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HomeMy WebLinkAbout48370-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT ` 'k y z ' TOWN CLERK'S OFFICE �Qoti o • ;.5+ 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#: 48370 Date: 10/5/2022 Permission is hereby granted to: Meehan, John 3 Sandra Ct Glen Cove, NY 11542 To: Construct new single family dwelling as applied for, with SCHD approval. At premises located at: 515 Oak Dr., Southold SCTM #473889 Sec/Block/Lot# 80.-1-34 Pursuant to application dated 8/12/2022 and approved by the Building Inspector. To expire on 4/5/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,844.80 CO-NEW DWELLING $50.00 Total: $2,894.80 Building Inspector FIELD INSPECTION REPORT I DATE COMMENTS b FOUNDATION (IST) y Q' -------------------------------------- FOUNDATION (2ND) Cn o ' Q y I ROUGH FRAMING& y PLUMBING r r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS IW OFD uE -Tc, S A, o z m X �1 r b y r � z s>,s x d b / e��St�ooa 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.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® E PERMIT NO. 4L3 Building Inspector: AUG 1 2 2022 Applications and forms must be'filled out in their entirety.`lrcomplete: BUILDING DEP T applii at'ions will.not be accepted: Wfiere th'e`Applcant'is riot;th`a owner;'an_ ' TOWN OF S(�UT!;OL® Owner's Authorization form(Page 2)shall be completed..- Date: O.WNER(S)OF PROPERTY: Name: SCTM#1000- Project Address:... Phone#: ,. Email: @ ° Mailing Address: ...�J L' .Qi ..... ll��T.­ &L1314..Q04 �... .__.. _. CONTACT PERSON: Name: 2,� �} Mailing Address: � 1 «"( Phone#: C Email: DESIGN-PROFESSIONALINFORMATION': Name: .6,Z_ _&9 c. . _.r4— _ ..---. ._.__ Mailing Address."41._.._'' Phone#: 7 - �.a �J�.� _..__.._....._.. __ Email' Q� Z�1f7.�1i' �... CONTRACTOR INFORMATION:, Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION )<ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ . Will the lot be re-graded? ❑Yes';_R<'Jo Will excess fill be removed from premises?;Dyes ❑No 1 '. PROPERTY INFORMATION Existing use of property: Intended use of property: '���� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yeso IF YES, PROVIDE A COPY. 'Clt Cif;Aftek Rea ingx The owner/contractor/design professional is responsible for all drainage and storm;water,issues as provided tiy... GKapfer 2$6 of the.Sowii Code::APPPcAtION,IS HEREBV MADE.to.the Building Department for the issuance of a Building Permit pursuant to the Buitding;2one Ordinance of,the Town'of SouEFiold,Suffolk,County;New Yorkand other.applicable Laws,Ordinances or Regulations,for the construction of buildings; "additions,alterations or for removal'or demolition,as Herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code;and regulations and to admitauthorized inspectors on.preMises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeancirpprsuant to Section 210.45 of the Need YorkState.Penal Law: Application Submitted 13y(p n n e Authorized Agent DOwner Signature of Applicant: Date: ;STATE OF NEW YORK) SS: COUNTY OF ) L -- _ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the r tT "M (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 l day of U Lz 20 a� Notary Public EROPERTY OWNER iF; I1 DAWN MARIE GUARNERA Notary Public-State of New York (Where the applicant is not the owner) NO. 01GU6412483 Qualified in Suffolk County My Commission Expires Dec 28, 2024 residing at 6 A Lt4F ' ( l do hereby authorize to apply on my behalf to e Town Southold Building Department for approval as described herein. z �l Oco w er's Signature Date Print Owner's Name 2 Town Hall Annex Telephone(631)765-1802 54375 Main Road 'Old' Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 . BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE.,`CONSTRUCTION.'PRE-ENGINEERED WOOD CONSTRUCTION.ANDYOR TIMBER CONSTRUCTION. Date: �,n Owner: L Location of Property: _. ��'✓ G7c 'fL�l ., � � �[ N�1v� > , Please take notice that the (check applicable line): X. New commercial or esidential tructure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): wwP _ Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Load Short Form Job: 515 Oak Drive I g NI E ENERGY Date: 6121122 S O t.u r 1 ON s Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmail.com Project • • For: 515 Oak Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1973 25239 20783 967 967 AH2_2nd Floor 1511 21263 13878 800 800 Entire House 3485 46502 34242 1767 1822 Other equip loads 9313 1310 Equip.@ 0.89 RSM 31641 Latent cooling 5505 TOTALS I 3485 I 55815 I 37146 I 1767 I 1822 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft' 2022-Jun-2212:01:03 Right-Suite®Universal 2021 21.0.06 RSU20822 Page �T�+M ...ents\Wdghtsoft HVACN515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E r i Load Short Form Job: 515 Oak Drive F-10 M E ENERGY Date: 6121/22 SOLUTIONS AM 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 515 Oak Drive,Southold, NY 11971 Design Information Htg Cig Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO 110 Cond RA1630AJl NA AHRI ref Hot Water Coil ATQ2-1224 Coil RH1T3617STANJAUSA AHRI ref 7941343 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 110000 Btuh Sensible cooling 20300 Btuh Heating output 56077 Btuh Latent cooling 8700 Btuh Temperature rise 53 OF Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) 1st Floor 1336 16131 16182 618 747 Master Suite 638 9108 5954 349 275 AH1_1st Floor 1973 25239 20783 967 967 Other equip loads 5083 715 Equip.@ 0.89 RSM 19133 Latent cooling 4465 TOTALS I 1973 I 30322 I 23597 I 967 I 967 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti - - wrightsoft" 2022-Jun-22 12:01:03 "�- ,r.•, �.,r...,-„�, Right-Suite®Universal 2021 21.0.06 RSU20822 Paget 9C� ...ents\Wrightsoft HVAC\515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 5150akDrive _H 4 Al E ENERGY Date: 6/21/22 SOLUTIOVS, AH2 2nd Floor By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmail.com Project • • For: 515 Oak Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db('F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD('F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO 110 Cond RA1624AJl NA AHRI ref Hot Water Coil ATQ2-1515 Coil RH1T2417STANJAUSA AHRI ref 7940891 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 110000 Btuh Sensible cooling 16800 Btuh Heating output 42974 Btuh Latent cooling 7200 Btuh Temperature rise 49 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 2 93 2187 1746 82 101 Bath 3 60 0 0 0 0 Bath 4 55 0 0 0 0 Bedroom 2 292 3978 2575 150 148 Bedroom 3 196 3949 2176 149 125 Bedroom 4 170 3293 1790 124 103 LivingRm OTB 359 4687 2760 176 159 Loft 220 3169 2832 119 163 Stair OTB 65 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2022-Jun-2212:01:03 ...�.,, ! Right-Suite®Universal 2021 21.0.06 RSU20822 Page 3 ...ents\Wrightsoft HVAC\515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E r AH2_2nd Floor 1511 21263 13878 800 800 Other equip loads 4230 595 Equip.@ 0.89 RSM 12881 Latent cooling 3715 TOTALS I 1511 I 25493 I 16595 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoft' Right-Suite®Universal 2021 21.0.06 RSU20822 Page 2022-Jun-2212:01:03 03 ...ents\Wrightsoft HVAC\515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 5150akDrive Date: 6121/22 F(�h71 V I 1 nR�;S' 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 515 Oak Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Foyer 248 2547 2112 98 98 Kitchen/Dining Rm 519 5468 5514 209 255 Laundry Rm 71 1504 1181 58 55 Living Room 359 3920 6243 150 288 Mudroom 105 2692 1131 103 52 Pwdr Rm 33 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoftp 2022-Jun-2212:01:03 v� ,. .•,,«.,. ,111. Right-Suite®Universal 2021 21.0.06 RSU20822 Page s rn+vey ,..ents\Wrightsoft HVAC\515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E I st Floor 1336 16131 16182 618 747 Other equip loads 0 0 Equip. @ 0.89 RSM 14402 Latent cooling 2052 TOTALS I 1336 I 16131 I 16455 I 618 I 747 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2022-Jun-2212:01:03 f�; .o.,..,a.....,.....y....., Right-Suite®Universal 2021 21.0.06 RSU20822 Page ...ents\Wrightsoft HVAC\515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 515 Oak Drive Ii+D]N E E 1!E R G Y Date: 6/21/22 sg r.u r I o N� Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 515 Oak Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Bath 108 2525 1551 97 72 Master Bedroom 306 2928 2091 112 97 Master WIC 95 1907 632 73 29 Office 129 1748 1681 67 78 Master Suite 638 9108 5954 349 275 Other equip loads 0 0 Equip. @ 0.89 RSM 5299 Latent cooling 952 TOTALS I 638 I 9108 I 6252 I 349 I 275 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft" 2022-Jun-2212:01:03 Right-Suite®Universal2021 21.0.06 RSU20822 Page 7 ...ents\Wrightsoft HVAC\515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E k.L N Basement 8x4 8x4 Bx12 Bx418x,2�,/10x12 Basemen[ Bx 12 ————— 10 x,2 L10x 12 10x4 —— 6x,2 � �10x 12 8x4 ----� 10x4 Job#: 515 Oak Drive Home Energy Solutions Inc. Scale: 1 : 156 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite@ Universal 2021 5th Oak Drive Huntington,NY 11743 Southold,NY 11971 21.0.06 RSU20822 Phone:631-673-0664 2022-Jun-22 12:02:26 gdlamay3@gmail.com I ...HVAC\515 Oak Drive Southold.ru 1� N 1st Floor "B;'112 cfm F3�144 cfm �144 cfm �97dn �103 cfm Master Bath Mudroom Master Bedroom Living Room Pwdr Rm Garage 663 cfm rdtchen/DlNng Rm 73 cfm 127 cfm Laundry Rm Master WIC Foyer 468 cfm Office Q$-58 cfm 98 cfm �78 cfm 127 cfm Job#: 515 Oak Drive Home Energy Solutions Inc. Scale: 1 : 156 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite®Universal 2021 5 Oak Drive Huntington,NY 11743 Southold,NY 11971 21.0.06 RSU20822 Phone:631-673-0664 2022-Jun-22 12:02:26 gdlamay3@gmail.com ...HVAC\515 Oak Drive Southold.ru 1� N fV 2nd Floor Bedroom 2 Bedroom 3 149 cfm 150 cfm LivingRm OTB 176 cfm 7" Bath 3 6" 800 cfm l, Storage 4x12 12.12 Loft ath 4 6x 12 7" 10x 12 6x 12 B" Stair OTB 101 cfm 163 cfm 7. Bath 2 124 cfm Bedroom 4 Job#: 515 Oak Drive Home Energy Solutions Inc. Scale: 1 : 156 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right-Suite®Universal 2021 5 Oak Drive Huntington,NY 11743 Southold,NY 11971 g 21.0.06 RSU20822 Phone:631-673-0664 2022-Jun-22 12:02:26 uthold.ru gdlamay3@gmail.com ...HVAC\515 Oak Drive So Manual S Compliance Report Job: 5150akDrive p P Date: 6121122 fIGM1L E.IE,ic:y AH1 1st Floor r Y a o t u T t u n s B Katel n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 515 Oak Drive, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 21497 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.2°F Latent gain: 4465 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 25962 Btuh Indoor RH: 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RH1T3617STANJAUSA Actual airflow: 967 drn Sensible capacity: 23368 Btuh 109%of load Latent capacity: 4654 Btuh 104%of load Total capacity: 28022 Btuh 108%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 30322 Btuh Entering coil DB: 65.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: ECO110 Actual airflow: 967 cfm Output capacity: 56077 Btuh 185%of load Meets all requirements of ACCA Manual S. - - wrightsoft' 2022-Jun-2212:01:03 Right-Suite®Universal 2021 21.0.06 RSU20822 Page 1 �+C� ...ents\Wrightsoft WAC\515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: 5 rive �-t f�l h4 E E eV E r(t:Y Date: 6/21122/27/22 , SOLUTIONS AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 515 Oak Drive, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 14473 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.2°F Latent gain: 3715 Btuh. Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 18187 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RH1T2417STANJAUSA Actual airflow: 800 cfm Sensible capacity: 17685 Btuh 122%of load Latent capacity: 7579 Btuh 204%of load Total capacity: 25264 Btuh 139%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 25493 Btuh Entering coil DB: 66.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: ECO110 Actual airflow: 800 cfm Output capacity: 42974 Btuh 169%of load Meets all requirements of ACCA Manual S. - - woghtsoft" 2022-Jun-2212:01:03 +: .d a•,.�...�. Right-Suite®Universal 2021 21.0.06 RSU20822 Page 2 M��+*+ ...entskWrightsoft WAC\515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E Duct Summary System Job: 515 Oak Drive Y Summary Date: 6/21/22 F!'UhfE E\Ert;Y qH1 1st Floor Y Y u l u'r l r};:, B Katel n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 515 Oak Drive, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.288/0.192 in H2O 0.288/0.192 in H2O Lowest friction rate 0.105 in/100ft 0.105 in/100ft Actual air flow 967 cfm 967 cfm Total effective length(TEL) 459 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk Foyer c 2547 98 98 0.184 5.1 12x 4 ShMt 37.0 120.0 st8 Kitchen/Dining Rm c 2757 105 127 0.107 6.3 4x 10 ShMt 58.7 210.0 st8 Kitchen/Dining Rm-A c 2757 105 127 0.106 6.3 4x 10 ShMt 61.0 210.0 st8 Laundry Rm h 1181 58 55 0 0 4x 0 ShMt 0 0 Living Room c 3122 75 144 0.168 6.0 4x 8 ShMt 42.0 130.0 st9 Living Room-A c 3122 75 144 0.315 5.3 4x 6 ShMt 56.3 35.0 st9 Master Bath h 2525 97 72 0.198 5.0 4x 6 ShMt 25.7 120.0 st2 Master Bedroom h 2928 112 97 0.105 6.0 4x 8 ShMt 40.3 235.0 st2 Master WIC h 1907 73 29 0.183 4.6 4x 6 ShMt 7.7 150.0 st2 Mudroom h 2692 103 52 0.144 5.5 4X 8 ShMt 75.7 125.0 st9 Office c 1681 67 78 0.134 5.0 4x 6 ShMt 30.3 185.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 349 275 0.105 523 9.2 12 x 8 ShtMetl st8 Peak AVF 307 352 0.106 528 9.2 12 x 8 ShtMetl st3 S1:9 Peak AVF 253 340 0.144 681 8.6 12 x 6 ShtMetl st3 st3 Peak AVF 560 693 0.106 831 11.9 12 x 10 ShtMetl - wrightsoftm 2022-Jun-2212:01:03 ,m,,•,a .......p� Right-Suite®Universal 2021 21.0.06 RSU20822 Page 1 AMA ...ents\Wrightsoft HVACX515 Oak Drive_Southold.rup Calc=MJB Front Door faces: E TableReturn Branch Detail Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 499 563 125.3 0.153 676 10.2 12x 10 ShMt rt2 rb3 Ox 0 468 459 183.3 0.105 561 10.3 12x 10 ShMt rt2A TableReturn Trunk Detail Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt2 Peak AVF 967 1022 0.105 681 13.8 12 x 18 ShtMetl rt2A Peak AVF 468 459 0.105 561 10.3 12 x 10 ShtMetl rt2 wrig tsoft, 2022-Jun-2212:01:03 ,,ti ..k,, a.�..,.. Right-Suite@ Universal 2021 21.0.06 RSU20822 Page 2 ...ants\Wrightsoft HVAC\515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E a Duct System Summary Job: 515 Oak Drive FI(]h1 E E ti E IZ G Y Date: 6121/22 Su t.lt�•I u ty.> AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project I • • For: 515 Oak Drive, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.389/0.091 in H2O 0.389!0.091 in H2O Lowest friction rate 0.099 in/100ft 0.099 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 484 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 c 1746 82 101 0.103 6.0 Ox 0 MtFx 33.3 345.0 st5A Bedroom 2 h 3978 150 148 0.099 8.0 Ox 0 MtFx 47.7 345.0 st5A .Bedroom 3 h 3949 149 125 0.143 7.0 Ox 0 MtFx 33.0 240.0 st4 Bedroom 4 h 3293 124 103 0.149 7.0 Ox 0 MtFx 22.0 240.0 st4 LivingRm OTB h 4687 176 159 0.148 7.0 Ox 0 MtFx 23.3 240.0 st5 Lon c 2832 119 163 0.153 7.0 Ox 0 MtFx 14.0 240.0 st5 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4 Peak AVF 272 229 0.143 545 7.9 12 x 6 ShtMetl st1 st5 Peak AVF 528 571 0.099 686 11.2 12 x 10 ShtMetl st1 st1 Peak AVF 800 800 0.099 800 12.7 12 x 12 ShtMetl st5A Peak AVF 232 249 0.099 498 8.2 12 x 6 ShtMetl st5 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 800 800 91.3 0.099 686 12.7 12x 14 ShMt t - wrightsoft- 2022-Jun-2212:01:03 Right-Suite®Universal2021 21.0.06 RSU20822 ��y Page 3 AM, ...ents\Wrightsoft HVACl515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E a, Generated by REScheck-Web Software Compliance Certificate 1Z. Project 515 Oak Drive Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,061 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 515 Oak Drive Meehan Residence Frederick Weber Southold, NY 11971 631-754-5555 fweberarchitect@yahoo.com 9 Compliance: 5.4%Better Than Cade Maximum UA: 481 Your UA: 455 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Assembly or Cavity Cont. Prop. Req. Prop. Req. Ceiling: Cathedral Ceiling 2,265 30.0 0.0 0.034 0.026 77 59 Garage Wall:Wood Frame, 16" o.c. 213 27.0 0.0 0.051 0.060 10 12 Door: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Wall 1:Wood Frame, 16" D.C. 3,034 27.0 0.0 0.051 0.060 129 152 Door 1: Glass Door(over 50%glazing) 126 0.300 0.320 38 40 SHGC: 0.30 Window:Vinyl Frame 370 0,300 0.320 111 118 SHGC: 0.30 Floor:All-Wood joist/Truss 1,973 21.0 0.0 0.044 0.047 87 93 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,.and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requre, nts in RESc a lersion : Tchack-Web an to comp) it the mandatory require is listed-ifi the REScheck Inspection C eckli Name-Title Signature Date Project Title: 515 Oak Drive Report date: 06/22/22 Data filename: Pagel of 9 CREScheck Software Version : REScheck-Web NJ Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section • . Plans'Verified- Field+�Verified Pre-In `Complies? Comments/Assumptions &'Req:IDI - Value Value 103.1, ;Construction drawings and y❑Complies ;Requirement will be met. 103.2 documentation demonstrate ;❑Does Not [PR111 energy code compliance for the ❑Not Observable ;r0 !building envelope.Thermal ❑Not Applicable envelope represented on ' ;construction documents. _ _,, 103.1, ;Construction drawings and ' ❑Complies :Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for 1 9Y p I ❑Not Observable [PR3] ;lighting and mechanical systems. ❑Not Applicable CA :Systems serving multiple i ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.7,. ;Heating and cooling equipment is; Heating: Heating: 1❑Complies ;Requirement will be met. 403.7 'sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Manual or other methods Cooling: Cooling: ❑Not Observable I J .!approve d by the code official. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1 2, Medium Impact(Tier'2) 3 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 06/22/22 Data filename: Page 2 of 9 4 Section Foundation Inspection Complies? Comments/Assumptions. &Req.ID. 303,2.1 iA protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [F011]2 protect exposed exterior insulation :❑Does Not J . and extends a minimum of 6 in. below ❑Not Observable ;grade. L❑Not Applicable 463.9 ;Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [F012]2. installed. ;❑Does Not j ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 06/22/22 Data filename: Page 3 of 9 section Plans Verified Field Verified # Framing%'Rough-In Inspection Value Value Complies? comments/Assumptions & R1eq.ID 402.1.1, Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ElDoes Not ;table for values. [FR1]1 ;❑Not Observable J ❑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 UNot Observable [FR2]1 I❑Not Applicable ; 303.1.3 ;U-factors of fenestration products I❑Complies :Requirement will be met. [FR4]1 pare determined in accordance f !❑Does Not ;with the NFRC test procedure or i + ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ;❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's S �❑Does Not ;instructions. 1❑Not Observable �01\lot Applicable 402.4.3 ;Fenestration that is not site built I j❑Complies ;Requirement will be met. [FR20]1 �is listed and labeled as meeting ;❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 Ior has infiltration rates per NFRC UNot Observable ❑Not Applicable 1400 that do not exceed code , limits. i 402.4.5 1IC-rated recessed lighting fixtures ;❑Complies ;Requirement will be met. [FR16]2 :sealed at housing/interior finish UDoes Not land labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. i❑Not Applicable j 403.3.1 ;Supply and return ducts in attics JE]Complies ;Requirement will be met. [FR12]1 :insulated >= R-B where duct is 1 ❑Does Not >= 3 inches in diameter and >_ � = �❑Not Observable R-6 where< 3 inches.Supply and i ;❑Not Applicable �retum ducts in other portions of f ;the building insulated>= R-6 for ] ;diameter>= 3 inches and R-4.2 p :for<3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter t't❑Complies Requirement will be met. [FR13]1 !boxes are sealed with i❑Does Not ;joints/seams compliant with COO s❑Not Observable ;International Mechanical Code or ► .. 4 International Residential Code,as ❑Not Applicable ; applicable. i 403.3.5 ;Building cavities are not used as ;❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. PDoes Not 9, ! ,J❑Not Observable ! i }❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies ;,Requirement will be met. [FR17]2 above 105 9F or chilled fluids :❑Does Not below 55 9F are insulated to zR- 3 ;❑Not Observable ❑Nat Applicable 403.4.1 Protection of insulation on HVAC ❑Complies :Requirement will be met. [FR24]1 !piping. ❑Does Not tNot Observable f' i❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. (FR18]2 l>_R-3, j❑Does Not I UNot Observable UNot Applicable 11 High Impact(Tier 1) 2_ Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 06/22/22 Data filename: Page 4 of 9 Section Plans Verified Field Verified #• Framing/Rough-In.Inspection Complies? Comments/Assumptions, & Req.ID Value Value, 463.6. ;Automatic or gravity dampers are , . ElComplies ;Requirement will be met, [FR19]2 ;installed on all outdoor air j❑Does Not intakes and exhausts. E ,'❑Not Observable J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 06/22/22 Data filename: Page 5 of 9 Sectibn F Plans Verified Field Verified # Insulation Inspection Complies? Comments/Assumptions &Req.ID, Value. Value 303.1 ;AII installed insulation is labeled )❑Complies :Requirement will be met. [IN13]2 !or the installed R-values 1❑Does Not provided. IONot Observable c J❑Nat Applicable 402.1.1, :Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 :table for values. ❑ Wood ;❑ Wood ;❑Does Not [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable U I ;❑Not Applicable I 303.2, ;Floor insulation installed per i❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and ';❑Does Not ; [IN2]1 in substantial contact with the ;❑Nat Observable ca ;underside of the subfloor,or floor �❑Not Applicable framing cavity insulation is in f " contact with the top side of ;sheathing,or continuous linsulation is installed on the 3 underside of floor framing and extends from the bottom to the 3 f :top of all perimeter floor framing members, t ; 402.1.1, Wall insulation R-value. If this is a R- R- ;❑Complies ;See the Envelope assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation tQ :requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per ;❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions, UDoes Not ❑Not Observable 1 ❑Nat Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2" Medium Impact(Tier 2) 3' 1 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 06/22/22 Data filename: Page 6 of 9 Section Plans Verified. .Field Verified': Finah Inspection,Provisions, Complies? ' Comments/Assumptions &Reci.ID Value` Value 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2,E ;❑ [FI1)1 Not Applicable ; 303.1.1.1, I Ceiling insulation installed per „ ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. i T❑Does Not [FI211 Blown insulation marked every . ❑Not Observable 300 ft2. i❑Not Applicable 402.2.3 ;Vented attics with air permeable ;❑Complies ;Exception: Requirement is [FI22-]?' :insulation include baffle adjacent I �❑Does Not ;not applicable. to soffit and eave vents that ;extends over insulation. []Not Observable .1❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- i❑Complies ;Requirement will be met. [FI311 ;insulation zR-value of the ❑Does Not adjacent assembly. ;❑Not Observable ' ; ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50= ;❑Complies Requirement will be met. [FI17]1 lach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Nat Applicable 403.3.3 !,Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 :determine air leakage with ftz ftz :❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable w.g, across the system including ' ;the manufacturer's air handler 1 ; 1 enclosure if installed at time of jtest. Postconstruction test:Total ; ;leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. j 403.3.4 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI411 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in tlNot Observable I :tests,verification may need to ;❑Not Applicable :occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ]Complies :Requirement will be met. [F124]1 !by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats }_ ,❑Complies ;Requirement will be met. [FI9]? installed for control of primary f IE]Does Not heating and cooling systems and _ ❑Not Observable initially set by manufacturer to .-code specifications. _ j❑Not Applicable .403:1.2 1 Heat pump thermostat installed X]Complies :Exception: Requirement is [Fllb]z !on heat pumps. I❑Does Not not applicable. ]❑Not Observable EINot Applicable 4015-.1 !,Circulating service hot water .�❑Complies ;Requirement will be met. [FITl]� Ssystems have automatic or ]❑Does Not accessible manual controls. ,❑Not Observable j❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 06/22/22 Data filename: Page 7 of 9 ..-Section Plan s.Verified :•Field Verified # - 'Final Inspection Provisions Complies? Comments/Assumptions &Req:ID Value Value V 403:6.1 ';All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2• ;fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ' and air flow limits per Table l. UNot Observable 11403.6.1. ..#❑Not Applicable 403.2 i Hot water boilers supplying heat f '❑Complies :Requirement will be met. [F[26]2 ;through one-or two-pipe heating 10Does Not systems have outdoor setback ,.. control to lower boiler water f , ❑Not Observable .1temperature based on outdoor -]Not Applicable temperature. ,403.5.1.1 Heated water circulation systems ;❑Complies ;Requirement will be met. [FI28]2 have a circulation pump.The [ ElDoes Not system return pipe is a dedicated i= return pipe or a cold water supply, ❑Not Observable ;pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are {" not present.Controls for circulating hot water system 11 pumps start the pump with signal ;for hot water demand within the i t occupancy. Controls ° ;i automatically turn off the pump "• , ;when water is in circulation loop i is at set-point temperature and j no demand for hot water exists. " 3 403.5.1.2 !Electric heat trace systems l i❑Complies ;Exception: Requirement is (F129]2 comply with IEEE 515.1 or UL , ''❑Does Not not applicable. 515. Controls automatically adjust the energy input to the f❑Not Observable heat tracing to maintain the ;❑Not Applicable desired water temperature in the piping. , 403.5.2 -!Demand recirculation water ❑Complies ;Requirement will be met. [F130]2 Jsystems have controls that i ElDoes Not ;manage operation of the pump �. ❑Not Observable ' :and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 104°F. ' 403.5.4 Drain water heat recovery units ❑Complies :Requirement will be met. [FIK.]z tested in accordance with CSA •:I❑Does Not B55.1. Potable water-side ; ; pressure loss of drain water heat ;❑Not Observable recovery units< 3 psi for E]Not Applicable individual units connected to one ( ; or two showers. Potable water- I „ I I side pressure loss of drain water } heat recovery units<2 psi for ;individual units connected to ;three or more showers. 404.1 ;90%or more of permanent ❑Complies ;Requirement will be met. [FI6]1 fixtures have high efficacy lamps. - I❑Does Not ; r a❑Not Observable _:J❑Not Applicable 404.1.1 ;Fuel gas lighting systems have i❑Complies Requirement will be met. (FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable I ;;❑Not Applicable 401.3 'Compliance certificate posted, ?❑Complies ;Requirement will be met. [FI7IZ ❑Does Not r" )[]Not Observable (. ❑Not Applicable 1 High Impact(Tier 1) 2`Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 06/22/22 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Complies?. Comments/Assumptions & Req.l® Value Value 303.3 ;Manufacturer manuals for ( 7❑Complies ;Requirement will be met. [FI1i3]3 mechanical and water heating ` ❑Does Not systems have been provided. ;❑Not Observable I tlNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 515 Oak Drive Report date: 06/22/22 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating UwFaictqr SHGC Window 0.30 0.30 Door 0.30 0.30 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments A Load Short Form Job: 5150akDrive Date: 6/21/22 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 515 Oak Drive, Southold, NY 11971 Design Information Htg Cig Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1973 25239 20783 967 967 AH2 2nd Floor 1511 21263 13878 800 800 Entire House 3485 46502 34242 1767 1822 Other equip loads 9313 1310 Equip. @ 0.89 RSM 31641 Latent cooling 5505 TOTALS I 3485 I 55815 i 37146 I 1767 i 1822 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti - - riightsofe~ 2022-Jun-22 12:01:03 w t .e.. e.. Right-Suite®Universal 2021 21.0.06 RSU20822 Pagel ACdK ...ents\Wdghtsoft HVAC\515 Oak Drive_Southold.rup Cale=MJ8 Front Door faces: E i ` Job: 515 Oak Drive _ Load Short Form Date: 6/21122 tl,wiA1 L= EiFt Y AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 515 Oak Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO110 Cond RA1624AJlNA AHRI ref Hot Water Coil ATQ2-1515 Coil RH1T2417STANJAUSA AHRI ref 7940891 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 110000 Btuh Sensible cooling 16800 Btuh Heating output 42974 Btuh Latent cooling 7200 Btuh Temperature rise 49 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 2 93 2187 1746 82 101 Bath 3 60 0 0 0 0 Bath 4 55 0 0 0 0 Bedroom 2 292 3978 2575 150 148 Bedroom 3 196 3949 2176 149 125 Bedroom 4 170 3293 1790 124 103 LivingRm OTB 359 4687 2760 176 159 Loft 220 3169 2832 119 163 Stair OTB 65 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-Jun-22 12:01:03 Right-Suite®Universal 2021 21.0.06 RSU20822 Page ...ents\Wrightsoft HVAC1515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job:Date: 6/21/221 ive /22 ++A fyl If E\L'itG'S 1st Floor y v B Katel niVlaieski F Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com -Project • • For: 515 Oak Drive, Southold, NY 11971 Design Informati.,Qn Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Foyer 248 2547 2112 98 98 Kitchen/Dining Rm 519 5468 5514 209 255 Laundry Rm 71 1504 1181 58 55 Living Room 359 3920 6243 150 288 Mudroom 105 2692 1131 103 52 Pwdr Rm 33 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w riightsofr 2022-Jun-22 12:01:03 Right-Suite@ Universal 2021 21.0.06 RSU20822 Page 5 /aCCI� ...ents\Wrightsoft HVAC\515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 515 Oak Drive H� -ME ENERGY 6l21122 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Informatioln For: 515 Oak Drive, Southold, NY 11971 I Design Informaitioh Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Bath 108 2525 1551 97 72 Master Bedroom 306 2928 2091 112 97 Master WIC 95 1907 632 73 29 Office 129 1748 1681 67 78 Master Suite 638 9108 5954 349 275 Other equip loads 0 0 Equip. @ 0.89 RSM 5299 Latent cooling 952 TOTALS I 638 I 9108 I 6252 I 349 I 275 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft- 2022-Jun-2212:01:03 Right-Suite®U niversal 2021 21.0.06 RSU20822 Page ACC ,,.an ts\Wrightsoft HVAC\515 Oak Drive_Southold.rup Calc=MA Front Door faces: E �r N 1st Floor -L112 cfm 144 clm 144 ctm L97 In ok103 ctm Master Bath Mudroom Living Room Master Bedroom Pwdr Rm Garage rS�-563 dm 0,Kitchen/Dining Rm CKL�73 ctm 127 dm Laundry Rm Master WIC Foyer 468 c(m Office �-58 cfm 96 dm �76 dm 127 cim Job#: 515 Oak Drive Home Energy Solutions Inc. Scale: 1 : 156 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite®Universal 2021 515 Oak Drive Huntington,NY 11743 g 21.0.06 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Jun-22 12:02:26 gdlamay3@gmail.com ...HVAC\515 Oak Drive—Southold.rull Manual S Compliance Report Job: 515 Oak Drive p p Date: 6/21122 i I ,f E E 1,E&t t:i' AH1 1st Floor By: Katelyn Maieski 'A Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 515 Oak Drive, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 21497 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.2°F Latent gain: 4465 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 25962 Btuh Indoor RH: 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RH1T3617STANJAUSA Actual airflow: 967 cfm Sensible capacity: 23368 Btuh 109%of load Latent capacity: 4654 Btuh 104%of load Total capacity: 28022 Btuh 108%of load SHR: 83% Heofing Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 30322 Btuh Entering coil DB: 65.TF Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: ECO 110 Actual airflow: 967 cfm Output capacity: -56077 Btuh 185%of load Meets all requirements of ACCA Manual S. +P- wrightsoft- 2022-Jun-2212:01:03 t ,.,, Right-Suite®Universal 2021 21.0.06 RSU20822 Page 1 �+� ...ents\Wdghtsoft HVAC1515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E Duct Summary System Job: 515 Oak Drive Y Summary Date: 6/21122 Fl.ilhf f. E 1 F.Rt:\ AM 1st Floor y y N . B Katel n Niaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Proje.ct Information For: 515 Oak Drive, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.288/0.192 in H2O 0.288 10.192 in H2O Lowest friction rate 0.105 in/100ft 0.105 in/100ft Actual air flow 967 cfm 967 cfm Total effective length (TEL) 459 ft • c Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk Foyer c 2547 98 98 0.184 5.1 12x 4 ShMt 37.0 120.0 st8 Kitchen/Dining Rm c 2757 105 127 0.107 6.3 4x 10 ShMt 58.7 210.0 st8 Kitchen/Dining Rm-A c 2757 105 127 0.106 6.3 4x 10 ShMt 61.0 210.0 st8 Laundry Rm h 1181 58 55 0 0 4x 0 ShMt 0 0 Living Room c 3122 75 144 0.168 6.0 4x 8 ShMt 42.0 130.0 st9 Living Roam-A c 3122 75 144 0.315 5.3 4x 6 ShMt 56.3 35.0 st9 Master Bath h 2525 97 72 0.198 5.0 4x 6 ShMt 25.7 120.0 st2 Master Bedroom h 2928 112 97 0.105 6.0 4x8 ShMt 40.3 235.0 st2 Master WIC h 1907 73 29 0.183 4.6 4x 6 ShMt 7.7 150.0 st2 Mudroom h 2692 103 52 0.144 5.5 4x 8 ShMt 75.7 125.0 st9 Office c 1681 67 78 0.134 5.0 4x 6 ShMt 30.3 185.0 st2 SupplyDetail Table, Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 349 275 0.105 523 9.2 12 x 8 ShtMetl St8 Peak AVF 307 352 0.106 528 9.2 12 x 8 ShtMetl st3 St9 Peak AVF 253 340 0.144 681 8.6 12 x 6 ShtMetl st3 st3 Peak AVF 560 693 0.106 831 11.9 12 x 10 ShtMetl -F&- wrightsoft- 2022-Jun-2212:01:03 Right-Suite®U niversal 2021 21.0.06 RSU20822 Page 1 ...ents\Wrightsoft HVAC\515 Oak Drive_Southold.rup Calc=MA Front Door faces: E 9 ` Duct System Summary Job: 515 Oak Drive Y Date: 6/21/22 `'`,'''` E X E R G yA112 2nd Floor v v B Katel n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 515 Oak Drive, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.389/0.091 in H2O 0.389/0.091 in H2O Lowest friction rate 0.099 in/100ft 0.099 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 484 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath 2 c 1746 82 101 0.103 6.0 Ox 0 MtFx 33.3 345.0 st5A Bedroom 2 h 3978 150 148 0.099 8.0 Ox 0 MtFx 47.7 345.0 st5A Bedroom 3 h 3949 149 125 0.143 7.0 Ox 0 MtFx: 33.0 240.0 st4 Bedroom 4 h 3293 124 103 0.149 7.0 Ox 0 MtFx 22.0 240.0 st4 LivingRm OTB h 4687 176 159 0.148 7.0 Ox 0 MtFx 23.3 240.0 st5 Loft c 2832 119 163 0.153 7.0 Ox 0 MtFx 14.0 240.0 st5 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4 Peak AVF 272 229 0.143 545 7.9 12 x 6 ShtMetl st1 st5 Peak AVF 528 571 0.099 686 11.2 12 x 10 ShtMetl st1 st1 Peak AVF 800 800 0.099 800 12.7 12 x 12 ShtMetl st5A Peak AVF 232 249 0.099 498 8.2 12 x 6 ShtMetl sty Return Brarnch S • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) R FIR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 800 800 91.3 0.099 686 12.7 12x 14 ShMt .wrightsofta 2022-Jun-22 12:01:03 - - Right-Suite®Universal 2021 21.0.06 RSU20822 Page ents\Wrightsoft HVAC\515 Oak Drive_Southold.rup Calc=MJ8 Front Door faces: E APPROVED AS NOTED OCCUPANCY OR DATE: O/ Saa` B.P.# vir-47D USE IS UNLAWFUL FE� .�v BY: WITHOUT CERTIFICATE NOTIFYIFY BULDEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE OF OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING & INSULATION CoisAPLY VVFrH ALL CODES OF 4. FINAL-CONSTRUCTION MUST NEW YORK STATE & TOWN CODES BE COMPLETE FOR C.O. AS REOUIR D AND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTSOFTHE CODESOF NEW SOUTHOLD TOWN ZBA YORK STATE NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD DESIGN OR OONSTRIJ=ERRORS SOUTHOLD TOWN TRUSTEES N.Y.S.DEC DO NOT PROCEED WITH FRAMING:UNTII:SURVEY. ;; .'OF FOUNDATION LOCATION HAS,BEEN„APPROVED.:_..:. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Fire separation OF THE TOWN CODE. required as per NYS Code Blower door and ductwork TRUSS PLAOARDING REQUIRED testing required. Must provide Manuals PLUMBER CERTIFICATION RE D,J and S as per ENT BEFORE ON LEAD CO NYS Energy Code CERTIFICATE OF OCCUPANCY SUPPER USED IN WATER LY SYSTEM CANNOT All exterior lighting SUPPLY d or installed,replace EXCEED 2110 OF % LEAD. repaired shall conform to Chapter 172 PLUMBING of the Town Code ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING �rL.- 4_1A 1a. t vas Roof �L'-' '�` ---------------------J�--------------------;L--------------------- I I 21/2" 1 21/2" I 21/2" 1 --1 -- --E------ _ I I I I I I 1 I I I 1 1 I i I I I I I I I I I 1 BjATH 2 BjATH 4 j I j i i BATH j3 I 31, 11A2° 21/2" 11)12" 2IY2" I IA2" 21/4" 11)12" 21/2" 1Iy2" 211/2" 1IY2" 211/2" Roof I I I I I I 1 I I 1 1 I I I I I I 2"2nd Floor 2-- I - -2" 3" 11 2" 2. , 3. 11 2" ------------7------ , —-O. 1 C_0. C.O. r-- --- --- 2I- ; I ---------- , I I I I I I I I , I I I l I I I 3.. 3., , , 3., I , M. BATH I I KITCHEN I P� WDERI LAUNDRY 11V2" 11Y2' 2:1/2" I Iy2" 11�2" 11�2- I Iy2" 21Y2" 11y2" 11'2" I 1 I DW Washer I I I Ist Floor --- --- ———— ———— ——— ——— — -- ———————— -- --- ----- -- F.A. 1—, 2.. 2.. 3„ 1I 2" 1I 2" 2" 2" 3" 11 2" -- " -------J---- ------ ---- — -- -- — --- ------------ -- — ------- 2.. To Approved I Sanitarg C.O. C.O. j C.O. Sgstem Building Drain, 4" Diameter, 1/8" per Ft.. Min. Pitch w j I Basement-------------------------------------------------------------------------- PLUMBING SCHEMATIC NOT TO SCALE MEEHAN RESIDENCE, 515 OAK DRIVE, (REYDON SHORES). SOUTHOLD, NY FREDERICK WEBER, ARCHITECT 41 EAST MAPLE ROAD, GREENLAWN. NY 11140 OCTOBER S. 2022 I SURVEY OF NOTES: 1.ELEVATIONS ARE REFERENCED TO SHOWN DATUM LOTS 30-38 INCLUSIVE EXISTING ELEVATIONS ARE SHOWN THUS:US: X�Y 2.MINIMUM SEPTIC TANK CAPACITY FOR A 1 TO 4 BEDROOM HOUSE IS 1.000 GALLONS. BLOCK C 1 TANK; 8'LONG,4'-3-WIDE, 8'-7-DEEP 3.MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 3DO w ft SIDEWALL AREA. MAP OF 1 POOL; 12'DEEP.8'dla. PROPOSED 50%FUTURE EXPANSION POOL REYDON SHORES PROPOSED 8'DIA.x 12'DEEP LEACHING POOL FILE No. 631 FILED JULY 2. 1931 PROPOSED 1,000 GALLON SEPTIC TANK SITUATE 4.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD BAYVIEW OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-80-01-34 TEST HOLE DATA SCALE 1"=40' (TEST HOLE DUG BY McDOWALD GEOSOIEHCE ON JANUARY 24 1998) EL 23.s y JANUARY 11, 2017 DARK DRO4M SANDY LOAM OL MARCH 1% 2017 SHOW AOWMAL LOT CONNECTED TO PUBLIC WATER .. : I. AREA = 48.060 sq. ft• .•�.. BR01MM LOAMY SAND SM '• �, 1.103 as CERTIFIED TO: -• JOHN MEEHAN ,1. BROWN RITE To COARSE SAM SW o ROSEANN MEEHAN FIDELITY NATIONAL TITLE INSURANCE COMPANY EL 0.s iy EL 4.0 I I 19.5' HIGHEST E7PEDTED GROUND WATER TEST NT1.L NM USGS 410234072243M S 53328.1 y3~ 1•P. �v 0 ,bt%b s sge ro T�•V E 20.* �"~f _cif ^O r" QD Ors x 2 QDA eL2 O r JT 27.2 a1VG 2XI x8 x 8 -, sss ^� N Y x-r x215 t?' 3¢ x 24.4 3g � � 2s4 O22.5 x >! a\` x w LEST HOLE Q us a� N a 3g � �aY Gh1yq 21.7 s � N969�'40. w 3 sATa, 228 N N1Q�F 22J co i�.R x'gWRI x v' 416' PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURREYS AS ESTABLISHED BY THE LLALS.AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION, x d N.Y.S. Uc. No. 50467 UNAUTHORIZED ALTERATIONOR ADDITIONTHIS SURVEY Is A%VLtnat OF Nathan Taft Corwin III SECTION 7200 OF THE NEW YORK STATE EDUCATION LAW. COPES OF THIS SURVEY MAP NOT WARM Land S u r v e yo r THE LAND SURVEYOR'S NK D SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INCICAIED HEREON SHALL RUN Suooessor To: Stanley J.Isdceen, k.LS. ONLY TO THE PERSON FOR SHOM THE SURREY Joseph A.Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO TIME TITLE OOMPANY.0OVEIMIENTAL AGENCY AND 'Clue Surms)v — S"vtsrons — We Plans — Construction Layout LENDING NST17UTM LISTED HEREON,AND TO THE ASSIONEES OF TIME LENDNG NSn- PHONE(631)727-2090 Fax (631)727-1727 1UTKIN.CERTIFICATIONS ARE NOT TRANSFERABLE THE EMSTENCE OF RIGHT OF WAYS OMCES LOCATED AT MAILING ADDRESS ANDS EASEMENTS OF RECORD IF 1586 Main Rood P.O. Box 16 ANY,NOT SHOWN ARE NOT GUARANTEED. Jamesport,New York 11947 Jamesport,New York 11947 36-298 PROP05ED 5ANITARY 5Y5TEM TEST HOLE DATA ECENEU MCDONALD GEOSCIENCE NEW I/A OWTS FIER SCDHS STANDARDS JANUARY 23, 1998 FOR 6 BEDROOM HOUSE o Q VAY 0 2 2022 NEW "FUJI-CLEAN" CEN-1 TREATMENT TANK PROVIDING O, EL 23.5 p� 100 GPD HYDRAULIC FLOW (640 GPD REQUIRED) DARK BROWN `_.0, r( USES p <</NG r p a FREDERICK NEW 400 S.F. SIDEWALL AREA OF LEACHING POOL 1' SANDY LOAM (DL) <✓ U@�/c SDP" . C' = °�P"S ROBERT (10' 0 x 13'-0"' DEEP) BROWN LOAMY (Li '4TFR QFFIG -' `>';'-- ., ' C7. o MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. 3 SAND (SM) O\ WEBER o MAITAIN 10' SEPARATION BETWEEN WATER AND SANITARY LINES. \ U o NO KNOWN SURFACE WATER WITHIN 300' OF THE SUBJECT PROPERTY. �S( • ALL LOTS WITHIN 150' ARE IMPROVED AND SERVED BY PUBLIC WATER, BROWN UNLESS OTHERWISE NOTED WITH DISTANCES TO EXISTING WELLS. FINE TO COARSE ARCHITECT • MAINTAIN 20' SETA13ACK TO ANY PROPOSED SWIMMING POOL. SAND (SW) Q� • NEW GRADE TO BE 5% MAXIMUM SLOPE WITHIN 20' OF IA OWTS. 141 • ALL EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUTED IN A 3/4" SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. SYSTEM x CONTROLLER/ ALARM NO WATER 4"0 PVC SDR-35 18"0 HDPE SECURE HEAVY 18"O HDPE SECURE HEAVY 11 ENCOUNTERED FIN. FL. RISER W/ LONG COVER TO GRADE W/ SAFETY COVER TO GRADE W/ SAFETY QD EL +21.5' SWEEP t SCREW PLUG SCREEN BY "TUFF-TYPE:' SCREEN BY "TUFF-TITE" W -------- %IN THREADED HUB TRAI=FIC I' MIN. t 2' MAX. A/j GRADE GRADE 13EARING VENT THRU GRADE CONCRETE ;� Q g� O/F =� �" HOUSE VENT/ EL +24.5, SLAB El +24.0' CHIMNEY DEPTH / O '40 J ROOF PIPE APPROVE14" PER FT. 18' MANHO E I " MAN OLE 24' MAN OLE ? 4 0 APPROVED CONCRETE J C.I. PIPE MIN. PITCH 1,-4„ -�,16„ PIPE. 1/8" PER FT. COVER 41/ CLEAN OUT PROVIDE MIN. PITCH - [V INVERT CLEAN OUT I L 22.9 o INVERT EL +22.1, I INVERT at HOUSE 6,_2" El +22.3' O I \� EL +23.5' 5_1„ m o 4 -II I/ 0 4'-II i I �ot � Q / \ _ __ `11 7 \ --- - _ --- -- I LEACHING i � � POOL \ 00 BED OF "FUJI-CLEAN" CEN-1 13' MIN. (400 S.F.) �i i / 37 / \ /ne o/' C/ \ \ M STONE TREATMENT TANK COLLAR <r I ,� 2 . BOTTOM OF TANK EL 11.82' 8' \° -3 8 -0 10 -0 ° 27.1 oho x ry 2 5Y5TEM 5ECTION CO /DW\ --- - 0.1 �' o ° SC VISUAL BEACON I 3' (MIN.) TO HIGH I /\ / I`,D, ate // ATTACH PANEL TO j SEASONAL GROUNDWATER 1 2 .5 / /l 34� \ / C/ C) 4'X4' P.T. POST. I-------------------------------- \ 0 G" 3' BELOW GRADE / l ,� ate `\ rrPnc • 3 PROPERTY OWNER: l / ut 36, / 20 0., �\ - �� /ock 6�/g/a JOHN It ROSEANN MEEHAN 15 AMP POWER '� �/ / O (�� PANEL AIR -� MAC IOORII AIR BLOWER O\ zV \ / Sao °Or qj' ry G / �\ 1f � pry h SITUATE: BAYVIEW POWER LINE�� AIR COMPRESSOR � U / // \ R '4R G� I „ „ I ENCLOSURE BY \ ,, \ , DW G,q pW` ry TOWN OF SOUTHOLD / �\\ t16 / S � E�i SUFFOLK COUNTY, NEW YORK TO FLOAT 'SEPTIC SOLUTIONS" �' 4/ , \ C i S W / c / �`� (� h NARTHAN INFORMATION: LAND SURVEYOR AIR LINE / Q S AIR LINE TO ALARM _ TREATMENT TANK ^�� � o, \ � e, 0, � 15 AMP POWER -� [q a X25./3 \p' / W JAMESPORT, NY FOR COMPRESSO DRAWING TITLE: FROM ELECTRICAL �� �� / / 34 U M 6 / v24.4 \ PANEL FIXED BASE // \ �V ?, 2 \ LAST PDAT Du MARCH 28.12011 SITE PLAN � G ELECTRICAL SUPPLY ELEVATION D S ARE REFERENCED TO NAV 1988 / � � / �O � r \ w FROM DWELLING t�g� , `� \ e 3 Arepvdy �� SS BLOWER AND PANEL DETAIL NTs we<< \ / _ utility LOT NUMBERS SHOWN ARE FROM MAP ENITLED / � /'' o \ Pole / �[Vr y J DW40 MAP OF REYDON SHORES, BLOCK C / \ U e, „ „ I FILE NO. 431, FILED JULY 2, 1931 5s' �_ `�� �r�`'4-' LOTS 30-38 INCLUSIVE Z SCTM# 1000-80-01-34 INDOORS ourpooRs \°\ / / / � / Cr �� \ N LOT AREA: 48,060 SF, 1.103 ACRES JOB: NWT CONTROL PANEL NEMA.4X ENCLOSURE GROUND ''S�O" 0 �0 2 4 \ l �-�`� � FR\ � l PROVIDE (2) 20 AMP / / 'cw ECf NEW RESIDENCE I-POLE CIRCUIT 2 tt12, tt12G IN I LUG \ I „.)_,_` �� � / BREAKERS IN HOUSE 20A SCH 80 PVC N 4 2 3 1 5 L G / \$.� ? / /°rp r. I ELECTRICAL PANEL CONDUIT 50 / err \ `��T q M E E H r4 N / \ ENGINEER'S CETiFICATI�,! EGllIR�O, 20A / /Re O'- /\ Bd:o 3 ty �B,F� �, ,,0" SUBMIT P.E. OR R.A. CrRTiFirATlnld 515 OAK DRIVE PDR I�I�T/'I-1�T1� tAN0C01 REYDON SHORES I412 tt12G ` / ar Yard) / \ Access c /-3r l \ \GRIC 223 150 S r AI r \ �STRU .Ti�c! SOUTHOLD (BAYVIEW) 2tt18 lull 2tt12 � � / � � AIR #12G #12G 36 / \ qs / 1 \ \Miiy� 3 OF- �- 1 TOWN OF SOUTHOLD .................................................... . COMP Q� O / /23.9 --Control��� `� T �^ \ \ o �, ° F(7�F11"ALAPP OVAL.•U•8�FbfRb,i�V11,p,(�y�j-Q73, SCTM# 1000-80-01-34 DUPLEX: RECEPTACLE- WP � /S' \ / X Panel / � Propa/le IN WATERPROOF a N ( �O" / Blower C 0 o E\ / i \ Tank/o \ A ENCLOSURE GRADE Q\ 2(7 ` cceSsory)/ \� // , _/\ \ 1. W _ \ ARCHITECT: PROTECT ALL ABOVE Z Z v \ \ /\ O I/A OWTiS \\ \ \/ ' 5UFFOLIC COUNT' SCH 80 PVC CONDUIT (MIN.) �� / 3� / O TREATMENT ,.g\ / DEPARTMENT OP HEALTH 5ERVYCF.S � FREDERICK R. WEBER M �Q '� O / \ TANK 23.9 \ TEST 41 EAST MAPLE ROAD ALARM EFFLUENT PUMP / \ W / PERNUT FOR APPROVAL Or CONSTRUCTiol�l FQI'�A NTS FLOAT PUMP FLOAT HOLE /� NY 11140 / `� \ � „ SINGLE GREENLAWN. / �0,, FANDLY RrSIDlvlvcE oNLY 51NGLE LINE DIAGRAM SWITCH SWITCH ^0 / / \. o„ w ` Y \ LPI T", '.. rout TC�� DATE _ 7 _ 5 NOYAC PATH l / \ X �erd� 23.5 �� f3S Rfi1',NO. 1- �� ' � I� WATER MILL, NY 11911 / \ / Undgr round � TEL L31 154-5555 3 < 9 FO;�P '" °1 QF EDeTOOM Pweberarchitect� shoo com 1n^vENTR nnoN P4 E 8 / \ f I g 11M a4FFI,F. B CHAMBER Volume(al) � \ /\ n�o �` / �\ 1eet�rlCal '6 � /'� �+�fr. r�.Tt �"- 7M7Sedimentation Chamber 397 / \ C/� �QJ ervbge + jr: ` a.:Pkf"1RGy +�� ,,E .�1 `�'�s 3.0' 2.T' z.1' Anaerobic Filtration Chamber 396 O a U \ `\ ��'(�T L ,Q�a1 DATE O �FF�D��� SEAL: Aerobic Contact Filtration Chamber 181 2 . \ \ ( G) Storage Chamber 9(, CIRCULATION a �r' t .y AIR LIFTPL•MP Disinfection Chamber 6 Q3 \ \ / Q/ \ ` r.� y7 ..................................................................................................... d,+ . ® nINFEcn(ry total Volume IOI,9 VV \ \ C \ 1 J( SCDHS Stamp / `G�( ('YLINDF.R(OPTIONAL) \ \ / N Y T#4 � 4"OUTLET PIPE SPECIFICATIONS (/ p((/� \ �\ / Utllltg O '�(/ /V A A Anaerobic Media 1'P/PE FillingRate 32% SFS 'C4//�/ ,�A/ 21.7 \ \ Pole "' ry a ,n�,M,°'t I y� 4.T Board'I' a Aerobic hledia PVC/PP/PE Fillin Rate 17% p1�8`/ G g Q \ �/ ^f Z• �� 4' i°tit'1. � 'e - ® Aerobic Media PP/PE FilliurRate 5590 C 4U'41 18 \ / \\ ` Y �; o GENERA_ NOTES: ON-51TE WASTEWATER TREATMENT SYSTEM (I/A) yµ Blower 2.8 cfm ���'V/TT .FFLUF.NT Tank FRP v ' I I.. R FI.R : ® Pi inn PVC/PP/PE A R LIFT PIMP �� �'� Access Covers Plastic/Cast Iron 3g O O '� Q THE ARCHITECT SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND O I Disinfectant(O tional Chlorine Tablets N �� DURING SYSTEM START UP. "` K O tv AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE :IRCULATION PIPP. LOW OP � - INTAKE J� MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS. I. ':OPFNINc(TYP.) (cLFANINrorFNrvc) B THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED PLAN VIEW M)v1_0/F 28 BY THE MANUFACTURER PRIOR TO THE ARRIVAL AT THE SITE. INFECT ON 24"MANHOLE A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP. IS CYLINDER(OPTIONAL) THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH SCDHS USING 8"MANHOI.F.(TY P) 8"MANHOI.F.(TYP) 4"M4NHOI.F.(Tl'P) now oPErao USES O8�/,(/NG / 223 DOERTENTS ELEVAT ELEVATIONSPROVIDED ARE ESTIMATEDY THE . OWTS INSTALLER SHALL CONFIRM REV.: 11 OARDT'YPL c ll/gTF �� ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT OF ANY DATE: APR 25. 2022 CON'I'ACI MLDIA R • OO DISCREPANCIES. / a� CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SANITARY LINES AT SCALE : I" 20' POINT OF CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY % xN THE ARCHITECT OF ANY DISCREPANCIES. JOB NO: w202105 RECIRCULATION THE OWTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS p 4SSFMBI.Y BY THE ARCHITECT AND SCDHS. p THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS OF ALL UNDERGROUND DRAWING NO. '' O '" UTILITIES I SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED. O s CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, .4F.RORICMFDIA SITE FLAN NORTH COUNTY AND LOCAL SAFETY CODES. LRA I IONASSLNIULY OWTS INSTALLER TO COMPACT AREAS DISTURBED TO 95% PROCTOR DENSITY .1 (4 (36" BELOW GRADE. 12" LIFTS. MAX.) I" = 20'-0" _� 9� OWTS INSTALLER SHALL INFORM THE ARCHITECT OF ANY OMISSIONS AND/OR SCHD1 SECTION A-A VIEW SECTION B-B VIEW U DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. /� 476 (t) TO 3 ALL 18 AND 24" RISERS SHALL HAVE SAFETY SCREENS AND COVERS AS E Y D O N ° Q� MANUFACTURED BY "TUFF-TITE". OF SCHDI CEN 7 TANK NTs 8`F<</NG DRIVE OWTS INSTALLER SHALL NOTIFY SCDHS 48 HOURS PRIOR TO THE INSPECTION. USES A � /c w,4 TFR PROPOSED SANITARY SYSTEM TEST HOLE DATA MCDON t' tt NEW I/A OWTS PER SCDHS STANDARDS JANUAR 2 GEOSCIENCE ANUARY 23, 1998 STORM WATER POLLUTION PREVENTION FOR 6 BEDROOM HOUSE o NEW "FUJI-CLEAN" CEN-1 TREATMENT TANK PROVIDING EL 23.5 CONSTRUCTION PHASING: 100 GPD HYDRAULIC FLOW (440 GPD REQUIRED) O DARK BROWN I- INSTALL HAY BALE/SILT FENCE. FREDERICK 1' SANDY LOAM (DL) rr 441 2- POUR NEW FOUNDATION FOR NEW FRAMED DWELLING. ROBERT NEW 0 x 1S.F.S. SIDIEEWEALL AREA OF LEACHING POOL 3, BROWN LOAMY ✓ Q' c ��TFR SAND (SM) 3- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM WEBER o MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. MAITAIN 10' SEPARATION BETWEEN WATER AND SANITARY LINES. \0 1 U'r 4- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. • 5- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. o NO KNOWN SURFACE WATER WITHIN 300' OF THE SUBJECT PROPERTY. o ALL LOTS WITHIN 150' ARE IMPROVED AND SERVED BY PUBLIC WATER, BROWN INSPECT HAY BALE/ SILT FENCE WEEKLY UNLESS OTHERWISE NOTED WITH DISTANCES TO EXISTING WELLS. FINE TO COARSE ARCHITECT • MAINTAIN 20' SETABACK TO ANY PROPOSED SWIMMING POOL. SAND (SW) Q� BUILDABLE SITE AREA: 48,060 SF, LAND DISTURBANCE: 21,000 SF • NEW GRADE TO BE 5% MAXIMUM SLOPE WITHIN 20' OF IA OWTS. 411 • ALL EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUTED EXISTING CONDITIONS: SITE IS MOSTLY WOODED AND FLAT IN AREA OF CONSTRUCTION t IN A 3/4" SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. DRIVEWAY. SITE WILL BE CLEARED AS SHOWN ON THE SITE PLAN. CLEAN FILL WILL BE STEM x BROUGHT IN FOR SANITARY SYSTEM AS REQUIRED, BUT EXPECT EXCESS FILL FROM CO BASEMENT AREAS SANITARY SYSTEM AND DRAINAGE STRUCTURES WILL BE REMOVED. ALARNTROLLER/M NO WATER CONSTRUCTION ENTRANCE AND STAGING AREA WILL BE FUTURE DRIVEWAY AREA. ALARM 4"0 PVC SDR-35 18"O HDPE SECURE HEAVY 18"O HDPE SECURE HEAVY 11 ENCOUNTERED QD REMOVE TOPSOIL IN AREA OF PROPOSED HOUSE, SANITARY SYSTEM, FIN. FL. RISER W/ LONG COVER TO GRADE W/ SAFETY COVER TO GRADE W/ SAFETY EL +21.5' SWEEP t SCREW PLUG SCREEN BY 'TUFF-TYPE' SCREEN BY 'TUFF-TITE" t DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. W -------- IN THREADED HUB TRAFFIC I' MIN. t 2' MAX. S N j F"'�I a GRADE BEARING VENT THRU GRADE SLAB GRADE CONCRETE A� <} HOUSE VENT/ EL +24.5, EI +24.0' CHIMNEY DEPTH / 8P14 4) � v ROOF 4"� APPR PERDFT. 18' MANHO E Ism OLE 24' MAN OLE " Z - / �C Y m� C.I. IE PIPE, I/4 4 4) APPROVED CONCRETE cO a // LNG o J --- MIN. PITCH I,-4„ �,�6" PIPE, 1/8" PER FT. COVER Ili i y O CLEAN OUT _ PROVIDE MIN. PITCH .o I 14i 4 ��' /` \ ILI? INVERT CLEAN OUT t—InVI 22.9 o EL �22.1' 1 INVERT at HOUSE ,{ 1 El +22.3' O 1 v 0 EL +23.5' 6 -2 ® 1 i I \ 0 51_1 m4 o -r i o Q� O \ / moo— EXCAVATI/N/FILL� U�4tj ��� O \ 2 / \ / o EXCAVATION OR NEW BASE MENT/SANITARY/DRYWELLS = 500 CY CO 1 LEACHING I (Zi / �(� / BACKFILL 0 GARAGE t•PORCHES = 15 CY w POOL I / \ C,n� a�' ' OO / "� REGRADING AROUND HOUSE, PATIO t GARAGE = 15 CY BED 0� "FUJI-CLEAN" CEN-la 13, MIN. (400 S.F.) i I 3� \ Of STONE TREATMENT TANK COLLAR tr I C�eei�h 2 BOTTOM OF TANK 4opsoil tockpdeEL 1182 I 1 �o for / ", 8'-3" 8'-O" I 10'-O" I \o / Respreading \ 27.1 I \o / Following / N ,b \o\ \ Construction X ry LOT COVERAGE IST FLOOR: 1913 SF 1 1 / -`� r \ '4sAha� '4 Y lA \ ® o Q �\ l i / oc Ao d 4 GARAGE: 864 SF 1 1 / \ DW ---- ! C se o 16 �- FRONT PORCH: 144 SF I / i\`D/ r--- \ate / f0/• Cron t°PIVIe- O� W SCREEN PORCH: 252 SF 1 SEASONAL OGROUNDWATER 1 2 .b HIGHl l \ / ohstroct o COVERED PORCH: 226 SF I I / 34 „ C/ htr w 3459 SF L------------------------------J Qi' \ / O Q Gnat®�\ ahce� T�enc 1� O,•a, h SITE DRAINAGE: ^i / 33 / \ ,,� `0' " ?" tU,d PROPERTY OWNER: cY / 1� 8 e `� p ;� 3r, / 2O 0., - dock ,4 ee/9,a JOHN t ROSEANN MEEHAN \ l \ l o, OOr ma / Con ret ��\' o Aron h DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) \� v� �\ / i DUl v' er G G,4R W out �''`"`. SITUATE: BAYVIEW U / / �`C�,�\ '4�' S� G� re a "OW E" 1 , TOWN OF SOUTHOLD HOUSE, GARAGE t (3) 8 Dia. x 5 Dee w/ � � / \ E SUFFOLK COUNTY, NEW YORK A. B, C 3459 sf x .166' Rain = 514 cf g p p 634 cf � ��� / / \� \ /l `�\ 2460, `� / Sq, o SURVEY INFORMATION: PORCHES Traffic Bearing To � � � / NATHAN CORWIN, LAND SURVEYOR D. E DRIVEWAY 2922 sf x .I66' Rain = 485 cf (2) 8' Dia. x V Deep w/ 501 cf -Z �� 25.3 \� �( x /\ �, "� o DRAWING TITLE: Traffic Bearing Top �lZi �� / / 34 SPORT, NY `� / C 6•? / v 4.4 SURVEYED: JANUARY 11, 2011 /.\ \ o W ELEVATIONS ARE REFERENCED REFERENCED MARCH 8, 070 NAVD 1988 11 SITE PLAN 'wo F House, Garage and Porch Roofs to have Gutters t Leaders �Sy, ° Sg'6� Utilityo Connected to Underground Drainage Structures (Typ.) / ro 3 9 a- ` Pole LOT NUMBERS SHOWN ARE FROM MAP ENITLED 8'0 Ring: 42.25 cf/Ft of Height << \ / �� /-- z _ �� / \ ° - -. DW" ° W MAP OF REYDON SHORES, BLOCK C 40 �, _ „ „ 1 FILE NO. 631, FILED JULY 2, 19311 S ' � �� " ^_C` '� o LOTS 30-38 INCLUSIVE Q \ 10 SCTMU 1000-80-01-Qj 34 CONCRETE °\ / G 6 �Qp / \ o LOT AREA: 48,060 SF, 1.103 ACRES JOB: COVER OR TRAFFIC C.I. GRATE 0 �0 2 4 � / ,D�\ RF\ ` l ^, o W ZONING: R-40 \ i „ „•) +27s l /"m Propar YARDS: (PRINCIPAL SETBACKS) NEW RESIDENCE BEARING / � B �-'---_ ?' � SLAB PRECAST S \ / �9',6'4TER Tangy 6, o �� FRONT 50' MEEH�4N CONCRETE /� , 0 'O� Bdco BF4 S�RV � '� SIDE (ONE): 15' 6 CHIMNEY '�/ � Rear \ Bsmt. 3' / �� G �� ��o \2\ SIDE R(BOOTH): 35' � / Ow lC '" � 3 515 OAK DRIVE DRAINAGE - Y d) Access / ST /I/A OWTS � REYDON SHORES PIPE `9 `� l / \ ?90� C.O. ��Os TREATMENT o M/N� V 22.3 ��� SOUTHOLD (BAYVIEW) 1 2� 3g 123.9 \ 'qQ S/ TANK \ / HEIGHTLOT (MAX.): 35', (2) STORIES LLOWED): 20% (MAX.) 1 O � � ` o "' � TOWN OF SOUTHOLD .• �4 o5CTM9 1000-80-01-34 x Cant`ol— " O O , W\ \ I TYPICAL O tU 1 \ cce / \ / Panel t , 1�-0 0 ti i �� HOUSE: 1913 SF i (K I Q �(/ ssoy� Blower �\ / / 8. LPI / GARAGE: 864 SF DRAINAGE 1 tr2 / / 11 , �p ARCHITECT: 1 in \ \ �,.� ,�, " / / FRONT PORCH: 144 SF I RING >i .Z Z .� / /\ �. / x\ ,o ''.. ° / SCREEN PORCH: 252 SF 1 1 3 34j / Underground 1 1 Q � O / \� Electrical \� 23.s \ TEST � REAR PORCH: 226 SF 1 / FREDERICK R. WEBER I (l/ / \ Service :`EX ;HOLE ° �� / TOTAL: 3459 SF GREENLAMNPNY 1114LE 0 1 2' CLEAN SAND t __a 1 / \ / ^' ro 0 LOT COVERAGE (PROPOSED): 1.2% NOYAC PA L----- GRAVEL-FILL--------J Y �\ \ / � /l �\` �t yc / O WATER MILL. NY 11911. TH YARDS: (ACCESSORY SETBACKS) TYPICAL SECTION DRAINAGE RING 38 \ / c°j (LOT SIZE: 40,000 TO 59.999 SF) TEL L31 '154-5555 L O l\ she or / ,�\ W 'SIDE t REAR: 15' fweberarchitact yahoo.com a \ l \ C�edrh9 \\ \ FILTER CLOTH AGAINST 2 D o ` \ SEAL: WOVEN WIRE FENCE W/ � / o 8 �'�'�-- EXISTING CONTOUR r ' 2"x2"x36" STAKES, 12' OC ^ REVISED CONTOUR DRIVEN 16" MIN. INTO / NYT#4 GRADE, EMBED FILTER ° Ut�ht O w� 8 ., CLOTH 6" INTO GROUND ASPHALT TRAFFIC USES p 4y�<<1NG O 21.7 \\ / Pole y ry NEW CONTOUR c T Coat BEARING Ue�/C �� r Base GRATE w,4 FLOW :r - PIPE TRENCH DRAIN TO r DRAINAGERING 3g O // �� \ 4 Q� DRAWING SCHEDULE x- SLOPE z STONE O BLEND DESCRIPTION N/ Al SITE PLAN • CROSS SECTION CROSS SECTION /�j/��/F 2'8 A2 FOUNDATION PLAN SILT FENCE DETAIL TRENCH DRAIN DRIVEWAY FiP BOUND HAY BALE USES A fit`/kG l 22.3 A4 2NDFF�OOROR PPLAN LAN REV.: AUG 8. 2022 FILTER CLOTH AGAINST PLACED ON CONTOUR C 78 DATE: APR 25. Z022 WOVEN WIRE FENCE W/ W/ 2 X2 STAKES (1.5 -2 �'4rFR . O A5 ELEVATIONS (EAST/WEST) 2"x2"x36" STAKES, 12' OC IN GROUND) DRIVE STAKES DRIVEN 16" MIN. INTO FLUSH W/ TOP OF HAY GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE A6 ELEVATIONS (NORTH/SOUTH), WALL SECTION SCALE : s O' CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID N / x Al SECTIONS JOB NO: w202105 BALE A8 FINISH SCHEDULE/ INTERIOR TRIM A9 CODE DETAILS DRAWING NO. FLOW tt SLOPE _ .. .� '� I�� , " • SITE NORTH SI 2ND FRAMING (IST FLOOR) 52 ROOF FRAMING (2ND FLOOR) At I" = 20'-0" EI ELECTRICAL IST FLOOR PLAN � U CROSS SECTION FACE VIEW 416' W TO 3� J E2 ELECTRICAL 2ND FLOOR PLAN m HAY BALE t SILT FENCE DETAILS REYDON 4 Q� E3 ELECTRICAL BASEMENT PLAN OF A9 USES p°wF<<�kG DRIVE Ue�/C J 4UA TER PROPOSED SANITARY SYSTEM TEST HOLE DATA MCDONALD GEOSCIENCE � � � NEW I/A OWTS PER SCDH5 STANDARDS JANUARY 23, 1998 STORM WATER POLLUTION PREVEN`IFION FOR 6 BEDROOM HOUSE p,t11'I_0, ' NEW "FUJI-CLEAN" CEN-1 TREATMENT TANK PROVIDING 01 EL 23.5' O ��` DARK BROWN USES I- CONSTRUCTION PHASING: 100 GPD HYDRAULIC FLOW (660 GPD REQUIRED) I' SANDY LOAM (DL) pUg�tc NG I- INSTALL HAY BALE/SILT FENCE. FREDERICK NEW 400 S.F. SIDEWALL AREA OF LEACHING POOL BROWN LOAMY 'u 0'4T 2- POUR NEW FOUNDATION 'FOR NEW FRAMED DWELLING. ROBERT ' (10' 0 x 13'-0"' DEEP) 3- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM WEBER o MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. 3 SAND (SM) O\ � � R 4- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. o MAITAIN 10' SEPARATION BETWEEN WATER AND SANITARY LINES. Z ,(i 5- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. o NO KNOWN SURFACE WATER WITHIN 300' OF THE SUBJECT PROPERTY. o ALL LOTS WITHIN 150' ARE IMPROVED AND SERVED BY PUBLIC WATER, BROWN INSPECT HAY BALE/ SILT FENCE WEEKLY UNLESS OTHERWISE NOTED WITH DISTANCES TO EXISTING WELLS. FINE TO COARSE � ARCHITECT • MAINTAIN 20' SETABACK TO ANY PROPOSED SWIMMING POOL. SAND (SW) BUILDABLE SITE AREA: 48.060 SF, LAND DISTURBANCE: 21,000 SF • NEW GRADE TO BE 5% MAXIMUM SLOPE WITHIN 20' OF IA OWTS. 44/ • EXISTING CONDITIONS: SITE IS MOSTLY WOODED AND FLAT IN AREA OF CONSTRUCTION t ALL EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUE DRIVEWAY. SITE WILL BE CLEARED AS SHOWN ON THE 51TE PLAN. CLEAN FILL WILL BE IN A 3/4" SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED.SYSTEM x BROUGHT IN FOR SANITARY SYSTEM AS REQUIRED, BUT EXPECT EXCESS FILL FROM BASEMENT AREAS SANITARY SYSTEM AND DRAINAGE STRUCTURES WILL BE REMOVED. CONSTRUCTION ENTRANCE AND'STAGING AREA WILL BE FUTURE DRIVEWAY AREA. -CONTROLLER/ ALARM 11, EN WATER REMOVE TOPSOIL IN AREA OF PROP05ED HOUSE, SANITARY SYSTEM, 4"0 PVC 5DR-35 IS"O HDPE SECURE HEAVY 1800 HDPE SECURE HEAVY ENCOUNTERED QD t DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTE S. FIN. FL. RISER W/ LONG COVER TO GRADE W/ SAFETY COVER TO GRADE W/ SAFETY EL +21.5' SWEEP t SCREW PLUG SCREEN BY "TUFF-TYPE' SCREEN BY "TUFF-TITE" TRAFFIC t 2' MAX. l�l j0 M a GRADE GRADE CONCRETE ;� a /F VENT THRU E RAD1E5, SLAB El +24.0' CHIMNEY DEPTH / O ��,4 2 g U HOUSE VENT/ Cj ROOF 4"0 APPROVED 8 / , Y v .Z O PIPE, 1/4" PER FT. 18" MANHO E I " MAN OLE 24' MAN OLE 4"0 APPROVED CONCRETE O C.I. PIE MIN. PITCH —, " PIPE, 1/8" PER FT. COVER U) ICI � MIN. PITCH :o 44i CLEAN OUT PROVIDE I INVERT' CLEAN OUT 1 L 22.9 INVERT o EL +22.1' INVERT at HOUSE 60_2�� I El +22.3 EL +23.5' S'-I" m4 -Il I/ o ® �'-II" I -� I A, �tv m l \ 0, m , IQ Q 0 /\ l � EXCAVATI/N/FILL I cq • \ 28.2 / 411 O / \ \ \ Q / o EXCAVATION OR NEW BASEMENT/SANITARY/DRYWELLS = 500 CY LEACHING 1 !Zi /\ 8 BACKFILL 0 GARAGE t PORCHES = 15 CY POOL - I / C� a ' O BED OF "FUJI-CLEAN" CEN-1 I ^I 3� l nP op O / M REGRADING AROUND HOUSE, PATIO t GARAGE = 15 CY 5TONE' + BEAT ENT TANK 13 LL (400 S.F.) Y \ Cze 2 T M 1 CO AR I '� l BOTTOM OF TANK 1 I / Topsoil \ � 40 EL 11.82' i �o \ Topsoil for / 8'-3" 8'-O" I 10'-O" 1 \o / / Respreading \ / 27.E le I \o / Following �� Construction / X V �w i I I o �}�I O / LOT COVERAGE i i / 32 / \ CO IST FLOOR: 1913 SF I I \ / / �DW - -___S� a�t� Y 1prop0 \ ® O 2� GARAGE: 864 SF I I I r-- A /hoc sed o FRONT PORCH: 144 SF j I l /\ l �`�'' ��ete / for C�On toO"IVewd w� �1 3 (MIN.) TO HIGH I oast bce yh SCREEN PORCH: 252 SF I SEASONAL GROUNDWATER I .5 / \ l r`�Ot1on US a o COVERED PORCH: 226 SF I ------------J / \ / 1 34 �011 C/, ntra W 3459 SF � /\ Grate�\ e,V rehoh • SITE DRAINAGE: / / 33 / \ y 1/3 O. rain 21 PROPERTY OWNER: hwcY / / /l Out' �' 3L / 20' 0,. \ \ - � @��� p8e�g�eh JOHN >f ROSEANN MEEHr4N \ w Oor ma ry G / Con ret `,� o° n DR# AREA VOLUME (Re cored) DRAINAGE STRUCTURES VOLUME (Provided) cO / �'-`�.' el, +� �'� a SITUATE: BAYVIEW g G'4 ,4 W out ,DW. ry TOWN OF SOUTHOLD HOUSE, GARAGE t _ (3) 8' Dra. x 5' Deep w/ 6Cr I\DW '�� �° R S4 GLC / rea ;\E,i� W SUFFOLK COUNTY NEW YORK, A. B, C 3459 sf x .166 Rain - 514 cf 3 4 c m / N PORCHES Traffic Bearing Top Ae O J / o f2, 0, / Q Sq '� °j \\ / �' `� 6 NATHAN SURVEY INFORMATION: N. LAND SURVEYOR x /\ ` "� / ,� JAMESPORT, NY DRAWING TITLE: D, E DRIVEWAY 2922 sf x .166' Rain = 485 cf�2) 8' Dia. x 6' Deep w/ r�p� cf .�(- � r � � ''' M Traffic Bearing Top 4tj / \ ,� 25.3 \p' 12 `•?- �' 4.4 \ SURVEYED: JANUARY 11, 2011 / V 21 o / \ LAST UPDATED: MARCH Be 2011 SITE PLAN / ELEVATIONS ARE REFERENCED TO NAVD 1988 House, Garage and Porch Roofs to have Gutters t Leaders / \ * 9�'ss ' Connected to Underground Drainage Structures (T9p.) / / M \ 83 �4r9aady �� `� Sq�6" Utility WE C �� / _ �� LOT NUMBERS SHOWN ARE FROM MAP ENITLED 8'0 Ring: 42.25 cf/Ft of Height / z Pole W / ,� h i DWG MAP OF REYDON SHORES, BLOCK C 4 4C1 FILE NO. 631, FILED JULY 2, 1931 141 LOTS 30-38 INCLUSIVE co SCTM# 1000-80-01-34 CONCRETE / Q�p / \ LOT AREA: 48,060 SF, 1.103 ,ACRES �0 G COVER OR \o / JOB: TRAFFIC C.I. GRATE ��S�O" \0 2 4 /\ / ��W ?L �"' NEW RESIDENCE C „•1___ t? � / Pro e� ZONING: R-40 BEARING / B , 2- / phi tY YARDS: (PRINCIPAL SETBACKS) SLAB- PRECAST / S \ / `-' - \y / �q,,�,qT�R Tan 6/ �w FRONT 50' MEEHAN CONCRETE / /,fie o; /\ Bilco 8FIO��RVjC W 3� - SIDE (ONE).- IS' 515 OAK DRIVE ar Bsmt. 3' / \ G F Z r / /�,k4 -, SIDE (BOTH): 35 Yard) / \ Access / Sr lo, /I/A OWT5 R,40� I V Y11 (� REYDON SHORES DRAINAGE O l lyj 223 REAR: 50 SOUTHOLD (BAYVIEW) PIPE ` \ / ? C.O. O� TREATMENT o N.� �v O 3g / \ 4S. TANK o �� 4 2� LOT COVERAGE (ALLOWED): 20% (MAX.) HEIGHT (MAX.): 35', (2) STORIES TOWN OF SOUTHOLD i i 441 O ,$�` �\ / 23.s C \ rol_�� O ^° tCQ SCTM9 1000-80-01-34 TYPICAL O W I \ cce o„ \ / Pane't `� 1�'�_S« W, \ c� �v� HOUSE: 1913 SF I W I C(/ esory� / Blower �\ / / 8\ LPI W / GARAGE: 864 SF DRAINAGE / J ARCHITECT: I CO 2 \ 0 FRONT PORCH: 144 SF RING "' >I /\ �. \�` ,� o / Q SCREEN PORCH: 252 SF Undergroun�� 39 / REAR PORCH: 226 SF FREDERICK R. WEBER Q O O / O / Electrical �� TEST W �4 / TOTAL: 3459 SF 41 EAST MAPLE ROAD 411 ACC/ / \ Service tEX ;HOLE Ae GREENLAWN. NY 11140 52 NOYAC PATH 2' CLEAN SAND t ^' / r O LOT COVERAGE (PROPOSED): 1.2% �----- GRAVEL FILL-_______ I y /\ \ / \ /l ��\ °nt YOrd) U�U O WATER MILL, NY 11914 YARDS: (ACCESSORY SETBACKS) -Z' / \ / / .` (LOT SIZE: 40.000 TO 59.999 SF) TEL L31 154-5555 TYPICAL SECTION DRAINAGE RING of SIDE t REAR: 15' tweberarchitectagahoo.caa dry ` 8 ` `--- EXISTING CONTOUR FILTER CLOTH AGAINST 2 • o y ` \ hg / o � SEAL: WOVEN WIRE FENCE W/ i„ nJy � � W r.•_....., .,,, , . 2"x2"x36" STAKES, 12' OC °° � � � � / r �� � 8 . REVISED CONTOUR ' DRIVEN 16" MIN. INTO / NYT#4 GRADE, EMBED FILTER U O�j \ / Utility O a1 w4Y 8 �� NEW CONTOUR ;� CLOTH 6" INTO GROUND TRAFFIC SFS p 44/N 21.7 Pole ry Top CoaASPHt BEARING G g O w Y _ Base GRATE ,4 rFR 18/ O \ /l \� !U y FLOW - ,... PIPE TRENCH Q ` v � oo DRAIN TO 39 / O DRAWING = SLOPE _ _ r DRAINAGE RING O ry NG SCHEDULE z STONE 8" O C BLEND DESCRIPTION IVI- Al SITE PLAN CROSS SECTION CROSS SECTION 17/4 F 2.8 T A2 FOUNDATION PLAN SILT FENCE DETAIL TRENCH DRAIN DRIVEWAY o 'P A3 IST FLOOR PLAN REV.: AUG 8. 2022 BOUND HAY BALE USES p��cHG 223 A4 2ND FLOOR PLAN FILTER CLOTH AGAINST PLACED ON CONTOUR 0,4T 78 DATE: APR 25..2022 WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (I.5'-2' F,e . OO / A5 ELEVATIONS (EAST/WEST) 2"x2"x36" STAKES, 12' CC IN GROUND) DRIVE STAKES DRIVEN IC MIN. INTO FLUSH W/ TOP OF HAY ,�° A6 ELEVATIONS (NORTH/SOUTH), WALL SECTION GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE SCALE I" 20' N ti Al SECTIONS JOB NO: w202105 CLOTH C' INTO GROUND TOWARD PREVIOUSLY LAID / x AS FINISH SCHEDULE/ INTERIOR TRIM A9 CODE DETAILS DRAWING NO. FLOW` NORTH SI 2ND FRAMING (IST FLOOR) SLOPE _ „ .� �� ��� �� �� SITE F L Ti N � 2 S ROOF FRAMING (2ND FLOOR) Al V V V Ill 201-01t El ELECTRICAL IST FLOOR PLAN � U CROSS SECTION FACE VIEW 419' (t) TO �w J E2 ELECTRICAL 2ND FLOOR PLAN m HAY BALE t SILT FENCE DETAILS REYDON O Q� E3 ELECTRICAL BASEMENT PLAN OF A9 USFs A°gcFcc�,�G DRIVE ��TFR FREDERICK 24'_0" ROBERT WEBER ARCHITECT B A7 Porch Foundation Walls: 8" P. Cone. Found. Walls w/ (2) #5 Bars, Top t Bot. on �- 18"x10" P. Conc. Ftg. 2" i w/ (3) #5 Bars (Tgp.) —————————————————— --------------------------------, rrtJ 1 1 I 1 1 1 II 4„ I 5'-4" 2'-1" 4 2'-8 3 8 1 4x4 Pressure d Post On Br 12'-8" I I I � O I___ `r On Broken UNEXCAVATED '� 1 1 _� I �-- -- I Block Footing n I I r I1I-2 8,_3„ 8"11 4 P. Conc. Slab Outdo Pier to 1 I I Basement Foundation Walls: I w/ Cx6" 10/10 <► I a I I L_I I Showe r------- „ 10 P. Conc. Found. Walls w/ N 1 I WWF Reinf. ! _! I :•.•: 1 Support I Line I (2) #5 Bars, To t Bot. t I 1 = I I Slab/ Post I I # L____� I I_� _______ __-J _____ ---- i------� -- ------------------------------i Bars 3 oc Vert., on I 1 ----- I s } I 20"x 10" Cont. P. Conc. Ftg. 8 1 1 - 1 ----------------------------oo 4. / (3) 45 Bars (T L - r---------------"Bilco" C 5 -8" 12" Extension = I'-0" -6 I/2" I I/ Ln5' ' " ' " Total Length = 6'-8" t W I Drop Foundation I I r Grade Above Bsmt. I I I O 1 L 4 P. Conc. Shelf for Porch Slab = I I For Door Opng. _ I I Floor = 80" (Max88") I 1 I ------------------- - ----� -------------------------------T- - ----------------------°�---------i - I I O O • � I I I r---- c� - rI --- ------- ------- ----------------- ao r----------------- ————, L----------J (2) II 1/8- ----� I O I I I (2) II 1/8" Beam 1 I I II L__ I I _ P. Conc. LVL Hdr.(FIusN) LVL Hdr.(Flush) _� 11 ii1 J Pocket I Pier I Ir. 4' 12'-3" L-1.1----- -------- - o i 10, --- III' ; I III 12'-O" I t3'-0" I'-8" 111 I I I o I i I 8'-2" ' I'-II" I I 8" l" "I I'-9" 11 W j II 1/8" TJI 230, 16" o.c. Fan/ al I I I r I I Insulated Doors, / I I I _ � (2) 11 1/8' 11VL II v I I l I 1 I I I I w/\Weatherstripptri�=____; III oo =__= it =I I III I I I I I ' I I = I -III XIII ......................... I I _� q l�!2" TJ1 230, 16" I� c. l I l I I III z I'I III I t I I II r��` II > XIII t efen Floor for Tile t I " " I I I I I I I _V H0a(Jii )` Heat Above) III II �/8 JI 230, 16 o.c. II I II cy I'I I I I 1 L� r - 11 I I III III III I I I Z I - �7! I I (Cantilver to Bath/BR Wall Above) �+ i II 1.......•... I III oo I I bath/BR Lin I I " En tr- II Fireplace I1 BASEMENT II l/8" TJI 360, 16" o.c. = I I ` " ,I z 3 1/2 0 teel I l l r L I I I 32 xl6 I I Wa(I Above III Pippe Col inn on 1 II Base ' I I I I I I I Basement I 1 ' x I I 30"x30" 15" P. I II `-__ III = 4" P. Conc. Slab I I I I 1 Window (Typ.) I I N II I tl -- �, I I (Under Island) Z I I I 1 UNEXCAVATED I I I I I/2" TJI 20, 16" ;o c. 1 1 Conc. Ft w/ I I JII w/ 6 x6 10/10 I I I Kitch n XIII I I I I (3) #5 Both Was _ I _ __ WWF Reinf. O : Island Above: r`+ I I i i % ,q� A I I I, I y - (I I I I I I A7 j 10 i..-, 10 5 r e,+ 13 6 I v -�_ II 20 -6 o x I I I 13'_6' r 3�' -, 10'-5" j - "I 22'-6" j i �_ n \ I L ,_ n L__ S i u 1 8 i ��T t Hot Wate I L I I - " O I -----i I - I I I z l I 1 n 3 1/2 o Steel O I I I v I I I I I O tora e -----, I I CC, - 1 1 I I , DRAWING TITLE: �, I - ? 9 I I I I iv X - n Pippe Column on I I : : _ 1 I 1 (3) 11 1/8" L L F.J. I I 5" P. Conc. Slab I I P. Conc. - I O I. I I cv �-+ 1 I II 30"x30"xl5" P. O """" '' ° Pier I J ++- I I IlConc. Ft w/ � I I O L�!� ------------=-=-=L I w/ 6"x6" 10/10 v 8" LF4 g 1 1 I.I - -r I WWF Reinf. I 1 `V 1 11 1/8" TJI 23 . x 1 . 1 IC' O.C. j I I II(3) 4 Both Wa\W �_x I I Q I I 1/2"0 Steel ' I I , FOUNDATION 1 - II r-+I+-, ...........: IIIPitch to Overhead Doors� i I - ����� �•��� i e Column on iv II ropane- O_ I. I W 00 x 30 Gird6 (Nailer R � I I ' I I I I II red=- --------- I I==���- - -------------= IIL=:—:—:� . ._ -1--_-:-:—: x l.t "x30"xl5" P. `�' I T aler I, I (2) 11 7/8 LVL F.J. p I! n -�- � -_---„------- I r----------- -"---I -�-�-I-- --�- -----+-, I I Q I I one. Ftg. W/ 1 I 1 I I I I I I I III I - I.I 3) 45 Both Ways I I I I cr- III 4 X II13'_4, 5'-l0" II iri----J r L�'+'� —J 11 1 I I I I l i - I I 11 I � = u 111 III O I I I I i r2 IIa -, (1) Treads 810" II u_ `" z I I II 1/8" TJI 230. 14" o.c. III I I I I I - j (20) II l/8" I�I (3) II 1/8" LVL F.J. I '11 :(2)! II 1/8" LVL F. I I I I.I I I i I i I LV Hdr.(Flush) I:�_____ _______________ _ __-_______ _ I > I 'I I I I I I I I I I I 11 � III I.I I 1 I I `~ I II �/8" TJI 23 D. 1. 114" o.c. II L-__-j 11 I'I III I 1 I I JOB: I I I,I 11 I Up aunch �n III Beam i 1 I I 101, 1 I I Pocket 400 Amp Fan/Cal I I II 11 �, H Slab o I I I (T ) t. I 1 1 I I �`--- NEW RESIDENCE Electrical Under Center yp III I 1 Wall of Stair III _I---- ___ MEEHAN Service III ao II L O - -------- - I I I O I I I ------------- ---�-, III gg I p !2) #5 Bars 515 OAK DRIVE O I III Sillr Withinn3ow8" i - r---- ----- i 1 i "' (Extend Is" REYDON SHORES I II II i - I 1 1 1 _ Beyond Opng.) SOUTHOLD IBAYVIEW) L__________----- , I p Water (y - I I I I I I M I 'I of Floor I r- - , I I I I �,- - ------- I I Service II r_-:-:- I I I I I III I I 1 = 1 13 I 8" I 6' 4" I 0" I I O #4 Stirrups 0 1 I II - --------- ------------------- -------, 1 I = a 12"oc TOWN OF SOUTHOLD CO 1 --- ------------- - 11 = 1 _ _ I I I 1 I 5CTM# 1000-80-01-34 I I r--------- _ U I E O I I I I I `� (ExtendB8rs _______ ____- ► 4" P. Conc Shelf for Porch Slab i 1 II l/8" TJI 230, 16" O.C. � o- i I �+ i I 1 1 I I Beyond Opng.) ------------- 1 I I ARCHITECT: 400 Amp Underground I I j 4P 1 I � _ I I L_ Iv 3„ 4„ 3" Electrical Service I 19'-9" 0" 12'-4' I 0" _ 1 I - -------------------- I -� -------------------- To Approved FREDERICK R. WEBER Sanitary System 1 I ! I I _ ______________ 41 EAST MAPLE ROAD UNEXCAVATED 1 L--------------- \�8" _______________ )----J �' Areaway for Egress GREENLAWN. NY 11140 Window, Gravel Base Garage Foundation Walls: CONCRETE HEADER (TYP.) 52 NOYAC PATH -_-_JW/ Drain to Drywell, P. Conc. Found. Walls w/ 3/4" = I'-0" I I I I_________________________________ ___� 1 1 F--- ----------------- Ladder t Hinged (2) 45 Bars, Top t Bot. on WATER MILL, NY 11914 I.. L -- — ----- --------------------- ---- J...I I Grate Cover 18"x10" P. Conc. Ftg. 1 ------------------ --------------- ------J I w/ (3) #5 Bars (Tgp.) TEL L31 154-5555 L------------------ _ - - ----------� FweberarcMte 54-5555 ! _ ne of Step_' _ Basement Foundation Walls: 10" P. Conc. Found. Walls w/ (2) #5 Bars, To t Bot. t p SEAL: 'r #4 Bars 32"oc Vert., on 20"x 10" Cont. P. Conc. Ftg. w/ (3) 45 Bars (Typ.) r Ist 13'_3„ 4'-0" 6'-4" 24'-0" Hinged Alum. rate , B `��QI/�0�-� Cat•`'�i�- C�/l��'JB7� Bluestone _ / Cap 1 _ NOTES: P. Conc. Egress Areaway +1 o o Windoij I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER ¢ Alum. oo ' PARALLEL PARTITIONS AND AROUND ALL OPENINGS. Drain to i0 Ladder r- 2- CONCRETE TO BE 3500 PSI AFTER 28 DAYS. Drywell - REV.: 3- ALL WALLS SEPARATING GARAGE FROM HOUSE Note: Window SIII TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) " „ ' Bottom in ' to be 44" Above 24 x 28.15 �., � Bsmt. Slab )Max.) DATE: AUG S. 2022 4- ALL STEEL GIRDERS BEARING ON P.CONC. Plastic Drywell Areaway FOUNDATION WALL TO HAVE 4'x6'xl/2" B.PL. (UNLESS OTHERWISE NOTED) 2 (NDS FWAS24) � LT B t" SCALE 1/4" = I'-O" FOUNDATION PLAN � JOB NO: w202105 5- ALL COLUMNS TO HAVE 6"AO"A/2" B.PL. A (UNLESS OTHERWISE NOTED) It—oily EGRESS WINDOW DETAIL DRAWING NO. 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 1/4" = I'-O" I- STEEL SHALL BE ASTM A-36 (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST RISC SPEC. OF A9 6'-4" WINDOW SCHEDULE 5-9" (bg") ALTERNATE Area FREDERICK LIVING ROOM WALL 13'_6" 10'-4" 24'-0" Unit Model # R.O. Opng Egrese ROBERT ® ADH3250 3'-2"x P-0" Yes WEBER 2'-8" 15'-8" 2'-8" © ADH2644 2'-Vx 4'-4" No ARCHITECT © ADH2438 2'-4"x V-8" No B Q ACRD20 2'-0" 0 No Al O ACW2840 2'-8"x 4'-0" No AAN2020 2'-0"x T-0" No 2x6 Studs /'- � Plastic (16 oc) I � rainage Ring / O AAN21020 2'-10"x 2'-0" No -1 w C .:.. I HO BASEMENT 2'_8„x 1'-4" No .......... = ---- - - ----- ----------�- -------- ----------�---------- -------------------------- Plywood 2" Closed Cell Sheathing Spray Foam I I 8'-8 I/ 3'-2" 3'-2" 8'-8 1/2" 0 Insulation I 1 IT_ L I 3 1/2" F.G. - ; ; I I D or 1 Model Numbers Refer to "Andersen" A-Series, PG50, Batts (Unlaced) `i' p 0 I I _ 1 Low-E4 w/Argon Glass, Simulated Divided Light W i i 1 1 v PATIO O I ' Shingled FRAMING CORNER 4" 2'-8" 4" 3'�S" 4" Enclosure, I CR I H i OUTDOOR HOW O Open Frame Interior ' (Blu st ne, (B ueston I I ® ® T n an om Rect.) ; Ra o c I 1 Step On Bench U 1 I I El------------- -- I1 ————————————— — i / Bdcb" Cc�\ ; aF - -- DOOR SCHEDULE W 1/2" 1/2" 6 2, 6, �i -0" 3'-8 1/2" 3,_2, 3 _2„ 3' 2 I/2" I, 4,_ 1 , : 2„ _4, I I Unit Model # Width I Height r --------------- �� -a' I I Front Door w/ Sidelites 3'-0'x T-0" (Door) -I 2'_ In = 2 I I IO "Simpson" ,- " " Simpson (2) 1 2 x 1 0 (Sidelites) Shed Dormer i= i i i c o O i pson" 50 (LH-OutSwin )) 2'_8'x l'-0' (Door) O - I I I I i i m (4 Pane Glass-Top, I Panel-Bot.) O I 1 1 v i� i �, O n - 12 Extension I i ----J W Sink `- _ _ i I I cam+ --- 1 I �' O (4"Simpson". GlassTOo ILPanel SBotJ) Z - `v 10' 6 I 1 `�' ' ' 32" I 1 zo 0 3 P 2'-8"x T-O' (Door) N-4 o Built-in w/ Clad Ultimate Slidin French Door IR.O.) I111 1Self-Closing 1 1 �,0 it "Marvin" CUSFD12010-OXXO-RH IT-O" x T-2 1/2" Shelves Above u, I I 3' Wide I O n 1 1 � 20 Min. Fire g6" 4" 2'-2" 12'-4" 8" I'-10' � t! I I P g I I " Door >MUDROOM 32 I I I � I � I I � I I � �` 1 Clad Ultimate Door fR.O.) x 1'-2 I/2" _T l I 1 1 I I (Tile) 1 I 9 W I i FI sh Ston I 1 I ; -' 1 I Verify Operation i I I Hearth I I I , °0 I -------------- * Alternate W l i v 42" IC din I Ceili I I i Island Ref. ` ' Firebox 1Ridg I�, Line of Ceilin Break Above I _Ride 1 1 ' Benc6o -g----------- ;n g =; -� MASTER BEDROOM j Ln o 1 N 11 _0 i „ Coat i I � (Oak) j I GREAT ROOM -'� 1 _� I I i I 28 Hook 1 ' i I=in I = , KITCHEN - I 1 I reesta din TH - (Oak) I I I I I l e O r o A © Tub - „ i e 4„ `� 15 ;2„ I i c' 20'-0" j „1 03,_0„ O 4'-0 41_01, _ 3,_8„ 4"2''0„ Clothes GARAGE \ 1 i rnp Pole w/ I I = A Al �`' i �y U I i (2) 18' OATS (2) 13" (3) Car �� I I bo V Al 10' 6 I �, I I I I O crl Shelves Ridge Above 1 1 x o 0 _ I Built-in w/ .� I= I .� 1 1 Sink - ----- ---1 - ------- --------i� I i DRAWING TITLE: TV Above 1 iL 100 �- I IL 11 i I , I I IST FLOOR -8" I 12'-8" 1 I I5" P. Conc,�SlabI C #IA ) 15 j i , I I 3 - I i (5) 18" N32�'LL I Lower Sink w/ 6"x6"�10/10 j i o-O I I ' Sh lees Cabinet WIA Reinf. I i (5) I6" cn 1 1 , I I I I v WO , Shely Is i i d 32 -------------------- Sink Clothes / ---- Drop Header -------` 1 1 She ves I Pole w/ , / 5/8„ T pe "X„ I L-------------- ` P ,�, y I O P d Shelf Above a WB, Walls I I I , 1 ,00 , Ceiling (Seal I O �' I i 1 1 �-+ Dbl Dbl. 30" 1 I ' I I 30" - off Garage) CN Ha ging , l•C. Han ing I I - I _ I I- PAN RY ��Qi +u '7 I ,�.`Q/ (Oak Desk iv i `°; o I I lu (Oa ) -00 W I Countertop i I -------------- DbIF :His /cam+ Her I. = ro , 1 a F ntl I Hang'ng: i� 10'-6" Han rng „ (NIC) - II'_O, 4" F3'=44 5' 10 <-+ F1 10'-8" 2'-4, 0 13,_O, 4, O„ 6,_ Load I �i 23 T0, JOB. / 1 1 N � Up 16R 110 D Up r > s o NEW RESIDE CE .6FOYER I 1 (6) 24" i �a�et i i m0 MEEH,AN ..........Zellvlej; `��/ . Be ch (Oak) (Oak) Sheves helves ' - 1 ' _ 30' i _ ' I 1 x '� REYDON SHORES �, 30" DINING: ROOM o[I 1 v SOUTHOLD (BAYVIEW) rt, D 5 6R it : _� COA S © > 36 : I - 3 -2" 1 I TOWN OF SOUTHOLD O'er © _ Dn - �' o ir0 SCTK# 1000-80-01-34 a ,- ACJul UC # I I D i v I �-- - ARCHITECT: A A iv I I I ' L i 1 4'-6" 2'-6" 4'-0" 3'-8 I/2" 3'-2" 3'-2" 3'-2 I/2" - - - - - _ 1 FREDERICK R. WEBER °0 41 EAST MAPLE ROAD 161' _q„ q„ 6„ cti Bluestone Cap GREENLAWN. NY 11140 �9 ' on Egress Areaway `' Wall w/ Hinged Gate ® ® 52 NOYAC PATH R ndo - I Ladder WATER MILL, NY IIRIb I I I i I I -------- ------- ---{{��}}-- ----------L��---------= -----® A A ------- ------ 8'-8 1/2" 3'-2" 3'-2" 8'-81/2" TEL 1.31 154-5555 6"x6" P.T. Post w/ fiueberarchitectsphoo.com 10"xlO" Versatex On Step Enclosure, Strap to Fdn. t Header (Tgp.) 9'-2 4 6 SEAL: 3'-8 1/2" V-2" 3'-2" 3'-8 1/2" 14'-0" 20'-0" 14'-0" 10'-4" FRAMING NOTES: ,B� I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD SQUARE FOOTAGE: TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. IST FLOOR LIVING 1913 SF ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN V WALL OR AS SHOWN ON DRAWINGS. 2ND FLOOR LIVING: II15 SF REV.: 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. i TOTAL: 3148 SF PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: AUG 8. 2022 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. GARAGE: 864 SF 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. FRONT PORCH: 144 SF SCALE : 1/4" = 1'-O" IST FLOOR FLANSCREEN PORCH: 252 SFJOB NO: w202105 8. ALL FLUSH (WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. O COVERED PORCH: 226 SF 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL �A STORAGE: Unfinished AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. S (Over Garage) E: 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D o 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. 1/41 1 / _ 11_O„ DRAWING NO. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A3 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ° 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF A9 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. WINDOW SCHEDULE Unit Model 4Area FREDERICK R.O. Egress OpngROBERT ® ADH3250 3'-2"x 5'-0" Yes WEBER © ADH2644 2'-6"x 4'_4" No © ADH2438 2'-4"x 3'-8" No ARCHITECT B O ACRD20 2'-0" 0 No Al O ACW2840 2'-8"x 4'-0" No O AAN2020 2'-0"x 2'-0" No 48'-0" O AAN21020 2'-10"x 2'-0" No W OT-8"x 1'-4" No 0 20'-0" 14'-0" Model Numbers Refer to "Andersen" A-Series, PG50, (Gable Width) (Gable Width) 8'-8 1/2" 3'-2" 3'-2" 8'-8 1/2" Low-E4 w/Argon Glass, Simulated Divided Light ROOF 3'-1 1/2" 12'-1" `'' 4" 3'-1 1/2" Window O O (Shed Dormer Width) Pan DOOR SCHEDULE 3'-8 1/2" 3'-2" 3'-2" 3'-8 1/2" 3'-II 1/2" T-10" 2'-10" 3" T-10" 2'-IC" 3'-11 1/2" 3'-8 1/2" 3'-2" 3'-2" 3'-8 1/2" I It 6 It p Clerestor Windows I . Above) (Above) I I Unit Model #t Width t Height ® ® O O O O ® ® ROOF I OFront Door w/ Sidelites 3'-0'x 1'-0" (Door) LP j v I "Simpson" 12) 1'-2' x T-0' (Sidelites) "Simpson", 1504 (LH-OutSwing)) , (4 Pane Glass-To I Panel-Bot.) �, I I 2 2-8 x l-0 (Door) C1, �-, Tray Ceiling I I I Shed Dormer I I I Tray:Ceiling 1 I I i p' Pitch I Flat Ceiling I Pitch I I I I itch I Flat I Ceiling I Pitch 1. I 0 (4 iPanenGlass-Top, ILPanel SBot.) 2'-8'x T-O' (Door) ao OI ° ° I —� I I I I 1° E I I I I I I I I I \ I I "Marvin" CUSFD12010-OXXO-RH IT-Or" x T-2 1/2" -,;, I I I I I I I \ I ® Clad Ultimate Sliding French Door (R.O.,) I I I 20'-0" I I I 13'-O" I " _ 10'-4" 24' O" i 1'-0 I 05 FO 0 910 � N x 1-2 I/2" BEDROOM 3 Clad Ultimate Sliding Door (R.0 ) rT� w I I I I I I I (Oa ) Verify Operation I I I (k I I I I I I I I \ I I I I P oFde I Ceiling I (Ceiling ....(..._.II:I�:a.r.k.�.)..•.•.\..y�'8��_:%`._`�c-•'\�"n-...•'1••jILIIIIII1 :�'-O.•_3'\0.-/'.. oon, " II�=�_3 i�u-'-8O"1IIIIIii1 - Line n-e_�o f Ceing Break i rIIIIIIII tIIIIIIIII R-i d;, I eS g llI i1 2i1\p4o'_'•:•.\33'J:•IIIIII2I.._�."._4, •.\/._.�\.iIf./�'�._-.':\-•-'�:_�''-.._-�:r(�III�I-_--_-------__--,I1I AIN --t-O•*� 22 -LIIIIII- r ----------- ------------ BEDgOOM 2 in 31-4 UPPER LIVING /428 28 A 8 eihng - 1IIIIIIIIi1IIII I n A Sgl. Hanging Al Ridge --- ------ ----------------- NDRAWING E S TITLE:� ...................... . . ......... i i ` 12'-8" 3 -8° ROOF Tray lCeillr /;_ Pull-Down HALL I 2ND FLOOR i Future Hall °' Stair (Cente8 gellinr (Oak) in Hall) ................ W.I. ---- ------- ----- - - ------- -- id9all Drop Header Ridge 4 � '-0" „10 -8 2 _4 3 _4 g Hanging Rail O„ JOB.00 8 Ceiling 28 (oak) 3' FF, 4v\ 4" I'J " EEH4N � :" 11 Teas 0" -2 515 OAK DRIVEIATI REYDON SHORES Dn. Cll. 2� SOUTHOLD (BAYVI E CW e Roof )16R 2'-0 4" TOWN OF SOUTHOLD ��;Ijqxe 2 9 Han ing SCTM4 1000-80-01-3E 4CL- Z4 BEDRO M 4 _ I o lOak ARCHITECT: I A 4'-10" 91_4" 5, 10„ I I 0D I I I AO (Above) itch Flat Ceiling Pitch) I FREDERICK R. WEBER 3'-8 1/2" 3'-2" 3'-2" T- 1/2" 2'-8" 5'-3 1/2" 2'-8" -8" 3' 0 1/2" 1 1 41 EAST MAPLE ROAD Tray :Ceiling i GREENLAWN. NY 11140 ROOF r = (-A ® 52 NOYAC PATH WATER MILL, NY IIg1G ® ® 8'-8 1/2" 3'-2" 3'-2" 8'-8 1/2" TEL 431 154-5555 %A, 3--2" bove) foeberarchitectsgahoo.com 3'-8 1/2" 3'-2,. 3'-8 1/2" SEAL: 14'-0" 20'-0" 14'-0" 10'-4" 24'-0" FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER � 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN, THICKNESS. ALL EDGES OF PLYWOOD SQUARE FOOTAGE: TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH TRIPLE UPRIGHTS. 2ND FLOOR LIVING: 1115 SF ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. REV.: 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O_C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: AUG 8. •2022 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1, DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 2ND F (J—. 00RFLAN JOB NO: w202105 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Z 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 0e 12" O.C. INTERMEDIATE. DRAWING NO. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A4 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ° 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF Aq 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS`AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. 3" Thick Bluestone Cap Stone Faced Chimney Ix8 "Versatex" FREDERICK Rake Bd. w/ \ Ram's Crown i ROBERT Ix6 Freize Bd. Asphalt Roof ShiriqlabWEBER (High Wind Nalling) 12 - ------------------------- Ix8 "Versatex" Rake Bd. w/ 00 D ARCHITECT Ram's Crown i Ix6 Freize Bd. ` --------- \ fi ----------------------- t --- — — fi ----------- ------- — 1 -,' - ----- `�- --------------------------------- / I\ . \----- o 12 rT, w ' ® ® I I v Ix8 "Versatex" '' ` 1 S ndln Sea ` Fascia Bd. w/ ,' ` I I I I M tal of I I ix8 "Versatex" ` I L.C. Wind Pai I I `r I Half Round , \ i -- -- - -- - _ -- -- - i -- - -- _ - - -- - -- -_ - - -- - - i -- x8 -"Belt w-- in_e: -are -Crown �^ =- . _ Half Fascia Rouund w/ Alum. Gutter __ _ __ __ _ __ __ -- -- - -- =- - -- -- - -- - -- _ - _- -- - -- -- - - - -T -- ----------------- -- Alum Gutter ---------------- ------------------------- ------------ -------------- ----------- -------------------- -- -------------------- I� 1 I I I I I I I I r---- ----------------------------- r I I...I ................ ................ I ... ............... . . ............... .. ............. .................. ................... I : :.............1..1.:................ ................: :.. .I..Stfa PO I..I.. :..............: .... do Heade I �� I I I ( I I I x I eP3ateX ( / 1 I O O I. I E I 4x6 PT. ost, I I I CasingI / 1 1 1 C C C I I I ( Bronze : reening in Maho Frames Encase :in 8x8 I I I E 9 . I ".Versa:te Enclosure I I 6 I O I w �: I I I I I I i ® ® Outdoor Gate I I I.I f 4 I I I I i co i Older ` I I I I f I I I Xed Cedar I Door I I I I i f i I I I I ewa In I es. I .I !........ : : l I I 6 Exposure . . . ........... I. I ........ Shingle -- t I Flare — — — — — — — — — — — — — — — — — — ---- --------=------ --- ----- -------- ----- - - -- ---- -- --------- - --- - -------------- -- ------- -- - I ov 5 -4 I I I I I I II I I LJ---`__1J I I I I II II II II I I i I I I I I II II II II I I I I I I I I I I II II II II I I I I I � I I I I I I I II I I I I I I I I I I I I I I I I I I I I p I I I I I I I I rJ L-1 I I I I I I I I I I I I I I I I I I w L__� I I II II II II I I I I I I i t II II II II I I I I I I I I I I I I I I I I I I I I I I I I II II II II I I I I I I L---------- ' II • ------------ 11 --------------------------------- 11 -------- --- II 11-------1-I----� I J L -------------------�I tl-_ ____________-___-__________--_---- ��-- -__--_____---_----- �l_____�1__------ J L -T T-- - r 1--T '1 _j WESTELEVATION LE \ / ATIO �I�l DRAWING TITLE: Y I ELEVATIONS 12 \ JOB: (Nighind Nailingi 12 ` NEW RESIDENCE ID 12 MEEH,4N 1 —————— ——————————————— — 1 _ ` 515 OAK DRIVE • � REYDON SHORES r ----------- ----------- fi - ------------------ t ----------- ----------- --------------------------------- ---- - SOUTHOLD (BAYVIEW) -- p it I \ -,' --------- \ Ix8 "Versatex" ---- \\ IRxGm Rake Bd. w/ TOWN OF SOUTHOLD Fre a Bd. \ SCTM# 1000-80-01-34 12 �' \ 3 I/2 O O O ` ARCHITECT: A I „ A A I A \ FREDERICK R. WEBER 41 EAST MAPLE ROAD _ GREENLAWN, NY 11140 I I ' \ Ix8 "Versatex" d. 52 ____________________ _ alfiaBw/ WATER MIL PATH Half H Round -- -- - -------------- - Alum. Gutter ---ix8'Belt�ii ace Cr-0wa---- =------- -------=------------------- ---ix8"Belt w��hin a Flar�i Gr-own--- ------------- ---� -- __'______________________________________=====1- 0 TEL 431 154-5555 Pweberarchitectsyahoo.com amsTown— ---------------------- ----------------------T ..................... . . ..................... ..................... I Under Ix .1 tra ost ....................................... . ... .... .. . . .. r - i I to Header II I I SEAL: I I lil \ I I r I D ii \ i I 5/ x O "ver Atex" I I L_ I.I I I "Ver at Redear ® II I x O Sidewall Shi (l Post, 6" Ex osure ncase a ere Te s. ) Ae r eL—e ® OO i ew s f x o ure IxColumn _ „ „ - -„ , „ „ rt ______________==�== -____________ ____ =1 === _====__====== ===================-- Shingle - Flare - -------- -------- --- ------------=---------I--- stone e Ve ch I I I I I T-2 I II I II � II I I I 20'=0" I 141 :011 1 1 1 1 10.'-4" 24 -0 REV.: II I II I I DATE: AUG S. 2022 II II L_ II II I 1 1 I I I I i I i i i J L i SCALE : 1 4" I'-ON I I I I l I I I I I I I L---J l i 1 1 JOB NO: w202105 1 ------------� I -------------11 I I I I ��-----=--------------------11 I I 1 I I DRAWING N0. rJ L T---------------- - --T--------------------T--- -- ----------------- ------------r-- -- T-- -- T I I r- I I r- ---- I r--------- T----__ 1 1 L_-_l L _J -----J L---- L---- L---- A5 EAST ELEVATION OF A9 Stone Faced Chimney FREDERICK -------------------------------------- --------------------------r ROBERT I it WEBER II II I , ------ ---------- -------- -------- ------------------------ II ARCHITECT II \ II II - -------- - -- ------------ ------Tr-------- / \ / \ Q - - - -4 - I \ IFuture Hall 1.1 bathroom 3 1 1 \ 12 I 12 3 1/2 I - 3 Ix8 "Versatex" Fascia Bd. w/ 14 Half Round Alum. Gutter ----- _____ — — v--------- I , W ' ---- i I I . ..........................................................................................................................................FFM ... ........... II I FN91 10 91-F. El w 07 9 -9. II I II I I W II I I I II I I I I I ge, t I I 12 3, I I I e d 1- -- -- I I I I I I I I � �:�I I .•' I I I I I I I � ���I a•,. I I I I I I : ::�I.•'• I: I I I I :. ... I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I —— ——__ I I I I rJ-J--r-L-L--------- r---- , --- ------------- ------i ------3" Thick Bluestone Cap NORTH ELEVATION DRAWING TITLE: ELEVATIONS Stone Faced Chimney ----------------- ------------ -------- -- ---- ------------ -- -- JOB: NEU1 RESIDENCE MEEH,AN ------- 515 OAK DRIVE -- ------- ---- ------------------------------- -- ------ -- REYDON SHORES SOUTHOLD (BAYVIEW) TOWN OF SOUTHOLD / x SCTMS 1000-80-01-34 I "Versatey" Red Cedar Casing SNdewall Shingles. ARCHITECT: 12 I ........................ I , Ix8 "Versatex° 3 � - _ - - I 12 FREDERICK R. WEBER 41 EAST MAPLE ROAD Fascia w/ 3 I/2 GREENLAWN, NY 11140 Half Round --' L-� � � Alum. Gutter I I 52 NOYAC PATH — ------ -- —— —— —————— —— — --- -----= - -- _= 1 WATER MILL, NY 1191L J i I I TEL 431 154-5555 f weberarchitects phoo.com I Bronze Screening I I 5EAL:,, in Mahogany Frames �- meci Cedar : :...................:.:....... .. ........ c , 6x6 P.T. Post, I ewa Shingles. Enicase in 8x8 © w, Exposure "Versatex Enclosure I I I -r• - - 4 - - - ---------- ------ -- ---- ------------ I LL_1_:1 J I I I I I I I ==J L1-_____LJ I I I I I I REV.: I I I I I I I I I ...............................I.........I I I I I DATE: AUG 8, 2022 SCALE : 1/4" = I'-On I I I I I I I I I I I I JOB NO: 402105 I I I I I I i I I I I I I I I I I I i t I I I I I I I I i I i t I I �� LTJ i------------------ fi1--r-------------------i-T--L L_j=---- -- DRAWING NO. L---L-- I --1-----1--------J L SOUTH ELEVATION- 1/4" = 1'-0" OF A9 II 1/8" LVL Ridge Asphalt Roof Shingles, Strap Ridge 12 (High Wind Nailing) Shingle Underlayment 12 FREDERICK (Per Manufacturer) ROBERT 5/8" Plywood II 1/8" LVL Ridge 2x10 R.R. 16" cc Strap Ridge WEBER 6" Closed Cell Spra 2x10 R.R 16"oc Foam Insulation ;:: 2x110 R.12., I6"oc 2x8 C.J;, 16"oc ":.:;;;. ; _: '' Asphalt Roof Shingles, Ice Water Shield 2x8 C.J., 16"oc (High Wind Nailing) a RooF Perimeter _ •`'�:�?.:. - I�_ �� Shingle Underlayment ARCHITECT "Hurricane" Strap .:::" '`:::::::: ;'' (Per Manufacturer) on All Rafters _ 5/8" Plywood Plgwd. Sheathing - to Lap Wall R 2x10 R.R., IC cc 0 Ix8 Fascia Bd. �+ ...................... .......................:............................................_ 1/2 Round - Alum_ Clutter ...... ............ .......................:..................................... ...... : : 2 I Ix6 TEG Soffit Fmil'F[H] FMI . 5/4x4 Frieze Bd. BEDR 2 -i -ao = -' STORAGE Ice t Water Shield _ - = Roof Perimeter - BEDR 3 ao BATH 3 12 Cont. a Window Head O Unfinished .. .............. ............. ............................... 6 " " 3'-2" " 12' .8"" 3'_2" 6" - _ - „Hurricane" Strap 3 I/2 on All Rafters II 1/8" TJI 230 FJ., I6"oc :r I'- 3/4" PI wd. Subfloor Plywd. Sheathing :. y 3/4" Plywd. Subfloor to Lap Wall R ......... . • 16" TJI 560, 16"oc (29 Ix8 Fascia Bd. I/2 Round w (3) II 1/8 LVL w/ (2) II 1/8 LVL w/ `* Alum. Gutter II II ' I (2) I/2"x II" Stl. R (I) 3/4"x II" Stl. R I Walls (Typical): I Ix6 TrIG Soffit n Cedar Sidewall 5/8" Type "X" Shingles I GWB, Walls On Felt = �n 3 I `� Ceiling (Seal i 5/8" Plywood Sheathing Eli , 1EKIT EN off Garage) V L 2x6 Studs, I6" oc f1ASTER BATH I MASTE DROOM `�' AT R00 POWDER MUDRO M V L 2" Closed Cell Spray Foam Insulation (R13) I ' O 3 1/2" F.G. Batts (R13) I '- �� - I 6" GARAGE: o Cr 5/8" Gypsum Bd. I II 8' TJI 360 J., ICoc II 1/8" TJI 36 F.J., 16"oc 9 I/2" TJI 230 F.J., I6'oc II 1/8' TJI 230 FJ., I6'oc Shmcde Flare (Typ.) Alternate 44- Radiant 3/4" Plywd. Subfloor �; 4 I 3/4" Plywd. S bFlocr f2) ` Block U , Tile/Mudset 5" P. Cone. Slab 5/8 ;x6 Pressure Treated Shc, - 1 ___ - 6, I tr b WWF Reinf. P A.B.. 16", 32" cc w/ x • O/10 Copper Termite Shield I• 4" Closed Cell Spray `" New 4" "Roxul", •;I Sill Seal dl Foam Insul. (R26) m (For Fire Protec ion) Box-Bay Area el Metal: X-Brdg. 3 1/2 Steel Pipe I I I ® Midspan Col, on 36"x36"XIC I I New Foundation Wails: I P. Conc. Ftg. 1 t 10" P. Conc. Found. Walls w/ I I I 94 B Bars, cc t B., p O BASEMENT 'I w �4 Bars 32"oc Vert., on I , I II 20"x 10" Cont. P. Conc. Ftg. I •I, w/ (3) u5 Bars (Typ.) I I I � I 4" P. Conc. Slab w/6"ic6% 10/10 •�I• WWF Reinf. II II •;r • , I II I I I I I I , L-----J L-----J L-----J N DRAWING TITLE: S E C. T 1O A SECTIONS 1/41, = I'-O" Ridges to Align ---T--- -_� -- ------- -- - ---- -- - ------------ --------T, =-r= _JI II II 12 II II IL I - LL-JI----- .:::::•:• :.. --------- ------- 12 -----1 ——— I I 8 2x10 Cont. j 6" Closed ell Spray Rafter's, Both I Foam Insul tin (R39) Sides of Dormer, I JOB: overlay Rafte I NEW RESIDENCE 1'I O'I 2x10: R.R., 16"0 2x12 ° Shed. DormerI T : ATTIC 0n 2x10 Dormer MEEHAN ... -- Rafter, 12"oc I I 2x10: C.J., 16"oc :k:. - - ------------ r 515 OAK DRIVE -.::.: ---------------�- REYDON SHORES " SOUTHOLD (BAYVIEW) l VL Hdr:................. ..... LVL Hdr. � i �`\\��� TOWN OF SOUTHOLD SCTM# 1000-80-01-34 °0 int �, p (3) 5 1/2" 12 = ��/ re �\ °o� LVL Hdr. ARCHITECT: bD 3 1/2 Rail �' �., �� �� E—Clerestory r Bo . Window FREDERICK R. WEBER 1 - LOFT �' cam \ 12 41 EAST MAPLE ROAD 3 GREENLAWN• NY 11140 f r II - 52 NOYAC PATH I ........ . : . ........ ................................. WATER MILL. NY 119'16 TEL 431 '154-5555 tweberarchitect 9ahoo.com I ( 9 14' . .................: . .........�...... (3) II 1/8" L L Hdr. 4„ Crown I: s LVL Hdr. Ixl2 Frieze Bd. I v R _ - 5/4 Blocking I SEAL: . (Shingles Behind) I I OC I �;• ,J 12 I i FRONT PORCH �\ i FO ER -� SCREEN PORCH 6x6 Pressure Treated Post, I I I I I "Simpson" NPB66Z Post Base I I II 1/8" TJI 360 F.J., I Fireplace "Simpson" LPCZ Post Cap I �\� 3/4" Plywd. Subfloor I I ' Bluestone \ I Bluestone -- -- -- -- -------- ---- y •I �I •�ti ``' 'I;� � 4" P. Conc. Slab .. 4" w/6"x6", 10/10 u, I WWF ReinF. REV.: i I I - q ' I DATE: AUG 8. 2022 I I 4" o � BASEMENT I . I I —O SCALE " I I I I I I 4" P: Conc. SI b JOB NO: w2021O5 I I w/6"�c6", 10/10 I I I� WWF Reinf. jl DRAWING NO. .II. r L----- L-------------- A7 SECTION 13f3 1/4" = 1'-0" OF A9 FREDERICK F I N 1 S H V C H E D U L E ROBERT WEBER SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT.1 REMARKS Q � y c m a ARCHITECT W cn u7 v7 U z z r- c tn � c Q � v F— _ m \ _ _ z \ cn m in m z O ~ < W U p " U-) 4 W p W "' z W W z 1 O O O W Cl a _ Z x m m z = �t W W Ica U -� (� \ J ac J f, o cn w2 O O O z W w oc <r c� ry m o Q a oc _1 (Z m oc oc o- 0 ` U W W fA U Z . < � it \ w (L cUn � v o z �- m Q �? U � � � w W O w z >- Q \ - z z w rS ; W w p z z Q J Z p z z 0 0 -► _ X O O Q ¢ w o a -' W 2 O W v u, W O oo v I- U _ z U n •r tt z 0. > _ � � p U m U �7 in X > U z FOYER (Coats) ® ® 0 0 9'-0" Paneling to 38" Hgt. GREAT ROOM ® 1 e 0 0 e Varies W DINING ROOM 01 1 1 1 1 0 0 0 0 9 -0 KITCHEN E 1 0 0 e le 0 91 1 0 PANTRY 0 1 10 101 1 0 MUDROOM (Coats) e 0 ® ® 9;=0„ Vert. Bd. to 66" Hgt. r 1 POWDER ROOM e 0 8 0 e e 0 9 O Horiz. Bds, to 42 Hgt. w j LAUNDRY ® ® 0 0 — OFFICE 0 0 1 101T-0. (---� MASTER BEDROOM ® 0 0 8 8 91-01, MASTER BATH 0 0 0 © ® 0 9'-01, V-�1 MASTER WIC 1 el 10 0 0 191-0" �1 FRONT PORCH 0 ® 0 9'-0" REAR PORCH ® e ® 10 . 0 9'-O"- 1 5 3/4 " COVE -4 1/2 COVE SCREEN PORCH 0 0 0 e -O FULL SIZE FULL SIZE GARAGE 0 ® 0 0 5/8" Type "X" GWB �J MAIN STAIR 0 ® 01 ® 1 0 0 1 0 Varies Panels to 42" Hgt. BASEMENT STAIR 0 0 el 0 0 Varies LOFT 0 ® ® ® 0 0 0 8'-0" Paneling to 42" Hgt. W BEDROOM 2 (WIC) 01 1 0 01 ® e Tray r -� BATH 2 0 0 01 0 ® ie 1 1 81 -0 " w Q HALL 0 0 1 0 0 ® e 8'-0" 0 BEDROOM 3 (CL) ® 1 1 1 1 ® 1 ® e I Tray LL- BATH 3 ' ® e ® 101 0 8'_0'- CAP Q BEDROOM 4 (CL) ® 10 0 e I Tray MOULDING C4 BATH 4 0 0 0 0 1 e e 8'-O" STORAGE e el 0 ® 1 1 1 ®I Varies DRAWING TITLE: COVE FINISH H BASEMENT 0 0 ® e e 9'-Olt N MECHANICAL ROOM 0 ® e ® 0 9'-0" SCHEDULE CAP CAP CAP MOULDING 3/4 TRIM � MOULDING MOU LDING FACE OF COVE COVE COVE WALL-� JOB: N � — NEW RESIDENCE MEEH�AN Ix4 HORIZ. lx6 T(G 515 OAK DRIVE 5/8 WAINSCOTING 5/8 SHIPLAP 5/8 V-GROOVE REYDON SHORES 2 1/2" GWB GWB W/ NICKEL WB VERTICAL 50UTHOLD (BAYVIEW) STILES i JOINT BD. (OPTION RAILS W/ BEAD) TOWN OF SOUTHOLD SCTM# 1000-80-01-34 5/8 ARCHITECT: BACK GYP. BD. BAND FREDERICK R. WEBER 41 EAST MAPLE ROAD ,- GREENLAWN. NY 11140 52 NOYAC PATH tr VENEER WATER MILL. NY 11914 m PLYWOOD V/� NOTE: 3/4" TEL L31 154-5555 ALL ELECTRICAL RECEPTACLES f�ueberarchitect� ahoo.com m BACK TO BE INSTALLED 9 I/8" 1/ HORIZONTALLY IN BASE BAND 3/4x5/8 NOTED) (UNLESS OTHERWISE SEAL: iv 3 1/2" NOSE t COVE WINDOW WINDOW/DOOR PANEL MOLDING f, HEAD CASING— T P. " Y 4 SQUARE EDGE RECEPT CLE OVER SHOWER CURB, r Half Full Size Half Full Size I/4' I" I' 2 3/4" . x 4 12" W. CABINETBASE S, ETC. � Ix8 Ix8 5/4x8 5/4x8 ��-- BASE BASE BASE BASE (TYPICAL) M M _ N M REV.: tr MO�D DATE: AUG 8. 2022 Note: m �/n, Where Window Sills - SCALE AS NOTED Occur Directly _ c4 :r SHOE MOULD Above Countertops, oo I/2 I/8 1/8 I/ SHOE SHOE SHOE SHOE JOB NO: w202105 Eliminate Casing and = en WINDOW SILL— Extend Backs to 1/4„ T-WIDTH AS REQUIRED I/4' \ DRAWING NO. Underside of Bill SILL— ELEVATION WINDOW � CASING 8" BASE (Typical) 4" BASE (Typical) 3„ = I,-o„ . SILL MULTIPLE UNITS 3/4 FULL SIZE FULL SIZE pp Half Pull Size Half Full Size A8 : H O R I Z. VERTICAL PANELING WAINSCOTING 13OARDS 13OARDS Half Full Size Half Full Size Half Full Size Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE e EACH RAFTER REDERICK Joint Description ROBERT P Nail Sizes Nail Spacing • WEBER ICE SHIELD UNDERLAYME T ROOF FRAMING REQUIRED - 24" FROM EDGE C CD HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions(Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot SIMPSON H2 HURRICANE Top Plates at Intersections (Face-nailed) 4- 16d joints-each side r MST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. W CLIP NAILED. FROM PROVIDE 8d COMMON 8 ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges RAFTER TO STUD. - NAILS 0 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2- 16d per 2x6 stud G. 2 - 16d per 2x8 stud SHEATHING TO LAP TOP WALL PLATES APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban djoist,Endjoist or Blocking (Face-nailed) 2 - 16d 1.2 per foot W EXTEND TO TOP OF TOP �1 PLATE. 4 - 8d NAILS FLOOR FRAMING ^ MST31 METAL STRAP TYPICAL ID JACK POST Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist ^�—I MST21 g STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS �48" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end EACH END - TYP. = SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block I I/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist W METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist MAXIMUM. Band Joist to Joist End-nailed FLOOR JOIST Band Joist to Sill or TopPlate Toe-nailed 3 - 16d � per joist P ( ) 2- 16d per foot - —� DOUBLE TOPS PLYWOOD SHEATHING ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 e,16" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone STUDS SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION ," x ,0" or wider 3- 8d per support CEILING SHEATHING W Gypsum Wallboard 5d 7" edge /10" field W �SIMPSON MTSA 18-Z W/ WALL SHEATHING (6) 8d NAILS TOP t BOTTOM s 32" O.C. Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ (4) 8d NAILS TOP t (6) 8d NAILS TOP t 7 /16" 6d 3" edge /6" field BOTTOM a 32" O.C. FLOOR JOIST BOTTOM 32" O.C. 25 /32" 8d 3" edge /6" field T . NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION N a8dNAIL O.C.O.0 "S 4 Gy psum m Wallboard YP 5d ::...::..:::::::;;:;.;.. • � DRAWING TITLE ...::::::..:.::.... ....::..::::::::.:::.. ,...: ..,. (SHEATHING TO LAP SILL PLATE) .,. .. .. .:•.,.3 ,... .. ' '::-+:•r`.�;;.:,.. t:: :;: ;.:.. edge 10 field _ ,. ::• .o': Hardboard Zx <•.EBAR 2 <` �3 (se e table Q'. I 3.9 y : Particle board Panels(2) 2 x6ILL PLATES S 8 d (see a table 3. 9) CODE DETAILS ..;: ".. :••..,•..�' .t. -•�•. •'1���•S'� .f•tom•. Diagonal onal Board SheathingCOPPER TERMITE SHIELD ACQ TREATED. w/ SILL SEAL lT P.) " •: x6 or x8 2 - 8d per support ort 1 „:t� •.•Se.r :.� J�•• 1" x 10" or wider 8d Per support FOUNDATION DWG.FOR DESIGN/REINFORCING .-�� �� � •L• \I. a•c;::::. •:•��'':'i'�: FLOOR L OR Structural Panels 5/8" x 16" A.B. 932" OC. w/ 2"x2"x3/I6" WASHER. 1 or less 8d 6" edge/12" field (HOT DIPPED GALV. OR greater than 1" 10d 6" edge /6" field STAINLESS STEEL) Diagonal Board Sheathing JOB: ISOLATE WASHER FROM HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1" x 6" or 1" x 8" 2 — 8d per support SILL PL W/ FELT STRIP 1" x 10 or wider 3 - 8d NEW RESIDENCE per support MEEHAN 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 515 OAK DRIVE 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall REYDON SHORES be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. SOUTHOLD (BAYVIEW) 2When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1 - 16d nail per foot. TOWN OF SOUTHOLD SCTM# 1000-80-01-34 ARCHITECT: FREDERICK R. WEBER • •PROVIDE. 86 COMMON. NAILS L. O.C. 41 EAST MAPLE ROAD A'T- ALL -AREAS* OF*ROOF GREENLAWN, NY 11140 • • • Ti-1•A•N••4'•�id01'a •RI DESIGN CRITERIA: 52 NOYAC PATH WATER MILL, NY 11916 I I 1 I GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 1,31 154-5555 ___________________ 11/4" x 20 GA. GALV. STRAP I I/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" foeberarchitectsgahoo.com w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY U'•'•'•' EACH END 016" O.C. EACH END 016" O.C. BEDROOMS - 30 PSF. L.L. 0 DECAY - SLIGHT SEAL: W.W WIND SPEED - 130 MPH -' 1 1/4" x 20 GA. GALV. STRAP W _ct w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES cnt�i FDN. 9140 O.C. w/ 5-8d COMMON NAILS IN EACH END 916" O.C. PROVIDE 8d COMMON NAILS e 14" C. 1 �U_ I AT ALL HIGH PRESSURE ZONES z I 1 0 . AD 1 NOTE: HIGH PRESSURE ZONESI ARE AL A EAS I �U o. , 4'-0' FROM ANY RIDGE, HIP 0,R GABLE D o�•W )I> DESIGN CRITERIA. DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME I ° . . . . . . . . . . . . . . . . . . . . . k • — • • . • • • . . I cL� t- 2'-0" MAX. 1 WINDOWS - GLAZED OPENING REV.: I f.. �. I 2 -0" MAX. ) ° " 2 - d COMMON DATE: AUG 8. 2022 NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE PLATE AS NOTED DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE �•'::'b°�-::�_�o w E 1994 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w202105 RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/14' AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING ROOF FDLAN_ s;_ § :_h PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 16" OC DRAWING NO. � �.� � FOR SPANS UP TO 6 AND 12 OC FOR SPANS BETWEEN 6 AND 8 GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A9 OF A9 WINDOW SCHEDULE 13'-6" 1 Unit Model ItR,p, AreaOpn9 Egress ROBERTFREDERICK 0 4 24 -O A ADH3250 3'-2"x 5'-0" Yes WEBER © ADH2644 2'-Vx 4'-4" No © ADH2438 2'-4"x V-8" No ARCHITECT B O ACRD20 2'-0" 0 No Al 6x6 Post, (8) Locations: O ACW2840 2'-8"x 4'-0" No w/ "Simpson" MPB66Z Post Base O AAN2020 2'-0"x 2'-0" No w/ "Simpson" LPCZ Post Cap -�\ i I� ? O AAN21020 T-10"x 2'-0" No (3) 9 114" LVL Hdr. (3) 9 1/4" LVL Hdr. (3) 9 1/4" LVL Hdr. (3) 9 1/4" LVL Hdr. --------------------- ----------�---------- ---�-- --- ---------- ------------.-.---------- x - o BASEMENT 2' 8" P 4" N I i 1'I I J i I III 1 0 I Model Numbers Refer to "Andersen" A-Series, PG50, I Low-E4 w/Argon Glass, Simulated Divided Light W EL O > (2) U III m l3) 9 I/4" LVL Hdr. -- T� - - ; O O O 1 I (2) 9 I/4" LVL Hdr. I X X X -- -- DOOR SCHEDULE i • I \ I cn i c`i cx ------------ � ! Unit Model # Width t Height NIA (2) 9 1/4" LVL Hdr. (3) 14" LVL Hdr. '' (3) 9 1/4" LVL Hdr. I U 1 ? I I O Front Door w/ Sidelites Y-0"x T-0" (Door) _ � I I ( "Simpson" (2) 1'-2' x T-0' (Sidelites) Shed Dormer i i © I 2 g 2'-8"x 1'-0" (Door) I I "Simpson'. 1504 (LH-OutSwin )) 0 1(2) 1 1/4" LVLI r. 1 j l i i I i I I M Pane Glass-To I Panel-Bot.) I -----' i i -- - cam, (2) 9 I/4" LVL Hdr. `, I I = I P� "Simpson", 1504 (LH-Inswing) 2'-e»x T-0" (Door) I I = - I I 1 H Pane Glass-Top, I Panel-Bot.) - - _ I I > v II v � . III » » » I > I I 1 ® Marvin CUSFD12010-OXXO-RH 12'-0' x 1-2 1/2 - 1 I II 1/8" TJI :230 8 16" oc o I I s I -c I'I II 1/8" TJI 230 s' 16' oc III Clad Ultimate SlidingFrench Door (R.O.) ; III mI ,�, I � I ! -` x8 C.J., I oc cn i ' I I I III 1 1 ., 16 TJI 5601 5 16" oc I = I * » » I ( I I t o- 111 I Clad Ultimate 0en Door R.D) x 1-2 I/2 I 3) II 1/8 LVL I I = I ' 1======--===-============== 9 O Xill II 1 I N �� I I \ CA i ' 1 > II I I 11 I � � � I I I Verify Operation ,� cv 11 I L J II I 1 1 ` III i 2 - ti I --------------- - II 42" IC rlin I Ceili x I I I :1 `� o I * Alternate 2x8 R., 16"oc �� =' I I I R °D II Firebox Rld 1 Line of Ceilin Break Above 1 Ride tr III i � ` 16 I . ...........L- g ------ 9 --- - -- �11 i rn o a1I1 II I 1 O I O) I 1 v iCoa> Hook m \ \ i-------------- ! \ _ III (3) II 1/8": LVL A r 001 ' 1=======-====------ ====== I I III ° i I I I v _ I o 0o ----- _ ii 8 _6 4„ �� 1 I I 15 _2„ I 20'-0" I 1 i 13'= t �� Al O I i I �mlll 2 � j I a I _ 111 �O _: -- --- — ---�— -----Ridge�abov�--------�` I I —' _ i _ ,I .................................... (. DRAWING TITLE: cam, I I'-8" I 13'=0" �1 IL I u- I IL r j l l i El 1 (2) 9 1 4" L H r• i 2Yy10 R., 16"oc I 1 - 1•I I �'— 14" TJI J560 16" oc i _r AC #IA / 1 11 1/8" TJI 230 m IC' o ao l I 1 �' 1 1 1 i o I 2ND FRAMING x8 C.J., 16"oc I I I i i' I I 1 / I I 1 ------- (3) II 1/8" LVL- — (IST FLOOR) —.—.— — .—.—.—.—.—.-- W Drop ader II 1/8" TJI :230 8 16" oc:112AO L R. I c �/ 2 III _ o o J III , I -------------- I li Z v. / v - I 'I. � �'= (2) II l/8" LVL (FI I > c6 co I ' I I I- - �/ I r-------------- \ III 00 2A8 C.J. .16"oc I n - \ I / i i I JOB: / I r �� cy - �I� o r v °L m �, 1 � I ° �, — °° >i i NEW RESIDENCE O N I I /.......,. II 1/8' TJI 2�O 16" oc a . " - ` I' I I // n t im m I <1 I > I MEEH,4N OD � I v \ 3 C I I 515 OAK DRIVE ' a I I I REYDON SHORES j 2)'9 I/4" LVL dr. 16" TJI 560 I 16" oc I r i SOUTHOLD (BAY-VIEW) /L L 12) 1 1/4" LVL Hdr, D 16 v 2 0 20 i TOWN OF SOUTHOLD SCTM# 1000-80701-34 (2) 1 1/4" LYI Hdr. (3) 9 1/4": LVL Hdr. II 1/8" TJI :230 8 16" oc '�C #I #2 I I 2x10 R.R., lCoc / " 1 �- ARCHITECT: (2) 9 I/4" LVL Hdr. i /,/ o o I � III ` �',/' c � > / 0z u FREDERICK R. WEBER �t� 41 EAST MAPLE ROAD i \ I G\ / O U O U ID I� (2) 9 1/4" LVL Hdr. GREENLAWN, NY 11'140 - 111 ,�`�?' x x x x 52 NOYAC PATH m 111 /' � i I (2) 9 1/4" LVL Hdr, WATER MILL, NY 11914 ---- - ----- - - • - ---- --——— — — — — - ----- -- — — TEL L31 '154-5555 Fweberarchitectsgahoo.com 3 9 Hdr. (3) 9 I/4" LVL Hdr, \_6x6 Post, (3) Locations: w/ "Simpson" MPB44Z Post Base w/ "Simpson" LPCZ Post Cap SEAL: 20'-0" 14'-0" 10'-4" 24'-0" - �I�OL FRAMING NOTES: B 1 Al I.. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER ---- 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. PROVIDE "SIMPSON" HDU2-Z HOLD-DOWN FROM STUD WALL/WALL PL. 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 2 TO FOUNDATION WALL TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL �f. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 -IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. REV.: 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: AUG 8, 2022 4. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 2ND FRAMING SCALE I/4" = I'-O" 'I. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ( IST FLOOR ) 0 JOB NO: w202105 °I. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL � AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Z I0. PLYWOOD SHEATHING TO BE NAILED WITH 8D' 9 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. 1/4 _ 1 _O.. DRAWING NO: 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S1 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS e 24" O.C. I+ PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. IE�. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 - --- --- - --- WINDOW SCHEDULE Unit Model Area FREDERICK R.O. Opng Egres ROBERT ® ADH3250 V-2"x 5'-0" Yes WEBER - - 10'-4" 24'-0" © ADH2644 2'-6"x 4'-4" No © ADH2438 2'-4"x 3'-8" No ARCHITECT B O ACRD20 2'-0" 0 No O ACW2840 2'-8"x 4'-0" No O AAN2020 2'-0"x T-O" No OG AAN21020 2'-10"x 2'_0" No Q2'-8"x 1'-4" No O FTI Model Numbers Refer to "Andersen" A-Series, PG50, r Low-E4 w/Argon Glass, Simulated Divided Light w ROOF i 3'-2" 13'-8" 3'-2" "(2) 1 1/4 LVL V 1 (Dormer) DOOR SCHEDULE W I I I Unit Model # Width ( Height (2) 2x6 1 I I (2) 1 )/4" LVL Studs (Tgp.) (2) I/4" LVL ROOF i �. O Front Door w/ Sidelites 3'-0"x 1'-0*"(Door) (3) 5 1/2 LVL Hdr. 1 I I Simpson (2) 1 2 x 1 0 (Sidelites) I I 1 "Simpson", 1504 (LH-OutSwing)) " " (4 Pane Glass-To I Panel-Bot.) > I I I Shed Dormer I I I I i O2 p 2-8 x 1-0 (Door) Tray ICeiling I 1 1 I I u I Tray Ceiling I 1 R 10 R 2 1 R 1 2x0 .R., 6"oc I x . ., 6"oc "Simpson". I I I 1 1 o I I I I / I 150.4 (LH-InSwing) itch I Flatl Ceiling I Pitch I I I �, itch I Flat I Ceiling I Pitch I I I H Pane Glass-Top, I Panel-Bot.) 2'-8"x 1'-0" (Door) o 0 1 —� T I I I — I° o I —� I\ I I ( I Ir I I I I I I \ 2x8 C.T.. 16 oc I "Marvin' " I I 4 1 I I I I I 1 I 4 Marvin CUSFD12010-OXXO-RH 12-0 x 1-2 1/2 m 2x10 R.R., 16 oc I 2x10 R.R., 16"oc �, I I I �; 2x10 R.R., 16 oc 2x10 R.R., 16"oc i \ I I O Clad Ultimate Sliding French Door (R.O.) I I 1. I 1 1 I I I I \ ` I O "Marvin" CUSFD6OR10-XO V-O' x T-2 1/2" 2x8 C.T.• 16'oc I I I I 2x8 C.T.. 16'oc u I \`� I Clad Ultimate Sliding French Door (R.O.) I I I o I I II pvi � II _—•'_—� c cNI II o I II— o, \ 2x10 R.R., 16"oco I Verifg Operation u ay rT, I � I 1 C it �y I IC ill I � I I � � \•�/ I 1 I 1 I Ri gle I Line of Ceiling Break _ _ I IRi ge I r I --rr----------- -----tt I I 1 .. ......I, Q I 10 u Q I I I . T I cy I Icy — 8' _'fib — 8' Ceiling cv \ I I A AI _�. I !tip/.•'•I 4' I 1 I � •'•. � •. r ~ Ride (2) II l/8" LVL _ I I a I I• I I I 9 \I I i \. . . ........ I ��:/::.... I 2 I I I 2 ---------------- ------- ----------- --------------------- I DRAWING TITLE: .............................. . . . ___\ -- Attic—� > I u ROOF I I ° I I I °x° Overlay I � I I Tray ICeillrig/. ' c44 1 I 1 cy Roof `i�.y. Access I I - __ __ /� ROOF FRAMING -- --1I'2�8. CLJ., 16"ot ! 1 �. I I 8 Clelling '� Overlay I I I I �- I / I (2ND FLOOR) ' Roof (3) II 1/8" LVL ....................-. .��I----� �„ I 2x8 C� —== . — == = — — — — — — L ---- ----------- _____ __________ 1 1 R Ridge Drop Header II 1/8" Ridge j - - I I' I I � I /_ I X I Overlay Roof u u �_ I I I� Overlay - ��^� Roof > : : 8 Ceilin�.' c i JOB: `.SR.- 0� / N NEW RESIDENCE 10 16"oc i 2x10 "oc� l � N � x i • I i � / � � I MEEHAN �1:= I I m� I I /• 2x8 CI.J., 16"oc `=' `L x i {' I /+' 515 OAK DRIVE I 2x10 R.R., 16"oc I 2x10 R.R.. 16 oc REYDON SHORES 1 �Y•' I I I 1 / I SOUTHOLD (BAYVIEW) 1 01 11�L3 I . i i I i J 2x8 C.T.. 16"oc i TOWN OF 50UTHOLD o j 2x110 R.R., 16"oc I / 2x10 R.R., 116"oc I I SCTMu 1000-80-0I-34 — I I I I C� (2) 1 1/4" L (2) 1 I/4" LVL I 2x8 CI.T., 16"oc I I 1 I ARCHITECT: (2) 1 1/4" LVL 1 I FREDERICK R. WEBER itch Flat I Ceiling nch> 1 41 EAST MAPLE ROAD I GREENLAWN, NY 11140 Tray iCeiling i (2) 1 I/4" LVL , 52 NOYAC PATH ROOF WATER MILL, NY 1191t. (2) 7 I!4" LVL TEL 1.31 154-5555 fweberarchltectayahoo.com SEAL: t� V 20'-0" 14'-0" 10'-4" 24'-0" r FRAMING NOTES: e A� I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. REV.: 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. ROOF FRAMINGDATE: : 1/ 8, P22 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stag s, etc.l OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE 1�4" - O" S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ( 2ND FIJ—. 00R ) JOB NO: w20.2105 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL �� AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Z 0. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. DRAWING NO. I. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ,SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING. STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S2 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF 52 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. ELECTRICAL SYMBOLS FREDERICK . �4FF' LIAN.CES : I J- ul IBIIVG NOTES : SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 0 W.P. DUP.REC.-WATERPROOF I- RANGE: (6) BURNER DUAL FUEL, 36 . BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 0GF1 DUP.REC.-GROUND FAULT 3- WALL OVEN: 30" DOUBLE ELECTRIC WALL OVEN. 30 AMP CIRCUIT 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. ® DUP.REC.-FLOOR ARCHITECT 4- REFRIGERATOR: 36 , DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. 6- ALL SINKS ARE TO BE UNDERMOUNT . 5- DISH WA ELECTRIC t PLUMBING 7- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ 0 DUP.REC.-(I)SWITCH OPEf2. 6- BEVERAGGEE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED IS AMP RECEPTACLE (� 8- KITCHEN HOOD: 36"Wx18"Hx2.4"D, CT EXTERNAL BLOWER, �100 CFM IRRIGATION CONTRACTOR. SPECIAL OUTLET 8- WASHER: FRONT LOAD 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, RANGE, GRILL, AND GENERATOR. 9- DRYER: ELECTRIC DRYER O SURFACE MTD.-CLG. 0P SURFACE MTD_-CLG. (Porcelain) I RECESSED-CLG. r"� WALL MOUNTED w ............... I ---------- ---------- ---------- ---------- - ---------- ------------------------- oc FLOOD ( ) ------------------------- � I O-� RECESSED CLG- DIRECTIONAL ' ' I j I I SHOWER LIGHT (Wet Location) I I UNDERCAB. FIXTURE rT, I arTa I DOORBELL/CHIME i i I j 0 EXHAUST FAN Q Sur a Surfac ....................... Surface ...... ... ........ .. ............... . . .......................... .. ........................ .................................... . PADDLE FAN Hose Bib �J 1 I i'/ \` I I ------- --------- sP SPEAKER TELEPHONE O CABLE TV I I y Hose Surface I �- I�� I 'I Bib 1 ry� I I --- --------- © CAT 6 Ow.P. Ow.P. / Ow.P. O j I THERMOSTAT I I I I FAN/LIGHT I I D I 3 -- GFI I I I GFI ���------III I I DW 1 Sin `^ wP j Ovhd.j 0 CO/ SMOKE DETECTOR I D Door I SWITCH SWITCH 3-WAY II I I I II 4* SWITCH 4-WAY GFI I I �, \`� I I $D SWITCH W/ DIMMER W $ w SWITCH WATERPROOF II LI -------- -----TV *J tern to 42' Chandelier IL JAMB SWIT CH Firebox Ref. ki 0:Pd KEY PAD Coat -- --------- W -- HookI II I I I 2nd I I I i RanO ti l I I I I I Ex .I" i ��\ j Ovhd.j i I I I I IP n an Fa Do or - - ----- ---t-- ------------ ------- DRAWING TITLE: I I IT i I ELECTRICAL AC UTA i i /' ` IA I ; I i ' WO I /�/ IST FLOOR _ 4 3 `� `IF'GFI DL-------------- I Surface Surface //' Surface I I I I /' I r--------------- / I I W I I I JOB: OvhUp I4R Surface Door , I d I NEW RESIDE E �......... ......... : TV Surf ce a ® I I D I ,� I �i MEEHAN / 0 I Chandelier- 515 OAK DRIVE To 3 I� �B I I REYDON SHORES 2nd To D 16R 4 I I SOUTHOLD (BAYVIEW) - Bib e : Bs t 5 a i i TOWN OF SOUTHOLD SCTMS 1000-80-01-34 AC 41 AC 42 ' I `-------------- Hose ARCHITECT: w � / I I / �`_— --'�• ��\ I Bib I (� I / I `IYGFI FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL, NY 119-16 ------- ------------- --------- - .................... -------- --------- � -- --® TEL 631 154-5555 f ueberarchitectsphoo.com �To Post SEAL: Light d ELECTRICAL MOTES : I- RECEPTACLES # SWITCHES TO BE "DECORA" (LEVITON). WHITE. 2- DIMMERS TO BE DIVA (Slide Control), WHITE. �E• ' 3- RECEPTACLES TO BE HORIZONTAL MOUNTED IN BASEBOARD. ELECTRICAL I 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. p 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE IST FLOOR � DETECTORS FIER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. y 6- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER TO PROVIDE: SPEAKERS). �/cE" l- ALL WIRING f:OR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. REV.: ELECTRICAL FIXTURES : DATE: AUG S. 2022 OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I- CHANDELIERS (DINING. FOYER. LIVING ROOM. ETC.) SCALE 2- KITCHEN PENDANT JOB NO: u202105 3- BATHROOM WALL SCONCES 4- SURFACE MOUNTED CEILING FIXTURES 5- ALL DECORATIVE EXTERIOR FIXTURES DRAWING NO. 6- PATH AND POST LIGHTS t2OV, Line Voltage) 7- PADDLE FAI45 ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4" ROUND HOUSING t TRIM (White) E 1 3- ALL CAST ALUMINUM (WHITE) DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN LED STRIPS OF E2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER 0W.P. DUP.REC.-WATERPROOF 0GFI DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT DUP.REC.-(I)SWITCH OPER, SPECIAL OUTLET 0 SURFACE MTD.-CLG. OF SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. r-� �_O WALL MOUNTED w a DUP. FLOOD U 04 RECESSED CLG- DIRECTIONAL s� SHOWER LIGHT (Wet Location) C � UNDERCAB. FIXTURE Q Q DOORBELL/CHIME ❑F EXHAUST FAN (2) PADDLE FAN T sa SPEAKER I I TELEPHONE I i I I O CABLE TV I I I I I © CAT 6 I I I THERMOSTAT 14 I i I I I I I I I I I j -)- FAN/LIGHT I I II II I I i I i CO/ SMOKE DETECTOR I I II II I I I I I I I I I I I L SWITCH 0 0 i \•\ ! i $ 3 SWITCH 3—WAY SWITCH -4-WAY I I I I I I I \ I I o SWITCH W/ DIMMER w I I I II II I I I \ I I I I I I To I I �TV I I \ i W SWITCH WATERPROOF W I I TV I I Ist I I I I w I j I I I I I I \ I JS JAMB SWITCH I I Q I I I Ch defier KP KEY PAD �. ---------------- ------- --------------- ' �• � I I I I •.\•'•. I I I I I � .. •\ I I I I.•' ' .• •� I I I I I � \• I I / . _ ------- ... . . ..........!......................... ............ ._:'.. I I I I I ---- - ------ I DRAWING TITLE. I O I � I I I I '' I '•.• I I I / I I ELECTRICAL I . I I I I �'`'• ' I P 2ND FLOOR Q - ----J `_ - — — — — — — — �:......... Surface ...... ------------------- - - - - - - - - - - - - - L -------- ---------- I •.� .. � I I I /•/ I GFI I I T �,•' I I / I I JOB: T NEW RESIDENCE MEEHAN Surfa* 1 :(/,:' 515 OAK DRIVE ' i :'i I P i REYDON SHORES I I SOUTHOLD (BAYVIEW) `••\`•. I I I I i F"14 4 TOWN OF SOUTHOLD I I I SCTM# 1000-80-01-34 0 I i I I I OTV ARCHITECT: FREDERICK R. WEBER I 41 EAST MAPLE ROAD GREENLAWN, NY 11140 I 52 NOYAC PATH WATER MILL, NY 11916 TEL 1.31 154-5555 Poeberrarchltectsphoo.com SEAL: ELECTRICAL 2ND FLOOR s REV.: DATE: AUG 8. 2022 SCALE JOB NO: w202IO5 DRAWING NO. E2 OF E2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER Q�W.P. DUP.REC.-WATERPROOF oFl DUP,REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT OUP.REC.-(USWITCH OPEIR. SPECIAL OUTLET O SURFACE MTD.-CLG. 0P SURFACE MTD.-CLG. (Porcelain) I RECESSED-CLG. r \ I o WALL MOUNTED W r------------------------------ ,... --I I 0� DUP. FLOOD :... ,... Ii ----------------------------------------------------- I I �i rI �II' II � RECESSED CLG- DIRECTIONAL----------- SHOWER LIGHT (Wet Location) I I I I I I UNDERCAB. FIXTURE I I I I I I--- I I I PT DOORBELL/CHIME Q EXHAUST FAN I .,• I I I I I r------------ I I I i...: I I L_I, --F� I /♦ I I ~"I I I r------------ I i � ----------------- ,I sP PADDLE FAN I______________-- I�---- ---------- SPEAKER r rt-----� i --------------------i r------------------------------------------, I TELEPHONE W I ••1------� I I I I I I I O CABLE TV I I I I I I I I I I I -------- ---- I I I © CAT 6 ---------------------- ------------------------------- r-------------------------- I I I I o I I I I I 0 THERMOSTAT FAN/LIGHT _ ---------------------- ���-----111 ---� r— -------Ir ----------- ------------ r---------------------, -----------------� I I IIGFI L_ I I I I I I I CO/ SMOKE DETECTOR I T�T-J I •� —•—•—I' � � I III II I I I I I I I ----- -- i I I J I I II I�I ------------- ----, GFI I I I SWITCH I I I'I III II I I III I I I I $ 3 SWITCH 3-WAY I SWITCH_'_ 4 4-WAY I I I• --- J ' III I -it I I I I IB I . --, , I -�III III I I I I �p SWITCH W/ DIMMER I I III I I III I I III I I I w SWITCH WATERPROOF I I I III I II I I III I I III I I j j JS JAMB SWITCH I Iiz i III I II I I III III i I.I I I� I I II I........... .... III III I I I I I K® KEY PAD I I i III I II I I III I I III rI I .• � , � I I -- I III I'I I I � I I I I II I r—+•+—, III II III I II I I I I I I I - - -t �tarage �-----`--,'�� II II .II II II'•II II III � II I I I I iI iI DRAWING TITLE: .........: I I I I •I I III I I -- —J L ili J III ii III i ��==___= — == ELECTRICAL ! I I I FOUNDATION I Pro ane- p III III II I I I I•I I III I I I I _ ----- --- 1- ,r- - -O- - - - - - - - - - I I 1 Baler fjrfd_— -- ------- =I 1 r-------------�I---I-----I---------------+ I I I•I • I I I I III I I. I I I L-+I+_-' I I I I III (e II II I�I I � I I I I 1��===-----— ----------- 3 I II I I II I I III I I I I JOB: III I.I I I III II To I II I I I I I I I I I Fan/Cod l i l II Ist III III I I I I NEW RESIDENCE I,1 II r — — — 3 II _ I I III _j I I i MEEHAN ,Ih II II : : I 11------------------ I I I �o-' +--- -----III—, 515 OAK DRIVE I I I I I III I .I I I I I REYDON SHORES II I I I I I III III I r__________ I I I SOUTHOLD (BAYVIEW) L----------------------, I Water Servlce II _ _ _ !_!_I_!_ I _III ______ I-------------—I I I_ I I I i I i i TOWN OF SOUTHOLD CO I L------------------ I i i i I I I I I SCTMu 1000-80-OI-34 I I I I I I I " — I r------------------------------------ I I I 1 1 I I I I L-------------------- --- i i 1 I I I I I i i i i ARCHITECT: 400 Amp Underground L------------------------------------------J Electrical Service FREDERICK R. WEBERTo Approved 41 EAST MAPLE ROAD Sanitary System I III I I I �-------� L------------------------------------------------� GREENLAWN, NY II'i40 I I I I I L—————————— rsF1---------� I 52 NOYAC PATH WATER MILL, NY 11916 III •------------ -------------------------' I �.. L----- --------------------------- --- �...I !. _.--------------------------------------- I TEL 631 '154-5555 —J foueberarchitectsyahoo.com SEAL: ;,t r REV.: DATE: AUG S. 2022 ELECTRICAL SCALE : 1/4" = 1'-0" FOUNDATION PLAN 7o JOB NO: a202105 DRAWING NO. E3 OF E3