon Monoxide Alarms&Detectors: 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: When more than one carbon monoxide alarm or detector is required to prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2 exterior grade plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam) insulation shall be separated from the be installed within an individual dwelling unit or sleeping area,the 21695 Soundview Avenue approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas.Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than alarm devices shall be interconnected in such a manner that the actuation Excavation shall not commence until utility mark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2 gypsum board,23/32 wood structural panel or a material that of one alarm will activate all of the alarms in the individual unit. Southold, NY the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of The alarm shall be clearly audible in all bedrooms over background noise 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire levels with all intervening doors closed. be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 5/8 exterior grade plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as DC 315 or approved equal thermal barrier. HVAC Jurisdiction : soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade, it shall be provided with soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam)insulation used in attics&crawl spaces Combustion Air Equipment. of poor soil characteristics to the Architect and shall not proceed with perforated members. shall be protected against ignition using one of the following materials: Soild Fuel Carbon Monoxide alarms shall be listed, labeled as complying with Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2 thickness of mineral fiber insulation such as'Roxul'or equal UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4"thick wood structural panels Burning appliances shall be provided with combustion air in accordance with the sensitivity g Suffolk Count P 9 p labeled as complyingwith UL2075 and shall meet the sensitivi testing 3. The Architect has prepared)the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board appliance manufacturers installation instructions.Oil-fire appliances shall be and alarm thresholds of UL2034 or CSA 6.19.Carbon Monoxide alarms, y assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8 wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board be provided with combustion air in accordance with NFPA 31. soil characteristic of sand, silt sand, clayey sand,siltyravel and floor framing members.The integrity of all draftstopping shall be In dwelling units,where the to of the sill of an operable window opening detectors and alarm control units shall be installed in accordance y y y g g g Y PP g g P P P g Ducts with the R.C.N.Y.S. and the manufacturers installation instructions. clayey gravel(SW,SP,SM, SC, GM and GC)unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24"above the finish floor and greater than 72" Ignition barrier is not required when the foam insulation has been Drawn By: ED has been performed as per lable R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or Duct Insulation Power Source. g.x '. c�,�, unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: approved equal. All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 M.P. O� P, .1 , 'N 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings „ All other ducts shall be insulated to a minimum of R-6. Carbon Monoxide alarms and detectors shall receive their primary power � a a. operable windows with openings that will not allow a 4 diameter from the building wiring,where such wiring is served from a commercial � � r'� 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier 4. Insulation to be as specified in the insulation schedule and details. Checked By: �° r sphere to pass through the opening where the opening is on its Duct Sealing source and shall be equipped with a battery backup system that + . otherwise on plans. between stories and between a top story and the roof space. f 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the largest opened position. 5. Insulate around all window&exterior door rough openings with a low automatics)) provides power from one or more batteries whenprimary M.A.M. `_� f' All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be Y P P �, g g P g power is interrupted.Winn shall be d' *' 11. All joist hangers and fasteners that are in contact preservative treated following locations: b. operable windows that are provided with window fall prevention expansion foam insulation. made substantially airtight by means of fastners,welds,tapes,mastics,gasketing P P 9 permanent and without a � �, 286 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. or other approved closure systems. disconnecting switch other than those required for over current protection Job No. Q3�c �t0 walls without floor framing or proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred .6 Air Leakage © . N, ,., c.operable windows that are provided with window opening control 1764 - damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: devices that comply with ASTM F 2090.The window opening Listings.The building thermal envelope shall be constructed to limit air leakage Duct Support _ _ minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. The sealing methods between dissimilar materials shall allow for Metal ducts shall be supported b 1/2"with 18 gauge metal straps or 12 gauge Carbon monoxide alarms shall be listed in accordance with UL 2034. _ control device, after operation to release the control device PP Y 9 9 P 9 9 responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. for differential expansion and contraction. Refer to the air barrier and galvanized wire at intervals not exceeding 10 feet or other approved methods. Sheet Title *( /I�J" 13. Wrap all wood girders that sit in a concrete or masonry beam pocket allowing the window to fully open, shall not reduce the net clear 9 9 PP opening area of the window unit to less than the area required insulation installation schedule. Nonmetallic ducts shall be supported in accordance with the manufacturer's Combination Alarms. / 7. All grading to drain surface:storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/masonry. b. At all interconnections between concealed vertical and horizontal b section R310.2.1. Combination carbon monoxide/smoke alarms shall be an acceptable Y installation instructions. o General Motes at a minimum rate of 5%slope. spaces such as occur at soffit, drop ceilings and cove ceilings. 7. Insulation&Fenestration Requirement by Component alternative to carbon monoxide alarms. Combination carbon monoxide/ 14. No structural members shall be altered, omitted, notched,cut or Refer to insulation schedule/sections or details 8. Stockpile topsoil for re-use, iredistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of Duct Separation smoke alarms shall be listed in accordance with UL 2034 and UL 217. the run.Enclosed spaces under stairs shall have walls.under-stair surface ATTIC / CRAWL L SPACE ACCESS Ducts shall be installed with at least 4"separation from the earth except where 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed CLOTHES DRYER EXHAUST they meet the requirements for underground duct systems. - Building Code of bridging at every 8 feet of span in floor, attic and flat roof framing. 30 sf, and have a vertical height of 30"or more.The rough framed Ducts located in garages and ducts penetrating the walls or ceilings seperating the The bridging shall consist of not less than VxY lumber set diagonally d. At openings around vents, pipes, ducts, cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2020 Residential D RYW E L LS / SANITARY SYSTEM in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible location. Where the access is located in a Code of NYS. dwelling from the garage shall be constructed of a metal or other approved material and shall not have opening in No.26 gauge sheet Requirements metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be ning into garage. 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. of concrete leaching rings(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Equipment Sizing. Heating and cooling equipment shall be sized in accordance with Drywells shall be set in clean sandy soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys pass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed with ACCA Manual S based on buildingloads calculated in accordance with ACCA ground water. Drywells are to be wrapped with landscape fabric to securely fastened in place.The fireblocking of spaces between as attics and crawl spaces shall be weatherstripped and insulated to a of metal having a minimum thickness of 28 gage.The duct shall Sheet Number : prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists, beams or headers shall be self-supporting level equivalent to the insulation on the surroundingsurfaces.Access be 4"nominal in diameter. Manual J or other approved heating and cooling calculation methodologies.New or P p y J PP g q replacement heating and cooling equipment shall have an efficiency rating equal to than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing 2. Drywells are to be connected with a min. of 4"dia. PVC sewer pipe to 1/3 of the span.Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed or greater than the minimum required by federal law for the geographic location each downspout leader unless noted otherwise on plans. 1/4 the depth of the member.Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. where the equipment is installed. than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft.for each . 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened,and to provide a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum Manual J&S is required for any new or replaced heating or cooling equipment Department of Health Services code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. I Notes INSULATION SCHEDULE (thermal envelope) Insulation Insulation Moisture Air Barrier E_ House Component (R) Value Thickness Type Barrier Sealing Detail Remarks required 13.Utility Room Containing Fuel-Buming Appliances. Where open combustion air ducts Exception: A duct air leakage test shall not be re where ducts and., g. Attic and Crawl Space Acces s Hatches and Doors. Access doors from P 9 q � ENERGY/ CONSERVATION conditioned spaces to unconditioned spaces such as attics and crawls aces provide combustion air too en combustion fuel-burning appliances,the appliances air handlers are located entire) within the building thermal envelope. P P P P P g PP PP Y g P Floors stem assembly upper Fiberglass fire protection of floor assembly as per shall be weatherstri ed and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the building thermal envelope y y section R-21 co 5-1/2 y P BUILDING THERMAL ENVELOPE PP q P g g P A written report of the results of the test shall be signed by the party over unconditioned M Batts A IRC 2015 Section R302.13 :+s on the surrounding surfaces.Access shall be provided to all equipment that or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall 1.These plans are designed to be in accordance with the 2015 conducting the test and provided to the code official. N cellar spaces lower R-15 3-1/2" Roxul c mineral wool a P 9 prevents damaging or compressing the insulation.Awood-framed or be sealed and insulated in accordance with the envelope requirements of Table L section mineral wool International Residential Code and the 2015 International Energy equivalent baffle or retainer is required to be provided when loose-fill N1102.1.2,where the walls,floors and ceilings shall meet a minimum of the 0 Perimeter rim joist around R-21 3„ Closed Cell Conservation Code for a climate zone of 4A. 19. Building fuming cavities shall not be used as ducts or plenums. 1 insulation is installed,the purpose of which is to prevent the loose-fill basement wall R-value requirement.The door into the room shall be fully gasketed 0 first floor 7 per 1" Spray Foam A 2.The interior design temperatures used for heatingand coolingload from spilling into the living space when the attic access is opened, and to and any water lines and ducts in the room insulated in accordance with Section 20. Mechanical System piping insulation shall be capable of carrying fluids above 105'F INA i c,%- h -a E3� I �I. Perimeter rim joist around R-21 Closed Cell calculations shall be a ma:Kimum of 72°F for heating and a minimum provide a permanent means of maintaining the installed R-Value of the N1103.The combustion air duct shall be insulated where it passes through or below 55'F with a minimum of R-3 insulation. � 7 per 1" 3 Spray Foam B 9 second floor P P Y C �r�►i of 75°F for cooling. loose-fill insulation. the conditioned space to a minimum of R-8. n -ra Floor system assembly over R-42 6„ Closed Cell 10.Air Leakage. The building thermal envelope shall be constructed to limit 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope outside air 7 per 1" Spray Foam A itoct 3.All materials, systems and equipment shall be installed in accordance with air leakage.The sealing methods between dissimilar materials shall allow �� the manufacturer's instructions and the 2015 International Residential Code g g shall be sealed to limit air leakage between conditioned and unconditioned spaces.All and the 2015 International Energy and Conservation Code. for differential expansion and contraction. Refer to the air barrier and recessed luminaires shall be IC-rated and labeled having an air leakage rate not insulation installation schedule. more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf Exterior exterior R-14 2„ Closed Cell 4. Certificate: A permanent certificate shall be completed by the builder pressure differential.All recessed luminaires shall be sealed with a gasket or caulk Walls(2"x6") side 7 per 1" Spray Foam A/B/C 21 Main Street Stony Brook NY 11790 N and posted on a wall in the space where the furnace is located, Testing. The building or dwelling unit shall be tested and verified as having between the housing and the interior wall or ceiling covering. interior w „ Fiberglass 11._� g g g R-13 3-1/2 a utility room or an approved location inside the building. side Batts phone. 631 686-6585 an air leakage rate of not exceeding three air changes per hour in Climate Zone N Where located on an electrical panel,the certificate shall not - fax. 631 686-6786 3 through 8.Testing shall be conducted in accordance with ASTM E 779 or ASTM 15.Programmable thermostat. The thermostat controlling the primary heating or cooling space around exteriorwindow/ cover or obstruct the visibiility of the circuit directory label, service (� required email. MMacrina@optonline.net disconnect label or other required labels.The certificate shall list the E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals).Where required system of the dwelling unit shall be capable of controlling the heating and cooling door jambs P redomect l bevalues other insulation installed in or on ate s ceiling/roof,walls by the code official,testing shall be conducted by an approved third party.A system on a daily schedule to maintain different temperatures set points at different Fiberglass web. MMArchitectAIA.com P 9 Garage Demising Wall R-21 5-1/2" required foundation(slab, basement wall, crawl space wall and/or floor)and ducts written report of the results of the test shall be signed by the party conducting times of the day.This thermostat shall include the capability to set back or Batts These plans are an instrument of service and are outside conditioned spaces; all, crawl ors for fenestration and the solar heat the test and provided to the code official.Testing shall be performed at any time temporarily operate the system to maintain zone temperatures down to 55'F or up the exclusive property of the architect. gain coefficient(SHGC)off fenestration, and the results from any required after creation of all penetrations of the building thermal envelope. to 85'F.The thermostat shall initially be programmed by the manufacturer with a Infringements these the concepts and design ideas presented on these drawings shall be prosecuted duct system and building envelope air leakage testing done on the heating temperature set point no higher than 70'F and a cooling temperature set 23. Lighting. Not less than 75 percent of the lamps in permanently installed lighting Michael the fullest extent of the law. Copyright serve Dint no lower than 78°F Michael Macrina Architect, pc. All rights reserved, building.Where there is more than one value for each component,the During Testing: P fixtures shall be high-efficacy lamps or not less than 90 percent of the no part of the plans may be reproduced without P g Y P P Locate ceiling insulation in roof R-42 6„ Closed Cell the expressed written consent of the architect. certificate shall list the value covering the largest area.The certificate 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not permanently installed lighting fixtures shall contain only high-efficacy lamps. rafters onlyfor a unvented required C shall list the types and efficiencies of heating, cooling and service water sealed, beyond the intended weatherstripping or other infiltration control measures. 16•Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a N 7 per 1" Spray Foam minimum of R-8.All other ducts shall be insulated to a minimum of R-6. Exception: Low-voltage lighting. � conditioned attic(hot roof design) heating equpiment.Where a gas-fired unvented room heater, electric 2. Dampers including exhaust, intake, makeup air,backdraft and flue dampers shall Drawing Status furnace, or baseboard electric heater is installed in the residence,the be closed, but not sealed beyond intended infiltration control measures. 17,Duct Sealing. All ducts, air handlers and filter boxes shall be sealed. Joints and certificate shall list"gas-fired unvented room heater", "electric furnace"or 3. Interiror doors, if installed at the time of the test, shall be open. seams shall be made substantially airtight by means of fastners,welds,tapes, � "baseboard electric heater"", as appropriate.An efficiency shall not be 4. Exterior door for continuous ventilation systems and heat recovery ventilators mastics, asketin or other approved closures stems. listed for gas-fired unvented room heaters,electric furnaces or electric shall be closed and sealed. g g PP Y Reeammended Testing Agency: U baseboard heaters. Integrity Home Energy 5. Heating and cooling systems, if installed at the time of the test,shall be 18.Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the g y Assessments: (631)325-4006 7, Insulation and Fenestration Requirement by Component. turned off. following methods: if in a he time of the test, shall be U Factor Refer to Insulation schedule. 6. Supply and return registers, stalled t t t, I S U f ON 1. Rough-in test:Total leakage shall be measured with a pressure differential of Window Door Type ( ) aCtO S.H.G.C. Remarks 8. Eave Baffle. For air-permeable insulations in vented attics, a baffle shall fully open. 0.1 inch w.g. across the system, including the manufacturer's air handler be installed adjacent to soffit and eave vents. Baffles shall maintain an 12.Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers enclosure if installed at the time of the test.All registers shall be taped or 0 Double Hung Windows 0.30 0.30 I opening equal or greater than the size of the vent.The baffle shall -- -- --- - - - - or doors, and outdoor combustion air.Where using tight-fitting doors on otherwise sealed during the test. extend over the top of the attic insulation.The baffle shall be permitted 2. Postconstruction test:Total leakage shall be measured with a pressure differential 1) Casement Windows to be an solid material. factory-built fireplaces listed and labeled in accordance with UL 127,the 9 P 0.30 0.30 y doors shall be tested and listed for the fireplace.Where using tight-fitting of 0.1 inch w.g. across the entire system, including the manufacturer's air 1�. doors on masonry fireplaces,the doors shall be listed and labeled in handler enclosure. Registers shall be taped or otherwise sealed during the test. 0 Awning Windows 0.30 0.30 accordance with UL 907. > 0 Hinged Doors 0.30 0.30 'D Dates : TYPICAL INSULATION DETAILS C Sliding Doors 0.30 0.30 1/31/20 Issued for Construction Skylights N/A N/A 2/23/21 Updated Code 7/2/21 Issued for Construction Notes: If Air Barrier Sealing is required, refer to air barrier& installation schedule below. See Typical Insulation Details same sheet Air Barrier and Insulation Installation Schedule typical exterior wall TableN1102.4.1.1 (402.4.1.1) ;r l' ;, } i :;t. insulation }}� set mineral wool (see insulation schedule) *„n , Component Air Barrier Criteria Insulation Installation Criteria -typical siding on joist flange cl'>< k}? as shown }}r typical siding i{#$1 A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a No. Date Description -- _- - .t. - - - - - -- The exterior thermal envelope contains a continuous air barrier. sealing material. first floor General Requirements Project - I ood typical exterior wall Y. P Yw insulation typical ceiling Breaks or joints in the air barrier shall be sealed. sheathing (see insulation schedule) insulation second floor Proposed (see insulation schedule) The air bamer in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shalI be the insulation and any gaps►n the air barrier sealed. aligned with air barrier. typical rim joist >' plywood sheathing �2 9 Ceilin /Attic insulation $ P Yw 9 Access openings, drop down stairs or knee wall doors to f'. (see insulation j'r Residence schedule unconditioned attic spaces shall be sealed. typical rim joist f ?fir, nsulatio The junction of the foundation sill plate shall Cavities within comers and headers of frame walls shall be x•: typical floor <.'� f (see insulation schedule) typical soffit be sealed. insulated by completely filling the cavity with a material having insulation assembly see insulation sch. The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. For ( ) typical exterior wall typical siding Walls exterior walls shall be sealed. insulation Exterior thermal envelope insulation for framed)walls shall be (see insulation schedule) Knee walls shall be sealed. installed in substantial contact and continuous alignment with grade typical exterior wall t„ plywood sheathing The junction of every stud,top plate&shoe plate to exterior sheathing the air barrier. insulation shall be continuously sealed r? (see insulation schedule) Windows, skylights P 1framing, The s ace between window/door ambs and and and doors skylights and framing shall be sealed. Typical ca I First Floor Typical ca I Second Floor Typical ca I Ceiling i l i n Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. Rachel Yp Yp Yp J Insulation Detail ` Insulation Detail Insulation Detail The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain Floors exposed edge of insulation. permanent contact with the underside of subfloor decking,or Murphy - including above garage and floor framing cavity insulation shall be permitted to be in contact 'I-'I/2" = 'I '-O" 1-'I/2" - 1 O.. 1-1/2.. - 1 O.. cantilevered floors with the top side of sheathing, or continuous insulation installed 21695 Soundview Avenue on the underside of floor framing; and extends from the bottom to Southold NY the top of all perimeter floor framing members. Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, insulation Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Jurisdiction overlapping joints taped. space walls. Duct shafts, utility penetrations, and flue shafts opening Town of Southold Shafts, penetrations to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Suffolk County Narrow Cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity Drawn B space. Y R D Air sealing shall be provided between the garage M.P. Garage Separation and conditioned spaces. � Checked By: Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal Recessed lighting M.A.M. thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. ra, Batt insulation shall be cut neatly to fit around wiring and plumbing Job No. ' 31286 p y Plumbing and wiring in exterior walls, or insulation that on installation readily conforms F of E� to available space shall extend behind piping and wiring. 1764 The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and Sheet Title / Shower/tub on exterior wall tubs shall seperate them from the showers and tubs. tubs shall be insulated. 7 / Electrical/phone box on The air barrier shall be installed behind electrical or communication E n erci otes exterior walls boxes or air-sealed boxes shall be installed. L HVAC register boots HVAC register boots that penetrate building thermal envelope - Insulation S C h. shall be sealed to the subfloor or drywall. When required to be sealed, concealed fire sprinklers shall only be - Insulation Details sealed in a manner that is recommended by the manufacturer. Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Sheet Number : r 3"0 3"0 Interior Door Schedule Exterior Door/Window Schedule vent thru roof vent thru roof (typ. all vents) J L (typ. all vents) J L '' r. Roof Size Remarks Model# Remarks ' SIZE OF TRAPS FOR PLUMBING FIXTURES table P3201.7 Bathroom #4 O 36"x84" swing door Cellar Level - Bathroom #2 �—— __ Bathroom #3 — __ _ 1 Plumbing Fixture Trap Size /——I—' 1 r3"0 T--3"0 , 0—_T _ O 30"x84" insulated swing door C01 CXW15 Bathtub(with or without shower head f- 3"0 I I vent 2"0ent " 1 vent 2"0 " O and/or whirlpool attachements) 1-1/2" „ ( vent 1 vent 2 0 I 1 vent 2 0 1 3 32 x 96 3/4 hr,fire rafter doorMP 2"0 1 2 vent ( I 1 ( ( vent 2 0 I I 1 1--2 0 O with self closer „ i C a vent 1 vent 1 vent 2"0 �� �� CO2 36 x84' i Bidet 1-1/4" vent vent I I I I I I I I I Lay. Lay. vent 32 x 96 swing door Clothes washer standpipe 2" Lay. I oLay. Lay. II r n First Floor NA- za Dishwasher(on separate trap) 1-1/2" j W.C. -va i W.C. I i W.C. Tub I 5O 28"x 96" swing door Shower Shower Shower double 30"X 96" 101 ADH3060 cottage sash /krch Floor Drain 2" i Sec. Floor O lass door double swing door Kitchen Sink(on or two traps,with or 1-1/2" " 1 2"0 Powder 1 „ O 30"x 96" swing door 102 ADH2O54 21 Main Street Stony Brook NY 11790 without dishwasher and food waste disposer) 2 10 „ 2 0 2 0 2 0 P ) 2"0 " 2 0 waste „ Laundry Tub 1-1/2" waste waste 3"0 I 3 0 waste waste Room #2 1 3 0 waste waste waste waste waste waste Powder waste waste O 24"x 96" swing door 103 40"x96"door with to be selected phone. 631 686-6585 Lavatory 1-1/4" Bathroom #1 — O 18"x96"sidelites —�'� _—— _ Room #1 r--"'—� �� O9 24"x 84" swing door fax. 631 686-6786 l 9 email. MMacrina@optonline.net Shower(based on the total flow rate through T 'I"_ -3"0 3"0-4 t--2"0 2„0 Kitchen 104 ADH3460 cottage sash web. MMArchitectAIA.com showerheads and bodysprays) r " 3 0� I vent 1--2"0 I air 2"0--1 vent I I vent vent 10 28"x 84" swing door flow rate: 2„0 1 2 0--� Vent I vent I Teak vent I I 1 O These plans are an instrument of service and are .� vent 1 1 1 Sink Sink „ 105 10'-0"w x 9'-0"t overhead garage door the exclusive property of the architect. 5.7 gpm and less 1-1/2 vent I I I I I I %4 11 30 x 84 swing door to be selected Infringements of the concepts and design ideas more than 5.7 gpm up to 12.3 gpm 2" ( Lay. Lay. Lay. waste presented on these drawings shall be prosecuted more than 12.3 gpm up to 25.8 gpm 3" I " a " to the fullest extent of the law. Copyright 2019: W.C. W.C. W.C. D.W. 12 double 28"x 84" double swing door 106 36"x84" inswing door to be selected Michael Macrina Architect, pc. All rights reserved, more than 25.8 gpm up to 55.6 gpm 4" W M no part of the plans may be reproduced without Shower First Fir. 13 18"X 84" swing door the expressed written consent of the architect. 107 l— I F.A.I. FWGD151080-4 temp.glass / 14 30"x 84" pocket door Drawing Status waste 2„0 3'0 3"0 2"0 waste 2„0 3"0 20 waste // O 108 FWGD8080L temp.glass waste waste waste waste waste waste waste / 15 32 x 84 swing door / 109 C.O. / 16 26"x84" swing door ADH2448 O c.o/ / //House Trap 17 26N96" swing door 110 FWHID2980AR temp. glass Sa LJ HTo Approved 1 PP 1 g WNW' swing door Cellar nitary System 111 FVVHID2980AL temp. glass tro 19 30"x96" pocket door I Plumber Riser Diagram 112 ADH3054 O Not to scale Second Floor 201 ADH3050 Interior Door Specifications Flashing Gutters 201 ADH3050 temp. glass Dates : All interior doors are to be 7ru-s le'unless noted otherwise 1/31/20 Issued for Construction tY For all Horizontal Wall to Roof Intersections, All Gutters are to be 6 Half Round Aluminum & -Model:TS5000 (to be confirmed with client) Install Aluminum Coil Flashing. All Leaders(downspouts)are to Round Aluminum. 202 ADH3054 egress 2/23/21 Updated Code -Material: MDF For all Sloped Wall to Roof Intersections, 7/2/21 Issued for Construction -Thickness: 1-3/4" Install Aluminum Step Flashing. 202 ADH3054 egress,temp. glass -Panel:flat -Sticking:traditional All Window Drip Caps to be Aluminum. Typical Roofing -Jambs: 5/4" 203 ACRD24 -Hinges:to be selected )door per 4 hinges 18"Western Red Cedar Certi-Grade perfection tapersawn shakes • first floor-8ft tall doors 204 ( g P to be#1 Grade, Blue Label with Certi-Last Preservative O FWHID29611AL temp. glass • second floor/cellar level-7ft tall doors(3 hinges per door) Exterior Trim Boards Treatment to be installed as per the Cedar Shake& see Shingle Bureau. 205 ADH2658 schedule edule� Material Sheathing I I All Exterior Trim Boards are to be'Azek'or equal. 5/8"CDX plywood sheathing 206 ATF2622 Installation Exposure No. Date Description Install as per manufacturer specifications: 5-1/2"max. exposure for 4:12 or steeper roof pitch temp.glass 4-1/4"max. exposure for 3:12 to 4:12 roof pitch 207 APW5050 1 -o -Install 2 fasteners per every framing member 2/4 low E horizontal muntin Project for trim board applications. Underlayment Install (1) Layer of Ice&Watershield(self-adhering 208 FWGD808OR temp. lass -Install over flat, solid substrate. p g Proposed o modified bitumen sheet)over all roof sheathing. -All'Azek'Joints are to be Glued with'Azek'adhesive polymer modi -Utilize 316 grade stainless steel fasteners Valleys 2T9 ADH2840 temp. glass All Valleys are to be protected with copper flashing over Residence Typical Sizes: (1)layer of Ice&Watershield. (see detail, same sheet) Attic Typical Door Elevation •Fascia Board-1"x8" •Rake Board- 'Azek'rams crown(AZM-6934)over 1"x8"rake Ventilation A01 AAN2620 stationary -Unvented Attic(hot roof) For •Frieze Board under Rake-'AzeW rams crown (AZM-6934) over 1"x6"over %4'pack-out. A02 MN30110 TYPICAL INTERIOR SPECIFICATIONS. Fasteners •Frieze Board under Eave-'Azek'rams crown(#AZM-6934) over All Fasteners are to be 3d box 1-1/4"stainless steel type 316 1"x6"over4'pack-out nails with a minimum penetration of 1/2"into the sheathing. A03 AAN1820 stationary •Soffit-1"x6"'Azek'Y2'x 5Y2'bead-board soffit Use(2) nails only for each shingle approximately 3/4" 1) Window&door head casing to be 1"x6"Flat Poplar -run parallel to house under all flat eaves from edge and approximately 1-1/2"above with a 3/8"parting strip at base and'dykes'#162 1-1/4"bed moulding -run perpendicular to house under all sloped rake overhangs exposure line. Exterior Window and Door Specificaltions to overlap the 1"x6",with a 3/8"cap on top, all to be painted. •Window Casing&Sill (see detail sheet A6.1) Rachel All windows&exterior doors are to be'Andersen''A'Series 2) Window&doorjamb casing to be 1"x4"Flat Poplar 9 to be painted - ow-E4 smart sun insulated lass Siding + -Exterior color to be selected Murphy Typical 51 d I n g -Full divided lite grilles as per elevations 3) Window stool is to be 3/4"thick poplar,with returned comers. -Tru-scene insect screens Nantunket Grade Maibec 16 White Cedar Traditional Shingles -window hardware color to be selected 21695 Soundview Avenue Apron is to be 1"x4"poplar, all to be painted. installed as per the manufacturer's specifications -interior color to be birch bark Southold, NY over Henry Blueskin VP-100 air barrier membrane -door hardware to be selected over 1/2" CDX Sheathing 4) Typical base moulding is to be'princeton'kings point 7-1/4". Exposure Jurisdiction with'dykes'#101, 1/2"x3/4"shoe moulding, all to be painted. t5"Exposure To The Weather Finish Town of Southold Solid body stain,2 coats color to be selected 5) Crown moulding is to be'Garden State Millwork'estate series , Suffolk County COV7 throughout entire home excluding 2ft deep closets. �' Fasteners Attachment for each shingle shall be held in place by two hot-dipped zinc-coated, stainless steel, or Drawn By: First floor to have CB312 crown backer aluminum nails or staples.The Fasteners shall be M.P. long enough to penetrate the sheathing by a min. of 1/2"and shall not be overdriven. Checked B �A. Mq y Staples shall not be less than 16 gage and shall y' � T�N�1' �.2 C� have a crown width of not less than 7/16", and M.A.M. ,: y the crown of the staples shall be parallel with �Y the butt of the shingle. Job No. --< ,,fix k '' a6 4- Installation 1764 '�'0312 yp or t4 The Bottom Course shall be Doubled. Sheet Tit Sc edules - Plumber Riser - Specifications Sheet Number : a ?13 C D F A5.1 A5.1 91'-6„ A5.2 A5.2 17'-10" 17'-8" 56'-0» 5'-8" 6'-8" 5'-4" " » » 10 84� 3'-61" 84» 10" 4 Top of Wall -10 " m.o. 1� Down 4" 24 I ------ ------------------------------------------------------------------------------- ------ ------�___-- ------____-- __-- , ChiEl e steel or alum. ladder to be I 1 -------------------------------------------- ------------------------------------------------- r 1 painted and secured to ----- '1 L r--- __, r-� I N � KA c,--a r i n ii found'n wall with a min. i I ' -J I N I L-j 1 inside width of 12", shall Top of Wall I i 4 I� L ____ J 6 o _ o project a min. of 3"from o Down 4" 8"i 1 1 8" o Ln �'c to ct wall and shall be spaced I- - - - - -- - - - 1 I - 19'-11" 24" 22'-5" 16 I 00 a min.of 18"oc vertically 117[7 i 00 i I „ 010 for full height of well as per I _ I oo 1 --20'-0 20-2 r__� �_ R310.2.3.1 of the IRC gravel floor in well 1 window i i I oo 21 Main Street Stony Brook NY 11790 ----------- ---------------------------------------- sect.o for proper drainage 1 I well 1 t I _1 r - „ as per sect.R310.2.3.2 I I :. I / 17'-0 p I 1 I I I 1 io 1 . .- I 1I oo 1 1 T phone. 631686-6585 of the IRC I 1 C01 I 1�I 1 I __ 1 N 1 3 I = 2 i 1 r----- _ ---------------------------- --------1 1 � ____ i I �' fax. 631 686-6786 55 gallon plastic I 1 I 1 1 I o N 1 1 = I 1 drywellunderslab -------------J L J L-------- --� ------------------------------- ' I I r----- _ p I I 7�7�"head Ott I I ' L--- - -- ----- _J I o I I email. MMacrina@o tonline.net r ' ' ' I 1 1 I web. MMArchitectAIA.com I I I 1 I G I I t G _ I I I A5.2 I ____ _ __ _____________ _________ _.I-F z - I I 1 I I I A5.2 These plans are an instrument of service and are see concrete stair step footing 1 r------ ( ) a I the exclusive property of the architect. I = 2 1-"x14 Ivl flush hdr. I I 1 1 I I I p p y details(sheet A5.2) down 12" 1 1 0 3 I I I 1 I Infringements of the concepts and design ideas = i 18'-0" 12 6""wide x 4"deep "i I „ 8,� presented on these drawings shall be prosecuted --I r ----1 I x 9 tall beam pocket 6 14 I 1 1 to the fullest extent of the law. Copyright 2019: o i A/C unit I i A/C unit= 1 " " » 4-10 24" 5'-7 , t step footing up to I 16-11 20-6 18'-9 _9T Michael Macrina Architect, pc. All rights reserved, above i above i =.. J = „ „ 1 1 1 1 I l no part of the plans may be reproduced without CO 36 below grade I 6 wide x 4 deep 1 = I 14 TJI-560 F.J. 1 13-1 I I the expressed written consent of the architect. Top of Wall i i i i I i �' x 9"tall beam pocket ( = I I I I I p Down 4" -----� L __--J i I to -1 I o at 16"oc(20'length) ----- -- - co CELLAR SLAB NOTE r - --------- -�-- -�- --------- -- ------ I 14 TJI-560 F.J. N I I = at 16"oc(18'length) 4" Poured Concrete Slab �_ '�'�" i I I Drawing Status i I _ __ a I N over 6 mil. polythelyne vapor i i TO of Wall l 1 I I i »I r---------1----- - -- - - -- -- ' 1 J__J111 P ;,, i i concrete i 10 I I 1 = ;�, retarder(lap joints as required) I �� I I I` I./steps above 1 13'-0" IICO2r I 1 _ On a 4"base course Of � I datum 0-0 100 11 i I I a 1 x o 11 compacted sand to 95% EI. 20,-0" i I I �, i I 1 fill andtamp.� �: 1-Dn. �>_ _> Z. ty. -' Unfinished r i I I ! - I I I (__14R(12"T) U P I _ -� Relative Densi 1 I i 1 , for conc. stairM » = Install a 1/2"Premolded �- I 1 Top of Wald 1 � ___ E 1'-0 I 10 wide x 16 tall 6 , ,� � a� � 1 1 I I Solid Corner Post *' --�--- - - -- - - -- - -- concrete lintel with 3 #5 -a o_ Expansion Joint at Perimeter. -2 Cellar ' ' I I Down _ ) X 1*6 X i.- r-- ------ ?SIMPSON'rebars top and bottom �� 1 slab area= 1,973 s.f. �� i 1 " I I I I 2-16d Common1 extend bars a min. of 12' `D land footing n 9'-0" I 1 I = nails CD 6 o.c. STHD14 18 Xi i - r----- --------c--------c-------1--o - -- 1 i� each side of opening Clg i i - ' N `~ Iwtion I »I i To of Wall I ' i , » - -- ram- 1 1 I i ,� . . p _ _ typical column I r , � 1 IX 22 1 step footing up to 1 5 5 ---- it 4. a I. S.D. I 1 ------ -- -- ---- - i 1 Down 18" 1 312)(14"Ivl stair opening and footing I 1 36' below grade 1 g i J(ush-beam - - - - . ' i i U n excavated for porch slab 1 I `• i Blocking step footing 1 I I , ►j down 12" I I 4-8 ; 0 ill& amp in "lifts for a 4"thick 1 I `• i @ Endwall 114"TJI-360 F.J. f »f » - S aconcreteI I .iJ 1 I `r' " j 1 To of I b I 1 poured reinforced slab with L--- -- --1 , 1 I - 36"x84" p I 1 1 at 16"oc 1 = ' = El. 11'-41" 1 I #4 at 12"oc each way,over clean sand 1 I fi U P std r -- --, - - 1 _ °o glass door I (6 length) d- U P s „ \ a� v I 1 over 4"(3/4")crushed bluestone, all � I 1 U I I min.36"tall (3)1/a"x14 IV] -P 1 1 1 ° 4 ��. ONE #4 = railin 8R(10 T) m=flush hdr. I - I 1 compacted to 95/o Relative Density I 1 4 REBAR icr concrete I 1 I (toilet "' g _ _ x a' = 00 1 » 1 I I ' •.i��: :'y. . o landing 1 I `� 1 i pitch slab per foot away from house -1 1-� �, 1 above ,, in -o --- � o �, Dates I above 1 « 1 1 I - ' 1 1 1 1 r I shower - w ,, = T ch I I 1 1 1 _ ___,d_ _ x �a i i i I v a `� cot 1/31/20 Issued for Construction M I UNXCAVATED FOR i I _ -M 'GARAG E SLAB i i above I ^ o = 2 M' I 1 1 1 I ,� 3 toy` .\ P lJ P icloet i O typical column 14'TJI-560 F.J. 1 I 1 1 I 1 n• 2/23/21 Updated Code U i _ i v landing 8R(10"T) i i ^�, - - 36 x84 and footing at 16"oc 18'length) ' I •yc� i i i i glass door ( 9 ) I 1 0 O I 4"Thick Poured Concrete Slab 3,500 si 7/2/21 Issued for Construction 1 w/6x6#10 Welded Wire Mesh Lapped 1 I'�a ' I a 6 t (3)14'x14"Ivl single F.J. under N PP "x14Jv1.flushbeafn st i min. of one full mesh&wired 1 - - - - - - - - - - - 1 - - 1 1 „ = 1 I I 4 ,; flush beam wall above 1 1 1 T-4" I 1 = I 1 together at 48.oc over 4"thick base I I hot water = I I H o I d d ow n Detail course consisting of clean and, -I� storage tank ;�- Toilet -� .�,�, i 8" Toilet-�, _ Above- 4r-- .c o o I 1 » » » rt gravel, or ct�ished sto e. `�' I I Above __-„ X a, i 1 1 4-8 24 8-8 16 not to scale N i 1 \, I 1 o i I I 1 Pitch Slab To rd D ors 1 1 -�- \ 3 I o i� N 1 1 i 3 typical column M 5 " T I I 1 1 1 a min. of 1/8"per oot. 31 �n single F.J. under 1 1 1 I I 5'-11» and footing 17'-5" v I - 9 - - - 1 i 1 r ----1*1 r _J I 1 (slab area=approx. 945 s.f.) I 1 2 - _ wall above I 1 1 i i 14"TJI-560 F.J. ( i ' N i L-------------= -----J I N L--_-____ at 16"oc(18'length) ®- 1 1 -® I • 1 single F.J. under 6 I `--'1 �--------------------- ---- No. Date Description g- p 1 I 1 wall TYP. COLUMN & FOOTING 1--------� I .=� 14"TJI-560 F.J. N r71d 1 I -� I 24 A i i pitch slab i .; i L � 1 = „ 1 o I 2 i 1 1 F Project at 16 oc(22 length) 1 1 2 I » • I I 1 HHS 4" dia x%4' steel column A4.3 i 10 1 I ;;� 00 oIm i i i A4.3 " " ' » ' " " Proposed0"I 1 I ; » I �' 6"1 i 4" 1 18" 1 ' 15'-2" 3'-3" ' 13-8 20-9 17'-0 6-0 I on 36 x36 x18 deep ' 6"wide x 4"dee I = = I I I 1 1 run intake and r -------1 I P o 0 2 I 1 I (unless noted otherwise) i I exhaust flues I x 9"tall beam pocket r- ______ __ _ _____ _________________________________ i x 4"dee I ' I Top of Wall up through 1 w e x 9 tall beam pocket ; ; ; Poured Concrete Footing Residence 1 ' I 5 chase above i as ' _ _ I = ' I I 1 Top of Down 4all I I Down18" `�l- M ------- _ 9 --- - --------------------------- -------- I 1 _ oC E.W. -u boiler ' N = I w/#4 rebars at 7" 1 ---------�--- ---,- ---- ------ - ------------ -- ----------- -E.P.EP _ E.P.EP-J i = i L----- -`D ----------------- ------ -- ---� i ' i r'd 1 . L - N 1® N I T 5 x10"top plate w. (4) 1/2" . .. ' 4"tall 4"deep ' bolts(typical)and 5"x10„ L ____ ______--_1_______J_ ____1_ I 2 a l x de 1 I I in ty E 5 -o --iF -------------- - ---------------------------- slab seat = I L ----------- ---------------------------- ------ J I 1 E offset top plate w. (2) 1/2" For ' d 24" 24 A5 2 bolts at each side of stair A5.2 34'-4" 19'-4" 18'-8" step footing up to i 1 72'-4" - 1 I 4"thick P.C.cellar slab 1 I 4) 5/8"dia. bolts 36"below grade I I = _ � 1 „ I ;n° wood posts LO 0 1 r , 1 = 6x6 steel baseplate top of footing(El. 11'-0") above(typ.) L--------� r-----------� Top of WallI4 r--- -- ----� `D r ---� 1 N o r I 1 Down 4° 1 `-; I _ 1__i L J _ _ _ _ Rachel --------- ------------------- N L--- ----------------------- -----------------J --- ------------------- - JJ - ------- ------------J i N L _________ ______ --------------_______ _________i ___-___________00 I 1 -- --Af:= -___ ___= 1 ' o ____-- -_________________________ ___------____-- ---____-- J cV _ Top of Wall I- -- ->i r -- 1 I i �• - i°� ur hsloped for steps 1 1 1 1 1 I N J ------------------I- J-- --- ---_ J 36" concrete steps above F (4)#4 rebars at 10"oc 21695 Soundview Avenue » „ A5.2 each way Southold, NY 8 8,_0» 8 8,_0» 8 „ " „ » „ ' „ » " „ „ Jurisdiction 1 -9 10-6 m.o. 2'_9 4"-0 12-0 4-0 18-0 4-0 18-0 4-0 64'-0" 10'-8" FOUNDATION PLAN LEGEND Town of Southold 15'-0" 74'_8» STRUCTURAL POST ® Suffolk County min. (2)2x6 unless noted 89'-8" otherwise on plans Drawn 6 TECO = INSTALL SIMPSON STRONG y. B C D EXCAVATION AND BACKFILL TIE JOIST HANGER M.P. A5.1 A5.1 A5.2 CONCRETE _________-__-_- r K, New Foundation Wall Checked By: 1. Contractor shall locate and stake out all existing underground utilities prior 1. Foundation walls to be a minimum 3,000 p.s.i., unless noted otherwise on plans, On Footing * r . tc any excavation.The utilities shown on the plans are an approximate on the above soil assumption. If other soils are encountered, lower bearing top of wall (0"1 ___________4___ M.A.M. location only. values are to be assumed and the foundation must be redesigned. 296Jp� Job No. 2. Excavate all areas as indicated in the drawings.All excavations shall be the Lower Top of Wall --- F NEB minimum depths required achieving clean undisturbed virgin soil with stable 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a (see plan) 1764 Proposed Foundation Plan moisture content and non-shifting and non-shrinking soil characteristics. minimum 3,500 p.s.i. _______________ The Contractor shall be responsible for notification of poor soil characteristics 3. Concrete shall be air-entrained.Total air content(percent by volume of concrete) OR 1/4" = 1 '-O'• to the Architect and shall not proceed with the worts until receiving instructions shall not be less than 5%or more than 7%. --------------- Sheet Title"y\i plan north from the Architect. � 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the _ _ 3. The Architect has prepared the drawing and specifications with an assumed narrowest distance between forms or three-fourths the clear spacing between OR F� n d�'� o n Plan bearing capacity of 2,000#per sq.ft. and an assumed soil characteristic of sand, reinforcing bars or between a bar and the side of the form. _______________ silty sand,clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) unless a soil test analysis has been preformed as per table R401.4.1 of the 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement and foam insulation,a composite of cement and wood chips, or other approved --------------- 2015 International Residential Code. material suitable for supporting and containing concrete. Forms shall provide sufficient strength to contain concrete during the concrete placement 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. New Poured Concrete operation. Form ties shall be steel, solid plastic,foam plastic, a composite below finished grade unless noted otherwise on the plans. of cement and wood chips, a composite of cement and foam plastic, or other Footing 5. All backfill shall be clean granular fill. suitable material capable of resisting the forces created by fluid pressure of fresh concrete. 6. No Backfill shall be permitted against concrete or masonry foundation walls Detail Symbol (foundation plan without floor framing or proper bracing as required to prevent damage to walls. details located on sht.A1.2) 2 2 Sheet Number No Backfill shall be permitted within a minimum of two weeks after pouring. The Contractor shall be responsible for any damage to concrete or masony wall. 7. All grading to drain surface water away from foundation walls at a minimum Required Hold Down at a minimum of 5%slope. Location (see detail) I Typical Siding I 1 Plywood ice and watershield I 1 ;,. . plywood g I I underlayment over °•.,. r`�`'` ^^ y,, ood sheathing I � • t°., ,,'. _ _ _ down to foundation I 2 2 x6 treated 4"thick c. slab (1)2 x6 Treated SIII Plate I un I Sill Plate , p Coated Copper I pitch slab \ I Coated Coppe I 2"thick pitch Y8"per ft. a I Floor Joist I bluestone avers I Termite Shield I Bluestone Pavers ( I Termite Shield I P Sill Seal Insulation - El.20'-0" 1 Porch Slab ; ` I 1 I Sill Seal Insulation El.20'-0" _ I 1 I 1 (see plan) I ' r thin stone a is 1 Anchor Bolts °.. rto / o Anchor Bolts E I I see Anchor Bolt Dtl. I I I be sevenee ted o o o 1 see Anchor Bolt Dtl. I I = I " 2 2'x6 treated I ( ) E I ( ) El.20-0 ( l I II ao II ° : � haunch slab II I i Sill Plate I II 1 - --:• .0 .:- II 'll I Haunch `.r .: '.; ' i i 1 n I I I ° down 4" r n za Slab on Grade=- •. I finished 1 0.. II I Slab II Coated Copper „ below 0'-0" (see plan) JJ n 1 10 thick Poured Concrete Jl grade pii i h it ek, ct o° -8" �� c I I I Termite Shield I :c-- EI.varies NIA ( ) 4 ^ I o . I II I Foundation Wall o°. i 1111 ;a o Sill Seal Insulation = a I 0 1 Anchor Bolts I o I I = (see Anchor Bolt DO.) J) I 'Bentonite' a, I oo0 21 Main Street Stony Brook NY 11790 „ 'Bentonite' I waterstop I E I 4 6 waterstop 10"thick Poured Concrete waterproofing I o I hone. 631 686-6585 Foundation Wall 0 0 1 rP g - Provide 2 x4' Key I Provide 2 x4 Key ° waterproofing I " P ° I I to grade �--- —poured concrete 1 1/2 Premolded Filler 1/2 Premolded Filler g 1 P fax. 631 686-6786 I 1 Poured Concrete At Perimeter of Slab I At Perimeter of Slab 1 foundation Wall email. MMacrina@optonline.net Provide 2"x4"Key o I 1 0 I I o I Foundation Wall - - To o I web. MMArchitectAIA.com 1 �Cellar Slab Cellar Slab ,i. •. = •o ' °`• EI. 11'-0" I EI. 11'-0" see Ian 1 (see Ian 0 EI. 11'-0. I ° ( plan) P ) _ o These plans are an instrument of service and are JO 0° (3)#5 Rebarthe exclusive property of the architect. 1 \• Compacted I o'• o Infringements of the concepts and design ideas ' o _ o _ resented on these drawings shall be prosecuted 1 (3)#5 Rebar _ `�' _ Clean Fill I ( ) • N I p g _ 3 #5 Rebar _ to the fullest extent of the law. Copyright 2019: 1 1 El. 10'-0" I (3)#5 Rebar 1 — — a ��- —� = 1 M Michael Macrina Architect, pc. All rights reserved, - _ I El. 10'-0" 1 „ no art of the plans may be reproduced without -A— -!. - 16 P P Y P Compacted r I El. 10'-0" I Compacted 4" -- = 1 the expressed written consent of the architect. 1 Clean Fill M Clean Fill 24" 1 I I 3" 24„ Typical Porch I 24" I 1 Drawing Status Typical Garage Fnd . wall z Typical Slab Seat Fnd . wall , T . House Foundation Wall Foundation Wall I 1 1 Yp I 1 I I 1 r- T------1- ---------------------------_J ----- - T------------------ ------ - ---------- I� I I I I 1 I`1 ` U. I 11 I 1 6'-0" o.c. 6" min. --- ---- I I 12 max. 1 I I I I I TYPICAL TYPICAL I 1 12" 1 1 SPACING CORNERS =' I I tread I 1 E E I 1"nosing •.. ° / Top of Found'n e - I #4 Rebar ° + I Simpson BPS/ 3 I Dates I each Tread x 1 Wall(0'-0") I hot-dipped galy. 1 I 1/31/20 Issued for Construction 3"sq.Washers& I '° Top of Slab I End Nut Setup 1 36" I Finish Grade I top of I 1 •#4 Rebar I" 2/23/21 Updated Code I I = bolt I � I -:•..�. •;..•}��.,• �:, _ (2)2"x6"treated sill plate `r 1 1 I (see Found'n Wall Dtl.) I N I /• m - -H 1 .°• t . . Y Haunch Slab 5/8"dia.Anchor Bolts_iT 12" I I 1 1 Found'n Wall 1 I poured concrete , I apical Tred Detail Typical Base Detail 1 foundation wall I Typ . Stepped I Slab Edge Detail T . Anchor Bolt Dtl. ,ry Footin Detail Typical ' g I CD Yp I g � =yp cal Concrete Stair Details °' •• = 1 '-O" Not To Scale 1 /2"1 3/4 I I 1 1 No. Date Description 1 -------- ----- ----------1----------------------------- I- 1 ----------- - ---- ------------------------T------------------------------------ I 1 I Project I I I I I I I 1 I 1 I 12" pitch tread Proposed 1 1 I - Tread 1/8"per foot I 1 I - - ------------------- ---------- Parch Residence I 1 I I 1 floor I a o a: ° 2"Thick Bluestone Treads exterior wall o I joists I _ a , .00Q _____ __________-_- _- - __-=-- Thin Stone Risers 1 1 o -- --------- a '" For I I ` I a _ Finished Grade -- I °oo - - - \ I a `- -_____ __ ____ ______ I Timber strand - I o I 1 rim joist �_ ;l I �. a :° (21 1 I Timber strand \ \ I a a o cross blocking = I a ° _ 06 Rachel C N I 1 I I Foundation Wall ° 8 I I ... foundation I a I I 1 wall I Murphy 3. Parallel Rim Detail �t„ 21695 Soundview Avenue Not To scale Southold, NY Typical Porch Steps 1 _ Jurisdiction I I I 1 ' I Town of Southold I 1 I i-------------------------------------------------------------------J------------------- -----------L--- - Suffolk County I I I Drawn By: R� A floor joists (see structural plan) M.P. �� �ZF concrete Checked By: landing M.A.M. F1 N �O p c.foundation wall Job No. (see fnd. plan) 1764 Cellar Entrance TrI Sheet Tile Unfinished 1 Cellar Foundation Quails I c slab (see fnd I plan) (seab e fnd. plan) i A5.2 1 �` to of cellar slab I I i A5.2-Aim 10�' ' I Sheet Number : I drywell I Section thru cellar stair r 1 . I 9 B C p A5.1 A5.1 A5.2 F A5.2 NOTES 1. See sheet G-2 for insulation specifications. ��`�`�'`;�`'``° �}. ._��'{�•' _- 73'-6" 2. Install all smoke detectors throughout home 16'-0" 38'-0" 19'-6" as required by the 2020 RCNYS, sect. R314 and „ noted on sheet G-2. E 9-0 19-0 10'-0" 9'-9" 9'-9" 3. Install all carbon monoxide detectors throughoutZOR of post and of post and bedroom living room dining room home as required by the 2020 FCNYS, sect. 915 and noted on sheet G-2. - -- -- - -__- ------------ _ - ------------------------- - __ -------, 4. See sheet A6.1 for window/door schedules. /krch r --------------------------------------------- CELLAR ENTRANCE -_--- -- -- - ! 0 _________________ ____________________ ________ ❑ i 5. See sheet for interior details and itE:�pct -- --- ---, L _ specs. r I I „ Covered J For cellar stair dimensions - - j --_� y - y� - - I I 21 Main Street Stony Brook NY 11790 Uncovered Porch see sheet A2.2 .�--, . _-- -;--------- -- - I � e phon . 631 686-6585 - T Patio #2 -- - -: 104 ------------------------=1 - - 86 email. MMacrina@optonfine.net - _- ---------------- - - - j web MMArc Itect com ------ IA -' --_ - - _ ---------------- A 101 - 101 101 - I 101 - --- - "' ---------- --- _-__ ___ - - - e and are M -xv These plans are an instrument of service / -- /` I 107 r I �_ the exclusive property of the architect. b I Infringements of the concepts and design ideas 1 C' = o - I _ _ presented on these drawings shall be prosecuted I I - -- to the fullest A6.1 r� 1 I extent of the law. Copyright 0 6 j 6'-4 6'-4 " 6'-4 " _ i' _l Michael Macrina Architect, c. All rights reserved, I 3 1 1 dn. 5" 5 " i' I ; I t rserve 5 2 �, I 1" 5 i -� i�5�" 1 " i o ca A5.2- - - - i - 1 - - no part of the plans may be reproduced without o t; - �L�t --- - 101 5 4 4 18 7 - the expressed written consent of the architect. A6.1 I I I I l l I I dn. 5 I -_- Dining ' ' ' ' ' ' i i Room Clg o 108 i ' j 1 - - -" Drawing Status ot 5j" 0o ii51" ii51" " i I N 0 1T-1" I I 20'-0" I I 2 18" 54 �4 3 " ^ '`toilet I I 4-r- ,Y r _I ' •' . - -- -- above /� ; I I I I aai 1 20 L wrap posts I `a l `� j I 00 I I I " --� --�---- ---� ---------------� ---------- cnnI •-iN ------------- -i r ---------------i I--------- Ij I *" `° s u e d lu 3 stac waste i i i i a' i i ---- - - built-in �j I. I - I I I l i handrail t2 i i l I I i to code ■ �, ,_�„ Living I l l Jr,\11 Bed room #5 i jog flue to chase above) I I plumbing wall 52" ;� 1�1 i to Room I I j _ "' fire8lace to be se ected I i 1 10-1 i i I »i I counter overhang---- - N �' o line of foundation wall below \ 3 " 10'-1" I P 9 i N ' 5 I l r------------- ---- ---- - - ---- - Covered - - -- -- �> J 1 5'-01" Cig P I I l I " 6 12 " " d.w� C09 ; 3 ao Dn.t4" - o o installed and vented CI 4-1 610 4-0 `" through wall as per i i g i i i ---- - - - 5 Porch Island i - _� 106 manufacturer specs - ° 4'-8" ti-8 - ----� ---------------� ---------- microwave:---- --------- ------ mic derve' 1 109 O ---------- sin 17 ' ---------- ----- ------- ------ ; ' I o 0 -+ - I Garage Drywall Note !ai'- g ! LJ P ' S o i i i i LO I i ---- --sink- ---- cabinet Dates ~' `---- 9R(10"T) I' �* i i decorative� i i i pull-out i I = 1/31/20 Issued for Construction Install one layer of 5/8"type-x gypsum Bathrr'r1. line of I I beams above I I _ I I �* wallboard to all common walls in garage o o floor above I ( e etas s t. 1) I I i i Kitchen trash I C09 i I 2/23/21 U #4 EF i S.D.S.� I i se d I'4' h A6 i I " sin l &entire garage ceiling &one layer of I 1 landing r- - I l I I = �11i1" 36"x99" 9� d -- - Updated Code A io ao Tile Fir. oo 1 C.M. I , l I i I r o 10'-10" ` 21 I i Issued for Construction M 1/2 type-x gypsum wallboard at agll intgerior P p n'' min. 36"tall I I I I i� I I 36"wide I A 7/2/21 A4.3 house walls common to the garage. T, U railin I I I I I l stove ---- -- 51" l 1 ( ) ( , g o PORCH NOTE b A4.Tape 3 coats spackle M _. . I I oven 2 I � � A P P ,_ . , 9R 10 T ,8R 10 T) l - _ J For porch dimensions 60'1 � � - 4'-s" 5'' i I I I I i i 36"ref. � = 1 � I ' � I I I I I I I I 1 I I I LO --------- -I -------------- _cased I ------------------ -- __ ___ _ - I = see sheet A2.2 I _� -_ _ 1 24" i- I built-in cabinets = -.�,�., built-ih cabinets opening ;18" .w. o, i - o �, _ r x�l wide To of Subfloor 1 0 i �' o �`' w.m. ;; dryef 1 N cabinet EF --- El.21' 6" r dn. 5" - vent to-- ---- _ _ ,----i---- I o �, _1 n 52 - ----- ' exterior - ----- Tile Fir. i 5 rY u ers = Garage - ;0;='7 j -- -.- , wder _0" 5 5,_0" M 9,_1" ' " -� silk R m#2 3 - - -'- -�-- = t-- -- - --Powde HVAC chase N = to 5 i --------- ------------ -- _ ant 10'-1" Laundry: - 5 o ' _ �� 1s 7_ 4 ' �U 1s22" --- - Room _ ' s" ICU 2 ! I -t, - I --------------- --J " _ hooks --------------------- Description CI9 Room #� closet ,' � •=1N _� oo N ha ; d 5 ^ s above 0 C ---------------- --S -- N J 0 --------------------- I1 = Fo er 1 1 1 o " - Tile Flr. : - ® -- - ---- -- - O7 �D , -I open to� rn`r i m.w- ----- ,-, (D --i-- - --- ---- --- -------- Project o \ above _cased -- _--- saddle saddle ` - opening - CO a; a Office `-k.' 19 I I r Proposed 1 to N to = n �I I = �� = I I o -,0 1 I pIl I o Ytst - s O l I 1 1 - - - - o 0 10-1CL �. I I� _ �c_� I Ic�l I I F v I 1„ �--IN QI I rn rn I Iv = C" rn r xv --�- 5 " 3 " ; i5- 3 Mudroom Cilg OI 1 ' N : I I- `-� ICI I rn (D10, 1 O N x o O x o l l a, a� x toilet -1 --L-T____ .1_ o 2 15'-6 " \ ;351 2 LO �i i 0 �,` i i X' ;;�i i s o 1 i above � Clg. 111 ' ' I I --- cal I `t I I = �' I10 I I dn. 5" I I _ Residence 151^ 5 »i' V ' " U = = I I 1» ��s7 M I - -, 17-1 I I ; C N I I �+ 1 Cn I ._- r� 13-10 " jui 52 " i'� 60• �.- I I I a a CL T--J- -� 5 9-1 I I -- � -- �- _ M cubbies _ M i I �' j j _ "010 --- ------- '-"�' `" cOhase bench - I =built-rn- Fork-- = 102 103 102 ' / A6 1 I = des N N built-in I -- - - n HP i i _ - i i - E I I I - - 3"waste --i--�- �!_ -,-- � -- --stack 112 112 112 I I �� E PATIO N 105 i I � ----_=-----, Covered � � � � -� 1 --; � --- � --- -A5.2 NOTE I �--- 5 I I -------- --- ; --- -- - - --- - ere d 1=1T- _ Porch -- - _- ncov -- -- - I N N -j=1 - I I „ , Patio #1 For patio dimensions N m i _f-- - I --1 - -- _.1- ----r- -- =-= -- -_- f--- _ _ --- = _- - see sheet A2.2 it r_________________ -- A61 i __ _-_____I_- I___ iI ❑ -_ -r- Rachel L---- -___ ----. --- ------------------- ------------------- --- ___ ------- - - - ---- -- -' - - -- - ' 1 1 r I I I ____' _ -_ ---------- I 1 ______________ - 1 1 I t I -'-- I 1 j 1 � � ❑ j handrail - Murphy i ---- to code - ---------------------- -- --- - ------------------------------ - ---------- ------- ---------____--- -------- 21695 Soundview Avenue -- step Plan Key Notes Southold, NY E--- -------------step------ -- ------------- -__---- ------J � Custom Shower with: A of door of window of window of door and of window of window -Custom tempered glass enclosure. s 7'-0" 18'-0" 9'-0" 2'-6" 7'-6" foyer 7'-6" 2'-6" 91_0" and office 9,_0" -Tile over thinset mortar over Schluter-Kerdi DS waterproofing melmbrane over Jurisdiction thin set mortar over Schluter-Kerdi pre-sloped shower tray over 34'-0" 20'-0" 18'-0" 1'-6" thinset mortar over plywood subfloor to be installed by manufactures specs Town of Southold or other approved waterproof pan system 73'-6" (see detail sheet A6.1) Suffolk County -triple 2"x4"curb -Secure the water supply riser from the shower valve to the shower head to the permanent structure. B C D F -Shower to be equipped w/pressure balance control valves. Drawn By: A5.1 A5.1 A5.2 A5.2 -Surround to be the over 112"cement bd. M.P. -Shower seat(16"tall x 16"deep where shown on plans) FLOOR PLAN LEGEND -install 2"x12"blocking around shower base between each stud. Checked By: / _ 2 � ■ r >a= roposed First Floor Plan M.A.M. � .� g� 30"wide x 24"deep x 36"tall vanity with 1"filler ;, STRUCTURAL POST ® counter top to be selected by owner plan north min. (2)2x6 unless noted Job No. 0 1266 y0 otherwise on plans 36"wide x 24"deep x 36"tall vanity with 1"filler 1764 Fes-' C counter top to be selected by owner ' 1/2"Gyp. Board 6" NEW FRAMED WALLS Sheet Title :�1"x4"casing ram} (1) 14"deep shelf set 68"above finished floor (typical) g unless noted L J _ otherwise on plan TALLER/LOWER WALL or /ii', and metal rod set 2"below shelf 1/4"reveal (refer to sections) First Floor Plan (typical) (5) 14"deep wood shelves to be painted -- - / Saddle to be Door ABOVE SUBFLOOR A.S.F. t=.1 space shelves equally 1"x Flat Poplar selected Max. slope of 1:2 to be painted 72"wide x 24"deep x 36"tall vanity with 1"filler Tile Fir. X SubFlr. SOFFIT / WALL CABINET Shim Space E ABOVE ABOVE counter top to be selected by owner _ .-:::.- . a Wood Fir. -= ""=- 108"wide x 24"deep x 36"tall vanitywith 1"filler _- _ _ - -_ - G _ mud base TECO - INSTALL SIMPSON STRONG counter top to be selected by owner TIE JOIST HANGER Rough Opening EXHAUST FAN Free Standing Bathtub: g P g Blocking Ed � � Sheet Number (min. 100 cfm to be vented to exterior) -42 x72 tub to be selected AN (see plan) Typical Door Jamb G>; Typical Cased Opening Detail from Corner T ical Saddle Detail Locaion(sedDown i 42"wirtoptodeepectedb o nitywithl"filler Location(see detail) ® � counter top to be selected by owner " 3" = 1 '_O" 3.. _ 1 .-O'• 3.. _ 1 . O.. �.. Pi i 1 B C D F A5.1 A5.1 A5.2 A5.2 - steel or alum. handrail to be painted, 17'-8" 47'-0" 9'-0" 29'-5" -ra c'-ft, r n -Va handrail height to Ibe a min. of 34"and porch floor framing porch floor framing patio on grade a max. of 38"measured vertically from 1" the sloped plane of the tread nosing and 21'-44 24-5 " g'_0" 144" 12'-5" 17'-0" /krch shall be continuous for the full flight of porch roof framing porch roof framing of stairs,from a point directly above top grade descends 12 " 51" 1" 5 1" 1" 1" riser to a point directly above the lowest / 23'-6 1" 144 7-44 52� 21 Main Street Stony Brook NY 11790 riser. Handrails shall terminate into the EL = 21 -0 wall at bottom and into railing post at top , EL = 20-7 grade descends phone, 631 686-6585 and shall have a space of not less than 4V* = 1-1/2"between wall and handrail as per "' fax. 631 686-6786 sections R311.7.8 of the IRC steel or alum. grate cover - - - ------------------------ ----- - -- -- ------------------- - - - -- ---------- - -- - ----- sections -- ---- to be painted with a 36 x36 __--r-i _r _ _ _ ._, email. MMacrina@optonline.net I - - -- I - ;--- _, 'J ---- ---------------------------------------------- -- I -M web. MMArchitectAlA.com access door that can be _____� � _ -. removable from inside as -i-� ---- 1 p tch Ys per ft. _/ ---- ------------------------------------------------ -- ® 6'W"P.T. .-� - JS1S t0 be These plans are an instrument of service and are per sect. R310.4 of the IRC `- --- -J p 41 T j ; "' _ �___' = wra wrapped ical see the exclusive property of the architect. ' 1 I I ft presented r non these drawings concepts shalll be prros ideas 20-0 j ` U r cove red' _- - -- - " --- --- " pP ctYp EL = 19-0 - -; ,�,� I , ' lT �j " � detail sheetA6.1) 3'-0" 1T-0" oo !___ -.___ * `� i j � Covered 130 �� = to the fullest extent of the law. Copyright 2019: landing —: - —( patio T7 d I I " I Michael Macrina Architect, pe. All rights reserved, Co 7-2 no part of the plans may be reproduced without -- 13'-0" 4'-0" I - _ �� --- - the expressed written consent of the architect. - - -- - -r - EL 19'-2" 1 i stair landing - - -! ---- ---- = 1'-1" ---------- ---- o U cove_ - --wndto owbw w II - EL 2 � o nlc� red _ - - ---- - -_----------------------------------------- - -- - - --- -- ---' Patl(14 O #1 - Drawl Status . - - - - 9 ;, n C 1 II a L-7 ;51"I j 144" �' 1" 52 1" , G-- -- -- - --- �- G A5.2 _ --- -- -- ---- I I �� I I I I 4 tl T- 1 I I I down 5 I I 1 I ( -- ---—' ---- - 5-6- 8-6 ' EL = 21'-6" down 5 " i; r - ai t- A/C unit A/ unit O I I I I I I 1 1 � I I I I I I I I I —13-5 ,331 , I EL = 19-0 - II ' ;------; � I min. 36"tall - guardrail from I I 1 I I I I I = �. ' wall below top of foundation I I I I I I I I 1 �� I01 : 1 1 I I I I 1 1 'd' I �-'� nl I 0.EL = 21 -1 I I / ---------------J L----------------J L--------------- 2"thick random r, ! down 4R at o ----------------i r----------------, r----------------ICJ pattern bluestone r I ±6"each Down I I I I I I i -_ pavers over I 14R 1 �. i i i i i i I concrete slab ij ' handrail 1,396 s.f i j to code �/ Dates (12'Tat±,,4") 04 I I I I ' --- t --- o I I I I I I F - -- --- 1/31/20 Issued for Construction - ---- --- ---------- ----------r---------- o i i i i i i !,'. i pitch Y8"per ft. o =/ ® M 2/23/21 Updated Code I ' _ concrete High Point a g I I I I I I 7/2/21 Issued for Construction N I I 1 1 I I ' ' -1 landing Dn.A" EL = 19'-9" I I I I I I ------- ------------ ---- , _ I I I I I I - --r-----------------r----------- I -- EJr= 19'-5" ---------------- i a -J L---------------- --------------- ; ----------------- --------------- 1"I 1 i I I , 16' 4 I 44 :---- ------- 1------ - ---- ---- ----�---- I 17'-8" ' I 12'-5" 16'-0" � - E , I ; I Covered = _ , O I I I I I I Porch L _ -i i- { - '-- --- ' ' I I I I I I I ' J d• I C-4 ^ O N O M I I I I I I I O I 6"W'P.T. posts to be I ' No. Date Description _____ ------------ -1 1----------------1 l- ------------_ ------ wrapped(typical see ' I - ---- --- , -- -- --- -- ' r----------- r----------, I Project I I detail sheet i i pooh 1 1 -----_------.-_ I ------------ _.-.---..-_---_- - i ---�---- 4'-4" 30" 8'-2" 130"I 2" by others _ __ __ _ r posed -- '-- - I base --------- I 'b 1� - -- --• - -� � � EL = 21' -ale- 0 o Residence to structural beam �- ._ - M I- j I ' 5, 93" -- I o I ------- ----- --- "' - - -- - -- 1 1 I ' 1 " ---------J -- - - I I I- ------------------ = ±1' EL 5-44 ------ ----- o " , " I I 4 -- 2 ' q 1 1 I I _-_ 5-4j I 4 I or - -- - I A I I I I I I I I I A4.3 �- " down 5" --I ---- I I I I I I I = I 1 I _L_--- m 0 0 - --i - EL 19'-72- Low Point - Ico I-- - - - o - I I -_; EL = 19'-6" O - --- -- - ------------------------------------------------------ -- _ I I - Rachel - - - - i down s" i i i � T _ - Covered rid- I Porch down 4R at i i -- -- -- - - -�-- I I ±6"each - - �-- _ 2 11 5 4-2'� 18-2 4-2 17-5 handrail -= -_T-� Murphy _ I - -,4'-2- -- " I i " i ' 20 i30 to code i- 1 — E E 1 I— ; . I A5.2 o I _ base base ase as - — --- - - A5.2 2"thick random o - 1 - - - E _ �� ' ' a -- ' I I - - - pattern bluestone I 21695 Soundview Avenue oo,� - - I I - -- ---- -- =I --- - --•- --- - pavers over co O -' ,t, I ' down 3R at o I i = '- �� I ' in cw ;- ---- I ' ' i - - ; concrete slab _I O I I = I I I 1 Southold, NY o I = I I EL 21 1 ❑ -- - -- ,— , o I , ±6 each I I I --r- -- .0 a I ----------------- ------ --- --- pit $ per -- ---------- .--�, 2 I l_---- -- s —T-- -------------- ----- ----------------------------------------------- --- -- ----------------------------------� -- Jurisdiction : J I r I I I - - _ 1-- I 3R at±6"each ! ----------------------------------- - ---- - r "' - - rl - ------ ' -------- T f Southold EL 19 0 - - - - - - ----1-1---- down-- - --- ---------- - _----- - ----- --------- -------------------- ------------------- - --------------------- -- ---- -------------------------------------------------------------------- -- ---- ---- - --- own o step --------------------- -----------------------------------------------------------------------' step 6"W'P.T. posts to be Suffolk County ---------------------------------------------------------------------------------------------J wrapped (typical see Lell Drivewa Pp c YPy detail sheet A6.1)= 19'-6" EL = 19'-6" y• R. Drawn B A - �" 51" 5 " M.P. 19-6 14 14- 9-0 5 " Checked By: 1. v 144" 14 " 13' 64 2 14 " " 51" 14 " 5 " 4" " " " 2 20'-0 51 �51" 5 � 5 i M.A.M. . k 67'-72" 10'-8" 144" Job No. �q `0_31� -10ct porch roof framing porch roof framing 1764 OF NEB 1 15'-0" 64'-0" 10'-8"porch floor framing porch floor framing Sheet Title : V/lj 74'-8" Porch/Patio Plan B C D AF A5.1 A5.1 A5.2 A5.2 Proposed Porch/Patio Plan Sheet Number : 1/4" = 1 '-O" plan north r, I - I. B C D F A5.1 A5.1 A5.2 A5.2 Typical Roof Deck Construction • r-r y 57'-6" 5/4"x4"Decking set level over tapered 2"x4" P.T. Sleepers at 16"oc 2'-0" 12'-6" over pitched EPDM Roofing System y 5'-4 S-2 13'-5" 9'-4" 11'-8" 6'-3" 6'-3" over tapered 2"x furring of post over floor joists at 16"oc i C to hZaE� I bathroom tower of post and of post of window post and (pitch roofing to scupper as shown)Typical Roof Deck Construction (see detail'4', same sheet) M5/4 x4 Decking set level lof ridge above a '�./ over tapered 2"x4"P.T. Sleepers at 16"oc ------------- ---------------- ----------------I --------------- --- -------------- ---------------------- - over pitched EPDM Roofing System 4'-8- 4'-8" ---------- ---------------- ---------------- -------------- ------------------------------- ---------------------------- Axch itoct over pitched 3/4"CDX Ply. Sheathing equal equal 3 -113 ;over tapered 2 x furring 5 _ ,� I 5 to leowm 206 0 206 206 206 5'-1 4" I "" 21 Main Street Stony Brook NY 11790 over floor joists at 16 oc (pitch roofing to scupper as shown) ,461 0 W O O 0 to earn (see detail'4', same sheet) I A6.1 205 B05 205 205 elow `r phone. 631 631 686 6585 a , ._ O = I H email. MMacrina@optonline.net 0 202 202 _1" I q02 202 = � - _ - - - ------ --------I i web. MMArchitectAIA.com --------------- cD O = E El- ------------ - I ' 202 DO2 - - - _-_- - -__-- _ --_ - -- ------------- ---- 207 iv M �� I These plans are an instrument of service and are ----- align over wall below i I-- —_ — _ • io 5 205 206 0� the exclusive property of the architect. g - built-in window seat o -� y G - Infringements of the concepts and design ideas Frloped --- --- _ _ _- I 1 'I G resented on these drawings shall be prosecuted A5.2 "' 5 " 'i� - 32 5 " O 1 - - ----- - -- --- �o A5.2 to the fullest extent of the law. Copight 2019: 1 --- -„-------- - ------ -- ---- LO j _� ; v Michael Macrina Architect, pc. All rights reserved, 2 8 9-10 8-3 39 " 5 -- - � -- - - " �, 5 = saddle I N no part of the plans may be reproduced without ceiling O cv a, Tile Fir. i'1 _ 21 205 2 Illto be 36 all ( I ; o the expressed written consent of the architect. slope __" saddle 10 �__" = 06 -, I aivdr 6 11 -7" I - align door location i �- o = athrm'. . --- - EF -- - " i ite " 5 deck m I o. off de' " 1" 24 in. „ - --r- - 1 52 181" 5- - " 3 bedroopm door 5 i above A6.1 I �,i copper, N 30 open to 2 3 #3 1- - 3 door 1_ 1 I : Drawing Status 2 2 2 ----------') �W scupper, = 24"tall, 2x6 framed wall '- 12'-0" i 205 206 �- o = ------o ------------ ------ ;- _ I at 16"oc with 1/2"plywood 12'-0" _ i Roof __-- sheathing each side with F I epla e aILJ� Y 3' vent , I f M Bedroom 11'-6" " 5/4"x12"'Azek'tapered cap = flue xr r -- stack I J Deck I w/1"x4"apron each side o �, M I Clg. 5 205 206 Bedroom 0 - f_l #1 #3 closet E ; ; Z-%sv we I ! 5 " 9-1 39" 0" ,M, linen seat Clg„ ----- ------------ ------ i . , T 3 - --- -- ------- --------------------- --------- --------- ------------------- plumbing Clg' O 31 g S.D. ■ �- ------------- ---------------------- ------------ ---------- ------------------ O Bedroom ,8" ,- I ; I l o I I P wall 9 " 12 I ---� � _ �„11 � ,= '" decking to � I - --- - 202 3 3 " 3 � ;,- be selected tiv �71d --- 5-0 \ S.D. chim ey / N= ----------- -- - ---- `�' I c" rn " = ab e f r 11 = 0" a - - - ------------ ------------- _ —3 even a �' 12 , 9'-1" ----_ N I ; N 0 `'• 3 " � cased openin 1" " 1" Cig, o, 5 -------- 32 5, 8" 32 52 �� I o 0 4'-8" -6 2" 42" ;n " --------- -- ------- [built-in 1T-1" 208 - _ 35 _ " r.o 7 ---- ------- -____ I i 2 " N ; ! I , l=1 ° .: o 31" N linen p closet _ 2 S.D.D top of decking Dates landing Down i S 9R(10"T) _ 1" with sulbflooa = 3 ,---- - - ., -- -- - ---------- I M 09 " 1" 1" „ -------- = Issued for Construction 15 32 1/31/20 N o I j I Bathrm. - -- -- Ha�� 26 " 8"x87" i52 52 51 354" 2/23/21 Updated Code I 3 r�ilrng over wall to #2 F -----_ --I 4 r.o. '- " " 9 1 13-0 i I I ; to beam d CD 6"off deck min: 202 Tile Flr. 3"vent min. 36"tall = S.D. I �' I - ------- below 7/2/21 Issued for Construction railing 1 pull down attic I I r7 0 3 _ — .. be f _ case = itch roofing ----------� ' O -- stack o�, o � � stair discuss I � I � . � � P g � _ C.M. L-------- -J E .-,N IW 1- i c 2" I exact ocatioli 13 0 �`�'opening I I �, Ya ltt `- I I scupper i I, Roof !9R(10 T) ! 9- O.-�, G II - II copper; I _ PP ; ! -' ' Deck #2 4-6 6 8 close i i !co er 16 B " "; „ = linen -- ---- pP min. tall I 1�'" i scupper railing H a - I ' ,�-' I •;� Itch roofing _ ✓------------ g t 16 with 1/2 d o � ------- °� ----- P� saddle � r-x�1 .-�, ;; � I I I,;!.� -� � ! ' ' , ;, ,' I � � � I'�� � ,� � � � = a2 „tall, framed oalol ' E--- _ _ ,_ Bathrm 4 , I i I Ya Ift. "' _ "'= 14 - # I I I I ; I = o sheathing each side with -- - - D '� o S.D. 15 10 -------- --------------- 204 `� --- ------ -- - O _ r 209 i 5/4"x12"'Azek'tapered cap " " Al 2" ,_ " " 5 "! " 32" M saddle 5�"---- -- — - _ T = o EO w/1"x4"apron each side 15-05 3 9-1 l top of decking I l; 7-8 5-0 9 1 2'I � Q)O I c N to be aligned II - -T-- H t o o I 3 „ ❑ -------------------- I_- ------- - l " with subfloor „ N ---- ---------------- o I v, 0" 5 " i M shelves Walk-In -- - - _ o ------------------- ------------------------------- No. Date Description :- - 9-6 Bedroom ��} - - T9 to wall �;• hI j CIOS@t - - -26" ! -� 5 below decking to I, ;; _.__ 1 Project . #2 g,_1., open to door Fbe selected I _I „ Clg. below c° #� ;; + !.- / A6 1 i -- ---- J -- ------ - o „ �, I I. - - EF Tile Flr. - A I - " CI9 „ I - „ Clg. j nl 2T9 A--------- 1" 5 5 5 ,I i, l_I _ ,- " - -- Proposed _ „ " c� .-yc.� rn ldl " 1" N A4.3 A4.3 "' 2 30 " / " 31 " / " 5 " " 2 li 4'-2" = 60 t 32" N: - f;-1 -- -51" 30 -- 52 5,-94" i 12-0 39� 42 9-1 = 42" I terminate boiler ii -_-. •�Ic.1 a' Residence j o o intake and ex us t / Walk In " a� 5 — _l; 3' vent L -- -- ,� A6.1 CloS It - — _ D = M --`4w tall- ' 5 - O� flues throw wall hase - j as per uufacturers - stack j I I specific Ions N 10 #2 -- 5 - ;-, --A6.1 - ------------------------------------- ------------- -------- ---- --- ---� ------------ ---- =-=o - _=-fyPma - - -= --- li --- For t- --- —finished --- =I ! = O O N -- --- shelf floonn9 -- N T1 0 ----- ------i i = E o 201 201 - � 201 � o E A5.2 iv I -- ------------------------------ ------------------------- ------- --- I I iv A5.2 --------------- ----- ------ ------------J -- I 203 202 202 � 1/2"Gyp. Board LO Rachel (typical) 1"x4"casing ----------------------------- ----------------------- ------- --------------- --------------------------- ------------------------------ ------------------------------------------------------ ---------------- -------------- -------- ----- ------------ - --------------------------- -- --------------------------- ----------------------------------- ---------------------------------- ---------------------------- ---- ---------------------------------- ------------------ ---- --- ____-______-______ _____________________________ M_ U rp hy 1/4"reveal (typical) 1"x Flat Poplar of post and 21695 Soundview Avenue to be painted of post and of window dor below and of window of post and Southold, NY bedroom ridge above bathroom Shim Space 6'-0" 12'-4" 6'-8" 6'-8" 12'-4" 6'-0" equal equal10 Plan Key Notes Jurisdiction 3'-0" 50'-0" 3,-0" � Custom ustomsemperedhower tglass enclosure. Town Of SOUth01d Rough Opening 3" (see plan) 5-94 56'-0" -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over Suffolk County thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be installed by manufactures specs Typical Cased Opening Detail or other approved waterproof pan system B C D F (see detail sheet A6.1) Drawn By: 3" = 1 '-O" -triple 2"x4"curb _ (' A5.1 A5.1 A5.2 A5.2 -Secure the water supply riser from the shower M.P. 411 valve to the shower head to the permanent structure. FLOOR PLAN LEGEND -Shower to be equipped w/pressure balance control valves. Checked By: L.' ( Ah v „ Proposed Second Floor Plan I -Surround to be the over 1/2"cement bd. M.A.M. �, - ,. siding Siding STRUCTURAL POST -Shower seat(16"tall x 16"deep where shown on plans) Job No \ t 312a6 Q O�� 1/4 - 1 -O -install 2 x12"blocking around shower base between each stud. o 9 y underlayrnent , min. (2)2x6 unless noted F F NEB 11 / otherwise on plans B 30"wide x 24"deep x 36"tall vanity with 1"filler 1764 b. 6 NEW FRAMED WALLS counter top to be selected by owner Sheet Title unless noted �e� otherwise on plan / TALLER/LOWER WALL or %ir , f� 36"wide x 24"deep x 36"tall vanity with 1"filler jRooDng. N U �� NOTES (refer to sections) nc counter top to be selected by owner / Door Second Fir. Plan Saddle to be -o. \ = (1) 14"deep shelf set 68"above finished floor selected Max. slope of 1:2 3/4" P.T. 1. See sheet G-2 for insulation specifications. ABOVE SUBFLOOR A.S.F. tJ and metal rod set 2"below shelf Tile Fir. X SubFlr. Ply' .: m a V 2. Install all smoke detectors throughout home SOFFIT / WALL CABINET (5) 14"deep wood shelves to be painted Ripped as required b the 2020 RCNYS, sect. R314 and ABOVE ABOVE _ _ _ space shelves equally wood Fir. PP \ q Y P.T. noted on sheet G-2. mud base x t - Furring \ SKr.._ TECO = INSTALL SIMPSON STRONG � 72"wide x 24"deep x 36"tall vanity with 1"filler 3. Install all carbon monoxide detectors throughout TIE JOIST HANGER countertop to be selected by owner .. home as required by the 2020 FCNYS, sect. 915 and 'j EXHAUST FAN ., Sheet Number: Blocking % Joist \I noted on sheet G-2. EF G 108 wide x 24"deep x 36 tall vanity with 1' filler Typical ca I Door Jamb / � \ \ 't � (min. 100 cfm to be vented to exterior) yp counter top to be selected by owner from Corner Typical Saddle Detail Detail 4. See sheet A6.1 for window/door schedules. Required Hold Down Free Standing Bathtub:of roof deck at wall q A213 5. See sheet A6.1 for plan key notes. Location(see detail) ® -42"x72"tub to be selected 3" = 1 '-O" 3" _ .1 '-O" I pi y � "n�2'•I .. a M -a c r n -ra /krch itoct 21 Main Street Stony Brook NY 11790 B C D F phone. 631 686-6585 A5.1 A5.1 A5.2 A5.2 fax. 631 686-6786 email. MMacrina@optonline.net 6"x6"P.T. 6"x6"P.T. web. MMArchitectAIA.com post(typ.) post(typ-) These plans are an instrument of service and are the exclusive property of the architect. - - -- - _ - -- - - - - - -- - -- ------ -- - --- - - ----- -- -- ---- -- -- - -- -- -- - - Infringements of the concepts and design ideas - I— -i -___------_- beam presented on these drawings shall be prosecuted - - — ----(-- X -- IVI low porch ----------_ , to the fullest extent of the law. Copyright 2019: -- T - 1 - I _ _ _ _ - - ! Michael Macrina Architect, pc. All rights reserved, 12-5 1 r - T --- -, --, -------set top of beam 10'-1"AS.F.----. -------------) - -�1 r. no part of the plans may be reproduced without ' the expressed written consent of the architect. -� 2'x6' C.J- f , 1-- -____; U n Cove red '� outriggers -' 0� I I I 3 1�"x ''M low porch beam -- _---�_--patio -- 3' I Covered �- 2 X6 c.J. I c ) a at o #2 (3)14 x 92 M bw porch beam I v at 16"oc set top of beam 10'-1"AS.F. io io outriggers , set top of beam 10-1 A S.F. x x at 6 oc I Drawing Status T— Porch 1 " , -,- I (V M(O N - ;- ;- - {pos ,� ! I continuous(3)12"x 91"M hdr. U I i - - ---- ------ - - .... - - - --_ �-� -(4)2 x6 ;_ ----- ----------- . --``----- ----- - -- - --- ------�-- io C 6"x6"P.T. � I - _ ! p -- j C.J. ost i (4p2 x6 I (2 2 x6 (2 2 x6 (2 2 x6 v �?41 post(typ-)ost ) ) ) - nuous{3)14"_x "M�dr f post post s ( - -_ - ----- po po pot 2)2"x6„ k length) � c ; E3 s our e G ---- �. - -- -- - _ ove ( 2"x6„flush G i I: 4' `_�__ -a � line of roof deck ab I' � � �j l � Continuous 3 l 18 Ivl hdr. 22'length) run,header along _ - P - - _ _ _; 2 ush cl h ,- .- i � - i .. ___, " 3 „ � , ) g. dr. . --- A5.2to le 1/a x7Ya Ivl under I ; teco C.J.to header � - O O c ) s I 5Ya'"x5Ya" entire Wall over all four posts as shown on plan i I! I teco I I t--- -- Jos 2 2�x6„ 2 2�� �� 2 2„ , I 5Ya"x5Ya" I Dining 10'-1" ! parapet wall above I --- -- -1 - - - --- -- - - ! ! post post post --r -, o� Iversallam post I I I versallam post) Room CIg t I E I. i ! --- -- ----� T. r I �� i x u_ a I (down to fnd.below I I r? I I _ down to fnd.below I I m I I I ;I� ------- - o N m o II> I I o- I I Q, III Ij I ej -� -; 1 - 1 I c� U o _ � I I I U I I � I � i h 4----- ---- -- - --- Bedroom #5 � ------ -------._.---'—...__r. ._._ _f. . M (? i I I. I I o I I r II M (o r I <- °�° x 0 -� 0 10'-1" f- o / 1 .- a I I (, 1 1 I I 14"TJI-360 F.J. c I $ F- o - - I I�� I I H o 1 1 1 1 3 ' I Clg- �° ! (2)2"x6"I I 1" 3 1 1 - - 1 I I double 1/a'xT/4'Ivl deck joists at 16"oc(20'length) M J _ \ 2 1 1 '•(° I I I I I ;, at 16"oc(16'length) +, =j i `° i i 6"xs" set bot. of joists at 10'-1"A.F.F. I , r In m ack-- _ � x I, I - - - - - ---_-----_---- _ --_----_------ -_-- -_----- _ _ -- - -- o -- - --- --T -- - - -- - /r (2)13a"x 14"M flush beam _ J _ I L - - _ ; o Dates „ -- -- -- -i ----- ------- ---1 r -- -- - C 1 I IN 14 TJI-360 F.J. post6 " i i 2 1- x 14' M flush beam I 1 --I II - I j 2,2�� �� 1 ! N 1/31/20 Issued for Construction itc en VY r at 16"oc(18'length) 11 1 I o I I I ack I 11 I 22x6 I ! I I I I ack 1 Living ( ) I I , 2/23/21 Updated Code 1 I I; 11 fwth continuous 2"x6" ! :_I I; a i i Room _ i t -- I j 7/2/21 Issued for Construction - -- - ---- - - I C d r _-� timberstrand studs from h-�-a. i I r- m I I I I _ I I > I f - - x I I I - -- I I overe o top of subfloor to 2nd Ili =.� I I 10'-1" I I i I c m v ,� 3 „ II 3 I 14'.TJI-360 F.J. I a fl r�� �( I t 14 TJI-360 F.J. floor plate(t20'-4/a ) o I ' CI I I X I ;I I at 16"oc(18'length) Porch Y C .I 6'x6"P.T. at 16"oc(8'length) i1 i i g i i `�! i �'�- c2)2„x6„ i.._. . -' v ! post(tYP) 3'N i U Oi -------------L-------- post 1 1 _ -_____- - k I rev OO I 1 _ ----- a / X i - - — — -- -- -' ---------- ----- ----------------� --------------- z- ---- - I- I s Iv Hoer I I o �. - ------------- -------------- --------- I all , triple 1/a"M4" I u - n (4)2„x6" �_� (2)2,� . -- I ara et wall above - _ I,I p 6"x6" i — - ost - _ E I 1 i P P - I1 IIL - II ost 1 1 I I ost P ivy P II '';� ! I'' t I I 14"TJI-360 F.J. I I I ; 8 double 1%4'x7y4'Ivl deck joists r I I iQ ' I-- -`�_� Y o o OSeniin -- - 1 i i at 16"oc(22'length) ! i --- - at 16"oc(18'length) Ii ;o ! Uncovered double 13 xT Ivl F.J. I I . p g I > I I I I I (3)13"x 14"M flush beam 1 -- set bot. of'oists at 10'-1"A.F.F. I� ! No. Date Descri tion Bathrm.�-=1_, I I a f I I p at 16"oca(16/length) .-_. =i I' �i I v (3)2 x6 I I (3)2 x6' _under bearing wall above _ _ I - I E Patio #1 _ I �, i E concealed post dovlm, i ;post down ; i x w—,- __ _.__ _ -1 , N I o Project provide blocking I flan e to beam Ito beam C for glass enclosure g (4)2 x6 ICL I - - --' hanger below I I below post I a' - 9 rt, , tait opening ! I _ I I - I I -- ---- - (typical) � landin / � I I I ' �-- � � ��I a� J- � g I, i i (2)14�'x 14"M flush beam (� j; ( ch 1 i(� i ------- -- =---------------- - - ----------- I ------ �� -° I P r posed N p I - -- x6-- -- - - - - -- - - - - -- , -- -- - - I ----- -- -- --.-- -i I�— 2)2„�.. jack m I ----4 2�� ------ ------ ---- � F > triple 1%4'x7Y"Ivl under --� { ! I-� post \ i I �� i� �, parapet wall above _ teco [� I � �) � les de ce I - --___ --- -- - -r - line of roof deck above O 9 --- - - --L--T- 1 I �_ !, I �/ t° \ 2 2"x6"flush cl hdr.,� -- -- -- Fo er Butlers I _ I o - - -- _ --- I + - t at 16Coc - teco C.J.to header O _ 1 I_ - POWdef HVAC \ / Pantry o I Gara a __ -__�- --!- -T-- --i ROO'm chase —� o I Powd { ) - _ _ (4 length) T - P nt I er � - -- °' I - ! --Laund ---r-- --� 2 2"k6,. _ ---_-------------------- �:- �- __T , ry — � _ _ 1 ' 1 b'-1"I -- -- - !# � closet �. N I n ac - - - ` 6"x6"P.T. Room #2, i For + Clg- Room I \ / (�, I I' x6 flush +I �- - �" - - -- post ctYp) - - - -._ (2)2 x6 2 2"x6" r Y l �3)1 "x 9z 1 w porch bea -- --- n t - p ° " I - --- - jack both jack _ - ____ ____ _ I (2)header - I i set to of beam 10 1 f A.S.F. `=_---_- �. --- O e _ 1 I ,� --- I P o i -- ;- 6 ! Above sides ---- - �' I --- 2"x6"C J ------- ------ 16"oc I post i 2 ck 6,� \ a 2 2�� , ack - { 9 ) -- - A - ►- � _ _- -_ - � � � 14"TJI-560 F.J. \ � � {j) � 14"TJI-560 F.J. { ) 1 6tlen th I s ,� - at 16"oc 24'len th I I I ' I I at 16 oc 24 len th I A A4.3 triple 1/ xV4 Ivl under X o I ( g ) I b I I 1 I o (2)2�x6" I I ( g ) ;a) I I A4.3 parapet wall above - c x - III Hall I 1 I I r ' I- I x E I I � 3 p 1 1 X I I / \ I I x lack both I I l o _d) @ I I� I h Mudroom 10'-1" XI Ni I I IN sides 11X 10-1 �cho � I aC -I - - --- Rac lel ` �� c o — - 1 I I 1 1 I :_ Office I - - U . ?_ CIg i� I I (2)2"x6' v I I M I i� _ Clg. --_--_- I I „ v m ,� ,� Post - - 1. - (2)2"x6" 8_i in (2)2"x6" hack 1 -- f ------ - _----L- (3)2 x6 (3)2 x6 _ - _ - -_ 34'=TJI=360 f-J-- - 3 13"x Mhdr. Murphy (3)13"x 14"M hdr. 13i x N"'M hdr. 1 14"TJI-560 F.J. f ack 9 @ - tack lack -- at 16"-oc 18'len th ( ) a �i a (3) a z a, r - - -_ --( -g ) -- 2)2"x6"jack 2)2"x6"jack i at 16"oc(18'length) i� -- -1 -- ------------ -- ---- - - --- -------- -_-- - ---- — — -- - — - eac ide ea ide - -- -- - - - --- -— -- - 21695 undvie Avenue -- c c 1 �. --- - -- h s- 1 JI 360 F.J. ch s I � .--_"` - - -- �-� X �- I SO W (3)14"x 14"M header i i j. -- - '- -- continuous continuous Southold NY E + i - E „ .. ,. � E I at 16 oc(22 length) E 4„ �„ A5.2 21 „x 11Y"M--l-b I ICI -----�_! - (2pox6 c3)1 x Mhdr. (2post6 $ I I line of floor above I �' (pox6 (3)1a x Mhdr. (2)ost6 _ �o�6,� �' ---1 --- '- I " " Co 1 I I m - - - X t - - - - - - - - - x P - 00 G�9 I I -- f- I - ' 1 I I U 0. r- O.. --- _ _ _ A5.2 _ Jurisdiction low porr:F11 beam set top � a, `, s v a, f c�6 I 1 - -- - -; I r--�- of beam 10 1'AS.F. r --- ---- I I _ o o�� 2"x6"C.J. Covered ` -1-- - -i N - X 2 x6 C.J. outri ers i-i--' Y at e6 oc I o I --r at 16"oc I -- - M 4'I n th `✓ N m m a --1 gg I --- -- -- -- ---- --t -- ---1 Town of Southold N m(fl L t �-- I I I t_. ! -- - ; c g ) Porch E I - -- (3)14"x 11%"M low porch beam (3)14"x 11 Ys"M low porch beam -- (3)14"x 11�8"M low porch beam I -- - -- - - - --- - --� - --- - I - - --_- --- -- -- Simson HUC412---III =---- ,-- ; -- r-, � ,7---�-�----t------------------- � �� ----------------------------------------------- � ,,�r1; ----------------------------------------------((- � _ � T �- -1 � � I COUnt P _ _ _ _ _ _ _ .f _ _ _ _ _ _ I �C Suffolk y concealedflange - -----; - -- +�_1 + ' --- '--�-- --- - ----- ---- ----- ----------------------- ----- ----- 1 � J+ ----------------------------------- --------- �i 1C-1 AS.F- �, - " hanger to be installed _ - � p set top of beam 10'-1 AS.F• I I set top of beam 10'-1 AS.F. set to of beam prior to beam installation - -- - 6'-0" 6"x6"P.T. I -- -------------- --- ---- ------------ - -- 6"x6"P.T. Drawn B y: 6'x6 P.T. 6"x6 P.T. cantilevered beam post(typ•) post(typ.) post(typ.) post(typ.) M P R Checked By: M.A.M. �T A5.1 A5.1 A5D.2 A5.2 Job No. N , 'w 31�86 1764 Sheet Title : ., / �IrSt �IOOr Proposed First Floor Structural Plan LEGEND Structural Plan Indicates Bearing Wall ZZT_Z7__l7__7_717___ Sheet Number F I I\A i C h awl M .- cr i nza A. rc h ito c 21 Main Street Stony Brook NY 11790 F phone. 631 686-6585 A5.2 fax. 631 686-6786 email. MMacrina@optonline.net web. MMArchitectAlA.com These plans are an instrument of service and are --- the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the low. Copyright 2019: Michae rina rights B C D - -- ------ - --- - - - - - -- -...- - - - - ---- - no parlt ofcthe plans may Architect, b ellducedrwith without pro A5.1 A5.1 A5.2 \ the expressed written consent of the architect. I I , ! Drawing Status -� continuous(3)14"x 92"IA hdr. - - --. - I 1 - ---- continuous(3)14 x M hdr. continuous(3)14 x 9� M hdr. - - - - — ---- - 2 2" 6„ 2 2" 6" 2 2„ " continuous(3)1ot-%S"up te;C i f t 0% 1 4'x "M hdr. j ! i = - _ -- i j (3)14"x�"M hdr. j post pot post 6 - -- G - - -- ----- A5.2 ■ A5.2 ! j l (2)2 x6 i (2)2"x6 4 2 x6�� P post i ! �- 1 I e■ r% n (2)2 x6 (4)2 x6 - - . - -a . ost c ) i ! I UO I S I i post Of f �^ A post post Post ! P post cIT L . ! sloped i i ; / I ( - � --- ceiling a) ----� - Bathrm. 9'-1 (3)1%4'x 14' vl ? 1 i U - ! I o c2)2'x6 -- - - Clg. ;-low beam ._ ,, v t N ,- „ o v post v x #3 -- 9 1 v i 11 6 x ° I, I w E j � --� -- i - --, - - �� �,-r-r-;+-;--y. I Clg. X ° � _ i Clg. N o ,- ------- - - \- ii j. Bedroom N _ Bedroom � _) ; P 9 ^ ° > ' co o _- +. rovide blockin `r° ' m (2)2,1 c o + ,- - ; for glass enclosure #`t x i post M'! j Dates ! #3 X (typical) i l i �. _.... r, 1/31/20 Issued for Construction QD coo � � � , :1-;- + � ' ° close linen y CI . ! y 9 I I \ I a> -- .---- ___-- closet 1 L------- --------- __-- 2/23/21 Updated Code ' I (3)1'Y4"x14"Ivl flush beam _ I (4)2'x6' (4)2 x6 2)2" 6., 7/2/21 Issued for Construction -- - - -- - --- - -- -- - - - - -- s J ck r I' Ij post pot ( a x (2)2,;x�-__�, (2)2"x6,� \ � ;, Roof x l ( jack jack 2 2'W" rn E l Deck i - _ _-- --y , c ) Bedroom II M( ---- i V I �Ti_7_77 - TTi 1?7T _1 TT�T dr. TT/TTTITI: _ o jack - - - - - - ) "x10"hdr. (3)2"x10"h I o v built-in r ! �I ... 3 2 � linen I j closet I� b &I cv ° ° x� s closet - �-r ; I frame both stair II I ° with continuous 2"x6" i l' I Clg. ifl o a_ a�i M - -_ Imb st d st d from CO top of subfloor to 2nd i ! I floor late t20-4Y )'I I U - \ (2)2"x10"hdr. O2 (2)2 ! l i j i P ( ------ ---- - 'x x6 j Bathrm/ i o ?I i-' jack jack ! �; i No. Date Description #2 I N o o Hall o Pull-down i o (3)2 --lO"hdr- _ . _. jack X attic stair I I! coo = ( x �.� i Project . I' x n „ N j ! ! , a (4)2 x6 as" N ,� �, v I linen _ (2)2 x10 hdr. I ! post closet - I Proposed ' H(3)1%"x 9'/z"Ivl flush beam a - - -__ - -_- " - II I f - I _ I I I Roo - 91 I - i I i i I I Deck " ,� I (4)2 x6 , Clg. _L! j —I — !- I ! ; Residence" " ------------ �,.. post I - }- - I I � `xO \ i L CO v I - post -- - _ I L N --_--_-- --- -------------- Walk-in _ ____ _ Fo r j i i I Clg. I I t E -- - -- - I ° i x O 1" Closet _ 7'-4 3-6 ac6i I yYI-6 " ! i 4 v s open to j # i - - --- _ �'(2)2"x6" I Bedroom rCO - I I X 0 Walk-in below I 9'-1" --'l I - -- `I post I _- y u .. - - N o o Closet clg. ;, + !I. A #2 Acoo i } - --- -- _ ------ Y r _ ; I'I i - Bathrm. $ A4.3 I 2 2"x10" C.J. under c0 #2 - - -!--- A4.3 c ) i i (2)2"x10"C.J. under I N o Rachel dormer walls above ;i q -1" - dormer walls above _--- _ __ _�J ---_---._--_ -1 ��'.- -.- -- --- -.- --____�(center under lg. (3)1%4'x 14"Ivl tT 11 (center under „ to dormer walls) - low beam soffit height dormer walls) ,-- + } ceiling l Murphy (4)2 x6' ---- - ,� �- l y -1 1 (2)2"x6 \ post --- , (4)2 x6 (2)2��x6" � - - -- - --- �- I post I P i - - - ---(2)2"x6"- - ---- - po -- I i - post 216 env ' -Ip 95 Soundview Avenue s ------ -------- I2"x1o"c.J. I Southold NY I continuous 3 1 "x 9 'M hdr. continuous(3)14"x "M hdr. at 16" -- z �F_ E - - -- - - --- -- - -- -- - - ---- - --- -� t 2 en�ct� A5 2 (3)14"x 9"M hdr. ntinuous(3) 4"x 91"M h r. (3)14"x 92"M hdr. -- Jurisdiction . Town of Southold Suffolk o County Drawn By: �E o --- ---- - --- M.P. �AEL Checked By: -' v B C D F M.A.M. A5.1 A5.1 A5•2 A5.2 Job No. C Ev,1`t 1764 F Sheet Title �, Proposed Second Floor Structural Plan LEGEND Secon +' oor Indicates Bearing Wall TlJIJIJIJIJ_ St ru ct u ra Plan Sheet Number : i C: h Zaa � I M .-a C7"- r i nzoa /krch itehct 21 Main Street Stony Brook NY 11790 F phone. 631 686-6585 A5.2 fax. 631 686-6786 email. MMacrina@optonline.net web. MMArchitectAIA.com These plans are on instrument of service and are the exclusive property of the architect. B C D 2 4" f a s c i a o ve r h ca n g Infringements of the concepts and design ideas A5.1 A5.1 A5.2 presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: C: L Michael Macrina Architect, pc. All rights reserved, L �h 0 4.5 of no part of the plans may be reproduced without I- ---------------------------------------- gyp----------------- ------------------------------------------ - o the expressed written consent of the architect. 0 --- ----------------------------------------- --------------N ------------------------------------------- o o �� v 112 n O N � o 4.5 °'� r+� Drawing Status 2"x10"R.R. �, o,, 24" fascia overhangti 2 N 24" fascia overhang at16"oc 42 fascia overhang below N at6'cc I �4'.5 I , I s a U 1 4- I 2"x8 R.R. � o��o IY o 4.5 0�o at 16"oc j --�----- - -------- --------------t 14 fascia overhan ____14__fascia overhan an- - --- ----� �- - - ��< r oQ °° �, r�Q- G g__-- _- -- -TIT_f1_TT_T_ TI_711TI17.1T✓ - - A5.2 ------------------ ------------------- Issued fuo-% r TT------------------ ------- _ /' 0Y 0 7.5 /� e o (V O A5.2 TT------------- ' t -----, - ---- -------------- --------------1------- , r----1--------------11--------------1-- - �O o - - - - - - - - - - - flush ceiling beam b w N /I TIT_TTl_T�TITITTI_ _T_TT1_ TTIIITTTT-_ (see sec.floor structural plan) - - - T_T_TZT_T_TfT�lT7_TIT_I_ =TT 2 �, �;.Q __________ ____________ , .,' I rT > , 2 x10 R.R. I I 'A {----- --- -- - O i I at 16"oc 1 2 jU H ;7.5F --- _0 �7. - - - ---- - - - ----- -- 2 x10 R.R. 2"x10"R.R. „ „ " Cn �•� at 16"cc at 16"oc o� 2 x10 R.R. 2"x10"R.R. �/ o ,0 2"x12" -I- �Q at 16"oc at 16"oc o Pu �n f I I �X'•. F A (D I I yc� �¢ I o 7.5F �7.5 Q 1 1 1 L J� , i �Q� ^ \\QJ O L I I 1 1 '� � ; ✓ , Dates 1 I , 1/31/20 Issued for Construction I r------------------------------ r--------------TS 2"X10"R.R. 2 4" fascia overhang i ; ; ; ; ;✓� .X °1 cricket " 2/23/21 Updated Code C at 16 cc I I I I 1 1 1 1 C X m v _>! ---------------------------------------------------' -_, ! i 0 7/2/21 Issued for Construction I N (•� I I I 1 I I , N 04 "d} J�r,J({�(y�_ 1 I C) O I LT______ __TJ L_T T_J L_______________ _ _ _ _ __ 11__L__________________________ -1__________J__-___-__ _____-__ _� ______-________-___________________- - f-1 _ _ T r T r I I � Ir (D 1 1 1 i 1 ; ' X I I ' I IUIII1IIIlT1T/7_T_TTTTU__ZZ _T i - ; I 0 1 ' x .,v ; 7.5 > lZ' U i i N v i i i i i e•` i i_____ ' � 0 4-5 N ! » 0 j ' � � j 24 fascia : ' l o m N ------- --------- -----------------------------------------------------------------' '-T----- ----------T-' '-----------------T r - -------------- ---' I 0 overhang 2„x8„ N h-r ---------------- ----------- ----------------------------------------------------ry-- ---------------- -,y-------------- --------------------------� r-------------------------- o (O j I .R. 01 at 1 ",oc 0 C U � i----------- � r � r � � 1 r ; i ; I I N Roof o I ; ; I 1 1 1 ;_a I Inv1 I f __� ' � , Deck ; 1 I I -- 111 -------------- ------ ---------------- __]=-'1 I 1 I 3 �� •� ; #1 1 2, No. Date Description f 1 1 /4 x14 Ivl ridge board 0 IsI C -------------- - ---------- ------ -------- ----------- Pr 1 ct . „ " ,I R C » 2 x10 R.R. - --- -- 2'x10 0 (2)2'x10, R.R. ----------i 2)2 x10 R R- ---------- ---------------, rI 0 at 16"oc ; - F;- - - - -at-16"oc-------- /� 1/I » " I f 2x8R.R.. I ; 0 at 16"oc I L i L p N N ! L (3)2"x10"hdr.J 1 (3)2"x10"hdr. j Pro os e d Roof > - --, -------------------------- ; , _ = , ; O h-i y----------- -----------=-= - ---------- ------------------ --------- R e s i d e n c e L ' 'T---- `- 0 ' I ' ' ' ' ' ' 1 I I r I 1 I� ' ; I ; 1 1 i l;' ------------- ------------------------ •_ ' 1 2 DeckLi N ##2 IY OY � � ; ; ; ; ; LNL 0 . �, �! o ' ` _ ROOF PLAN LEGEND ' L ' = = c 0) I I tY N i I +,O �"� I r-i CD a7 a) C i i e (D i I C W H r , i i --- - ---- i O CD a fti S �'' i � I y v ; l ' _ I I L O - C r- -------------------------- -=J-1' '� , - I ; X { F-i /� Caj,/O -l----------------��-; U �- o - L--' ' a- �- L_ ' N I > - , ' 1 i------------ - - ;-�-� 'U ' 'I C _ .+ i NA O /' 1 1 i N N I C I N = = N J Q/ i i L ' 0 ; .L N v i , Cff------ ---------------- /- v 1 X X ' O ' ' L _ _� r r.-- I I I I i L I ~- - N I' i i ° (V a3 N i i i Ql� +� > I ; OXO e- I I > i Q�i -5 ���Or WALL ------------------------- I o ; ; ; �0 o ; N o BELOW ROOF N ✓' j i o I I j I v i ; I I a) I j I I 0 -1 1 2 I I I i i iq I I i ; i I -0 L_ 1 &- 1 �. INDICATES ROOF PITCH ' , ' ��' �`' ' ' , ' ' ' ' 24 fascia overhang ,y� I ` 3.5 lF v, L 3 ;/ ' --J ' � 1 ' ' I ' ' � � ; I I I 1 2 � A ___ ; ; ; 5 , A Rachel / I' i� �4 *5 A4.3 BEARING WALL TLT_L7_Z7_l77 i LlITlTT/1 �L k - L - I�TlTTTT/�I 1 0) BELOW ROOF ✓; ��, of I I I I 11 � , 1 2 _ 1 2 I i S co 00 2"x12" N 7.5� N �7.5 , ______ 2"x'12" INDICATES AREA OF r h rQ 0 5� pp In » 112" fascia overhang I = + x 00 g ---- - u m 2"x8"R.Ri 0 DOUBLE ROOF FRAMING °f 1 I 2 x j b R.R. _ f sci ove a -- �� N o �0 7-2 » j 2, N 2"x10";R.R. i iD a 4,a 0» 7� ;2>; j at 16"°c C 12 n +O - ,o\ -- ---- _- --; - 4-0 at "°c at 16"oc ~ l ; L -- 21695 Soundview Avenue - bo r I ' „ ,� i 1 1 ' I ' f `1, - X C, 2 x10 R.R. 2 x10 R.R. I N INDICATES POST BELOW ED I - �, ; I I ; 1 1 }/ 4.5 iv m r '`� i at,16"cc(36:12) ;-j ; ; at 16"oc(36:12 `v _ - flush ceiling beam below - - _ ; 0 Old, N /1_Tl_TlTl_Tl_TTITI =1T1TZTI_TZT_ TU__T71T1T_ZT1T�'ITl1ITT- _T_1T1.1TZ- -_ ZT_TTZ�rT_TZTI7TTIT11T- - INDICATES STRUCTURAL - - Ut (see sec.floor struc ral plan) BEAM BELOW ROOF E 2"x8" R.R. E at 16"oc --- -----T---------T- --T --------- A _2 ---------- ---- T------ - --- 1 4 fascia overhan 0 1 4 fascia overhan y -1 ---- g A5.2 Junsdlctlon . 24" fascia over han 2 g ----------------- ----- ---------1---- ------------- ------------1---------�_ +, i INDICATES SEQUENCE 9 0 4 5 o0 1 4 rake o ve rh'�l n g o, 0 OF ROOF FRAMING 2 Town of Southold N h� 2C � 2' � c� i � 4- 'o © r\� r' - ��, 0 C3 2"x8"R.R. .n 2"x8"R.R. +i� m o o,�! ? INDICATES DIRECTION OF ROOF SLOPE Suffolk County V" ry�~ ---------------------------------------4-5--------------------------m -----------------------------------------------------------�°e�---------at 16"oc------41 at 16" -- °�� ----------------------------------------------------------------------X -----------------4.5----------------------------------/•� ,` -- v--------------------------- I ----------------------------------------------------------------------------� --------------------------- .`- ----------- - �° O N IO--------------------------- ---------------------------------- -------------- y---------------------------------------------------------------------- ------------------------------------------------------------------ w 1 2 1 2 s;P� Drawn By : N � 4 �, 4 ^ M.P. 5�'�R A. NyiI NOTES 24 fascia overhang 2-4 fascia overhang Checked By: a0L�p 1. See sheet G-2 for insulation specifications. M.A.M. * 4r B C D F 2. Install all smoke detectors throughout home Job No. 1286 as required by the 2015 IRC, sect. R314 and 1764 NEB A5.1 A5.1 A5.2 A5.2 noted on sheet G-2. 3. Install all carbon monoxide detectors throughout Sheet Title : home as re uired b the 2015 IFC sect. 915 and i/ q Y V_ noted on sheet G-2. Roof Plan Pro posed Roof Plan 4. See sheet A6.1 for window/door schedules. 1/4-0 plan north NOTE TO FRAMER Sheet Number : All overhang sizes noted on roof plan are rough framing from outside face of stud wall to outside face of sub-fascia and sub-rake. s n i Braced Wall Panel Construction Assembly Table R602.10.4 of the 2020 RCNYS BWL A BWL B BWL C 20'-0" 30'-0" 3'-9" Method CS-WSP: (continuously sheathed wood structural panels) offset spacing between BWL A-B spacing between BWL B-C offset • Exterior sheathing(min. 1/2"plywood)attached with 8d common nails ii c h ."a Elk, I (0.131"shank x 2.5"long)at 6"oc at the edge and 12"oc in the field and • Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized I 24" I roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. M ii 4c r ii rl -ra 2.5' ice B.W.P offset ------------------------------------- _ method CS-WSP I ;-----------------------------------� Arch iite� ct -------- ------------ 3.0 wide B.W.P see etas s,t is sheet)5.0 wide B.W.P method CS-WSP I 4.0 wide B.W.P ' Method GB: (gypsum board each side) 21 Main Street Stony Brook NY i 1790 ---------------------- `� - -_--_ ------ _ • Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. Zn ' ---- - - - _ --_ -� _� - - I - � Nails to be 13 ga. 1-3/8"long 19/64"head, 0.098"dia., 1-1/4"long annular-ringed, phone. 631 686-6585 - - -t ------ _ - „ t M o - - I ! �T 5d coolers or gypsum board nails 0.086"dia.x 1-5/8"long 9/32"head. fax. 631 686-6786 li ;I Bathrm. -J #3 Screws to be t-5/8' type W or S. email. MMacrina@optonline.net 7.0'wide B.W.P-' ' I 1 1 I I Method CS-PF ' 1 Bedroom ' I web. MMArchitectAlA.com method CS-WSP 1 1 , Bedroom 1 1 #4 I • see detail, same sheet These plans are an instrument of service and are 1 #3 I the exclusive property of the architect. ' I - ❑ I,. , �7.0'wide B.W.P I j � Infringements of the concepts and design ideas _ - t L__________L_ i presented on these drawings shall be prosecuted -- ----- --- method GB Braced Wall Legend to the fullest extent of the law. Copyright 2019: 1. j Michael Macrina Architect, pc. All rights reserved, N 'i Bedroom Roof no part of the plans may be reproduced without 4.0 wide B.W.P #5 , Deck the expressed written consent of the architect. I! method CS-WSP 1 --- #1 " m 1 Bathrm. I -•-5'-2 -W Indicates spacing between braced wall lines o _ #2 N Drawing Status - -T I r----, I 5.0'wide B.W.P Hall I I =___ i___ method CS-WSP !! J - - - ! ; - Indicates braced wall lines Roof Hall = r r Q Deck I! m --'- U' #2 ;; -T ; - - - - - - - - Indicates braced wall panel I __________________________ B.W.P. braced wall panel " Bedroom 1 !; Walk-in ;; "I�' #2 Walk-in 1 ;; Closet : :: , - - 11.5 wide B.W.P 1 �/ „ B #thhrm_' a M method GB 'I #2 i !� extent of header with double portal frames(two braced wall panels)" �, - - a braced wall lineintersection - ---- -- --- - - - --------------- I Closet , i I 7.0'wide B.W.P -1_._` 4.5'Hlide W.P ' method CS-WSP ' - method CS WSP extent of header with single portal i -- ;; ;; frame(one braced wall panel) BVVL 2 ». - - - - - - - - - ` ' _- r ;; - ; ; 2- 8'finished width of opening indicates holddown 0oN -------------------X-------- ---� ----- -==_ __--_- --- ; w -- --------- ------- - --- -- 1 - - -- - --- - ---I----; for single or double portal ;•,o I - -- ---------------------- -------J---- I P n Y w{II ------- ----- --------------------- -- - - _ eigh min.3'k11/4'net header steel header ' 3.0'wide B.W.P wide B.W.P 3.0'wide B.W.P ; ; prohibited ifY"spacer is used,place on method CS-WSP method CS-WSP 6.5'wide B.W.P I back-side of header - Dates method CS-WSP - -------------- ------- ----------------------------------------------- ---- ---------- ---------- irtethodS-WSP=_ ________________________ __----__----------_' ! tension strapper table ----------------------- ---------------------------------------------- ---- - ---- ---------- - rcn R602.10.6.4 ---------- ---------------- --- -t Second Floor Plan Braced Wall Calculations (on opposite side of sheathing) 1/31/20 Issued for Construction headekingstudto Schedule as per 2020 RCNYS section 602.10 p I I I if needed,panel splice edges header with 6 16d , 2/23/21 Updated Code fasten sheathing to header with 8D shall occur over and be nailed sinkers common or galvanized box nails in to common blocking over and n 7/2/21 Issued for Construction 3"grid pattern as shown be nailed to common blocking Braced Wall Line Code l.r within the middle 24"of the fasten top plate to Section rn header to jack-stud strap per table portal-leg height.One row of header with two rows = R602.10.6.4 on both sides of opening of 16d sinker nails at table opposite side of sheathing 3 225#min.rated strap) " 3"o.c.nailing is required Bracing Method CS-WSP GB CS-WSP CS-WSP CS-WSP _ I in each panel edge 3"o.c.typ. 602.10.4 rn PP 9( P) 3 3 : table Second Floor Braced Wall Plan E c%3 mh no wood tan zed box nails at 3' o.c.in a0D typical portal frame construction Min. Panel Length 602.10.5 27 48" 32" 27" 27" g min.7/16"wood o framing(studs,blocking,and sills)typ. min.double 2x4 post(king and structural panel per Braced Wall Line Spacing 20.0' 30.0' 30.0' 34.0' 34.0' E jack stud).number of jack studs sheathing plan 1/8■� = 1 -O�■ iv min.length of panel per table R602.10.5 per table R602.7(1)and(2). le 8.0' 8.0' plan north g Required Bracing Length 602.10.3(1) 5.0' 14.0' 7.0' (int.) (int.) min.reinforcing of foundation,one#4 bar top table and bottom of footing.Lap bars 15"min. Wind Adjustment Factors 602.10.3(2) No. Date Description • a ;-' 1 I. 1. Exposure category 1.6 1.6 1.6 1.6 1.6 4 � •a x - -s _______ Project . 2. Roof eave to ridge height 1.30 1.30 1.30 1.30 1.30 min.footing size under opening is 12"x12".A turned down slab shall be permitted at door openings. Section 3. Wall height .95 .95 .95 .95 .95 BWL B BWL C BWL D Lmin.(2)%e'diameter anchor bolt installed per section 4. Number of BWL per directio 1.30 1.30 1.30 1.00 1.00 Proposed lI I R403.1.6with2"x2"x3/s"plate washer FIGURE R602.10.6.4 5. Additional holddowns n/a n/a n/a n/a n/a I 16'-0" I 34'-0" 14'-0" Front Elevation METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION 6. Gypsum omitted n/a n/a n/a n/a n/a Residence spacing between BWL B-C spacing between BWL C-D offset 7. Gypsum board fastening n/a n/a n/a n/a n/a average adjustment factor 1.3 1.3 1.3 1.2 1.2 4-BWL A 4'_0" I 4.5'wide B.W.P - - �1 _______ _______ ___ _--- Adjusted Braced Wall Length 6.5' 18.2' 9.1' 9.6' 9.6' For " offset method CS-WSP offset Patio I I 2.5'wide B.W.P offsetL on grade I I I I Bracing Length Provided I ; method CS-WSP 9 9 18.0' 18.5' 9.5' 11.5' 19.0' +° _ 1 ------- i- Compliance ass/fail �m 2.5'wide B.W.P r_ � �:-- _ r--- - -- ------------------- _ �+' � ! P (P ) Pass pass pass pass pass - I I r - - -- method CS-WSP 7 M o I - -- BWL 1 - - - - - - - - - - - - - - - Den/Guest i i i i i i i i a wide S-W-P i _'_ -- i Rachel [- I I 1 1 1 1 method CS-PF Bedroom ,; I ;; ;; ;; Dining I ; N 00 - - T: - -=� First Floor Plan Braced Wall Calculations I I II II II Room I 3.o th B.W.P I, ,I I I Schedule as per 2020 RCNYS, section 602.10 Murphy method GB 1 I I I I 10.0'wide B.W.P - _---_� -_-_-_-_-_� -_-_-_-_-_ 2.5'wide B.W.P I' ! m p _ _ method GB I i i i i I I /method CS-PF i; j o o Code C p 2 2 5 3 N .\ I 1® Braced Wall Line A B 21695 Soundview Avenue I II II 11 I 1; 1 N Section 6.0'wide B.W.P 1 I I I I I I L I ' I I Living I I I I r --- , Bracing Method a CS-WSP GB CS-WSP CS-PF CS-WSP CS-WSP GB CS-WSP Ids N method GB ' I I Room 11 I I I table Sou 0 Y BWL 2 - - - - - - ' 1 I I I I I I I �` 1 1- 602.10.4 16.0'wide B.W.P I I I 1 =,____ ---�___ 1 -J L__-____- L_____-- I I 0 I Covered I I m Min. Panel Length I 38" 48' 38' 20" 30" 36" 48" 30" method CS-WSP 1 -- r Co ed ____ table • I _h ; -- -----,r-------,r------- ! � I I Q- 602.10.5 Jurisdiction 1 I II I I II ��!_ 7-- Porch I I � � °' -# i I i i i i i i I i__ i i N Braced Wall Line Spacing per 16.0' 16.0' 34.0' 34.0' 18.0' 20.0' 20.0' 14.0' lJ _ -Lt_ _ Kitchen _ _ _ 1 _ J p g plan Town of Southold _ I I m I ' 17.5'wide BIWV.P I I 13.0'wide B.W.P _ 1 /5 wide B.W.P o a) I I c,, > Required Bracing Length table 8.6' 14.5' 14.5' 0 16method GB P 1' ethod G I I meth GB J r method CS-PF _I I I ,i, > q g g 602.10.3(1) 5 0� (int.) (int.) (int.) 9 0' 5.0' 18.5' 7.0' =I , -- ----- - I °�� N Suffolk County ----- table 04 1 ---;; --;--- -� - - We 1.8'wide B.W.P 0° Wind Adjustment Factors s02.10.3(2) 7.0 wide B.W.P I #2 method CS-PF 21.0 wide B.W.P I - ' a Drawn B --rY o Hall 1 der^ method GB I - 1. Exposure category 1.50 1.60 1.60 1.60 1.60 1.50 1.60 1.60 y ' C �' method CS-WSP Laund - ----_- _ I •� I Two-Car � T_: � � i_ m I�+I CL Garage T Room 1 --------- Foyer _ ___J - - 2. Roof eave to ridge height 0.7 1.06 1.06 1.06 1.06 0.7 1.06 1.06 M.P. 6 -- _ Wall height 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.00 �s Pantry I I CIO Checked By: � Office F a I I Mudroom i i i i `',al I I I I I - �- �' 4. Number of BWL per directio 1.00 1.30 1.30 1.30 1.30 1.00 1.30 1.30 II - J F -I F _ I I _ _ _ _ -1--t - M.A.M. BWl_ 3 =I N 3.0'wide B.W P I I ti _ _I----! o 5. Additional holddowns n/a n/a n/a n/a n/a n/a n/a n/a Job No o a method GB 3.5 wide m 12a6 0 a _. I _ - 6. Gypsum omitted n/a n/a n/a n/a n/a n/a n/a n/a 1764 ' F NEB o - ' - 1-4 I i i I - - _-�®methol I J _ � 7. Gypsum board fastening n/a n/a n/a n/a n/a n/a n/a n/a � I I 1 � o I I Patio l- t Covered I I _-8.0'.wide B.W.P 4.0'wider .W. I I 4.0'wide B.W.P I I 1 - --- fT �r on grade average adjustment factor 1.10 1.2 1.2 1.2 1.2 1.1 1.2 1.2 Porch I-I I --- �l' -� (�--r =-T =r - g 1 Sheet Title : V T' - -- - _-I T method S-WSP method CSrWSP I I method CS-WSP - T IL-- ------- I---------------------- ----------------I ----- L--- -=----- ---------------------- `_ ---------------- ----- ® Adjusted Braced Wall Length 5.5' 9.6' 17.5' 17.5' 10.8' 5.5' 22.2' 8.4' raced Wall Plans 4'-0" 16'-0" Bracing Length Provided 21' 26' 19.0' 15.3' 12.0' 16.0' 30.5' 20.0' offset spacing between BWL A-B Compliance (pass/fail) pass pass pass fail pass pass pass pass BWL A BWL B Add hold down First Floor Braced Wall Plan Sheet Number : plan north fl STRAPPING DETAIL Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING SCHEDULE . Table R602.3(1) of the 2020 RCNYs S Contractor to contact local building dept. for required strapping Inspection. FILLER BLOCK NOTE. This schedule does not include nailing for metal framing straps (see section for strapping and requirements section for rough ., -. ;,-;, r •;I Y opening nailing nail is a framing 9general Al specification it applies unless noted otherwise. a - SIP Porch / Deck Strapping Details PLATE ONE 16d Joint Description No.of Nails Nail Spacing required uplift force as per RAFTERpp g _ TO FILLER SIMPSON STRONG-TIE BLOCK THREE 16d ROOF &CEILING FRAMING 'CS20' Coil Strap table R802.11 of the 2020 RCNYS TWO 16d over every rafter = 547 pounds TO FILLER Rafter to Top Plate (toe-nail) (3) 10d common Per Rafter p SIMPSON STRONG-TIE BLOCK Ceiling Joist to Top Plate (toe-nail) (3) 8d common Per Joist N I i C V+ HCP2 (single hip rafter) M 16d Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap 'HCP4' (double hip rafter) (3) 8d Nails ° b� STAGGERED Ceiling Joist laps over Partitions (face-nail) (3) 8d common Each Lap \ ° (3) 8d Nails 12"O.C. (5) 8dx1-1/2" Nails M -va r n .,va 16d 12' O.C. VERTICAL ° • Collar Tie to Rafter (face-nail) (3) 10d common Each End to rafter ° o TO SPACER RIDGE o a Simpson Strong-Tie STUD Blocking to Rafter (toe-nail) (3) Sd common Each End " ,�„� BOARD o -ABA46 4 x6 Post /k rC itE) C STAGGERED Rafter to Ridge Board (end-nail) (2) 16d common Per Rafter ( ) / 0 2 Sdxt-1 2" Nails PLATE � ," -ABA44 4�x4p Post WALL FRAMING ROOF to plates -ABA66 6 x6 Post 'WALL THREE 16d ROOF ° 21 Main Street Stony Brook NY 11790 Fill Void with STUD TO FILLER Top Plate to Top Plate (face-nail) (2) 16d common 16' oc 0 RAFTER RAFTER °° SIMPSON STRONG-TIE Rigid Insulation 10d TOE- °° BLOCK Top Plates at intersections (face-nail) (4) 16d common Joist-Each Side H2A at each rafter ' Prior to Sheath'g NAILED ( pounds) p TO SOLE stud to stud (face-nail) (2) 16d common 24' o.c. 575 ounds hone. 631 686-6585 (5) 8dxl-1/2" Nails Typical Post Base fax. 631 686-6786 SHOE Header to Header (face-nail) 16d common 16"o.c. Along Edges to stud email. MMaerina@optonline.net Rafter to Rafter Roof Rafter to Plate Hip Rafter Connection Detail Top of Bottom Plate to Stud (end-nail) (2) 16d common Per Stud web. MMArchitectAlA.com Bottom Plate to Floor Joist, Band Joist, i, S1 Connection n eeti o n Detail S 2 to Wall I Stud Detail These plans are an instrument of service and are (2) 16d common Per Footeta I � � to Plate ate Detail i SHOE End Joist, or Blocking (face-nail) �- 2"x Ledger fastened the exclusive property of the architect. �— to wall structure Infringements of the concepts and design ideas \ FLOOR FRAMING n presented on these drawings shall be prosecuted J/71 5 8d Nails 'Simpson' H2.5 A joist hanger to the fullest extent of the law. Copyright 2019: Joist to Sill Top Plate or Girder (toe-nail) (4) 8d common Per Joist ( ) P Michael Macrina Architect, pc. All rights reserved, Bridging to Joist (toe-nail) (2) 8d common Each End (600 pounds) See Rafter to Beam to no part of the plans may be reproduced without Detaiof typical exterior Of typical Post Strapping Detail (S5) the expressed written consent of the architect. l partition intersection Detail exterior corner post Blocking to Joist (toe-nail) (2) 8d common Each End hip / valley rafter ` Blocking to Sill or Top Plate (toe-nail) (3) 16d common Each Block v rafter 'Simpson' L70 not to scale not to scale Ledger Strip to Beam (face-nail) (3) 16d common Each Joist SIMPSON STRONG-TIE ° �� Drawing Status Joist to Ledger to Beam (toe-nail) (3) 8d common Per Joist +J Model 'HRC1.81" ° Band Joist to Joist (end-nail) (3) 16d common Per Joist rn o ° NIP a common 1� M;�L V/I ° HIP RAFTER ° rafter ° o joist hanger Band Joist to Sill or Top Plate (toe-nail) (2) 16d common Per Foot o o ° J g ROOF SHEATHING ° °° RAFTER °° ■ ° 2"x Ledger fastened Structural Panels (see zone diagram) RIDGE Q o° ° ° to wall structure full-height blocking (5) I' continuous along length Interior Zone 8d common 12' o.c. O 8d Nails ° s u e continuous rim a Porch Rafter , of braced wall panel Perimeter Zone 8d common 6" o.c. � ,� ,.., or band joist O ° •F• ■ 1Z SIMPSON STRONG-TIE N Connection perpendicular framing Gable Wall Edge Zone 8d common 4' o.c. ° O CUI I L U C l'CS20' Coil Strap o n- CEILING SHEATHING over every stud o Assembly Detail 8d at 6"o.c.along 8d at 6"o.c.along 8 8d Nails braced wall panel braced wall panel Gypsum Wallboard 5d coolers 7" Edge / 10" Field ( ) WALL SHEATHING Hip Rafter Roof Beam p Porch Roof Rafter to Common Rafter to Structural Panels 8d common 6" Edge / 12' Field S�. to Ridge D eta i I Beam to P o S D —(3) 8d Common Nails braced wall panel braced wall panel S5 t eta i I H S-- /Valle Rafter Dtl. 6 `, t ac nd ofGarage Door Portal Openings 8d common 3'oc into all framingJ a Each E Strap 3-16d at 16"o.c.along 16d at 16"o.c.along Gypsum Wallboard 5d coolers 7' Edge / 7' Field Wrap CS20 Strap Co inuous Dates : braced wall panel LA braced wall panel FLOOR SHEATHING (Subfloor) From Porch Bm. o r Roof Bm. perpendicular framing Structural Panels Back Down to P h Bm. 1/31/20 Issued for Construction 4 8d Nails plate As Shown continuous rim ull-height blocking 1" or Less 8d common 6" Edge / 12" Field /n ( ) If cripple studs are utilized over 2/23/21 Updated Code or band joist continuous aloe length g / V, (8) 8d Nails second flr. 1 g g Greater than 1" 10d common 6" Ede 6' Field END header,then provide one CS18 of braced wall panel cut strap from top plate to cripple stud �_ LENGTH 7/2/21 Issued for Construction FIGURE R602.10.8(1) SIMPSON STRONG-TIE to LENGTu header &from cripple stud to header LO Fibergiad-Be Columinw BRACED WALL PANEL CONNECTION WHEN (8) 8d Nails 'CS20' Coil Strap 8 8d Nails PERPENDICULAR TO FLOOR / CEILING FRAMING N over every stud ( ) 0 LENGTH (1,030 pounds) , (8) 8d Nails ' 3) ils chCEnd of Sommon trap CONNECTION OF MULTIPLE PIECES a �� SIMPSON STRONG-TIE OF TOP-LOADED BEAMS(1) 0 3 SPAN CLEAR 'CS18' Coil Strap P h Girder A over every jack & king stud ost o Beam Strapping SIMPSON STRONG-TIE 1%4"Width Pieces: tu Simps H2.5 additional framing CS20 Coil Strap member directly above over ever stud Install 'Sim son' CMST16 8 8d Nails continuous rim braced wall panel full-height blocking • Minimum of 3 rows lOd(3 x 0.128 )nails at 12 o.c. Y first floor p U ( ) Post a ■ ^ (1,030 pounds) for 16 ft wide sliding door ••• Post Base or end joist at 16"o.c.along • Minimum of 4 rows lOd(3 x 0.128 )nails at 12 o.c. �.i ,� braced wall panel for 14"and deeper beams Provide strap for (� END each jack stud when No. Date Description toe-nail 3-8d nails at • If using 12d(3t/4 )or larger nails,the number LENGTI I 8d at 6"o.c.along 8d at 6"o.c.along each blocking member (8) 8d Nails 8 8d Nails multiple jack studs of nailing rows may be reduced by one. ( ) Concrete Pier braced wall panel braced wall panel •I-� p p O are required Project ; 31/Z"Width Pieces: `�+ N ' N • ' rim joist H ow Porch Colum braced wall panel braced wall panel braced wall panel • Minimumof2rows%" bolts at (8) 8d Nails t Deck Assembly De II Proposed 24"o.c.stn eyed 3-16d at 16"o.c.along 3-16d at each gg 3-16d at 16"o.c.along braced wall panel blocking member (1)Load must be applied evenly across entire braced wall panel beam width.Otherwise,use connections for sidedoaded beams. S7Gable Stud Wall I I First Floor to Second Jack Stud at Residence 2-16d nails each side Additional nailing or bolting maybe to Wall I I Stud Dtl. S F I o o r Wall I I Stud D eta i I •n S Header O enI continuous rim additional framing required with side-loaded multiple-member p g or end joist member directly above full-height blocking beams.Refer to current product literature. braced wall panel at 16"o.c.along Roof eam braced wall panel —Porch BR of Rafter to Beam F o r FIGURE R602.10.8(2) (8) 8d Nails to Post Strapping (S5) BRACED WALL PANEL CONNECTION WHEN N SIMPSON STRONG-TIE PARALLEL TO FLOOR / CEILING FRAMING CS20 Coil Strap SIMPSON STRONG-TIE SIMPSON STRONG-TIE (8) 8d Nails 0 over ever stud CS20' Coil Strap 4 J y over every stud 'CS20' Coil Strap n' (1,030 pounds) (1,030 pounds) over every stud +, ° W '^ Solid Wood Post Inside Hollow ColumRachel Ca (8) 8d Nails •' t- 0) Rim Joist 2 8d Nails N blocking �Oor / Load-Bear'g Hollow (8) 8d Nails O -10/ PSPN516Z 2 8d Nails Ole e °st Fiberglass Column Murphy ( ) ° MSTC52 wrap under 5\�\ Q (5) 8d Nails Go o Post Base inside RPS28 21695 w venue Sill pate 'Simpson' le P Hollow I A H2 5 A H to Column (see D ) Sill ate _ Sd Nails p ' i "� '•' /1 I I I wrap under I .m s � °� o .��Sti X. top plate ° joist hanger Southold, L■ III 10 9 II 5 8dx1-1 2" Nails ++ III I ( ) / SIMPSON STRONG-TIE III I IUI III IIIIIfoundationIIIIII Wall CS20 Coil Strap F—Concrete Foundation Jurisdiction (n I I stud (8) 8dx1-1/2" Nails Ihi II IIIIII over every stud (IIIIII I 8 8d Nails Town of Southold II II (8) 8d Nails ( ) 0 IIIIII ATER OR f- PIPE Suffolk County RIDGE Wall Stud to Wall Stud to Sill Plate Cantilevered Wall Stud Rim m Jai D S 0 Joist Detail 11S12to at Gara Rim T S e Wallto o PI y11 gp ate Detail Solid Post Porch Column T N m to Found'n Assembly Dtl. Drawn By: Ep ATTIC SS1.5 m M.P. rn NS1 - - rn Beam to Joist Strappin Checked By: a °N Note: STRAPPING INSTRUCTIONS • Simpson H2.5 hot—di ed alv. m / - a ( P 9 ) Ns1 ¢ fl Required where note M.A.M. N �i--.:. 1. All Strapping To Be 1-1/4" Wide 20 Go. Steel or 'Simpson' Equivalent CS20 coiled strap) 4 8d N 'Is 1286 /l I „ ¢ BLOCKING 2 BAYSV N on plans p q ( p) ( ) Deck Joist see eck ledger Job No. �O a BACK © 48" o.c. = HD de il, same sht. •� Unless Noted Otherwise. r attachment NEB Ns1 4-0 2. Use Stainless Steel Straps & Fasteners or to house 1764 I ¢ t SECOND FLOOR Soli orner P t os Hot-Dipped Galvenized When in Contact w • > ,. � � Solid Corner Pos c HSS2- S ..1,. _ ¢ with Pressure treated Lumber. „ > 0 (4) 8d Nails Porch Gir r Sheet Title Z in c Y LINES _ SIMPSON HDU8-S 2.5 3. Install Strapping For All New Construction. v c1 •� And where noted on plans Post t am Strapping v 0 7 8" dia. 2-16d Common Simps H2.5 (hot-dipped galv.) �+ ¢ _ 4. Install Strapping for Each of the Following: S}r • Threaded Rod nails ® 6 o.c. Post ` app g ®e`ai'.7 _ Hss2-3-sDs1.5 BLOCKING 2 BAYSV �-+ 'Si on' HDU4-SDS2.5 IW V down _ for full length -Rafter to Rafter over Ridge P t Base NS1-r= ELECTRICAL WIRING BACK ® 48" O.C. of Stud e^^ t�f -Rafter to Plate to Stud - Nailing S{✓� 0 FIRST FLOOR Blocking -Hip Rafter to Plate to Stud ■ o Ns1 0 i second floor O ® Endwall li n -Common Rafter to Hip/Valley Rafter LOAD BEARING WALL with HVAC Chase �• E -End Wall Studs to Wall Studs ■ ■ i R PSPN516Z ( j MSTC52 U " III -Header to Jack Stud oncrete Pier - Framing Details `PSPN582 ' S dla. Threaed Rod N -Jack Stud to Rim Joist '°•� Rim Joist Emb Jed 12" into Concrete o -Wall Stud to Rim Joist RPs28z BLOCKING 2 BAYS w/ 'Si on 'SET' Adhesive -C -Cantilevered Stud to wall below If footing occurs BACK ® 48" o.c. -Rim Joist to Sill Plate install (2)#4 dowels Sheet Number . 'SIMPSON' HDU8 DS2.5/ first floor -Rafter to Ledger with joist hanger Plumbing , Electrical & HVAC Protection Guards Gable Wall Blockin MI . o Holddown nn i D Holddown Conn tion Dtl. Beatmrto Po to mtotFloortBeam g g = Co ect o tl. o -Floor Beam to Post D ek StrappInI not to scale not to scale where noted on floor plans for first floor to second floor con ction a0 -Post to Pier (footing) $sembl Detail Y • -Joists to Beam i I � c hq- EI acri a Architect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 cedar shingle ridge cap email. MMacrina@optonfine.net -- - (Boston Ridge)over web. MMArchitectAIA.com continuous underlayment These plans are an instrument of service and are top of ridge board to of ridge_ _ _ _ _ _ _ _ _ _ _ the excusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted 1 to the fullest extent of the law. Copyright 2019: W Michael Macrina Architect, pc. All rights reserved, Recessed Window a no part of the plans may be reproduced without (detail#6 sheet A6.1) c the expressed written consent of the architect. typical 1. o roofing o 1 2 Drawing Status �, x_ I 7-5F' (D iv see typical rake detail 12 A01 77-5 a A02 ^ 1 ,-% P% ued - -' I A02 t a I L �� blind metal - E . M step flashingIrd 36 _ _,_ _-1"a_, +8" 3g -+ - both sides I st late height I i ! f r bottom of eave °o o03 O 203 _ irIl-i J - - A_ -U] _ i_�' ° a �1-LL ' I_ ' TT] 1H lli �O^�LOa j I T -. z °,�5cm`Z`° _ -�s- �y_ «, ^ v, _�_I �_ ' 1 I -7- r = _ ! -- — °Q t0° T1 O i_d TI�_1.- -. _ Dates I i I L _ ,` _I 1 r` -- 202 202 ! ` 201 _I_[,,• �{- 1 �' `� O O - ' C - - 3 1 J _ rn _ v -- - I-- _ _ . f _ �n 1/31/20 Issued for Construction r 11 � U�j M i ---1 ! J` 1_ 1 - ICaI [ i_ ':-' 1 r--- , o s 11 :l_,-,J- t -L 1.-I1,->�.-_l- .f - 1=! it-_ ':__ ? - v� - 2/23/21 Updated Code - ------------------------- l _ a� - - _-i cedar hip 1 2 - �- o I siding - - - -r. - c - cap(typical) �L--� - -1-=---------- - 1 - - -— �� �� -ji '�' i ------- ---------------� - -'�-�- -- - - - = --� _ = � r Constructlon 4.57 -L L _ i 12 1` rn 7/2/21 y „ _ _ 1 2 I y 1 I a� ____ r �_1_1J- _- Li_L_L _Z�-�L-a-I-L- -j__ _l_�'-- ----L_"._''-��- {-1 -�--- --1- 1- _ ' - i blind metal -- ---------- - =- ------�-- � � - --1----- - 1.2 00 o a� > ss e o second floor subfloor - 4-5 flashing blind metal typica i 5 ! _ o a o 4.5 00 �r - - - - - - - - - � !;, flashing roofing - ,�- � -�-�1_ a� v late height - - - - - - i I' 'III ,�'� ! .i I! IIII; I, i ! -; �' E -- - - -- o to align fascias L' _ ,_ 1 I -- i i lI l ° align fascias I I _PF recessed'Azek' I I �U ALI - i L ', panels beyond light fixtures ` :i 1 J i ja- 1 11_I I 6 T � s to be selected ! 14 l� I I A6.1 No. Date Description - � -! 1 fir=� l LL(� 112 t2) 102 104 103 104 102 -a C) �'min. 36 tall handrail -, oo v j'j � I as per code I I Project I t- Y I I I I II LIT- typical � t ical ' - f - _ i,- -' siding -I -�_ siding i _�. I ! Proposed first. floor subfloor �, i ;'� � � �� � +���� ��---i a ' ' � yp � typical siding �, I ( i 1-t I- — — — — — I l 1 — — — — r� } _ r�.I i T Tom} i i _ �.!_I on all piers - el. 21>-6" r r i T '�- -- 1 T -k thin stone veneer-- finish Residence stone thin be selected r� to be selected grade 19'-6" _ - - i� - _ - - - - - � pool patio(el. 19'-0") L___________________________________________________ + doorto sconce to O 1 decorative custom size be selected be selected _ For --------------------------------- cedar bracket by I 5/4"x6' Prowoodmarket.com kick board ' 72"projection x 60"tall I I 1 I x5Yz"wide smooth finish; pool below grade L_______________ I I 1 1 1 I I I step footing up����//// --------------- I I 1 I , , 1 I 1 ' L__-----------1._------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------ 1 1 I Rachel 1 I ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Murph Proposed Front Elevation so 21695 Soundview Avenue uth Southold, IVY 1/4" = 1 '-O" Jurisdiction Town of Southold Suffolk County ROOF SHINGLE FLASHING WEAVED FASTENERS Drawn By: — A INSIDE CORNER � M.P. E a tii MIN. FLASHING SHEATHING � o ac�,��� Checked By: D M.A.M. 1 Job No. . 31 86 OQ y CLEATS 2'-0"O.C. STOARTER UBLE 1764 �ti fasten w/copper �\� o COURSE nails ICE&WATER Sheet Title :PROVIDE 1""V"CRIMP 0- j SHIELD Underlayment �'�"V� n 5 LEAD COATED COPPER VALLEY FLASHING WEAVE OUTSIDE CORNER ° Front Typical Valley Flashing Corner Details Siding Detail _ not to scale not to scale not to scale Sheet Number : x 171 Recessed Window (detail#6 sheet A6.1) f,i �r,yr,i see typical rake detail E12 ; _ iC� hc - -- - 12waic,%, ri za blind metal y,i fr y r,, step flashing 3'S _ - _ decorative _ metal finial Arch iteh. Ct r-� 7 12 1 r 1IJ }} pack out 7.5 metal standing seam 21 Main Street Stony Brook NY 11790 T-i - I�_, ., El EM gable 8" L Y , roof to be selected 1-1// offing! oo �, �' align with hone. 631 686-6585 - -� � I s tower soffit fax. 631 686-6786 -12 ;�- 7 5 )_ __III, tYPical `° +8„ corbel blocks R !-i I - 1 siding " -: -1_�; at 24 oc _^ _ _ tower late height email. MMacrina@optonline.net 206 206 206 20611 bottom of fascia Ifweb. MMArchitectAIA.com T-T1_ e = window head height These plans are an instrument of service and are fi 0'-0" light fixture the exclusive property of the architect. plate height to be selected Infringements of the concepts and design ideas �r '' ( ) resented on these drawings 1 � wood bracket see detail sht.A6.1 p qs shalt be prosecuted to the fullest extent of the law. Co 1 i � 11-? pyright 2019: T :-1 see typical flat eave detail Michael Macrina Architect, pc. All rights reserved, blind metal no part of the plans may be reproduced without > E-- 5/4"x4"trim board step flashing the expressed written consent of the architect. �r = �� T= top of railing 208 2 to be 36" 5/4"x12"trim board C° 1 r Ii O above decking r 209 209 209 blind metal %a°tapered Drawing Status O O O O -o, 36 i _� T T T flashing cap 205 205 205 205 blind metal flashing ^ o -blind metal %a"tapered cap L- -�', i - flashing 1 1 r - N 3 -----__-typical siding 1 > 11 _!Ti I ------- - __-______ -' _ 11 1 _ - 1 1 2 �� - ------- --------- ------ ----------- ------- 1 2- 1 2 4.5 f _ � d-o._ x trim oar _ _ _ _ ___ __ ___________each side of wall" _ _ second floor subfloor _ _ _ ____ ___ _5 4.5 sec. floor subfloor - aline of rood deck beyond late height `t �� - .�,• _� _ ,F PPscuppers to of beam _ _ - - copper h if typical roofing 1 1_ I 0 [ - ------------- l JU see typical flat I I eave detail T I,1 ri o L 109 109 I I b , fir_ o a I I Dates 1L I I min. 36"tall ?-` 1 \111 110 °O o I I 1/31/20 Issued for Construction railing pavers to Grade beyond 2/23/21 Updated Code be selected typical ( ( _ - el. 20-T first. floor -�, # g 1 l 1 I I T._ 7/2/21 Issued for Construction in T �: � I �subfloor el. 21'-6" ,� � ] I I T �,1 i- first floor subfloor -' 1 - - - top of patioel. 21'-1" - - N thin stone veneer pool patio el 19'-0" to be selected - t;i sr„ - -- r--� recessed - I handrail A6.1 to code _ -- - i see typical rake detail No. Date Description Proposed Right Elevation 12 Project: 1/4" _ .l ._O.. _ 3.5 blind metal step flashing Proposed 12 - typical 1 LI� .i_ :�. Residence k- r L� a_.l--i- i--.�_ . -� ' 7 5� siding � i�-=i --'; .. - _ . typical 1.�� -� _ typical roofing --1= -� i ;roofing T-. 811 "71 2 -� + corbel blocks at 24"oc I= ! 1, I,1.=t _ 7.5 For 01-01, late height blind metal EMlight fixture _� 1_l_a blind metal step flashing -r, I be selected - 4�,� 1 2 P 9 �--to �_ �- step flashing 1 2 . `I � rp�] to be 36" L top of railing �-- - �` �_ , Rachel blind metal l ;k-_,-} typical s flashin ' j - �- 36 Murp h 36 I� I�� 1 � _ � g above decking _]�__�,; r�_ I siding -6 202 204 U_i-�=, -I�� ' terminate boiler M T _j l_i�_ ! i - intake and exhaust '�o , flues through wall as T .. per manufacturers specs. 21695 SOUndV12W Avenue i -T, _ , ° l-��_��_ ! I. �-�_ � �� 1 2 - ---- -- --_- _L ----------- ------ 1 2 - 1 2 Southold, NY 4 5 - - ;--T- I i N 3 J- �-typical roofing�� 4.5 _ �� _ r �- - - - d floor subfloor ° LJ o - - - r-- second 'T�- -'i ;'� r--� line of rood deck behind — - - - -x Jurisdiction - - - r = copper scupper---�-� late height Town of Southold Suffolk County — align fascias 1 T � � I ,+; T align fascias - - _ I decorative wood .i.! I-, 1 I bracket Drawn By: typical - - (see sheet) 4.1) ED4 b 1 M.P. �� R light fixture siding , I 101 I s i _ to be selected (�1r = 00 0 !� T , Checked By - -- i- min. 36"tall _�T, _ 1_�a T - ! railing L ' 106 1-;l.l i1 _ 1 T.LL M.A.M. Grade I 1 . -L--; El.20'-711 LT iil a �I ! lii 1 � -1 1 ,l � La's. 1 Job No. 31286 p�,c TI ---------- `- � l 1_ I 1 F►�E�N`t �� '- - Top of slab Grade =1 � �� - - _ i - - _ _ first. floor subfloor 1764 - — li r 1 - 11. 1I111 - Grade El. 19-2' A/C �1 El. 19' 5" El. 19'-2" �1 �I� 4lIl� � el. 21'-6" s unit 1 Sheet Title : t — 1 1 driveway beyond el. 19'-6" J - �� Elevations 1 •�� 1 N I 1 1 1 1 1 I I I i i 1 ---------------------------------------------------------------------------------------------------------------�-, 1 1 Left I , 1 1 1 I e 1 1 I 1 1 1 •. CO2 Right 1 ;---------J I 1 1 I 1 1 1 1 1 I ! 1 1 1 1 1 1 1 I d 1 1 I 1 N 1 I 1 1 I 1 1 I 1 1 1 I 1 e ! 1 I ---------------------------r_ basement slab :'. � ;------- '-r-------1' , Sheet Number —� — — — I 1 I I el. 11'-4" r-1--------'------------ 1____________________________________t_________J L---I----- p• Proosed Left Elevation West step footing--�' ; ---------------- down 1/4" = 1 '-O" _ metal enclosure .. , h_el 3"thick bluestone cap cedar shingle ridge cap r; -= I (Boston Ridge)over continuous underlayment - - �,; - - - - - - - - - - to of ridge board i cy a C r typical Recessed Window — rc tE: ct 1 roofing (detail#6 sheet A6.1) �s i rr 1 1 I 12 - 21 Main Street Stony Brook NY 11790 -7.5 1 2 metal standing seam ,,_, 7.5 1 2 � 2 rLi iv P hone. 631 686-6585 ... � � fax. 631 6-6786 roof to be selected ,1 7-5 A01 17-5 email. MMac8 na@optonline.net 1 web. MMArchitectAlA.com tower late height _ _ _ _ _ _ _ o, These plans are an instrument of service and are 206 206 206 206 -i i� L I the exclusive property of the architect. ! - e ! blind metal I Infringements of the concepts and design ideas wood bracket - - - typical =j +8„ step flashing ' o ; presented on these drawings shall be prosecuted (see detail sht.A6.1) a a siding �1�,L•1 3=-L A J both sides to the fullest extent of the law. Copyright 2019: ( ; .1- 1 �f_ 1,1 !1 'i-1 1 OIL plate height Michael Macrina Architect, pc. All rights reserved, _ — — — — — — — — — no part of the plans may be reproduced without the expressed written consent of the architect. 12 1 , , 361 '. to of railing LIU 36 1� 7� - - ---4- top of railing Drawing Status : I it f VW"trim board to be 36"g - r 1 j ; ; - = o� � ,��;�- �� � IT � to be 36 blind metal each side above decking °' °' f �p ( _ above decking flashing of wall g olo� °.o o i _l-'-! h �' _I � �.����Q �.� 205 205 205 205 °rs L I o I .-, %4'tapered i oo e a 1 P 207 ���0 6'• '� i,-1 Q- o�o�� i�v �- - cap b� �1"M I ° i- - ! 202 202 202 202 1! ,�oQ�0 202 202 - ! 1"x4"trim board BOO 1 - ^0 1.1 Ib�__ 1 _ - 1 _ _i_, - each side -% ue 1 1 -------------------------------- - bhn 2 - typical ------------------------ - - - - -- --- ------------------- - ---- - -- - ------ - - - ------- ----------------I-�---- --------- ---------------------------------------- 1.' .. ', I f all -� - 1 - Ti= - t- d meta (-;(1_I i -o_, 2 4.5 o, ty0 4 5 --- _ - ------ 1 t ical r blind metal - - N „ 4.5 .. .1�. sec. floor subfloor - --------- --- - ------ - _ yp -� T� _ ' -$- +- g ---------------_--------- --------_- --- 3 - second floor subfloor �� I �i �(�f �i� ashin � � _ - loft n I,a_ 1 ( flashing L t a - - ---- -----------'------------------- - - - line of rood d ckibe - - - f� L I P � roofing . hirro�r 1`; � r•i��F to of beam - doting - - - plate height -- - - -- ------- --- align fascias 11 i align fascias �' i I I i l4 - see typical flat 6 align - 1{ _ i,. �T' !, eave detail fascias r _ light fixture 1f Lr,=1.1-=_! typical -i 1L _ Dates i I 6 to be 1.1,- ,l; 1, t= -I l,l !-!.1 ,I !,!_! _ I I A6.1 selected, 0 1/31/20 Issued for Construction II II O104 104 104 104 �— —� 0�'�sOOOO1 j11Lj !� 1l 2/23/21 Updated Code o-o 36 tall , 41railing above h- �-!-'L.-.,."--[ ;_.; t I_I.� 7/2/21 Issued for Construction l pavers to 107 foundation wall j ( 111 {-11 1 j 1 l be selected j`z_ 1 - first. floor I - I I --- typical =I' �'[ I 111 L 1 n = ( _�1_. ; .I siding - � �1 ! subfloor el. 21 -6 _ I _- _I _ - - first. floor subfloor _ - ! 1 - to of atio el. 21'-1 n _ _ _ _ - - - ' L, i-I=!-1,-(I+ ; ! ell. 21'-6" j EE N l � pool patio(el.*19'-0") top of pool atio Grade el. 20'-0" 5M x6-Azek' Grade el.20-6' kick board 1 Grade el. 19'-2" 1 el. 19'-0" T --- I , 1 1 1 1 j ; ;---- 1 I , 1 ;------------- ; r J No. Date Description col 1 cellar stairs 1 1 1 1 L 1 I 1 ---' 1 --------------------------------------------------------- 1 I 1 1 beyond r-------------- �----step footing up to Project 36"below grade i--------------J , 1 -- ---�-- Proposed J I I I I I I 1 basement slab ------------------------- T-L-- 1-- T - Residence --- 1 I I I I I I I el. 11 -4 ------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 1 ------J-----------------------L------ 1 1 1 --------------------------- 1 '�- -step footing down 12�'------------------------------Pro osed Rear Elevation north W (see foundation Ian/4" = 1 '-O" (see roof plan) _ rrofo raftprs )roof rafters For -_ see roof Ian ceiling joists (see structural j= , plan) _ late height _ Roof - ,!== ceiling joists - Rachel'I Roof Deck (see structural plan) Deck top of railing #1 top of railing -- Bedroom _�'I #2 above decking Murp h to be 36' above decking #1 roof deck assembly = i Bathroom roof deck assembly 21695 Soundview Avenue (see second plan) a, #2 -�'''I (see second plan) roof rafters _ - - root rafters Southold, NY (see roof plan) _ � ` _ _ I (see roof plan) -;- decking to align top of ' !' ! ,'=-i o E M _ - _G1 align top of 3T,� decking to 1 2 A3.5 Jurisdiction -be selected a - -be selected S5 1 2 ;-� T;i i j 1 ; f I roof deck with roof deck with 4.5 - 1 ! subfloor ;� T_ sec. floor subfloor 1 i subfloor'Tl `1--5 A3.5 - - Town of Southold (_);_ _ late height _ (:�:` late height top of porch beam (align with house) Suffolk County --_-_ floor joists floor joists floor joists floor joists j_ - { see structural (see structural plan) (see structural plan) Garage 2'-0- 2'-0" � (see structural plan) l plan) -- overhang Drawn By: overhang 1 I e e-X dull I I FLED , tyP � j — M.P. I I Powder throughot garagCovered i I Checked By: M.A.M. Kitchen _ ROOMPorch 2 �.� I, '! ill ji Jo No. 3 86 O 1 , 1 1 - it I �! li '!� !, ,ICI'. 1 , floorjoists ! lli' ''� ,'�' '�' �; !;!''! I�,i 1764 (see structural plan) .<, l l!! k Sheet Title . first floor subfloor il,l, 1�. N" it 'I�I.I'''I''L'LL1L!i!-L! '.1 it l l _�i ll;'I 1L-:l" LL C� to C of foundation I�leValion U �u u Jill p.c. slab r (see find. plan) UnfiLr nished finished Cellar Cellar •• Section A p.c. slab (see fnd. plan) 4 A1.2 1 r Sheet Number: p.c. slab p.c. slab A1.2 (see fnd. plan) (see fnd. plan) IT Section IN I S1 plate height _ _ _ _ _ _ _ _ _ - _— ridge board A3.5 (see roof plan) _ h Ice&Water Shield from fascia to "� V r !,, 24"past inside face of wall roof rafters (see roof plan) Overhang %4" 1 " l a �. see roof plan NA- i e roof _ L f -f, Roof Rafter Ice&Water Shield 1 12 �,t� y 1 2 \, M C,­- r i CV 7.5 17.5 �,_ insulation �{ . „i �, underlayment �Ya (see schedule) Unfinished Attic ��,.�, ' � \ gutter to be � � � ! _� 'Azek'Rams Crown l ------------------------------------- selected ;' /krch itE� ct #AZM-6934 2"x12"purlin 2"x12"purlin (typical) (typical) Jr 21 Main Street Stony Brook NY 11790 „ , PIate height framing at 16toc Roof Rafter phone. 631 686-6585 1"x8" Rake Board- fax. 631 686-6786 ceiling joists 04 N email. MMacrina@optonline.net ti roof rafters (see structural plan) roof rafters j . (see roof plan) (see roof plan) 'I 2 -- - web. MMArchitectAIA.com % - 1 x8 Fascia Bd. t 5/4"Blocking These plans are an instrument of service and are 12 36 Azek Rams Crown the exclusive property of the architect. ?- frame gambrel rafter it k ;� #AZM-6934 Infringements of the concepts and design ideas S2 Azek Rams Crown presented on these drawings shall be prosecuted 36 - Bedroom Bathroom Bedroom On a 2'x6"plate L ! Azek'beadboard soffit to over subfloor #AZM-6934 Azek beadboard soffit to to the fullest extent of the law. Copyright 2019: 0) S2 #3 1 A3.5 run perpendicular to house Michael Macrina Architect, pc. All rights reserved, = s _ __ #2 = _ run parallel to house no art of the plans may be reproduced without v} #Z 1"x6"Frieze Board 1"x6"Frieze Board P p Y p 3.5 tiN� !, '-"�'•- ' roof rafters �'I, ;� � �-- the expressed written consent of the architect. EA6. i s 1 L (see roof plan) '! where shown on elevations Ln — `n o T S5 !; r -- /, 5/4"pack-out i - at 16' oc �i � A3.5 Drawing Status frame roof rafters 2'x6'cripple studs 12 over single 2 x6 plat -- . 4.5 sec. floor subfloor _ �� _ - - i : I'.. .��� to of beam ) late height i �- r I I 1 typical siding cross blocking cross blocking fr typical siding „ _ 9 j overhang I floorjoists at 16"oc at 16 oc ( 24 I 42" (see structural plan) - - ceiling joists g overhang -- ` ov r an to - — 9 i - (see structural plan) I. h alig fascias alig w. porch ! I low porch beam (see first floor JV ,�, „ �„' structural plan) _ Covered ' _ , , I I I Bathroom - ' Laundry ; �_ ; ; � T ical Flat Eave Detail � T ical Rake Detail Bedroom #5 �#4 Room Mudro m Porch ; I P.T. post beyond � I to be wrapped 3 — 1 -O 3 — 1 -O (see sheet A6.1) built-in I bench ' I � p.c. slab ' = see fnd. Dates ( P insulation ) first floor subfloor _ _ __ _ - -___-_ -- (see schedule) - _ _ ; T _ _ first floor subfloor - ( Xj „l ,Y lv', r';� x X )' r '_f_ <. f Y. r '� z;_�. x f 1,_.y �_ _ � -- f I to of porch floor 1/31/20 Issued for Construction A . I 2/23/21 Updated Code l cross blocking Aur -11111 1 flush beams floor joists at 16"oc I l��' 7/2/21 Issued for Construction gin1 cross blocking (see foundation plan) (see foundation plan) at 16"oc I se fnd. plan) 9 I Unfinished s I I _ I Cellar 1 I I s, � � I I I 1 I A3.5 I I —I ridge board Ip.c. slab (see roof plan) P c-foundation wall (see (r. fnd. plan) 3 (see fnd. plan) A1.2 I -1 2 A1.2 I I roof rafters ' z>>;��.� �3.5 S2 No. Date Description (see roof pla A3.5 `t�✓,,`y;^�T ,r Project . Section }' y Y �4 roof rafters 4" = 1 '-O" 2 }r (see roof plan) 1/ 7.5 Proposed� + � y N overhang Unfinished s2 A3.5 Attic roof rafter 12 Residence beyond 7.5 3/4"CDX plywood � roof r fters .J subfloor throughout attic (see ro f plan) insulation (see schedule) 1 , ��x^iY'CY C�� F�� f; , r� 70, Y � C x!-Y mi , ��_� X/_',_ 02, X v, �,A �rY v' f ! Y'- —- p g For Y �..f_ _�_ kr.Y_ late height late height _ _ _ _ _ ' y �� ceiling joists ceiling joists ceiling joists (see structural plan) (see structural plan) 14" (see structural plan) 14" overhang overhang Bathrm. �, Bedroom min. 36"tau Hall Bedroom Rachel Hall 9 #2 Typical Exterior Wall Assembly #3 #2 2"x6"exterior wall studs at M h16"oc with double top plate i; ,; ll I' Iurpmin. 36"tall and single shoe plate floor joists ! (see structural plan) railing !� _! __ !__!_'. ; ' 6 Soundview Avenue —_ sec. floor subfloor sec. floor subfloor _ _ _ _ _ - �I --- 21 95 teco fireblocking X >. Southold, NY plate height late height _ _ _ _ _ �t between studs .I top of beam -- at subfloor level ` ` - cross blocking ly floor joists cross blocking C -- floor joists floor joists at 16"oc Jurisdiction (see structural plan) at 16"oc _ flush b am (see structural plan) (see structural plan) (see structural plan) - - - -_-- Town of Southold Living See section'A' Suffolk County _ for Covered Porch = Laundry thrm. Mudroom information. i Room o 6 landin 2"x1o"landing Bedroom #5 --------- --------� Room - 16"0 1 Drawn By: - joists at 16'oc - Joists--------oc-1 2"x8"landing ! M.P. flush beam \ min. 36"tall (see tructural plan) \ / -------------------- ;joists at' joists oc y teco railing overt"x10" oists Checked B , „" 9 _ _ first floor subfloor foundation Ian flush beam .01 ------------------- * 1 x ( P ) - (see foundation plan) M.A.M. (' flush beam first floor subfloor first floor subfloor �. /, �. , 1. , (see structural plan) f \ \ - - - - — �•. - ----- - -_ 0 1286 tiV� �Y1 ' 1' YY ( Y /K 1 - / �n 11' 'v.' �� � ' .f `� � ,. ceiling height � ��� ��' ti S ------------_ -- •( �>� ��( > Y ,�k, ,a�,Y� top of porch floor Job No. � � �_X._X 1 Y. f r� --� NEw floor joists teco floor joists v _ — cross blocking I a; 1764 (see foundation plan) (see foundation plan) I I cross blocking _= floor joists at 16"oc at 16Rm— "oc 8�_O" - ee structural plan) Sheet Title landing Unfinished Unfinished 1. p.c.foundation wall insulate framed— p.c.--_ _-_- foundation wall (see fnd. plan) walls around Sects® S see find. Ian staircase ------- ; ( plan) I I Cellar ---7 Closet Cellar ---------- --- ;. I Unfinished I I - -- B C . I - Utility i I - 2"x10"landing L---� — Cellar - - 2 x8 landing _ joists at 16"oc L---� c. slab j ---� p.c. slab P• ' --------------------- joists at 16"oc --------------------� I T (see fnd. plan Room -_- (see fnd. plan) I I - L---� • - ____________________ _ I OL top of slab Al 2 I I 2 I IEEE Sheet Number : Section thru staircase Section 1/4" = 1 '-O" — 1/4" — 1 '-O" S1 ridge board A3.5 (see roof plan) 12 S, ' A e board A6.2 12 roof rafters Ll r _x ridge board (seerid roof oof plan) 7.5� (see roof plan) (see roof plan) roof rafters -� (see roof plan) � _ ich .0a � l4 ✓�f ):,X, -X.x ' 1 2 1 2 y - . see schedule i c` Y` roof rafters r,. insulation �1��� .v ��:X� �_x.c-�����.��-�� ( ) { h 7.5 (see roof plan) �7 C r'1 as 2"x12"purlin +�'����~� fr;; �� -_ ,�I _ (typical) ,fi r Attic � } 2"x12 purlin ite� ctUnflnlShed r ceiling joists C + (typical) roof rafters (see structural plan) /krch(see roof plan) S2 S2 -- -= Attic =_ A6.2 -_ ham; �� A6.2 height ceiling - - - ;1 - - - 21 Main Street Stony Brook NY 11790 - -12 t% -- -- late height z 'I 2 - - phone. 631 686-6585 dropped soffit for low beam = ceiling joists -_= 36 j ,,,''; i 36 fax. 631 686-6786 - ( tructural plan) (see structural plan) email. MMacrina@optonline.net see s low beam low beam u, r = web. MMArchitectAIA.com (see structural plan) (see structural plan) _i s _ �, .;o �a _i ~o o'' �O- !' Bath rm. rn �� °°Q� These plans are an instrument of service and are \  o� s� Bed born {{ I.� the exclusive property of the architect. _ �Q, oo _ _ y �`d Infringements of the concepts and design ideas i Typical Exterior Wall Assembly Bedroom closet Hall = rn --- �Or o ! i {d ;#3 o OQ o° presented on these drawings shall be prosecuted o� ___ co'fill __ O 7,iT 3 to the fullest extent of the law. Copyright 2019: 2'W' exterior wall studs at .jf A I s Michael Macrina Architect, c. All rights reserved, 16"oc with double 110 late TTtt`F ----- flush beam o j ! no oor joists - 9_ � P P P -: - � � � floor� part of the plans may be reproduced without g P '/ min. 36"tall ( plan) -; , (see structural plan) _ � \ the expressed written consent of the architect. and single shoe late _ see structural Ian � � � � / ; flush beam __ second floor subfloor (see structural plan) / railing 3/4"subfloor - late height - plant - P 9 Drawing Status sec. floor subfloor shelf -- " ^ teco late height flush beam top of beam f �� -- - - --- - -- --- (see structural plan) --. — - -- - - r - - - - -- -- -- - -- _ decorative ' - - - - floor joists - beams I j (see structural plan) i (see detail 4' 0" ,� sht.A6.1) Foyer L1 .0 Jgn porch C.J. Uncovered I I i� T I w th house F.J. "i uc = Livin _ �;I Patio #2w•nn 9 I . . , Room ee section.A. o I - -- -- -- -- ---- - -- r- fo-1 Covered Porch i - int�ormation. - - I -- first. floor subfloor first floor subfloor - _ __ �j _ _ _ first floor subfloor Dates XY : fit r � Y ( ( iXX iYl t7 X f. l,, �., l xY Yt. i ;{ t t � x ` -- _ f- 1i;_ �f � j X. X i f _ -ICY r 1� r r Y � � � x x Y Y C ( Y k r;1:__+ �._ 1 _ _ -_ r Y l �p of orch floor 1/31/20 Issued for Construction u Section 2/23/21 Updated Code floor joists I I 7/2/21 Issued for Construction (see structural plan)TF I 1/4" p.c.foundation wall I (see fnd. plan) Unfinished I Cellar CO I _ A3.5 2 I I 2 (s eg roof plan) p.c. slab L I I (see fnd. plan) I ? j i 12 12 S2 �� /, .r 77q7. 3.5LL 1 A3.5 nr r yr v;%' I roof rafters S1 1 1 N;J,J (see roof plan) �,+,+ A,2 r No. Date Description dormer plate heig t _ - — \ - 1 2 8 Project 12" �✓ } c= /ram 7.5 A6.1 Section overhang Unfinished ; } J �1 _ ' = roof rafter roof rafters 1 O �, beyond Attic (see roof plan) 12 Proposed `" 7.5 3/4"plywood subfloor / tower late height VV throughout attic cei ists Residence attic subfloor (see structural tuing oral plan) I 24" I ?' t overhang / S1 ceiling joists flush beam \� i� For 18" (see structural plan) (see structural plan) i ridge board A6.2 o terhangT (see roof plan) CP .J 12 .: 1 2 Bedroom �> r , Bathrm. — roof rafters i s 1%4'x 14"Ivl cross 7-5 } (see roof plan) ,F�7 5 #L� :� #5 blocking at 16"oc ,. Rachel 1%"x 14"Ivl cross I � -_-__ 2"x12"purlin �` - 'rr 2"x12"purlin blocking at 16"oc roof rafters (typical) Attic ceiling joists _, (typical) \ (see roof plan) S5 S2 (see structural plan) ! S2 12 A6.2 A6.2 A3.5 Murphy ��4.5 sec. floor subfloor ' J - late height , S , - - - - to of beam 21695 Soundview Avenue a to of beam 1 ------------- --------- ---- ---- ------ n III n f\_ - - - 12 - - - 1 2 ---- - -- Southold, NY 36 dropped soffit for low beam __ ___ i floor joists 24" (see structural plan) - -- flush beam under (see structural plan) __ --r _- 9 j overhang 36 I see structural s plan Jurisdiction �40�o = s ,o a (see truc u al plan) ( P low porch beam �o o� >>, _ o, _ Q s (see e first floor Walk-in Walk-in : (see structural plan) ° _ f. g structural Ian = �" o I j s`�'�` I See section A' Powder p ) Town of Southold � ,� � Closet �� Closet : � Dinin a °° Covered Porch - !li for a Kitchen #2 "N E #1 ° Room #2 - ;Q Covered o County -_ o information. Office - Room Porch C' Suffolk rI i ,I i - roof rafters L� �' I� j !! I --- i' I'I Drawn By (see roof plan) -_ - - second floor subfloor �_—__. I• p.c. slab M.P. late height I (see fnd. plan It- st �5� first floor subfloor _ __ )\ x x n / x �i / _--_---�:_______�__.x__l ,X X _ _� first floor subfloor Checked By: top of porch floorY "_X.�� - - Y.1/ _k Y/\a�� X� �lfY �� rx�',��/\/`A/V tl A ;��X +�� � X X_' _X Y '' ;T to of porch floor M.A.M. - - - - ceiling joists -- - porch beam _ ' - - - -- i low see structural Ian ( plan) ,• " b Job No. M 12z3Ca 04 - � i ! � � (see structural( plan) s1 II st �+ I ' floorjoi s ! , Covered double F.J. ( plan) under wall i see structural Ian 1764 F N j ; Porch Sheet Title O it \ III , I / ------ - i i �• I a I 1� it 1 , i I , U d column beyond Sections to be wrapped �C 0 , j -- -- - - II (see foundation plan) n finis e I I i Cellar I I 4 t1S _ - - - i P.c.p.c. stab (see fd. plan)n)(see fnd. Ian) first. floor subfloor Al 2 1 T---- ..a _ Y - - - a 2 Section Sheet Number : Section 4 I 1/4" = 1 '-O.. 2krl � I I (4)2"x6"on the Flat to be ripped to match width, Secure to Joists Above i Alum.drip cap flashing low porch beam(see structural plan) Cross Block Between Joists i color to match trim color t Gyp. Board Clg. Blocking behind when parallel to joists crown moulding i „ 11 5/4 x3 drip cap to be / 3/4"Thick - -- - - - 3/4 Stool &ripped to size - - -- w I 11 Y 4" I tapered e Wrap structure with P ti x P A6 1 drip 10., Azek to r_T dow Ins late n 5/4 x4 h ....-_.::,.:.:::... ._�..: soft flashing prior to I • pl be painted 2 6 �/ ea 9 Fin. Dim. win tal •o i " casing all 3 sides Q 2 6 _: Exterior Caulking i 1 x r` (typical) Q 1"x4"Apron 11 11a C a blockingea. side 2 6 'Azek'Historic Sill 2 6 " / Miter Each End& E—5/4 x4 head casing—� to be painted(#AZM-6930) Return Into Wall I - 2 6 'Azek' Rams Crown i — i n N #AZM-6934 � 1` 2 6 I I 1 x6 Poplar to be Painted 1 Typical Gyp. Board C Typ, moisture barrier i I �- Typical Exterior rabbet to recieve siding I i 21 Main Street Stony Brook NY 11790 3/4"Thick'Azek' Typ. Crown Moulding Sheathing C• g Q bottom wrap 1"x6"Poplar to refer to typical interior , recess e1//4afrom be Painted specifications Typical Siding 5/4"x4"side casing i i phone. 631 686-6585 P Base ek' fax. 631 686-6786 Base Cap Mould'g ,- I I I I (#AZM-164) Gyp. Board Wall I I email. MMacrina@optonline.net TYPICAL BEAM Typical Window Sill Detail I I web. MMArchitectAlA.com " These plans are an instrument of service and are Typical Coffered Ceiling Detail TYPICAL PERIMETER 3 I yp .. I the exclusive property of the architect. 3 = 1 -O' in wood frame Wall A6.1 I I Infringements of the concepts and design ideas I I presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: g (YP•) I I Michael Macrina Architect, pc. All rights reserved, Exterior Caulking t I i 10" 5/4"X 4"Exterior Trim Board I I no part of the plans may be reproduced without I 4 I the expressed written consent of the architect. Fin. Dim. 3/4"Thick cut to size I i A6.1 be painted Exterior Typical Exterior Sheathing e painte I I Drawing Status Side Cover window flange with 'Azek'historic soft flashing Sill extension 9 2 - (#AZM with drip 6930) cut ---------------------------- shim space �- line of sill below — 0 6 6 3 6 6"x6' Treated Post Typical Window --- ued to be fastened - Second Fir. l to P.C. Pier 2"xl0" Trim & Shutter Detail roof rafter 3/4 = 1 O n rao'Q�� Wrap structure with =a Shiplap&Glue joints oo s $r. sit rafters on soft flashing prior to �r��o��'' 2"x6"plate Ni N window installation over C.J. -- 'Azek' a 1 1 Scotia Mould'g 2"x6"roof rafters (#AZM-93) to create sweep \ / line of stool below Typical Siding Dates 1 I 5/4"x8"'Azek'Base floor joists insulation Drywall Aluminum Flashing Typical Gyp. 1/31/20 Issued for Construction to be painted (see scheudle) color to match trim board 12" Interior 1"x6"Poplar Flat Trim Board 2/23/21 Updated Code Side 'Azek'drip cap(#AZM-197) / 42" window header 7/2/21 Issued for Construction overhang to align (see plan) / w. porch overhang Typical Stud Pocket Detail Typ. moisture barrier 2"thick First Floor 1, Zy bluestone cap window 6; 3.. _ ._O.. 5/4"x4" Exterior trim board (see plan) ' Cover window flange C with soft flashing Casing to Interior Exterior Caulking be selected ' Sweeped Rafter (typical) 1 I •. — . .. oveir pier 1/2 — 1 -O \ i Extension Jamb \ \ i No. Date Description I , 2 4 `ti Z o I Project ao 0 a 5/4"x4" Flat � � ^' � ; Typ . Window Head Dtl . Proposed Casing ,o strapping (see sht.A3.5) -.... .„ 3" = 1 '-O" Residence _ roof CO Line of Sill Below tapered poured rafter\ �� concrete pier �( 6"x6"Treated Post Exterior Typical Siding 1"x8"fascia �3 2"thick bluestone \ 4" 1'-8" 3" 1'-8" 4" asnRequi Required Typical Exterior post base see / - pavers ____-____ —_— - - _ t wer late height Window Rough Opening Window Rough Opening " Sheathing For detail sht.A-6.2 1/2 Ply. Sheathing / ceiling joist Typ. moisture barrier / (see structural plan) bottom of fasciaTypical Gyp.. Board / window header Interior /Z/// (see structural plan) _ _ window head hei ht Typical Siding j N N N N N N I Extend sill 1"past casing C� Rachel a 4 4 E--4"thick poured Exterior Caulking (typ.) a p . d d 4 concrete slab wood bracket —� 2 6 a ° d (see window plan) (see detail same sht.) a, \ / 5/4"x4"exterior a a4 2'_0„ h.5 trim board 2 6 meter 2 4 Z Murphy ° overhang �o L = Cover window flange 1"x4"casing „ o with soft flashing 2 6 / � 4 " �` 5/4 x4 Flat ^, g 21695 Soundview Avenue °a a haunch slab down Casing N Exterior Caulking P (typical) Southold, NY a <1 ° :_.. Extension Jamb poured concrete pier �Line of Sill Below� 0 3 Wrap structure with 4 4 (see foundation plan) Jurisdiction o soft flashing prior to - � �� Typical Siding -a window installation Town of Southold 4 a Exterior a Tower Overhang Detail �s „ „ „ Bend Shingles 4 4 2'-6 4 as Required Exterior 0 �' Interior Suffolk County Window Rough Opening 4 o 3/4" = 1 '-O" 1/2" Ply. Sheathing Side — 0 Side Drawn By: ---, Plan Detail a of attic window at curved wall M.P. ��RE A C Typ. Window Jamb Detail 1-1/2" = 1 '-O" �sa �''* - : F a =E .. — .. Checked By: Q, 0 2 �� (e y oI 1'-10" 5Y" 3 M.A.M. F� 2 Install Schluter-Kerdi DS waterproofing Schluter-Kerdi Kers-B Job No. 3128�? �O a ° — — ——— preformed, seamless Schluter drain assembly membrane on all three sides of curb a drain cover to be selected by owner r — — -) comers as required for 1764 wall to floor intersections a 4 Install Schluter-Kerdi DS waterproofing Sheet Title a 1/2"cement board membrane flashing around drain flange 3/4"thick stone cap to . ° at all shower walls be selected MISC. ® US 4 a . Install Schluter-Kerdi DS Tile to be selected over thinset mortar over ______________ a 8 waterproofing membrane -thin lut mortar DS waterproofing membrane over on walls to ceiling -Schluter-Kerdi pre-sloped shower tray over i Y" >2 <4 „ see plan aO -thinset mortar over the to be selected on custom catch screen -plywood subfloor >2 <4 each side of curb Mfr: Prowoodmarket.com j, n ��,��� 2 4 Typical Porch Model# 13T3 — _ _ r m r i # 7777: Finish: Smooth - Species: Western Red Cedar Install Schluter-Kerdi-Band corners Sheet Number: Column Enclosure Detail 3/4 plywood subfloor in thinset at wall to floor base as per 3" = 1 '-O'• manufacturer's specifications x, _ � Typical shower an & cur a T I ca I Tower Brackets yp h p b detail i t 3" = 1 '-U. II