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�of SO�ryo� Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46478 Date: 09/09/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2215 Laurel Ave Southold, NY 11971 Sec/Block/Lot: 55.-6-3 6.2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/24/2024 Pursuant to which Building Permit No. 50629 and dated: 05/07/2024 Was issued, and conforms to all of the requirements of the.applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with an unfinished basement, front covered porch, rear covered patio, and an attached garage as applied for. The certificate is issued to: Marratime Cptl V LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1834 8/i8/2025 ELECTRICAL CERTIFICATE: 50629 9/2/2025 PLUMBERS CERTIFICATION: Richard J. C2RWella Inc 5/ /2025 AA Aut ed ignature �SUFFot,��o TOWN OF SOUTHOLD moo. BUILDING DEPARTMENT a TOWN CLERK'S OFFICE oy • 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#: 50629 Date: 5/7/2024 Permission is hereby granted to: Marratime Capital V LLC 71 15th Ave Sea Cliff, NY 11579 To: construct.single-family dwelling as applied for per Planning & SCHD approvals. At premises located at: 2215 Laurel Ave, Southold SCTM #473889 Sec/Block/Lot# 55.-6-36.2 Pursuant to application dated 1/24/2024 and approved by the Building Inspector. To expire on 1116/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,304.00 CO'-NEW DWELLING $100.00 Total: $3,404.00 Building Inspector ���OF SO(/ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q �ycOUNT�,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marratime Capital V LLC Address: 2215 Laurel Ave City: Southold St: NY Zip: 11971 Building Permit#: 50629 Section: 55 Block: 6 Lot: 36.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Vue Electric License No: 5230ME SITE DETAILS Office Use Only Indoor Basement i✓ Service Solar F Outdoor 1 st Floor i✓ Pool r Spa F Renovation i— 2nd Floor F Hot Tub r Generator F Survey Attic rivi Garage Battery Storage INVENTORY Service 1 ph F' Heat Duplec Recpt 45 Ceiling Fixtures 10 Bath Exhaust Fan 4 Service 3 ph I— Hot Water Gas GFCI Recpt Wall Fixtures 16 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 . Single Recpt Recessed Fixtures 70 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 3 Transfer Switch UC Lights 22' Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect Switches 50 4'LED Exit Fixtures Other Equipment: Fridge, Oven, DW, Hood, W/D, (3)Floor Heats, Micro, Septic Disconnect, 200A panel 40 Circuit Notes: New One Story w/ Unfinished Basement Inspector Signature: X r Date: September 2, 2025 Sean Devlin Electrical Inspector sea n.devlina-town.south old.ny.us S.Devlin-Cert Electrical Compliance Form 2 OFFoc,��o� Town Hall Annex �.Z► y� Telephone(631)765-1802 54375 Main Road •6 P.O. Box 1179 y Z Southold, NY 11971-0959 • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: zZ�2 Building Permit No. ® (o Q 4e. Owner: /`&lra-hn�e (` e,1�� tl I-LC= (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 5 day of Q, 20 =E3 UFENANGERSTATE OF NEW YORKlo. 01A00019644 Suffolk County (1 ires January 9,2028 Notary Public, Cl^. ( County 1 # # TOWN OF SOUTHOLD BUILDING DEPT. u �o 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING/STRAPPING [ ] FINAL [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL 1 REMARKS: (, A C_ v ke�o _�o 5- 9 i , P.T o-7- c DATE /2,�- INSPECTOR a SOUIyO� - # TOWN- OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ -] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE:& CHIMNEY [ ]' 'FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]'. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: IM, DATE 1o?•30-, INSPECTOR �aOF SOUIyO # # TOWN OF SOUTHOLD BUILDING DEPT. coulm,N 631-765-1802 �,oM INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [Vf FINALS_ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (06mitu &viJn-� AA- 11ow. �k Vo-'v�� in �Ih�l i v covA Ih Ivi 4v �� 36,,� D�v f Ali � dI� dU�,-T�j t,✓ ._ fiw4/ 4- 6 DATE `)o INSPECTOR oF soUlyO� o©6a q as r 5 sure_ ( �lje, # TOWN OF SOUTHOLD BUILDING DE PT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O. [ ] RENTAL REMARKS: A u- e- rv� eat 6q {k VVtc h I :I:V(G T d r rowA, i2�6ols DATE $ �i INSPECTOR L�rQlOF SO(/r�O # TOWN O F SOUTHOLD BUILDING DEPT. N � cou�+N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR +9/3A, 12:12 PM Man-con Development Corp.Mail-FW:[SPAM]-Fwd:[SPAM]-Re:2215 Laurel Avenue Southold-Native Plantings UuA4 Ave MARRCON DEVELOPMENT CORP p I ����f]ECEo E ---------- Forwarded message--------- SEP 3 2025 From: Lanza,Heather<heather.lanza@town.southold.ny.us> Date: Wed, Jul 30, 2025 at 11:40 AM Subject: RE: [SPAM]- Re: 2215 Laurel Avenue Southold- Native Plantings Building Department To: Dino Marra <dino.marra@marrcon.com> Town of Southold Cc: Joe Piscitelli <Joe@piscitellila.com>, Daniel Marra <marrconllc@gmail.com>, Michaelis, Jessica <jessica.michaelis@town.southold.ny.us> Dear Mr.Marra, The revegetafion plantings for this o(Lot�2,aka 2215 Laurel Avenue Southo_Id)have been completed satisfactorily. Heather Lanza,AICP Town Planning Director Southold Town Planning 54375 State Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherl@southoldtownny.gov https://mail.google.com/mail/u/0/?ik=52c73537ae&view=pt&search=all&permmsgid=msg-f:1839165685077513054&simpl=msg-f:1839165685077513054 2/2 .,9/345, 12:12 PM Marrcon Development Corp.Mail-FW:[SPAM]-Fwd:[SPAM]-Re:,2215 Laurel Avenue Southold-Native Plantings MGmail, Dino Marra <dino.marra@marrcon.com> FW: [SPAM] - Fwd: [SPAM] - Re: 2215 Laurel-Avenue Southold - Native Plantings Bunch, Connie <Connie.Bunch@town.southold.ny.us> Thu, Jul 31, 2025 at 8:31 AM To: Dino Marra <dino.marra@marrcon.com> Received and John has it in the file. Best Regards, Connie Bunch SEP 3 2025 Principal Office Assistant Southold Town Building Dept. ISUIlorng Departrn,,t Town of aoutibOid connieb@southoldtownny.gov 631-765-1802 P.O.Box 1179 Southold, New York 11971 From: Dino Marra<dino.marra@marrcon.com> Sent:Wednesday, July 30, 2025 11:56 AM To: Lanza, Heather<heather.lanza@town.southold.ny.us>; Jarski, John <johnj@southoldtownny.gov> Cc: Michaelis, Jessica <jessica.michaelis@town.southold.ny.us>; Daniel Marra<rnarrconllc@gmail.com>; Bunch, Connie <Connie.Bunch@town.southold:ny.us> Subject: [SPAM]- Fwd: [SPAM]- Re:2215 Laurel Avenue Southold- Native Plantings Thanks Heather, I am just adding John Jarski to this email so he is aware for the Building CO. Thank you, Regards, Dino Marra Chief Financial Officer Man-con Development Corp. M: 516-946-2355 E: dino.marra@marrcori.com W: marrcon.com https://mail.google.com/mail/u/0/?ik=52c73537ae&view=pt&search=all&permmsqid=msq-f:l839165685077513054&simol=msa-f-1R3g1R5tiR5n77.r,93n';a 1/9 9/3/25, 12:02 P� 'k 2 r l(1a MG_3909.jp9.�t.t��C +"�`� AIM k L q S E P 3 2025 Aft.*jAL- talk- ago Ron ago ' •t e mm- pie )); ini IMIN In Chili & : w ' .K 4.!n https://maiI.googIe.com/mail/u/O/?tab=rm&ogbl#inbox?projector=1 �/1 A, - s Ij • 9/3/25, 12:01 PM IMG_3917.jpg rr: was- a } https://mai1.googIe.com/mai1/u/O/?tab=rm&ogbl#inbox?projector=1 i� 9/3/25, 12:02 P IMG_3916.jpg ID EC EE VE S E P 3 2025 Building Depa4ment Town of Southold i https://maiI.googIe.com/mail/u/O/?tab=rm&ogbl#inbox?projector-1 �� i,�XrrC: a"r -4 aS Seal--1- J � 1"� 0:(631)P626-329 (V13�0;,2147 ._ APEX •ApexEn r RatingsNY@Gmail.com ENERGY RATINGS SER 3 �_� 2025 Duct&Envelope Tightness Compliance Report r� Aligned with 2018 IECC,as amended by the 2020 New York State Supplement(Sections R402.4.1.,P§g03!pYeparlment OW61 6'r Southold v x#r f f .,�'k. F ... �r � .,? F's' fsr c. r e tea« 1t' 3 1�" f s k Generalinformatlong n Test Address:2215 Laurel Avenue Completed By:Marvin Murillo HERS Rater ID#:1377176 Southold,NY 11971 APEX Energy Ratings NY RESNET Rater ID#: Test Date:7/22/2025 228 Park Ave S#617693 BPI#: Permit#:50629 New,York,NY 10003 RFI#(if applicable): Compliance Pathway:Performance n x # . - w f Budding Envelope Tightness , z HI ws Volume Calculation Check if applicable: Floor Area Volume Basement J ❑ Conditioned Basement 1st Floor 3,260 37,145 ❑ Conditioned Crawlspace Attic ❑ Sealed Attic Total Volume: 5 Testing Equipment: Blower Door Model:Model 3 110V Fan CFM,@ 50 Pa: 1,003.5 ACH50 @ 50 Pa/�j 1.62 AE5—K 'Duct Tester Model:DG1000-15924 Code Compliance: Pass Last Calibration Date:February 14,2024 t , Duct Tightness�.� �f � �{ � §�• � ��� �� a System 1:1st Floor Left System 1:1st Floor Right Type of Duct Test: Duct Location:Conditioned Space Duct Location:Conditioned Space Floor area served(ftz):1,572 Floor area served(ftz): 1,690 ❑ Rough-in with air handler Leakage @ 25 Pa(CFM):N/A Leakage @ 25'Pa(CFM):N/A ❑ Rough-in without air handler Leakage(CFM/100fe):N/A Leakage(CFM/100ftZ):N/A ❑ Post-construction Code Compliance:Exempt Code Compliance:Exempt Envelope tightness was tested and verified in compliance with RESNET/ICC 380,ASTM E779,or ASTM E1827,in accordance w#the 2018 IRC and the 2020 New York State Supplement(Section R402.4.1.2).Duct system leakage was verified in accord nce with the 2 18 IECC,as amended by the 2020 New York State Supplement(Section R403.3.4). Signature: Marvin Murillo,APEX Energy Ratings NY *5CQ9 AM P Architecture Address:10200 Main Road,Unit 3k,Mattituck NY 11952 Phone:(631)603-9092 Design + Build March 19,2025 D E E Q V E Marratime Capital V LLC Residence APR 1 1 2025 2215 Laurel Avenue Southold, NY 11971 Tax map#1000-55-6-36.2 Building Department Town of Southold To Whom It May Concern. Based on my inspection at the above address the strappingwas installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo, RA, LEED AP Al . c. 1 Page 1 of 1 �kSD(a 2°I AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build D E C E � V E r March 19,2025 Map rratime Capital V LLC Residence MAR 2 5 2025 2215 Laurel Avenue Southold, NY 11971 Building Department Tax map #1000-55-6-36.2 down of Southold To Whom It May Concern. Based on my inspection at the above address the foundation and rebar were installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo, RA, LEED AP 740`a 40 Page 1 of 1 2215 LAUREL AVENUE Photo Report A M P Architecture Design + Build Foundation/Rebar r v fi { t _r 46.� 'x10 ✓ y .j Jr .y A M P Architecture Design + Build A M P Arch i to c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build January 28, 2025 Marratime Capital V LLC Residence JAN 3 0 2215 Laurel Avenue Southold, NY 11971 Tax map #1000-55-6-36.2 To Whom It May Concern. Based on my inspection at the above address the insulation was installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP L z 0 Page 1 of 1 2215 LAUREL AVENUE Photo Report A M P Architecture Design + Build Insulation j 1 all tic Owosso �t a . �� t AM P Architecture Design + Build Insulation N", A M P Architecture Design + Build A M P Arch i t e ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build December 10, 2024 Southold Town Building Department S437S NY-25 Southold, N.Y. 11971 A RE: Laurel Ave Residence (Lot 2) 2215 Laurel Ave Southold, NY 11971 SCTM #1000-55-06-36.2 Dear Southold Building Department, Enclosed please find the updated plans that reflect the changes made to the dwelling during construction.The changes are as follows: Site Plan: - Updated pool location & layout First floor: - Updated front&rear patio - Updated bathroom layout - Relocated attic hatch - Modified mudroom - Added more steps towards basement - Updated door schedule - Updated structure and roof line Exterior: - Modified dormer& roof line - Adjusted HDR height - Updated structure underneath showers& bathtubs Updated Pages Include: - G-001 -A-301 - A-101 -S-101 - A-102 -S-102 - A-202 -S-103 Please contact me if you have any questions or additional requirements regarding this application. Sincerely, Anthony Portillo, Principal AMP Architecture, PLLC 631-603-9092 Page I of 1 e 2215 Laurel Ave (Lot 2) HVAC Load Calculations for Dino Marra 2215 Laurel Ave (Lot 2) Southold NY 11971 RHVACWAC LoAm Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Thursday,January 18, 2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 _ Paged Load Preview Report Has Net Rec ft.2 Sen Lat Net Sen Sys Sys Sys HigScope AED Ton Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Builcling 2.94 3.44 885 3,041 30,935 4,293 35,227 51,689 646 1390 1,390 System 1 No 2.94 3.44 885 3,041 30,935 4293 35,227 51,689 646 1,390 1,390 Venfilalon 428 821 1249 2,041 30 30 30 Supply Duct Latent 573 573 Realm Duct 0 3 3 3 Zone 1 3,041 30,507 2,896 33,403 49,645 646 1,390 1,390 1-Beclroom#1/Closets 586 6,740 553 7293 11,545 150 307 307 2-Mudroorn 174 818 53 871 1,851 24 37 37 3-Great Room/Dining Room 796 9,095 1,178 10273 11,311 147 414 414 44Qrhen 338 1,671 143 1B14 4,000 52 76 76 5-Foyer 95 1,025 90 1,115 2297 30 47 47 6-Parbr 157 1216 144 1,%0 2,991 39 55 55 7-Bedroom#2 227 3,144 234 3,378 4,646 60 143 143 8-Bedroom#3 224 4,049 286 4,335 5,593 73 184 184 9-Bathroom#2/Bathroom#3/Halls 307 1,515 172 1,687 3,913 51 69 69 10-Pantry/WIG. 137 1235 43 1,278 1,508 20 56 56 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday,January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2215 Laurel Ave(Lot Bay Shore,NY 11706 j System 1 - - Adequate Exposure Diversity Test -� Test For Adequate Exposure Diversity 50,000 40,000 30,000 m 43.5% Diff.from Avg. (2,381 Btuh Excursion) c 0 20,000-- NIS, 10,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. - System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 43.5%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,381 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore NY 11706 _Page 4 Total Building Summary Loads j Co-rtmpori Description 70saw A: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 233.7 4,634 0 8,838 8,838 J: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 32 634 0 502 502 103: Glazing-French door, .32/ .40, U-value 0.32, SHGC 40 794 0 824 824 0.4 G: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 54.4 1,080 0 657 657 E: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 368 0 400 400 F: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18 357 0 214 214 102: Glazing-French door, .32/ .40, U-value 0.32, SHGC 96 1,905 0 1,868 1,868 0.4 H: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 12.6 250 0 150 150 101: Glazing-French door, .32/ .40, U-value 0.32, SHGC 28 556 0 333 333 0.4 K: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 366 0 220 220 I: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 20.8 414 0 248 248 104: Glazing-French door, .32/ .40, U-value 0.32, SHGC 24 476 0 1,006 1,006 0.4 R25: Wall-Frame, Custom, R25, U-value 0.054 2108.2 7,059 0 2,519 2,519 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 3041.3 10,369 0 6,356 6,356 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 3041.3 5,492 0 1,152 1,152 R30, U-value 0.036 Subtotals for structure: 34,754 0 25,287 25,287 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,275 575 827 1,402 Infiltration: Winter CFM: 171, Summer CFM: 76 11,619 2,096 1,091 3,187 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 AED Excursion: 0 0 2,381 2,381 Total Building Load Totals: 51,689 4,293 30,935 35,227 Eck Figures Total Building Supply CFM: 1,390 CFM Per Square ft.: 0.457 Square ft. of Room Area: 3,041 Square ft. Per Ton: 885 Volume (ft3): 32,868 Total Heating Required Including Ventilation Air: 51,689 Btuh 51.689 MBH Total Sensible Gain: 30,935 Btuh 88 % Total Latent Gain: 4,293 Btuh 12 % Total Cooling Required Including Ventilation Air: 35,227 Btuh 2.94 Tons (Based On Sensible + Latent) 3.44 Tons (Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY_11706 Page 5 Building Bar Graph 15,000 10,000 Building Loss 51,689 Btuh 5,000 0 Floor 11% Wall 14% Ductwork 6% Ventilation 4% Roof 20% Glass 23% Infiltration 22% 20,000 15,000 Building 10,000 Gain 35,227 Btu h 5,000 0 Floor 3% Wall 7°% People 5% Infiltration 9% AED Excursion 7% Roof 18% Glass 43% Ductwork 4% Ventilation 4% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 6 System 1 Summary Loads Component Area Sen Lat Sen Total Description Ouan Loss Gain Gain Gain] A: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 233.7 4,634 0 8,838 8,838 J: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 32 634 0 502 502 103: Glazing-French door, .32/ .40, U-value 0.32, SHGC 40 794 0 824 824 0.4 G: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 54.4 1,080 0 657 657 E: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 368 0 400 400 F: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18 357 0 214 214 102: Glazing-French door, .32/ .40, U-value 0.32, SHGC 96 1,905 0 1,868 1,868 0.4 H: Glazing-.32/.40, U-value 0.32, SHGC 0.4 12.6 250 0 150 150 101: Glazing-French door, .32/.40, U-value 0.32, SHGC 28 556 0 333 333 0.4 K: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 366 0 220 220 I: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 20.8 414 0 248 248 104: Glazing-French door, .32/ .40, U-value 0.32, SHGC 24 476 0 1,006 1,006 0.4 R25: Wall-Frame, Custom, R25, U-value 0.054 2108.2 7,059 0 2,519 2,519 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 3041.3 10,369 0 6,356 6,356 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 3041.3 5,492 0 1,152 1,152 R30, U-value 0.036 Subtotals for structure: 34,754 0 25,287 25,287 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,275 575 827 1,402 Infiltration: Winter CFM: 171, Summer CFM: 76 11,619 2,096 1,091 3,187 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 AED Excursion: 0 0 2,381 2,381 System 1 Load Totals: 51,689 4,293 30,935 35,227 Supply CFM: 1,390 CFM Per Square ft.: 0.457 Square ft. of Room Area: 3,041 Square ft. Per Ton: 885 Volume (ft3): 32,868 Loads Total Heating Required Including Ventilation Air: 51,689 Btuh 51.689 MBH Total Sensible Gain: 30,935 Btuh 88 % Total Latent Gain: 4,293 Btuh 12 % Total Cooling Required Including Ventilation Air: 35,227 Btuh 2.94 Tons (Based On Sensible + Latent) 3.44 Tons (Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 7 System 1 Bar Graph 15,000 10,000 System 1 Loss 51 ,689 5,000 Btuh o -- - Floor 11% Wall 14% Ductwork 6% Ventilation 4% Roof 20% Glass 23% Infiltration 22% 20,000 15,000 System 1 10,000 Gain 35,227 Btuh 5,000 0 Floor 3% Wall 7% People 5% Infiltration 9% AED Excursion 7% Roof 18% Glass 43% Ductwork 4% Ventilation 4% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 _ Page 8 Manual S Performance Data - System 1 Loads and - — Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 30.935 Outdoor Wet Bulb: 71 Latent Gain: 4.293 Indoor Dry Bulb: 70 Total Gain: 35.227 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 51.689 Indoor Dry Bulb: 72 Entering Dry Bulb: 69.1 Indoor RH: 30 Supply Airflow: 646 LEquipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 60.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 45.000 30.935 145% Latent Capacity: 15.000 4.293 349% Total Capacity: 60.000 35.227 170% Heating: Model Type: Natural Gas Furnace, Model: , Nominal Capacity: 60.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 60.000 51.689 116% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday,January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore NY 11706 M Page 9 System 1 - Hourly Room Net Gain - System 1 Hourly Room Net Gain 14,0001. . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . .. . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . .. . . .. . . . . .. ... . . . .. . . . . . . . . . . 13,000— . . . . . . . . . . . .. . . .. . . . . . . . .. . . . .. . . . . . . . .. . .. . . . . .. . . . .. . .. . . . . .. . . . . . . ... . . . .. . . .. . . .. . . 12,000 ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ....... . . ... . . . . . . . . . . . ... . . .. ..... 11,000 ...... . . ................. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. 10,000 ..... . ........... ... ..................... . .... 9,000 ..... .. . .. . . . . . . . . . .. . . . . . .. . . . ...... . . . ...... . . . . ... . ... . . . . . . . .. . . . . . . . .. . . . .. . . . . . . .. ... 8,000 . ............................ . . ...... ... .... . . . ... . . ...... . . . .. . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . 'r! ffi 7,000 ........................... .......... ....... .............. . . . . . . . .. . . . . . . . .. . . . .. . . . . . . ...... 6,000 ................. ................................................. . . . . . . . . . . . . .. . . . . . . . .. ... 5,000 I .... .... ............. ...... ...... .................................... . ............ ....... 4,000 ....................... . . . ..... ...........................:F� . . ...... 3,000.............. . . . . . . . . . . I . . . . . . . . . . .... ......... .................... . . 2,000 . . . . 1,000 ... . . . . . . . . . . . . . . . . . ... . . . . 0 — 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day �— Bedroom#1 / Closets(49%4 ---� Mudroom(259/4 —ram Great Room/ Dining Room(450/4 —�— Kitchen(22%4 Foyer(501/6) Parlor(33%4 Bedroom#2(54%4 Bedroom#3(59%4 Bathroom#2/ Bathroom#3/ Halls(16%4 — — Pantry/ W.I.C.(551/4 Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting0 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 10 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) G Description L was A: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 233.7 4,634 0 8,838 8,838 J: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 32 634 0 502 502 103: Glazing-French door, .32/ .40, U-value 0.32, SHGC 40 794 0 824 824 0.4 G: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 54.4 1,080 0 657 657 E: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 368 0 400 400 F: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18 357 0 214 214 102: Glazing-French door, .32/ .40, U-value 0.32, SHGC 96 1,905 0 1,868 1,868 0.4 H: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 12.6 250 0 150 150 101: Glazing-French door, .32/ .40, U-value 0.32, SHGC 28 556 0 333 333 0.4 K: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 18.5 366 0 220 220 I: Glazing-.32/ .40, U-value 0.32, SHGC 0.4 20.8 414 0 248 248 104: Glazing-French door, .32/.40, U-value 0.32, SHGC 24 476 0 1,006 1,006 0.4 R25: Wall-Frame, Custom, R25, U-value 0.054 2108.2 7,059 0 2,519 2,519 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 3041.3 10,369 0 6,356 6,356 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 3041.3 5,492 0 1,152 1,152 R30, U-value 0.036 Subtotals for structure: 34,754 0 25,287 25,287 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,272 0 827 827 Infiltration: Winter CFM: 171, Summer CFM: 76 11,619 2,096 1,091 3,187 System 1, Zone 1 Load Totals: 49,645 2,896 30,507 33,403 Figures Supply CFM: 1,390 CFM Per Square ft.: 0.457 Square ft. of Room Area: 3,041 Square ft. Per Ton: 974 Volume (ft3): 32,868 j;Zone Loads Total Heating Required.- 49,645 Btuh 49.645 MBH Total Sensible Gain: 30,507 Btuh 91 % Total Latent Gain: 2,896 Btuh 9 % Total Cooling Required: 33,403 Btuh 2.78 Tons (Based On Sensible + Latent) 3.12 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 912 PM Development,Inc. A Residential Light HVAC Loads ■ Elite Softw21edeenBuidng Consulting Laurel Ave(Lot 2) Ba Shore,NY 11706 Pagel System 1, Zone 1 Bar Graph 15,000 10,000 System 1 , Zone 1 Loss 49,645 5,000 Btuh 0 Floor 11% Wall 14% Ductwork 7% Roof 21% Glass 24% Infiltration 23% 20,000 15,000 System 1 , Zone 10,000 1 Gain 33,403 Btuh 5,000 0 _ Floor 3% Wall 8% People 5% Infiltration 10% Roof 19% Glass 46% Ductwork 2% AED Excursion 7% r I Ave 2.rh Thursday, January 18 2024 9:12 PM C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\Lau e e of 9 y, y , Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting0 2215 Laurel Ave(Lot 21 Bay Shore,NY 11706 Page_12 j Detailed Room Loads - Room 1 - Bedroom #1 /Closets (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 24.4 ft. Zone Number: 1 Area: 586.0 sq.ft. Supply Air: 307 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 5,860 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 7 CFM Runout Air: 102 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 521 ft./min. Percent of Supply: 2 % Runout Air Velocity: 521 ft./min. Actual Winter Infil.: 45 CFM Actual Loss: 0.175 in.wg./100 ft. Actual Summer Infil.: 20 CFM Item Area -U- Htg Sen cig Lat Description Quantity Value HTM Loss HTM Gam W -Wall-R25 24.4 X 10 194.1 0.054 3.3 650 1.2 0 232 S -Wall-R25 23.5 X 10 163 0.054 3.3 546 1.2 0 195 N -Wall-R25 23.5 X 10 219.5 0.054 3.3 735 1.2 0 262 W -GIs-A shgc-0.4 0%S (3) 50.1 0.320 19.8 993 41.9 0 2,097 S -GIs-J shgc-0.4 56%S (2) 32 0.320 19.8 634 15.7 0 502 S-GIs-103 shgc-0.4 0%S 40 0.320 19.8 794 20.6 0 824 N -GIs-G shgc-0.4 100%S 10.9 0.320 19.8 216 11.8 0 129 N -GIs-E shgc-0.4 100%S 4.6 0.320 19.8 92 11.9 0 55 UP-Roof-R49 in rafters 24 X 24.4 586 0.055 3.4 1,998 2.1 0 1,225 Floor-R30 Frame 24.4 X 24 586 0.036 1.8 1,058 0.4 0 222 Subtotals for Structure: 7,716 0 5,743 Infil.: Win.: 45.1, Sum.: 20.2 714 4.296 3,068 0.403 553 288 Ductwork: 761 183 AED Excursion: 526 Room Totals: 11,545 553 6,740 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 13 Detailed Room Loads - Room 2 - Mudroom (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.8 ft. System Number: 1 Room Width: 25.5 ft. Zone Number: 1 Area: 174.2 sq.ft. Supply Air: 37 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 1,742 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 37 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 427 ft./min. Percent of Supply: 2 % Runout Air Velocity: 427 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.209 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Description Quantity Value HTM LOSS HTM Gain Gain N -Wall-R25 6.8 X 10 50.3 0.054 3.3 169 1.2 0 60 N -GIs-F shgc-0.4 100%S 18 0.320 19.8 357 11.9 0 214 UP-Roof-R49 in rafters 6.8 X 25.5 174.2 0.055 3.4 594 2.1 0 364 Floor-R30 Frame 25.5 X 6.8 174.2 0.036 1.8 315 0.4 0 66 Subtotals for Structure: 1,435 0 704 Infil.: Win.:4.3, Sum.: 1.9 68 4.303 294 0.410 53 28 Ductwork: 122 22 AED Excursion: 64 Room Totals: 1,851 53 818 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 14 Detailed Room Loads - Room 3 - Great Room/Dining Room (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 35.9 ft. System Number: 1 Room Width: 22.2 ft. Zone Number: 1 Area: 796.2 sq.ft. Supply Air: 414 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 9,554 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 7 CFM Runout Air: 104 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 9 CFM Runout Air Velocity: 528 ft./min. Percent of Supply: 2 % Runout Air Velocity: 528 ft./min. Actual Winter Infil.: 31 CFM Actual Loss: 0.180 in.wg./100 ft. Actual Summer Infil.: 14 CFM Area -U- Htg Sen Cig Value HTM Loss HTM E -Wall-R25 22.2 X 12 199.2 0.054 3.3 667 1.2 0 238 W -Wall-R25 22.2 X 10 125.7 0.054 3.3 421 1.2 0 150 W -GIs-102 shgc-0.4 74%S 96 0.320 19.8 1,905 19.5 0 1,868 E -GIs-A shgc-0.4 0%S (4) 66.8 0.320 19.8 1,324 41.9 0 2,800 UP-Roof-R49 in rafters 35.9 X 22.2 796.2 0.055 3.4 2,715 2.1 0 1,664 Floor-R30 Frame 22.2 X 35.9 796.2 0.036 1.8 1,438 0.4 0 301 Subtotals for Structure: 8,470 0 7,021 Infil.: Win.: 30.8, Sum.: 13.8 488 4.296 2,095 0.404 378 197 Ductwork: 746 247 AED Excursion: 710 People: 200 lat/per, 230 sen/per: 4 800 920 Room Totals: 11,311 1,178 9,095 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 15 Detailed Room Loads - Room 4 - Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.3 ft. System Number: 1 Room Width: 18.4 ft. Zone Number: 1 Area: 337.6 sq.ft. Supply Air: 76 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 1.1 AC/hr Volume: 4,052 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 76 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 558 ft./min. Percent of Supply: 2 % Runout Air Velocity: 558 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.259 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Cjg Lat Send Description Quantity Value HTM Loss HTM Gain Gait W -Wall-R25 18.4 X 10 149.8 0.054 3.3 502 1.2 0 179 W -GIs-G shgc-0.4 100%S (2) 21.8 0.320 19.8 432 11.8 0 258 W -GIs-H shgc-0.4 100%S 12.6 0.320 19.8 250 11.9 0 150 UP-Roof-R49 in rafters 18.3 X 18.4 337.6 0.055 3.4 1,151 2.1 0 706 Floor-R30 Frame 18.4 X 18.3 337.6 0.036 1.8 610 0.4 0 128 Subtotals for Structure: 2,945 0 1,421 Infil.: Win.: 11.6, Sum.: 5.2 184 4.295 791 0.402 143 74 Ductwork: 264 45 AED Excursion: 130 Room Totals: 4,000 143 1,671 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 16 Detailed Room Loads - Room 5 - Foyer (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.2 ft. System Number: 1 Room Width: 11.6 ft. Zone Number: 1 Area: 94.6 sq.ft. Supply Air: 47 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,135 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 47 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 535 ft./min. Percent of Supply: 2 % Runout Air Velocity: 535 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.326 in.wg./100 ft. Actual Summer Infil.: 3 CFM ea E -Wall-R25 11.6 X 10 69.4 0.054 3.3 232 1.2 0 83 E -GIs-101 shgc-0.4 100%S 28 0.320 19.8 556 11.9 0 333 E -GIs-K shgc-0.4 100%S (2) 18.5 0.320 19.8 366 11.9 0 220 UP-Roof-R49 in rafters 8.2 X 11.6 94.6 0.055 3.4 323 2.1 0 198 Floor-R30 Frame 11.6 X 8.2 94.6 0.036 1.8 171 0.4 0 36 Subtotals for Structure: 1,648 0 870 Infil.: Win.: 7.3, Sum.: 3.3 116 4.299 498 0.406 90 47 Ductwork: 151 28 AED Excursion: 80 Room Totals: 2,297 90 1,025 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 17 Detailed Room Loads - Room 6 - Parlor (Average Load Procedure) �Calculation Mode: Htg. &clg. Occurrences: 1 1 Room Length: 12.7 ft. System Number: 1 Room Width: 12.4 ft. Zone Number: 1 Area: 157.3 sq.ft. Supply Air: 55 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.1 AC/hr Volume: 1,573 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 55 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 635 ft./min. Percent of Supply: 2 % Runout Air Velocity: 635 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.457 in.wg./100 ft. Actual Summer Infil.: 5 CFM Value IiTM Loss - - --HTM -Gain Gin j E -Wall-R25 12.4 X 10 90.8 0.054 3.3 304 1.2 0 108 N -Wall-R25 12.4 X 5 62.1 0.054 3.3 208 1.2 0 74 E -GIs-A shgc-0.4 95%S (2) 33.4 0.320 19.8 662 13.2 0 442 UP-Roof-R49 in rafters 12.7 X 12.4 157.3 0.055 3.4 536 2.1 0 329 Floor-R30 Frame 12.4 X 12.7 157.3 0.036 1.8 284 0.4 0 60 Subtotals for Structure: 1,994 0 1,013 Infil.: Win.: 11.8, Sum.: 5.3 186 4.295 800 0.403 144 75 Ductwork: 197 33 AED Excursion: 95 Room Totals: 2,991 144 1,216 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday,January 18 2024 9:12 PM 1 Y� Y � , Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 18 Detailed Room Loads - Room 7 - Bedroom#2 (Average Load Procedure) Ge Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.9 ft. System Number: 1 Room Width: 16.3 ft. Zone Number: 1 Area: 227.3 sq.ft. Supply Air: 143 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 2,273 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 72 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 525 ft./min. Percent of Supply: 2 % Runout Air Velocity: 525 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.229 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Sen Description-- Quantity Value HTM Loss HTM Gain 011M W -Wall-R25 16.3 X 10 122.6 0.054 3.3 411 1.2 0 146 S-Wall-R25 13.9 X 10 128.8 0.054 3.3 431 1.2 0 154 W -GIs-A shgc-0.4 0%S 16.7 0.320 19.8 331 41.9 0 700 S -GIs-1 shgc-0.4 100%S 10.4 0.320 19.8 207 11.9 0 124 W -GIs-104 shgc-0.4 0%S 24 0.320 19.8 476 41.9 0 1,006 UP-Roof-R49 in rafters 13.9 X 16.3 227.3 0.055 3.4 775 2.1 0 475 Floor-R30 Frame 16.3 X 13.9 227.3 0.036 1.8 410 0.4 0 86 Subtotals for Structure: 3,041 0 2,691 Infil.: Win.: 19.1, Sum.: 8.6 303 4.294 1,299 0.403 234 122 Ductwork: 306 85 AED Excursion: 245 Room Totals: 4,646 234 3,144 i C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 19 Detailed Room Loads - Room 8 - Bedroom #3 (Average Load Procedure) Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 14.5 ft. System Number: 1 Room Width: 15.4 ft. Zone Number: 1 Area: 223.5 sq.ft. Supply Air: 184 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 2,236 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 92 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 470 ft./min. Percent of Supply: 2 % Runout Air Velocity: 470 ft./min. Actual Winter Infil.: 23 CFM Actual Loss: 0.143 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item - - -- Area -U- Htg Sen Clg Lat Sen Description Quan' _ __Value------- HTM Loss HTM Gain affm E -Wall-R25 15.4 X 10 90.2 0.054 3.3 302 1.2 0 108 S-Wall-R25 14.5 X 10 134.6 0.054 3.3 451 1.2 0 161 N -Wall-R25 7 X 10 70 0.054 3.3 234 1.2 0 84 E -GIs-A shgc-0.4 0%S (3) 50.1 0.320 19.8 993 41.9 0 2,100 S -GIs-1 shgc-0.4 100%S 10.4 0.320 19.8 207 11.9 0 124 E -GIs-E shgc-0.4 56%S (3) 13.9 0.320 19.8 276 24.9 0 345 UP-Roof-R49 in rafters 14.5 X 15.4 223.5 0.055 3.4 762 2.1 0 467 Floor-R30 Frame 15.4 X 14.5 223.5 0.036 1.8 404 0.4 0 85 Subtotals for Structure: 3,629 0 3,474 Infil.: Win.: 23.3, Sum.: 10.4 369 4.296 1,586 0.404 286 149 Ductwork: 368 110 AED Excursion: 316 Room Totals: 5,583 286 4,049 1 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 912 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 20 Detailed Room Loads - Room 9 - Bathroom #2/Bathroom #3/Halls (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.0 ft. System Number: 1 Room Width: 18.1 ft. Zone Number: 1 Area: 307.4 sq.ft. Supply Air: 69 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 3,074 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 69 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 506 ft./min. Percent of Supply: 2 % Runout Air Velocity: 506 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.213 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg +Descnption Quantity Value HTM Loss HTM S -Wall-R25 17 X 10 148.2 0.054 3.3 496 1.2 0 177 W -Wall-R25 2.6 X 10 25.8 0.054 3.3 86 1.2 0 31 E -Wall-R25 2.6 X 10 25.8 0.054 3.3 86 1.2 0 31 S-GIs-G shgc-0.4 93%S (2) 21.8 0.320 19.8 432 12.4 0 270 UP-Roof-R49 in rafters 17 X 18.1 307.4 0.055 3.4 1,048 2.1 0 642 Floor-R30 Frame 18.1 X 17 307.4 0.036 1.8 555 0.4 0 116 Subtotals for Structure: 2,703 0 1,267 Infil.: Win.: 14.0, Sum.: 6.3 222 4.295 952 0.402 172 89 Ductwork: 258 41 AED Excursion: 118 Room Totals: 3,913 172 1,515 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 21 Detailed Room Loads - Room 10 - Pantry/ W.I.C. (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.9 ft. System Number: 1 Room Width: 5.5 ft. Zone Number: 1 Area: 137.0 sq.ft. Supply Air: 56 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,370 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 56 CFM Percent of Supply.: 2 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 645 ft./min. Percent of Supply: 2 % Runout Air Velocity: 645 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.471 in.wg./100 ft. Actual Summer Infil.: 2 CFM item Area -U- Htg Sen Clg Lat Sen Quar Value HTM Loss HTM Gain Grit W -Wall-R25 5.5 X 10 38.3 0.054 3.3 128 1.2 0 46 W -GIs-A shgc-0.4 0%S 16.7 0.320 19.8 331 41.9 0 699 UP-Roof-R49 in rafters 24.9 X 5.5 137 0.055 3.4 467 2.1 0 286 Floor-R30 Frame 5.5 X 24.9 137 0.036 1.8 247 0.4 0 52 Subtotals for Structure: 1,173 0 1,083 Infil.: Win.: 3.5, Sum.: 1.6 55 4.291 236 0.400 43 22 Ductwork: 99 33 AED Excursion: 96 Room Totals: 1,508 43 1,235 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting . 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 22 j Room Cooling and Heating Loads Bar Graphs Bedroom#1 /Closets Mudroom Cooling Great Room/Dining Room Kitchen Foyer Parlor Bedroom#2 Bedroom#3 Heating Bathroom#2/Bathroom#3/Halls Pantry/W.I.C. 0 5,000 10,000 15,000 Btuh L C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 23 Room Cooling Loads Bar Graphs Bedroom#1 /Closets Mudroom Sensible Great Room/Dining Room Kitchen Foyer Parlor Bedroom#2 Bedroom#3 Latent Bathroom#2/Bathroom#3/Halls Pantry/W.I.C. 0 5,000 10,000 15,000 Btuh CAUsers\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 912 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2215 Laurel Ave(Lot 2) Bay Shore,NY 11706 Page 24 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Room Area Sens Htg Duct Duct Sens Lat Cig No Name SF Btuh CFM Size Vel Btuh Btuh CFM AJ ---Zone 1--- 1 Bedroom#1 / 586 11,545 150 3-6 521 6,740 553 307 307 Closets 2 Mudroom 174 1,851 24 1-4 427 818 53 37 37 3 Great Room/ 796 11,311 147 4-6 528 9,095 1,178 414 414 Dining Room 4 Kitchen 338 4,000 52 1-5 558 1,671 143 76 76 5 Foyer 95 2,297 30 1-4 535 1,025 90 47 47 6 Parlor 157 2,991 39 1-4 635 1,216 144 55 55 7 Bedroom#2 227 4,646 60 2-5 525 3,144 234 143 143 8 Bedroom#3 224 5,583 73 2-6 470 4,049 286 184 184 9 Bathroom#2/ 307 3,913 51 1-5 506 1,515 172 69 69 Bathroom#3/ Halls 10 Pantry/W.I.C. 137 1,508 20 1-4 645 1,235 43 56 56 Ventilation 2,041 428 821 Duct Latent 573 Return Duct 3 0 3 System 1 total 3,041 51,689 646 30,935 4,293 1,390 1,390 System 1 Main Trunk Size: 12x20 in. Velocity: 834 ft./min Loss per 100 ft.: 0.093 in.wg Mb n9 Sy. Cooling Sensible/Latent Sensible Latent Total :Tons Split Btuh Btuh _ Btuh Net Required: 2.94 88%/ 12% 30,935 4,293 35,227 Recommended: 3.44 75%/25% 30,935 10,312 41,246 Actual: 5.00 75%/25% 45,000 15,000 60,000 Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: RHEEM Description: Natural Gas or Propane Furnace Efficiency: 0 AFUE 16 SEER Sound: 0 0 Capacity: 60,000 Btuh 60,000 Btuh Adjusted Capacity: n/a 60,000 Btuh Sensible Capacity: n/a 45,000 Btuh Adjusted Sensible Capacity: n/a 45,000 Btuh Latent Capacity: n/a 15,000 Btuh Adjusted Latent Capacity: n/a 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 2.rh9 Thursday, January 18, 2024, 9:12 PM FIELD INSPECTION REPORT • J FOUNDATION(1ST -,,--------------- FOUNDATION 1 Mil i ROUGH FRAMING : , PLUMBING INSULATION STATE ENERGY • 1 Aa JJJI 1' ;�'� ► � .lam.� .►1�' - ADDITIONAL COMMENTSmin MIR • _ m Alm upm r (•J � =�o�°S�FFotkCoay2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT H 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 Receive-P'-:\ APPLICATION FOR BUILDING PERMIT e� �A For Office Use Only PERMIT NO. C56 aw`l Building Inspector: -Applications and`forms must be'filled out intheirentirety.Incomplete •applications will'not be accepted.`Where`the Applicant is not the owrier an Owner's Authorization form(Page 2)I-shall,be completed. Date: OWNERS)OF:PROPERTY Name:Constantino Marra SCTM#1000 4-O' S Q(p- Project Address: 2 2,�"j Z., a-rUl. 1/eIUV E, c�0 Ufl LOT 2� Phone#:516-946-235 Email:dmarra02@gmail.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT=PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 FI;mail:bepperson@amparchitect.com DESIGN:PROFESSIONAL INFI RPAATION: ' Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, NAY. 11952 � Phone#:631 603 9092 Email:aportillo@amparchitect.co.m CONTRACTOR-INFORMATION: Name: Mailing Address: Phone#: Email: ..DESCRIPTION'OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ . Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ONO 1 PROPERTY INFORMATION \\ Existing use of property: Intended use of property: S' 111 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property?';KYes-❑No IF YES, PROVIDE A COPY_ 4 Check mBox After Readi rig:'T'The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building'Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction ofbuildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances;building code, ' housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law., Application Submitted By(print name): (Z lAuthorized Agent Downer _ Signature of Applicant: Date STATE OF NEW YORK) SS: COUNTY OFS 14- N� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A-(�:ye-o-T- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewithZ.J _ �A BARBARA H. TANDY 7v Sworn before me this Notary Publio,State Of New York No. 01TA6086001 Qualified In Suffolk CountyeJ S day of� u�'�-N ,200� CommiGgl�a Ex�ireS !'�S'� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, C S 7 ✓to �Q-vr� residing at 11 /sy< Ave- J2A Cif-Lq N do hereby authorize POrl f ',��(i1yC�Q. to apply on my behalf to the TqwRof Southold Building Department for approval as described herein. '5 2o24 Owner's Signature Date Print Owner' Name 2 t OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 5�so , P.O.Box 1179 54375 State Route 25 T,�� � Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) t�� Telephone-631 765-1935 Southold, NY www.southoldtownny.gov couNil PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 2023 Martin Finnegan, Esq. Finnegan Law, P.C. P.O. Box 1452 Mattituck, NY 11952 Re: Final Plat Approval Messina Conservation Subdivision 705, 751 & 2425 Laurel Avenue, Southold SCTM#1000-56-1-1, 55-6-35 & 36 Dear Mr. Finnegan: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, June 5, 2023: WHEREAS, this 80/60 conservation subdivision proposes to subdivide 50 acres into eight (8) residential lots of approximately 35,000 sq. ft. each, and one 43.6-acre parcel to be preserved as open space by the Town; and WHEREAS, on September 12, 2022, the Planning Board granted Conditional Final Plat Approval on the application; and WHEREAS, on June 5, 2023, at their work session, the Planning Board reviewed the application and the Planning staff report dated June 5, 2023, and found that all conditions of the Conditional Final Plat Approval have been met; therefore be it } Messina Conservation Subdivision Page 12 June 6, 2023 RESOLVED, that the Southold Town Planning Board hereby grants Final Plat Approval upon the map entitled, "Final Plat Messina 80160 Clustered Conservation Subdivision", prepared by Nathan Taft Corwin III, Land Surveyor, dated as last revised May 24, 2023, and authorizes the Chairman to endorse the maps. Upon endorsement of the Final Plat by the Chairman, the mylars and paper prints must be picked up at this office and the Final Plat filed with the Suffolk County Clerk by the applicant within 62 days of the date of Final Plat Approval, or such approval shall expire. The Final Plat is void if revised after approval. No changes, erasures, modification(s), or revisions shall be made to any Final Plat after it has been approved by the Planning Board, and such approval has been endorsed in writing on the plat, unless the said plat is first re-submitted to the Planning Board and the Planning Board approves any modifications. In the event that any such Final Plat is filed without complying with this requirement, the same shall be considered null and void, and the Planning Board shall institute proceedings to have the Final Plat stricken from the records of the Suffolk County Clerk. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office at (631) 765-1938. Respectfully, g �� 'A°�r Donald J. Wt nski Chairman 1 CC#: C2345817 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK The Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 05/04/2023 under Liber D00013200 and Page 222 and, that the same is a true copy thereof,and of the whole of such original. In Testimony Whereof, 1 have hereunto set my hand and affixed the seal of said County and Court this 05/0412023 SUFFOLK COUNTY CLERK VINCENT PULEO SEAL 11111119 IIII IIIII IIIII IIIII I III I II III(IIII 11111[III IIII MEN I(IIIII IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 05/04/2023 Number of Pages: 8 At: 11:03:32 AM Receipt Number : 23-0059495 LIBER: D00013200 PAGE : 222 District: Section: Block: Lot: 1000 055.00 06. 00 036.000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $40.00 NO Handling $20 .00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $5.20 NO RPT $400 .00 NO Fees Paid $485.20 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County 1 2 F4�_::GRGED _2 Nau 04 1103:32 All I�:ince�"�t• PUleo ,fiber of pages CLERK 13F 5IJFFOLK COUNTY This document Will be public P 222 record.Please remove all Social Security Numbers prior to recording. / Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax 584 SubTotal Spec./Assit. Notation or EA-5217(County) SubTotal Spec./Add. TOT.MTG.TAX EA-5217(State) _ Dual Town Dual County R.P.T.S.A. Held forAppointment Comm.of Ed. S. 00 Transfer Tax Affidavit QP is Mansion Tax S �p� The property covered by this mortgage is Certi y or wili be Improved by a one or two NYS Surcharge 15. 00 �l family dwelling only. Sub Total —ioL 0 YES orNO Other Grand Total,_y 15. Q0 If NO,see appropriate tax clause on page q ofthisinstrument. wa 1 04 fib 1n ..ao 5 Community Preservation Fund 4 Dist 000 5077767 am Reai Prop I I I Consideration Amount$ Tax Servit R D�TWYSAAAgencyCPF Tax Due $ Verificati 0"AY LLII���� rrgqppee improved 6 Satisfactions/Dischargis�eOiR&HEfURN70�ownersMailingAddress Vacant Land FINNEGAN LAW,P.C. TD Martin D.Finnegan,Esq. PO BOX 1452 TD 13250 Main Road Mattituck,NY 11952 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached COVENANT made by, (SPECIFYTYPE OF INSTRUMENT) ` 2425 LAUREL AVENUE LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK TO In the TOWN of SOUTHOLD TOWN OF SOUTHOLD PLANNING BOARD In the VILLAGE or HAMLET of BOXES B THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over R DTY A Stat ID: 5077767 04- AY-Z3 Tax Maps Act Secton Block Lot School District A0 05500 0600 036000 SOUTHOLD :1000 05600 0100 OD1000 SOUTHOLD DFri,ARaTION OF COVENANTS AND RESTRICTIONS DECLARATION made this r day of 200 by 2425 LAUREL AVENUE LLC,a New York Limited Liability Company with an address at PO Box IS 1,Westhampton,NY 11977,hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS,the Declarant is the owner of a portion of certain real property situate at 2425 Laurel Avenue,Town of Southold,County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 055.00,Block 06.00, Lot 036.000,and 705 Laurel Avenue,Town of Southold,County of Suffolk, State of New York,described in the Suffolk County Tax Map as District 1000, Section 056.00, Block 01.00,Lot 001.000,consisting of eight residential building lots, and more particularly bounded and described in Schedule"A"annexed hereto(hereinafter referred to as the Property); and WHEREAS,the Property is a portion of a larger aggregate of parcels for which the Declarant made an application to the Planning Board of the Town of Southold to subdivide into eight residential building lots and one open space parcel as shown on the Subdivision Map entitled"Final Plat Messina 80/60 Clustered Conservation Subdivision" prepared by Nathan Taft Corwin III,dated September 2021 and last revised on January 25,2023,to be filed with the Suffolk County Clerk,and hereinafter referred to as the "Subdivision Map"; and WHEREAS,for and in consideration of the granting of said subdivision application shown on the Subdivision Map,and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office;and WHEREAS,the purpose of these covenants is to mitigate environmental and public health, safety and welfare impacts from the subdivision and development of the subject property,and to further the goals of the Town's Comprehensive Plan;and WHEREAS, §278 of New York State Town Law authorizes cluster development of subdivisions for the purpose of preserving the natural and scenic qualities of open lands;and WHEREAS,the Subdivision Code of the Town of Southold permits Conservation Subdivisions where 80%of the buildable land is preserved in perpetuity, and the number of residential lots is reduced by 60%;and WHEREAS, as a condition of approval of this conservation subdivision,and in accordance with the Town's goals of land preservation,the Southold Town Planning Board has found that 80%of buildable lands for the aforementioned property equals 31.3 acres,and has required at least that amount of land be preserved in its natural state;and WHEREAS,the subdivision preserves 83%of the buildable lands(32.6 acres) through the sale of that land to Southold Town,purchased using the Community Preservation Fund,as shown on the aforementioned Subdivision Map as the"Open Space Parcel";and WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW,THEREFORE,THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed,does hereby make known,admit,publish,covenant and agree that the Property herein described shall hereafter be subject to the covenants and restrictions as herein cited,to wit: 1. There shall be no further subdivision of any of the lots shown on the aforesaid Subdivision Map resulting in additional building lots.In addition,no lot lines shall be modified unless authorized by resolution of the Southold Town Planning Board. 2. Clearing Restrictions a. The timing and methodology for clearing must follow the Southold Town Planning Board's"Protocol for Eastern/Woodland Box Turtle Conservation During Construction",on file with the Southold Town Planning Department.At the time of the creation of these covenants,the Woodland Box Turtle,aka the Eastern Box Turtle,was listed by New York State DEC as a species of special concern. This protocol limits the time of year clearing is allowed based on the biology of the protected species.It also provides certain procedures that must be followed prior to clearing. b. Prior to any clearing or grading,the applicant must provide correspondence from the New York State Department of Environmental Conservation(NYSDEC) Regional Office with a determination about whether a clearing timeframe must-be applied for the protection of the Northern Long-Eared Bats that may be present in this area.At the time this subdivision was approved,the Northern Long-Eared Bat and its habitat were federally listed and protected by the U.S.Endangered Species' Act.The time of year when clearing is permitted may be limited by the NYS DEC. c. Lots 1 through 8 are subject to a maximum limit of clearing for each lot pursuant to Southold Town Code,which equals 50%of the buildable lot area as follows(in square feet): Lot 1: 17,707 VLo2 8fl8;>3� Lot 3: 18,297 Lot 4: 17,527 Lots 5 through 8: 17,500 2 d. No clearing or grading is permitted outside the limits of clearing stated above in item c. e. Existing native vegetation including groundcover,shrubs and trees,shall be preserved in all areas outside the limits of permissible clearing,with the exception of deadfall and invasive plants.The deadfall and invasive plants proposed to be removed must be identified in the field for inspection by Planning Department staff prior to removal.Removal must be done selectively,preserving native plants to the extent practicable. f. Prior to building permits being issued,the clearing limits,and amount of land to be cleared shall be shown on the survey submitted in the building permit application. g. Prior to any clearing or grading,the clearing limits and buffers shall be clearly staked on site and inspected by Planning Department staff for compliance with these covenants and the Subdivision Map. h. After clearing and prior to beginning construction,the cleared area must be inspected by a Town official(either Building,Planning or Engineering Department)to confirm the cleared area conforms to the approved clearing restrictions. L At any time,in perpetuity,in the event that a lot is cleared beyond the aforementioned permissible limit,the areas must re-vegetated by the lot owner according to a revegetation plan reviewed and approved in writing by the Planning Board.Any work being conducted on the site at the time the over- clearing is discovered,including interior construction,will be stopped until the site is revegetated according the revegetation plan.If the season does not permit replanting immediately,work may continue after a performance guarantee is provided in the amount it would cost to fully implement the approved revegetation plan. 3. Boundary Fence Prior to building permits being issued,a split-rail or similar fence to mark the edge of the Town's open space parcel is required to be installed as shown on the Subdivision Map.After installation,the fence will be maintained by Southold Town. 4. Installation of Boundary Markers Prior to building permits being issued,concrete monuments must be installed at all lot corners as shown on the Subdivision Map,and inspected by Planning staff. 5. Storm-water Runoff Management a. All stormwater run-off resulting from the development of the residential lots on the Subdivision Map shall be retained on site and shall be the responsibility of each lot owner. b. Storm-water shall be controlled pursuant to a Stormwater Pollution Prevention Plan(SWPPP)that meets all of the requirements of Part III of the New York State Department of Environmental Conservation State Pollutant Discharge Elimination System(SPDES)General Permit for Stormwater Discharges from Construction Activity.The New York Department of Environmental Conservation will have direct oversight of the SPDES permit and the SWPPP for construction on the residential lots shown on the Subdivision Map. 3 6. Lighting All exterior lights shall comply with Town Code requirements pursuant to Town Code Chapter 172 Lighting, Outdoor,currently or as may be amended 7. Utilities Utilities,including but not limited to electric,gas,telephone,cable and water,must be located underground. 8. Street Trees Prior to building permits being issued,thirty-six(36)street trees are required to be planted and maintained along Laurel Avenue,as shown on the Subdivision Map. Each lot owner is responsible for maintaining these trees in good condition, protecting them from deer browse and antler-rub until they are mature enough to resist damage from deer,and replacing them in the event that they die,are destroyed by storms,and/or are removed for any reason. No street trees may be removed,except in the case of trees that are dead or diseased and are a safety hazard,and only after submitting an arborist's report to the Planning Board and the Planning Board issuing their approval in writing to remove the tree. Replacement of street trees must be done within six months with a species acceptable to the Planning Board at the expense of the Lot owner. 9. Irrigation,landscaping and fertilizer restrictions: a. Use smart irrigation control systems to prevent over-watering; b. The use of synthetic fertilizers,herbicides or pesticides is prohibited; c. The use of native,drought-tolerant plants are required in landscaping. d. The use of fertilizer products containing nitrogen,phosphorus or potassium is prohibited between November I and April 1. e. Only organic fertilizers where the water-soluble nitrogen is no more than 20%of the total nitrogen in the mixture may be utilized on the lots. f. A maximum of I pound of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 pounds per 1,000 square feet per year is permitted. g. The use of lawn fertilizer containing phosphorous is prohibited unless establishing a new lawn or a soil test shows that the lawn does not have enough phosphorus. h. Any fertilizer that is spilled on impervious surfaces shall be immediately picked up. 10.Underground storage tanks are prohibited,except those with spill,overfill and corrosion protection requirements in place. The within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT,its successors and assigns,and upon all persons or entities claiming under them,and may not be annulled,waived,changed,modified,terminated, revoked,or amended by the current owner or subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor,following a public hearing. 4 If any section,subsection,paragraph,clause,phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction,be adjudged illegal, unlawful,invalid or held to be unconstitutional,the same shall not affect the validity of these covenants as a whole,or any other part or provision hereof other than the part so adjudged to be illegal,unlawful,invalid,or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York,by injunctive relief or by any other remedy in equity or at law.If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred,the violator,whether it is Declarant,its successors or assigns,or persons or entities claiming under them shall pay either directly or by reimbursement to the Town all reasonable attorney's fees,court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein.The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF,the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: 2425 LAUREL AVENUE LLC By Daniel Messina,Sole Member STATE OF 5t11*(%1016e ) COUNTY OF rIPaW, ) SS: On this al day of /Acut4 ,in the year 20§3 ,before me personally appeared DANIEL MESSINA,known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed the instrument,and that such individual made such appearance before the undersigned in the State of Saw "n% ,County of ( 1921an JARRED COOPER Kink OC]2031 NOt Public Notary Public State of South Carolina My Commission Expires Aug 10, 5 SCHEDULE A Metes and Bounds Description 2425 Laurel Avenue LLC All that plot,piece or parcel of land situate,lying and being at Southold,Town of Southold, County of Suffolk and State of New York„more particularly bounded and described as follows: PARCEL 1 BEGINNING at a concrete monument along the westerly side of Laurel Avenue where the same is intersected by the southerly line of Lot 39 as shown on a certain map entitled"Map of Yennecott Park",filed in the office of the Clerk of Suffolk County on October 9, 1968 as File No.5187 at the northeasterly corner of land to be herein described,above said concrete monument being also South 14 degrees 04 minutes 00 seconds East along the westerly side of Laurel Avenue, 140.00 feet from the corner formed by the intersection of the southerly side of Yennecott Drive with the westerly side of Laurel Avenue; RUNNING the following two(2)courses and distances along the westerly side of Laurel Avenue: (1) South 14 degrees 04 minutes 00 seconds East,8.90 feet to a point; (2) South 14 degrees 35 minutes 10 seconds East,368.33 feet to a point along the northerly line of a certain high tension electric transmission line easement and through land now or formerly 2425 Laurel Avenue LLC.; RUNNING thence the following two(2)courses and distances along the northerly line of above said easement and land: (1) North 85 degrees 01 minutes 39 seconds West,212.25 feet to a point; (2) North 14 degrees 35 minutes 10 seconds West,338.68 feet to a point along the southerly line of Lot 40 as shown on a certain map entitled"Map of Yennecott Park",filed in the office of the Clerk of Suffolk County on October 9, 1968 as File No. 5187; RUNNING thence North 84 degrees 38 minutes 30 seconds East along the southerly lines of Lots 39 and 40 as shown on above said map,202.70 feet to the point or place of BEGINNING; PARCEL 2 BEGINNING at a point along the westerly side of Laurel Avenue where the same is intersected by the southerly line of a certain high tension electric transmission line easement at the northeasterly corner of land to be herein described,above said point being also the following two (2)courses and distances from the corner formed by the intersection of the southerly side of Yennecott Drive with the westerly side of Laurel Avenue; (1) South 14 degrees 04 minutes 00 seconds East, 148.90 feet to a point; (2) South 14 degrees 35 minutes 10 seconds East,432.00 feet to the point or place of BEGINNING; RUNNING the following three(3)courses and distances along the westerly side of Laurel Avenue: (1) South 14 degrees 35 minutes 10 seconds East, 179.11 feet to a point; (2) South 13 degrees 07 minutes 30 seconds East,312.17 feet to a point; (3) South 12 degrees 45 minutes 40 seconds East, 534.01 feet to a point; RUNNING thence the following five(5)courses and distances through land now or formerly of 2425 Laurel Avenue LLC and along the southerly line of a certain high tension electric transmission line easement: (1) South 76 degrees 52 minutes 30 seconds West,200.00 feet to a point; (2) North 12 degrees 45 minutes 40 seconds West,534.63 feet to a point; (3) North 13 degrees 07 minutes 30 seconds West,308.98 feet to a point; (4) North 14 degrees 35 minutes 10 seconds West,247.62 feet to a point; (5) South 85 degrees 01 minutes 39 seconds East,212.25 to the point or place of BEGINNING. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook.50 Circle Road,Stony Brook,NY 11790 P.(631)444-03651 F:(631)444-0360 www.dec.ny gov October 6, 2023 AMP Architecture PLLC 1075 Frankville Rd Laurel, NY 11948 Re: Application ID 1-473.8-009.52/00005 Marratime Captial V LLC Project 705,-751,2425 Laurel Ave, Southold, NY SGTM#1000-55-6-35,36 SCTM# 1.000 561A Dear Applicant, have received your request to obtain a definitive determination regarding a-clearing time frame to protect the habitats of Northern long-eared bats for the development of-the subdivision. Since the.DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB} (Myods septentrionalis},a species listed as"endangered" by both New York State and the US Fish &Wildlife Service, within 3 miles of the project location. We have determined that tree cutting.at this location between March 1 and November 30 of any calendar year may result in the"take".of these:endangeredlthreatened species or their habitat within the meaning,of Environmental Conservation Law(ECL) §11.-535.The term "take" is defined in part as the direct killing or injury of individual members of a protected species; interference with critical breeding; foraging, migratory or other essential behaviors, or the, Adverse modification of the species' habitat The"take"of a species listed as.endangered or threatened is prohibited in the absence of a permit from this Department issued.pursuant to ECL§1 1-535. In order to avoid an.Endangered Species "take," no tree cutting activities must be conducted ,at theproject site between the dates. of March 1 and November 30,of any calendaryear, If you u have questions about the presence of protected species on or near your property,the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations please contact the Regional Wildlife Manager at(631) 444-0al.0:. Sincerely , Ma MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File Y Department of 4TiM ERVlronmental` ConSemuoit NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION C?ivision of Water, Bureau of Water Permits 625 Broadway,Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 www.dec.ny.gov 5/2/2024 Marratime Capital V, LLC Dino Marra PO Box 486 Glenwood Landing, NY 11547 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: Laurel Avenue Southold Subdivision 2425 Laurel Avenue Southold, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 4/22/2024, which is the date the Department received your complete eNO1. The permit identification number for this site is: NYR11 M510. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part II.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). NEWYORK Department of STATE OF OPPORTUNITY Environmental Conservation If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the I ppropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Setauket, NEW YORK 11733 o�S�FFOL,i�•c BUILDING DEPARTMENT- Electrical Inspector �Gy TOWN OF SOUTHOLD a ` Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 lam esh a southoldtownny.gov -- seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 07/10/2024 Company Name: Vue Electric Inc Electrician's Name: Joseph Piscatello License No.: 5230-ME Elec. email:joe@vueelectric.com Elec. Phone No: 516-805-2606 1 request an email copy of Certificate of Compliance Elec. Address.: 365 Kir kup Ln P,Pattituck, "JY 11952 JOB SITE INFORMATION (All Information Required) Name: Laurel Ave Subd Lot 2 Address: 2215 Laurel Ave, Southold, NY 11971 Cross Street: Yennecott Dr Phone No.: 631-603-9092 Bldg.Permit#: 50629 email:dmarra02@gmail.com Tax Map District: 1000 Section:55 Block: 06 Lot:36.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Construction Square Footage: 16658 Circle All That Apply: 11aa Is job ready for inspection?: YES ✓❑ NO Rough In Fin I Do you need a Temp Certificate?: YES NO Ffta�a 'l l�y �.� Y p � � Issued On Temp Information: (All information required) Service Size 71 Ph 73 Ph Size: 200 A # Meters 1 Old Meter# NA ❑New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect[]✓ Underground[]Overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? ✓ Y ON Additional Information: PAYMENT DUE WITH APPLICATION L4 I S- 0 rec# )07 Re)l 3,igo . o-b re cA N7 71 Z �o�g�FFOI��oG a y� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Gy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # ► —IQ a Date w� 2024 Customer Name LOA&ec Electrician Name (� Address aaj L"014 Phone . 1 kp • $O Q(p e-mail tMavr�t. 1 Gor4 a-mail 'e� t GG , O� Phone (p ! o D License 2.3 O - Wl E Size a o o A Phase t Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service. Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is v days from the date above. Authorized by '�t�Ir�Og BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 � 11 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ��� ,,. jameshpsoutholdtownny.cov -- seand @southoldfiownny.g v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 07/10/2024 Company Name: Vue Electric Inc Electrician's Name: Joseph Piscatello License No.: 5230-ME Elec. email:joe@vueelectric..com Elec. Phone No: 516-805-2606 EE I request an email copy of Certificate of Compliance Elec. Address.: 3615 Kirix r` I 11A tuts ir.L I m , JOB SITE INFORMATION (All Information Required) Name: Laurel Ave Subd Lot 2 Address: 2215 Laurel Ave, Southold, NY 11971 Cross Street: Yennecott Dr Phone No.: 631-603-9092 Bldg.Permit#: 50620' ' email:dmarra02@gmail.com Tax Map District: 1000 Section:55 Block: 06 Lot:36.2 BRIEF DESCRIPTION OF-WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Construction Square Footage: 16658 Circle All That Apply: 1 7C-A Is job ready for inspection?: YES ✓� NO Rough In Fin I Do you need a Temp Certificate?: 0 YES NO Issued On -t %I Temp Information: (All information required) Service SizeFv_11 Ph❑3 Ph Size: 200 A # Meters'l'.,." Old Meter# NA ❑New ServiceQFire ReconnectOFlood ReconnectOService Reconnect 0✓ UndergroundQOverhead # Underground Laterals 1 2 H Frame 0 Pole Work done on Service? ✓ Y DN Additional Information: PAYMENT DUE WITH APPLICATION L4 I S-•81D re.c# 3 . o-b rc CA (07$�: PERMIT# Address: Switches Outlets ,, G F I's Surface Sconces ` 6 H H's 70 r 1 Cpt/ r -�5 UC Lts Fridge C` HW POOL Panel Fans CV Mini Fr. W/D �� ��) Pump f Exhaust `� Oven f/" Sump Heater f Trnsfmr Smokes' DW Generator Salt Gen. Carbon Micro GrbDis Water Bow Lights Heat Pucks ERV r) eVUJ6� HOT TUB/SPA Inst Hot DeHum Transfer ~Comb Cooktop Minisplit AC C Ak�, Hood ✓' Blower Service 2 Amps Have Used Sub Amps Have Used Comments � �c i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTNC STRUCTURES ARE FOR A SPECFlC PURPOSE AND ARE N(T TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSRNTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CIRTIFICATiONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 V� tel. 651.721.2505 fax. 651.721.0144 odmin®youngengineering.com CMF �7Y ��jr✓����f 1 \ \ N - Howard A. Young, Land Surveyor Thomos C. Aolpert, Professlonal Engineer Douglas E. Adoms, Professlonal Engineer X. ` 1 Donlel A. Weaver, Land Surveyor CMF 1 � sxTEaDATA \ AREA = 36,177 SQ. FT. \ \ �1q; SUBDIVISION-"MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" 1 1 c \ FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 05,2023 AS \ 1 o FILE NO.12281. 1 1 1 S 1 1 1 _ — CMF - _--�• - RCS , \ 1 ` \ 11 SO \ 1 1 1 1 1 1 ` \ 1 \ 1 lot r 1 (vision" m � \ 5ubd 60 Clustered . \ LI McSsina 8. Subdivision \ 1 Conservation 1 1 \ 1 ` \ SURVEYOR'S CERTIFICATION 1 \ \ RCS \ *WE HEREBY CERTIFYTO MARRATIME CAPITAL V LLC, ALL 201.18' \ SHORE ABSTRACT, LTD & FIRST AMERICAN TITLE MI11 036,4111� 1 INSURANCE C O M PANY THAT THIS SURVEY WAS PREPARED IN N Ngl \ ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEY5.A OPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONG,`Lif CR RS. 3 \ Ih \o r ". f Q --� o Z J' Lot 2 O T Subdivision- (C1 . a 5�93 `U "Messina 80/60 Clustered m \ HOWARD W.YOUNG,N.Y. .5.NO.4 93 p`-11V 1E� .� � N o Conservation Subdivision" DANiEL A.WEAVER,N.Y.S.L.S.N0.5077i L-.% No mr sh CP 0,� Z SURVEY FOR a O (P 1 G O W O O D E D N m ` IVIARRATIME CAPITAL V LLC A \ LOT 2 "MESSINA 80/60 CLUSTERED o °- 1, CONSERVATION SUBDIVISION" a �= o- \ at Southold, Town of Southold m Suffolk County, New York N --- (Ojl 1 o ------ m 1 a ------ ----------__--- o \ CERTIFIED SURVEY a ----------------- o tP County Tax Map District 1000 Section 55 Block 06 Lot 36.2 N85001'39"W 1 \ FIELD SURVEY COMPLETED JULY 25,2023 S 212,25' MAP PREPARED JULY 26,2023 ELECTRIC RCS 1`RTC EASEMENT ` Record of Revisions 1 REVISION DATE --------------------------- 1 \ 1 LEGEND --- 5�1K9 aW4ntr» �� - CMF =CONCRETE MONUMENT FOUND O 1 CMS =CONCRETE MONUMENT SET 1 Lot 3 PCs EOP =EDGE OF PAVEMENT Subdivision �� - 1 m RC5 =REBAR CAP SET \ Messina 80/60 Conservation SubdiClustered \ \ 40 0 20 40 80 120 WSF =WOOD STAKE FOUND Conservision" 1 Scale: 1" = 40' W55 =WOOD STAKE SET 1 1 =FIRE HYDRANT ` T 1 • =END OF DIRECTION/DISTANCE JOB NO.2023-0128 DWG.2023_0128_cs 1 OF 1 I owFuwc ' WIPUBUCWATER \ •`, TYPICAL PLOT PLAN S�SC�TN Io0O6.56,.220 , (NOT TO SCALE) PROPf/N1Y lWE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES GREAT RIVER.N.Y. y•hi A° / � 'PC}Ei, r TEST HOLE NO,3 TEST HOLENO R SST HOLE'A' ua. JUN 0 2 2023 �� '¢a yr �, ww mq �aDr Iaq / P O.p. REW,S _ .is s r°rMe35i..A RDibD c3u,k..a Cense<Y.h'a., -1n 11a p��G� a'�:(,O• / '\ /,�� . �b ��� ' sva:AOun IVI oum t� •¢O� vvr,.wa sn uw aea.e daM. wv,<.s,vvlN•°m s<.av<.i.Pwm r1eavn-kn o° 10 q°KI m w�°e°vr°<v',.�:c_1 nu:w,< °tanaaM,. iAa apwwvi.Mn ee mq N use iamb 'Ntl°° _ / 5'.g lu ]6.tn.°.n. ' \ .I/A um �de,wNlr«m h avy leas aw cwnlr cw9 ',nn, M qro d9,a.Cenaml nereq ai.<n Iw ua 6w�i Wr mnP / as Z- .. " '3 r, ,TA' .taco,N.<naase,<ml P M Ue Olfln°f cowry rd th \- o,daacv wan uv �.�oas m the P„bRc N<ann L°.aaa no .,° \ / - / T 1\ OS` r 4°yFr :i vAcrnN wnm caanq sannev LPea:. / ?.�' Yq,� T` ' h. s u: s y ��".°,oeare`+a.osv. '' 'vr.oc ccnnm •t` `�- �a 71 !,"'Ep�w I1.CONCRETE MONUY ❑NTS TO BE SET TO EACH LOT CORNER- 4� OPEN SPACE PARCEL / ' z��•a1 (] EE7„=11 ROaO 2.PROPOSED STR TES: ,a✓ i ' 36.595 M.In 'W,r ' o; P -- Acar b. {RED WPLE1 Ouer'AR al, PIN OAK wooer Da.y,iek PE iy, 00 / P ` P d4' O 8 9THF.R NATkE OAK SPECIES bV Y AT 3 DIE ENT SPECIES) py ,° ---- D'nec,w.O:.l°lon a Emimnmeaal Oua6ry / A, // ` / / __ - \ e� 2.5-3 CAUPER PLANTED AT 4 ON CENTER gPw / ale 3./ // \ '\ N / .O' 3.CONTOUR LINES N.G.V.D.1929 DATUMxx- 4, y 4. IF SILTY SAND IS FOUND IN THE EXCAVATION FOR THE SANITARY ITMUST BE yo \ �'t I J�,,!n00'P� REMOVED AND REPLACED WITH CLEAN SAND. I,:rT.'.�J I:J::L::D \•:tTli(;CA�2G \ 1\ k, N' 5. SOIL TYPE AS CLASSIFIED BY U.S.DEPARTMENT OF AGRICULTURE SOIL 3 'e• '1 ' R-'VIE\:'DETCaf.ul-ru1Gri DATCD 116199 / '1PG P / / \C '+-I / e // ` /' `t \ 4.._a4�s l CONSERVATION SERVICE:CA CMADICE SILT LOAN,HAA HAVEN LOAM.0 TO KEY MAP Sc� � P / '/ 1 '/ \is.os..9.1\\ fip '\\ SUB)EL7 TO COVENANTS RESTRICTIONS LIVER I 2OL \ / 1 .\\ /\ , 4$ h„G- GRAVELLY LOAMY NDYSLOAM.3TT fie LPEERRCEENT SLOPES,ERODED. AND ROB UTH SCALE 1 =600 {. PERCENT SLOPES,PLYNOUTN RIVER in.N DED.PMC3 PLYMO PAGE 2_5j /R � oo`\ \� �yy "//�/_ ! 1 / �yal v '', '� P5`" / I -I-73 80/60 CONSERVATION SUBDIVISION CALCULATION `SUP.'t:I TC CFA':f:l.NTSBFE$T?ICTh7!15 LIVER Ilp?3 `\!,.f \ 8 JP ,: J '1{9�� NON-BMILOABIE BOROA6LE CIJ.COlA1LD aCVDCPIO:M R[OUIFED OPEN DEVf10PYENT APPROLYATC 'x -�' g���\\ / oD6aT a 09558 391019 oss x us6 0000- x D4o.B L T G^P \ / ,T.S/,` / n•+ © \ '1yr �V�. ?r} SUBDIVISION TYPE TOTu ARE/, AR. AR4 IpT TI¢D nCLp SVAc ARFA LOT 9¢E a/ 9`�P'h' Y\ /f'/ j�__- / \ // / r/ // / \ i C35.003 r°.rJr �a°g \4• ,0��O ONSERVATION 5. e. ec. ae. 39. 0/B _21 LOTS 21 0 39.103.IB39%�'lt 39.�0�8I10 a OSO o•Blio6a sq.6.0 o.71331 oa.J i xes \ i •1d.. •&4 J� 4 O ROPOSEO 50.0607 ac. f 0.9558 ac. 39.10.9 ae. a LOTS 112.6021 Oo. 6.5025 ac. 35.000 eq.fl.(O.BO35el ac.j d� 36.om 1\ _ FINAL PLAT / / �q MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION o SITUATE <.' SOUTHOLD i'`\ 7P TOWN OF SOUTHOLD \II j� \� SUFFOLK COUNTY, NEW YORK - SCALE 1 =100 4iz� NOVEMBER 18, 2021 REVISE NOTES J3 1 FEBRUARY 9, 2022 SCDHS FILING MARCH 28, 2022 SCDHS COMMENTS i JULY 5, 2022 SCDHS COMMENTS PSoub,nl•+'Town I. lannm BnarE JULY 22 SCDHS COMMENTS A,R' / MAYY 20 9, 2023 REVISE NOTES MAY 24, 2023 REVISE PER SCDHS NOTICE #8 OPEN SPACE PARCEL ,4 29 DE PURCHASED By THE TOIN OF SOf1TXOLD ` \\ \ \ ` ` / / / OWNER AND APPLICANT. y 4 SITE DATA 's\ \\ \ \ - - / '/ _ I w d ZONING USE DISTRICT 11-0 (RESIDENTIAL LOW DENSITY) 2425 LAUREL AVENUE LLC. I TOTAL LOT AREA 50.060 C.(2.18Q64( eq.1)Q PO BDX 1981 WETLANDS 9.7334 a. d23,986 eq./t.) WESTHAMPTON BEACH,NY 11977 \ m[iewArze wFTIANa, WETLANDS 423.986 9.7331 \ -\ \\ / / / ELECTRIC EASEMENT 1.2224 no. 53.248 sq.ft.) \ ELECTRIC EASEMENT(UPA) 53aa I.M. \ \ \ \ \ ' OPEN S➢ACE PARCEL ! / BUILDABLE AREA 39.ID49 ac.(1,703,412 sq.it.) ( \ \ // PROPOSED DEVELOPED AREA 6.5025 ac.(283,248 sq.lt.) THIS SUBDIVISION WILL APPEAR IN: BUILDABLE LINOS 1.420.164 32.602. \ \ \ _ ` - Q / \ V ye,y NET PROPOSED OPEN SPACE 32.602.ae.(1.420,164 q.It.. DISTRICT 1000 SECTION 55 BLOCK 06 LOT 35 \ \ \ o y.A+ 32.6024 ne./39.1049 =B3.4% DISTRICT 1000 SECTION 55 BLOCK 06 LOT 36 TOTAL AREA 1,B97,398 l3.SS92 \ \ \ \ \ / �d'�* DISTRICT 1000 SECTION 56 BLOCK 01 LOT Ot BY SUS FROMEBY A�CTUALL SUTMR SURVEYS 00 MAP PL.ETED E THI IS TO_ BY THE PLANNING BOARD OFY THE F THE TO 0 SOUTHOLD BYDIVISI N PLAN HAS BEEN ROVED RESOLUTION JANUARY 20,2023 AND TILT ALL CONCRETE RESYwAtw rn0wms / /` z/ OF APPROVAL DATED ACTUALLY EXIST AND THEIR POSITIONS ARE OPEN SPACE PARCEL r I \__ \ \ \ \\ \ MONUMENTS SHOWN THUS:• HEREON _ AND GEODETIC DETAILS ARE CORRECT. I ( ( l \\ \ �B ` - - / \ // h CORRECTLY SHOWN AND ALL DIMENSIONAL CHAIRMAN PLANNING BOARD BY ' �•� \ \ M \ \1 -_ NATHAN TAFT CORWIN III.LS NYS UC.#050467 4• \ \\ ( \\ \ �.9' N� /le�M -\\\ \\� \\\ \ 0 l'r+ I hereby c Uly that the wafer supply(,)and/or sewage disposal system(,)for Nis project were designed by me or under my direction.Based upon a reful and thorough study 1 the sell,site and d,mter aanditi..,.11 I.W. d,aonfonn to the Suffolk County TpplIllJl!/ 9r°un o as propose a ty T% AA yy.0. Deportment°I HeaHh Services a nstructi°n rtandartls m effect a of this date. `�P�E p.� •�� \ "If,,�'aY S , \\\\\ \ _1 \ / `y:.•�.1FT Cps"•.,O-S'F zs / / / 1 \\\\\\ \ / \ \ / 1 J.cG _ •aT - = ' Vsy� sP APPROVED BY PLANNING BOARD -. . P- w Dve� •• Y.S.Lie.No.50467 W`tDs^y` I I TOWN OF SOUTHOLD n�a sp" 20� "^IJ !/~G PRL I I\ \ DATE JOMN-d-CON U 81912 Nathan �`fli t�T Corwin iii bfc�'ct,o l ,MP or sr \ \`) \ SUNE. 5, 202-3 BpFE$$IOTLA\, HIGF{PDI�'7T�MEADO7PS SECTION TEDWE t, \ Land Surveyor yA .. n Rw,9.199A mL Me.09,3 V' Condon Engineering, P.C. �,RSI,� FAlSs \ "r 3�s 1755 Sigsbee Road S.,.,.,To:�.Dg J.h9�,Jr.L.S. F9a e$ zes /g SNv tp�H� \ TaYm OfSO thold MBttituck,New York 11952 Rue anm-abdm=;on,- Ste wens- Can,emcnan E�,9ur s0 ork1" COVensms 19 R6StrICtIOns „ (631)298-1986(631)2982651 Fax PHONE(63I)727-2090 Fa,(671)727-1727 U ooa°Iv=PAGI":az OFFICES LOUTED AT MAIUNG ADDRESS O 45_hq d•,�f�.¢" DSA. www.condonengineering.com OWELLWG atgy`dP tart Main Be.d P.O.Bo%16 .T W.'PIIBUCN'AIER ` TT' Jomespwt,No Yoh 11947 Jamecporl,Nee York 11947 p ' S^TFt 1009556-ti,9 41-7R7 PROJECT / ZONING DATA TAX MAP # 1000-55-06-36.2 a Q ZONING DISTRICT R-50 NON-CONFORMING p -- w LOT AREA 0.8 ACRES Lu cc M -- Q 4-+ N CLEARINO - 50% MAX. A5 PER 5OUTHOLD TOWN 0LOT Z) V) BOARD PLANNING APPROVAL = -a 00�O +� m u') OPEN SPACE PARCEL LOT SIZE 36,1?7.0 S.F. O Cc 50% OF LOT REQUIRED TO REMAIN 18,088.5 S.F. 0 OOm�6 EL.=24.8 156 6' a AREA OF PROPOSED GLEARINO 18,005.0 S.F. Q NO ca NI4°35'10"H .22 �• . . . . • . . . . • . . . . . - - - - - • _ . . . . . . . . . . . EL.=26.a3' TOTAL AREA OF LOT TO REMAIN 18,172.0 S.F. . 55.7' a2T . . . . . . . . . . :3 70 ry - - . . . . . . . . . . . . . G) m ry . - . . . . .- . • . . - •. n�i -N + . . . . . . . . . . . . . . . . U C . r . . . . . . . . . . . . s— • . . . . . . . . . . Q r 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - - . . . . . . . . . . . . lo.l' . . - . . . . • . - . • . • . JR • . . • . - PROPOSED AREA TO BE CLEARED -- 2a.4' - - v _ - - I Lu m �luz . . . . . . . _ . .te10.011, Lu J _ U . . . . . . . . . . . z w . . . . . . . . . o U lu I " . . . . . .40.1' N- - - - - - - - _ _ _ _ . . . . . . 1J I PROJECT: - - - - _ - - - - - - - - - - z LAURELAVENUE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . • z RESIDENCE . . . . . . . . . . . . . . . . . . . . . .m . . . . . . . . . . • m - • - . • . . . . . . . . . . . . . . . . . . . . . . . . . • . . . - n 1L1 l_.crT" 2 311.67' . . . . . . . . . . . . . - - - - - . - . _ . 2215 LAUREL AVENUE . . . . . . . . . . . . . . . . . . . . . . • . . . • . • . - . • . • . • . . . • . - . 10.8' . . . - . . . la.a' SOUTHOLD, N.Y.11971 514035'10"E 205.56 EL.=27.1' DRAWING TITLE: EL.=2'1.21' o 0 LOT CLEARING SITE PLAN EXISTING HATER MAIN --------------------------------------------------/-----i—�-----I-----/---\—/----y—�'---------------------------------------------- L r".t U I` E L l...t Y E I`l U E PAGE: CP-OZ DATE:01/10/24 S 1 TE PLAN SCALE: 1" = 20'-0" + E 1`M Q Ya lEGJIKETE 1,A5 4 54 7ANI,11On E-A-II-5 1-t -Ill1 1 ItIll 5 t0 1ptI t A MINIMUM 0�E 4RATICI -CN fltELl RED Bi nP---LL5 I svltrA Lovely Lode Gnapter A,tIIIl il�(Ell,t. v- WATER 5ERVLINE JINRCROLNE�JTI-17Y_INEe 5LITIL CO?ONENTS LEACH N6 FIELMS SEKER OTHER CL I, M�LLS A-THE E�CE C1 ALL 101-IT ON AHLS §5 Thl IfL-11111_. A HIINIH�)Hf 5 5EFARAT ON IS REal'REM BETWEEN PRZLL5 4 < _I--I 114t I,-Id I A FId -,t I III"...I It 11 1.11 PROPERTY LINES °nO 2 All I/A ONTS .q Ir I,--h; 51 t,,,k If Ip�I A MINIMUM 20 SEPARATION 19 REO,RS�BETWEEN�E_1_5 ANC Is, F I, -It-,_d. III WR�EC RO-ANE FUEL TANNS o P CON EC-ALL S,TTBR LEADERS TO NEAREST VP'l,ELL P_ 1A T-1 1911 I't', OF E ALSO OE-41L X-A/XXX - clj m./mmnole or o R-80 'E tl I,=I HPlI-Ir-t tea of a es Hill--il 1-1, 1...I—,e I, �ALCJLATICNE,-PROPOSED PHE-LINO 71 - DRAINICL SYSTEM C o PROPOSED ROOF OVERA&E.5,072 51 -6 -0 1 Art.-1.1 4 All tIltl I?—the of HALT VRIVECOVEIAIE .2�2CO SH >: TA,_ R/10IJE-1ERA6B m 1212 5F Elf tea cu z Ftl, lh bINIll, OPEN 511'PARCEL :12 S,.2 RAAL,.EVENT.1�12 1 F-TORACIT R��_M o 4 All 1A70 W h.- I.I— Pr., AftIr CL �i;&0 CRY"ELL PROVIDES 4222 C F PER FT E,6 IC DEEP M A PROPOSED-(;!66&C F STCRAH al-P_ I-top I,'A O_-1 1,o_� _t bF OF ME I-,rt r%-rot- I--.E1 or 6E PROVIvEC' C .1tF If o c seam--ti,Ll.t.- 6 At I HI-III APlIll,,-I-.,I 2Ch--AP Fi SPLIT RAIL FENCE-0 c) -p 1 EL=26 IT' "5 -cj to E_ 56' < EL. .,lt-11 t. t,�Pll Il"I,o's,tto I,'t HP ,tilt BE MA NT A NLr�EY 501.)Tli 70�NN 20-dwatertgt Inr, I r1c_22 LOCATION MAP ————————-- tH. - - - - - - - - - -- - - _,l - . , . I . . . . . . . . . . . . . t tP,,Hw I SCALr N-T, above gaoc aoo at Ices: loot r^om property Ines These Varfic mho to set t1.regv°iromeM> I'A- pr- ____9 t, I-ir, All PROJECT I ZONIIN&PA-A I P_, & I If o lt tallow P;Zz 6 Irotdld m and u»I�t1l I/A--t11 to the Inlet lnucr[eleva[,on TAN. IF 2 4- 70 1A C.TE dIrl11 1 1 act ne a as t'- 2 ZONING DISTRICT R---C NON-CONFORMING C) ic1 1h.11 ft Iltl't P,_,t,Pi_ t I...H 76 MIN MUM EMS-REOQII I-Pt-1.1. LOT COVERAGE ZAN%Y PIFN ATH IV . . . . . . . (D concrete,A 0=111 I, t1l-,I T-,,. PI SOUTHOLr>TOKN CODE 250-124 Z) TARY L INE BE eICT I -OF 11 o_07 TI M 10 50%AREA C �;tlhopIIprIi -4 POOL ...r1 Ii El1 96 LOT ARE BENEATH ANY TRAC Ei lolil,Append -A If t, REAS.ENMIN6 TO AP-01ING EQUIP RLMAI N AS PER COVENANT Tco�) AREA COVERAGE SANITARY 57RJC71RES B,LPIN6 2 w,m m IIA OATE I 'ITHI L7 MARCH 2C25 -A-t th. C2NT_-12L1_±_-S.L2_ CONNECTION -,t t_'-Pi ,=I.1th I TNIt-I p1 't P_ TOTAL L07 AREA 56�,c 5 r . . . .A tlli,ti-I ALL SANITARY S7RLCTLRE5 NC,LV INS 0 C boa ma,,be mo+nteP or m Ilt-1-1 or-.11-11.fm.rermis PRCPO5En DWELLING 4;211 C 5 F I el% LEACHING FOOLS I A OIATS I I tinily room,eP rd a I"'s li,)Other Ixdbm Im mdntirvm M s-51 ON EON SHALL MA-IN A 5-IOT ono 5-IIC ort, p PROPOSED INOROUND FOOL 250c o 3'-0 HIN SEPARATION FROM ri,,ciNAY 4 It I 1 11-1 a1I I/A OnF beotront teas 4 ben l1 2 Tr¢faro of the 1.owi51 1—,1 b1Iy TCTAL AREA OF ALL S-JS�R_'5 scec 0 S r 140% 7 . . . . . . and"tilt PP,"eltror 'I Y-.I_I I-t- pl 60'REAR YARD SETBACK (D HIA�IK)M LOT COVER45E ALLOWED 20% J_ . . . pl-I ------------ Ill Il"e'd 5 E.I—plI—-th."t,,I,Id a P 4e A T1t==l;nt _F=11., , - . i 5 1 I/A owns I,t,1 il Ii t,,PlIlild l LOT CLEARING 50%, MAXtAX AS,F`7R SOJTHOLO -4 HIGH POOL FENCE I-HE—-o I-1,--I P,etl BOARD FLANNINC,APPROVAL AASHTo FBHA)11-1 �v 6�gI gr IF -,/A LOT SIZE 5&i�o 5F� 6 7l-P p"II 'Q' o \ •\ - - . A I,- N-Al 50%OF LOT REOJIREM TO REMAIN le cele,5 s P III, z j, '77 PROP fP AlUfa`„t eppre'prat dead^`prevent aa»saw mo,sturAREA OF PROP05EM 6LEIRIN5 16,00.c s F 5I)PI MOPED lu AIC K �07.1_AREA OF LOT TO 11 5 F I/A OH7E tI l,,A ,pt,,t .-,to I:t Lu t_Ht "' °ow emagy a " \ ����������� \ N wdertlgl anon m etcher vmyym test ng m water pressae ft" tl--t. I.- t,,th,ol IIr Nc-F cmertl-rt t FLOODP DATA N orlI-I-t,I—I,Irt�I,- " 1 ei '4F DWELLING A/FAl`FN/FN7\'\� 1\ \ \ I _-__ �1 } Sea I---to`P`L-Iw�I ;,A, recemmenaea t,Il"N pl��t-I contrc.I—HIIH, MAP MATE Cll_�,200l ! GARAGE CN SLAB ------ ra;me I �-il PPPl_P I# FLOOD ZONE I 1.hPid for N,P I'll �=111 fill 111 2 SITE FRCTEC710�511 FENDING TO BE F.F.EL,26.0' IN II Water _2 N57ALLE_-AS RMQ,IREr IS'THE-CAN 01 PROF rU'CLEAN-A-M / _ . _ _,' I L - - - ; I T"-11 9 thl I-,HAtIr SO�HOLM CONTROL FINE CAII 5LAE rL-4 11' aP 24plr ltl I-It t-1 I—I——�I/A ELECTRICAL LINE FFCl`1/4 01 IN k par oa 2 Ny Dil-, t'l Ao+atree 5 SLACE JAATE S OF I,ETLANM5 ARE NOT Ell-F.1. .0-Illtl I— LOCA=IN-HIN 500 OF THE PROPERTY / \ \\\ \\\ P-1 PROP F111"AC AIR B--I 12 Septa tmk mmiutetur¢rr.w proven`a Imal or non-corcos've sect ure over 4 ELrVA-IONS REFERENCE NAVD 11bb P/C A R�LINE TO _t locotm ate It—IPF�ll 1. 5 All NAND _ 5 that."ll tank =1;,� - (P -C 5 NO HELLS ARE LOCATED WI-NiN 150'CF 11 AT 4�lI11 be Ptlto 40 SUBJECT PROPURTLINE' PROF STONE 1z,PF=&ZvFd= ce ..I,PPji,t fiIII,t, H HIALIKAY.CRIME lL TH -OLLONI�LOTS WITHIN 501 ol"Ro""i I _A� LA- 1 11 1—- 1-1 ,I,tl-.1s, . - 0 llONIoll, per UTILIZE PJ5L C WATER AS PER INA (I A A -1--d Elp �q / - d=._ .oec I, -I. t-,.,I, S Tl` 2 T.1-ANSI S Tl`F56-01-2 22 FR" 0 FRONT YARD M[t, SCIV ZO _�5 SETBACK . . . . . . .I CROP rUJICLEAN DEN-I/A OHT-VENT 11 P �[PHALT P. "19d It t". I CENTERED CONSERVATION L1 V L P . . . . if VEy 4 All fl CS"2� 1115 ON' MIN PROJECT: Hence or Soo pp,mds p L NO 12-el ---- -- ILE�Ji 05,2025 . . . . . . . . LAURELAVENUE non-concrete Ld ..I.ago,-,-IN TO ROOF AS ItSO V :-. 1�' - - ,*1=== PROP AS ,ld P,l, . . . . . . [/A CHT5 I 1pt�,11 PROF 20'Q POLYILO�D15T EICN . . . . . . ii ip LOT 2 SEPTIC rot b¢located worm.....Hater cm INFpi- (5AHlPLIN5-OINT),H`AIN-AIN5 4 1 z .19-Pi I....... -,1;" -., . I . - 1 2-.1 C STANCE FROM I OW-5 I ma bdcll 111.1 tI Ill"Ie.t.PI-I!,,I I / I L!-,RE5FEC" "Fly ... TE-HOLE 1ATI z Na lF I I TEST-.I&A DATA I_ PV, Si- _EEINA ll LLI A 1— 11 2215 LAUREL AVENUE HAI BETA115 -Asi-ATION SOUTHOLD,N.Y.11971 P,,,,fI-,-t...I MATED'K IF 2012 MATEDy I- TEST HOLE Fe a.17 H 2LL li 'EST�CLE --------------- --------- IF ti-I I,_ II-S Ir 11.-It-I,PAII DRAWING TITLE: be IF lest 15{Imes __.__-__ EL-26 T1. sea -11,.1.1ll�,ii - \EL=2-2 1' 20556 \,-,L-=2, NOTES P=,Ili T- SITE INFORMATION ElUFFCI_k GOLNTT' HEALTH :�[:f1Az;,'T�,/E:N7 APPROVALLOAMSITE PLAN KeREFE4ZE`Nr_E NO.: lo- -------------------------E'11571NC-WA-ER-t'AIN----------------------------------------------------------------------------- PAGE: L A L) R E L A V E N U E IA/OWTS Fuji Clean s P_10 1.0 0 S-E 4AYO) NOTES EF 5A-• I THIS 5 AN ARCHITECTS SITE PLAN 1 15 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES A- I DATE:01) ;�VIEYOR EOATI ON PERMIT FOR APPROVAL OF CONSTRUCTION FOR A TH EANM I ON- ARCHITECT'S BEST C��5 V PLAN 15 TO THE KNOWLEDGE SINGLE FAMILY RFSIDFNCF ONLY 2 INFORMATION HAS OBTAINED FROM ENGINMR'g CERTIIIIIAT,REQUIRE.' PREPARED DOTED NOVSHBER 6,2025 AND El IT. 5j.PEF , ,i PREPARED By; JkFDA .T. YOJN5 ASSOCIATES 0 RA C I'd GRAVELr AN ICC OSTRANDER A/EWECam, q DATE 1/23/2024 H.S. REF No R-23-1834 07 1 A/CWTS RIVERHEAn N1 MOI F.. Fl.A,AF,, APPROVED - NDJ, ER E%C`ER 11 E�ECR_t7,C_L T 0 105 FOR MAXIMUM OFfi BEDROOMS E _E A EL-5 4 HELL SI1 rFOFNEN EXPIRES THREE YEARS FROM DATE OF APPROVAL 51TE PLAN GRAFHIG SCALE ENCOUNTERED SCALE 15'-0' (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO ENSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOTTO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)✓k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11401 `' tel. 631.727.2303 fax. 631.72-7.0144 admin@youngengineering.com IMF \ 77r-4-q � \ N / Howard W. Young, Land Surveyor \ Thomas 0. Wolpert, Professional Engineer / -- n Douglas E. Adams, Professional Engineer / o \ Danfel A. Weaver, Land Surveyor CMF 1.P � firr \m 1 I 11,111100 DATA nm4-xciales ) E AREA = 36,177 SQ. FT. s \ �:;. ,� *SUBDIVISION-"MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" \ ,OD \ FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 05,2023 AS \ \o FILE NO.12281. \ 1 1 1 1 1 1 i CMF 1 1666 1? \ \N 111•po \ VVV ` W 1 \ O \ �m \ \ t Lot Subdivision- \ ed Cluster \ ` \ LL Messina$0/60 Subdivision Conservation 3 \ \ ` \ SURVEYOR'S CERTIFICATION \ \ �,mmgaRrorinlea RCS \ -;NE NEPEBY CERTIFY TO MAR RA�"I Ivi E CAPITAL Y LLC, ALL SHORE ABSTRACT, LTD & FIRST AMERICAN TITLE INSURANCE C O M PANY THAT THIS SURVEY WAS PREPARED IN o '41"E ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY N$1036 \ THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL �Vk R5. o PCs j 26.9 �.F' C ,-;1 s Lot 2 M' Subdivision - \ ' n Messina 80/60 Clustered \ .� Conservation Subdivision" caNC 3p6 C ` ,j � m '` a-P'�'1r A 2 W Al w � V \ '0 76 �+ Zq4 \ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 \t�� D - 0 3 b'N DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 S U J- NS N p 235 0 L U 6 N c� t0 D ` ' \ OD Z SURVEY FOR r Z O G 0 59' N Cn MARRATIME CAPITAL V LLC G,h ' � 65, Z � 7•� 665 � LOT 2 "MESSINA 80/60 CLUSTERED o N 145 a; `� CONSERVATION SUBD "IVISION E 1A.5 ��z' o \ at Southold, Town of Southold Suffolk County, New York --_ \ FOUNDATION LOCATION SURVEY o ---------- --- ___ PCs ---_— 24.86 o — 0 County Tax Map District 1000 Section 55 Block 06 Lot 36.2 N85'01'39"W 1 o �12 zJ, \ FIELD SURVEY COMPLETED SEPT.26,2024 ELECTRIC PCs MAP PREPARED SEPT.27,2024 EASEMENT Record of Revisions . ----------------- � \ REVISION DATE' ; ---___ PCs \ \ LEGEND CMF =CONCRETE MONUMENT FOUND CM5 =CONCRETE MONUMENT SET ` Lot 3 o EOP =EDGE OF PAVEMENT ` "Messina RCS =REBAR CAP SET Messina 80/60 Clustered \ 40 0 20 40 80 120 WSF =WOOD STAKE FOUND Conservation Subdivision" ` o W55 =WOOD STAKE SET ° = �, ` Scale: 1" = 40' FIRE HYDRANT =END OF DIRECTION/DISTANCE JOB NO. 2023-0128 DWG. 2023-0128-foundation-loc 1 OF 1 -A- 5MD 2q �y � � f''�i�,�"f''�•$o tv 2 9 - ZZ�S L�u.�Avfe, pRAINAGE SYSTEM INSTALLATION NOTES. PROPOSED ROOF Y.OVERA6C SpT2 S.F. I.The bamlbr rant tied a ewrent LIgNa Wmm 4eeme pueuae to I.Inatan I/A oWiS taha aeeerding m maulaewrae A MINIMUM OF 10'SEPARATION IS REOJIRED BETWEEN DRYWELLS l SA=S.F.x 2°RAINFALL EVENT.B45 TORA FO SNlolk Caney Cade Gapts 565,Mtlele VII(SapBe Ibvaty reeamnrdatlane.belle mMaming wlu Base etadad.All WATER SERVICE LINE,UNDERHROUND UTILITY LINES,SEPTIC EueYnsaes)tlravjl tb^wllolk Colnty DepatmeM of Ldoor, oppikmle recemxMeuw prevldm by W maaracBrer Mall m / ♦ ! GOMPONQlTS,L[ACHINS FIELDS,SEWER COMPONENTS AND THE d LkemYg ad Caduror AlfaYs,pusamt m 5uf/olk Gexlty Cede YnpiemeMed. Y I)8'0 DRTYFIL PROVIDES 4222 G.F.PER FT.OF DEPiH EDGE OF ALL FOUNDATION WALLS Q §56}lg.The De�M d Cation,ummbg,and Coreuner Allow Sato r--e •\ A MINIMUM OF 5'SEPARATION 15 REOUIRED EETl4EEN DRY]"E"S l B)WO x W DEEP DEW PROPOSED 3 F T PR mabmw a Ilse a Ilaaaed I/A OwTS--nmrn Fwkbn. 2.Ta VA OWLS took doll be b Ia et bvel ball din- R-80 CONCRETE SLA55 AND PROPERTY LINES (wltn a msbtm mlcrrne b any d .-a./ale R-1 brl,l art 3.All I/A OYRS me1 m reglabred MN lb Department b minYnm,5--Wck bra ' Properly loveim od eampaetm cod ,,.,a CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL' LU LU dome wIN Mticle 19 of the 5vlfolk CanBJ Santay Gads (Irm Pam rmbl>Pm govel. ® J� h robr to fb Department gaurg mMlflmtlon of mnpbmd co Bvctbn m•m Wllt'plmin. Table Mall be prwded wIN o ebgle Mlnt.A •- OIeNIWtbn5.I/A 01-Ta box/mablo a dl>bltMbn Imcnlrg nweWe may b \ ¢Q.' N s.An e.na,me operaelon ale MaYdemrce rer,vaet beB,enn Ba raeq.Yed ra aN syeram wN rlarzipb IeaehYg ewewde tnleee m O T Mabtcbwe Prwkbr ant Pr m»L m ewnitme m the ImmatNe malgn b approved bJ the Department. Deparbrant prbr to apprwol of tfn I,A OWTS regb4o[bn by Ne \ 1N O Department b^••ordaae wIN Ar W Ig o/tb Svrfoh Leanly 4.Ter tap of tb VA OW5 fah ebll rot be located grater B,or, • Iloy Code. 3s feet w lass tlloe oro 1-1 bolo,+Ibal gam. ® OPEN SPADE PARCEL 0 Z O O C N 4.All bmlbe I/A OIiN ere requYm m bve rn wtbl 5yea 5.At.-mbnrvm,all earpleg Iwhobs ebtl tiro 30-xh covsm SFLIT RAIL FENCE TO BE MAINTAINED BY d O Y'cj war t5 ad operatbMnalnteearce eervlm cmVmt Alfa tea acces m gme lemmd ova•B,e Inlet oie outlet. SOIITf10LD TOYPI T C U wtlale5yea dpaatian a•d mabtewae mrvbe can4mt ba Covers II b either 30-ben tllareb•watertl jet ant EL-2 9, C L X 7 N axpY d,properBJ e.mmn ere egaetee m mabmb an epsauon beet-proof IocWng rsat Yen cevae a Ulermoplmllc cwero at EL.•3486' NI4°35'101W 15622, O O d malMenarce eaVaet h meordmee rltn AMleie I9 or tb Ibal gom.All mvere atilt Lro mslgroe h anareaea wIN metlen m s�`t _ - - - - _ p m y Sdrelk minty sallmy Cora. }nI or Nb crewed. Y� In 9.Men m I/A OHtS raqures a venc,Ne Wt dell m vented m the 6.Ma,eemplbg maholne an epp-ovm m m Immnm Cu Q n. O -1 of N.e rasitlrxe heYp ea.Vent pree Mall ex Vida trhca J or pwk4:g Deal Ma,nmkob dealt be msigad to be / e=run el 6 Ircba mwve Ge.am Ulm old the cap of tb rope varrin taarbg eo meee me rngw-emnit,w AASNro N-3o> lute tiro a mbbun r.l.bl mPa` o.13 Y III m Bee HS3D Iembg. LOCATION MAP eidpee paean or eon neon.In ernes.ewe¢l>rat prmLlml m In!rat l n' v L!ra eystan to lb readerce root,a vent Pepe may be plpee N 1.Tw outlet Mvert elevatbn Moll m a mblmm of O.I boe+, SC ,NT5 7 W Ne esmrbr of N+e roslderce aw Lermbate a minbvn W IB bNes the Inlet bvant nbvaBm. '- ry / above aw at leas[I Imt Iran property Iinee.Them von: . h ppea e�e1i m bmene a mbllwm err s met rram my.11ldw err B.so,plsg mo,:nob>Mon Ilwn al I,e'm dlammr err 3 leeL or of L eew.lq and race mrmYam wIN a Como nlmr m.Im.All rmt Ynlm sea of 2 1—ill 2 fmt. EPRDt-IEGT./7�NI!! DATAI � / 111 p¢re>rant nave t mbYem dlanemr el 3 31es. ..•!.. � � POOL EQUIPMENT 9.There able b a ma.nw:m re__d,FN below flee Mlet hvert y 6.nemllaticn aw me of tb VA OWtr ne,et eonram m fro elevaLbn of el.helps. TAX MAP a 000-55-06-36.2 ' D�rarteult's approved I/A OM5 g,lewe moment rncpmed b / I U m,ce wIN Bra>tadarda Ia•/pp-oval am r+oragamM o1 Io.All ee.nr Pepe perovatlom In w ermpluy lrolM Ie MaI1 be ZONING DISTRICT R-BO NON-CONFORMING Mwawe ape"vm:Yay.re-1.Hmmwamr Traormene syarema� wamntlghe. GWIrE INfROUtID •- MIN FUMI DESIGN F2FDI1 REMENT5 ELECTRICAL QUIREFIEMS: )k� STONE PATIO<6•FROM SL•IIMMING POOL 1 <1J( \ L�yf(e-. GRADE: Ip00 SF/ I �'t•� I.I/A Ow5 rolka Mall m mrotractm el precast /bsg�a».po aathyeropo opylaa,NamopbatYal,a other I.The cant/I PeByel box rant m places ataim en a wltmb TOWN 2 �Ei2 7=z f-) . ter le b dace w fn Depmtmen!etodvtls and IONYLRR pemstal pea awchre Na[It aervee.AlternaLNehy Ne Perot - / Appewl.T}A Tb sae o1 deal It:k n prohsxree. b.may m peeved on an wblm,.an of fb eenet�e(preramle 1 ) % I n + w Ity roan,aw roe a IIVY,g.peed.over beanw la mo.n[mg 3.Ysan on I/A OVIi5 requYes a septic fast ra pretreoNwO tb !b Perot ba.will m eorobaed by tho Depo-ement on a �\ septb totle shall m msiy,ed b accordarce wIN eaeWme 5-101 mse-0yum barb as wIN VA OWTS maMmtura approval. per-1 U ARE aw 5-109 of Nb atadaa. TOTAL LOT A 36JTT.0 S.F. 3.The name of tb 1/A OA't5 OIM Prwkb•rant m elealy 9.Lble»otnerwbe speclfled,t,,ledchxg ewc6ne/system Brat d tIftd on too aubbe a tte Paro1 and-I-a phone rmber DWELLING 4�66.0 S.F. Ilb% 4'HIGH POOL FENCE AS PER NY _ folow an I/A oWiS still be malgled b auadace wN sect- to contact b cam 0 slam. CODE:PROV.SELF-LATCHING l _ '�\}JOT ad 5H10 or thb etadaa. 9.Eaerb pmel plammm[enables tb system m to eervbnd at INSROJND POOL bOOD S.F. 2.2% SELF Lr-LATH HATE / I •V/ 4.At a Mnlmm,all I/A OWES bmtment tab ebll tiro 20-FN ay tlmo,e1MMtb:S tb rood W aces»Nn Wlm o1 ten bNl - sod usess o�enbgs m gado Ioeated we•tb beet ad 4.The penes mx ram[m wIN raw a tl,e system loeaLbn m b'p TOTAL AREA OF ALL STRUCTURES 5066.0 S.F. 14.0% - --------------- _- Mbt.Comas e!n 1 be either 30-Yvh Hamm•waferelght aw Imill erperatbn ad mabfe„are. / �-,1� I I Q Yeas[-prowl Iecklrg mst Yon raven a Nemnplmlk rovers ere AS}I MAXIMUM LOT COVERAGE ALLON®: w Ibal�am.All coven ant Mbnelpht be msigad b 5.The mnVol pawl ab I m III—a:a comr 1 a bl jet am dance N sectbn II d Ws atada..d. b aeeadam wIN Federa l Emergency Management ercy (FEMA)Ilam zoro regvlremeMs. / t T J 1 B.Mena 1/A OWTs b apprwm to be Namllm in a dr'veway a /�� I I MakYg area Bee w,L doll m msig,ed and/or hatalled m 6.The rani shell meet Natbml ElmNiml Mambetvero W Ithaod HS-20 a H-20 mad e9 m mslgabd aJ AA 0. baoelobm(FE?aN a%apmifim[bro G`, 6.bRaerab mog em geabom wr-�mMwaall groe et bbep pearm t»d neon m I/A OhTS> T a1 ne1e:, p,.rpugp rant ne ran b elmo-lml ealm�e Tb �lg O GDLE=A2 Gt M OLDT°� rP mmprg uy/ : 1.T.Hamr mleeaere er I roeaa I/A ow a oe rran reaewg rb eaVo1 palm a Ja ,..uPLA-M�i,1N6•APP.RO.VAL.xu.+'..er.sF c�" _ k ', �/ / I PeRuCwPEADI� I 1 m/ Dmeparbnmt rersmnewn wow eel ror backwaM m m,wmme m B.Each eyntem ebu m eq prod wN a ru,cebnrg waning eyntem LOT SIZE 36,171.0 5 F. >m drywall mrcptdale m Term a Village bulle'vg wh JI well acBvato ad bee ant v ova a arms Nat can be rem y / / 1� I I LOT I DepaSnab. . aw bee by tea o"•Pont.er The wndmg mrw.The Depatment rem,mew a telamBy mvlm be Fsmllee m 50%OF LOT REQUIRED TO REMAIN IBpBBS S.F. B.I/A OWTS fa.ebii be waNMlSht ad eor,etr,nfed of a ob wkb brmodbee remora alarm rotltleatbn m Ne OlM provide / I I I P16LIC HATER eurmb mamrdb Nat ere rot fact to e.ceeaNe rarmbn a Bred 6/tb OlM ageeenM. / F eecaJ AREA OF PROPOSED CLEARING I6p05.0 S.F. / I 'B TASEYEt+r 6ARAR oN'SLAB 1 1 /' 2 4 5yetero rhll aro rot dealgae m Ilaa hJ gIL'r7- 9.All tabs rtust be wolatgM.Tao methods of emlrVg tanb are reram,cneed m be equrpee wIN a Conroe peel wN mew or 6 womrtlgn!doll sae ettMr voew.m mntbg a water pressure mating ebmeetbg a patmb gemraw m cream eon sysem daring a TOTAL AREA OF LOT TO REMAIN IB,F12 O 5F. 1. f4 BEDROOMS) ' mctbm m follow, power oNaye. Q/ FF.EL.•26.0' (4)V 0 tesLhg:Seal Ne empty tak rnd apply a 1 m can N0� sARA6E YAB EL..3a.9' 1(4)ImF dl00mm)el mswy.The fmk b apprwee N 9095 ei I.The elec4aal f,mebn bx mrnrg Ve prrp mote-a+d floa[e I.FLOOD MAP DATA Zq vaavn le tied ra N.o mbvme. rant be w:lert tad located wlelm the/A OWTS tank chamber. MAP d;515105COWH II.Ybmr mstY,g:Seal tank;fill tsh-IN wa4r m Meet Iwert 2.Pry blawcro IornVd aRslm o1 the I/A OWTS Wt rant be placed MAP DATE:Oq/25/200q w elavatiwt tit etad la 34 bcrn.RaNll tb tak m B:e a•tbt Yrvert m a pm(manom.pkntk.a Ibsglm>)ale tiro a eampreer FLOOD ZONE.X FUJICLEAN / io 2025 alter tb 34Hwr robe Fir =l Inc Na tmk atoll Iw of eraloarn rove•. CONTROL PAtgL s ' H- 1 ~-It I-psbd.Tm talk I. approved II wofir level b 2.SITE PROTEvnON/51LT FENCING TO BE � _ k bed fa Ba IOHa,r Ft,b.Wets pre»ve mntbg Is 5.All pulps od Ilea[Nma met be aeee»tile aw mMcemle INSTALLED AS REOUIRED BY THE TOWN OF WRIER ELECTRICAL LINE / I FJJ=CTR_SERVICE - reeommendee m be eaa mim armr Yemllaekn. Iran guess opmbga. SOUTHOLD. FROM I/A ONTS __________ _____ M 4.Ter Ileab Mall m aft lee tea 5cbeule a0 PJC elect!Bne 9 SURFACE WATERS OR WETLANDS ARE NOT toot gal be emI0.J remwm ror mrvlm a mJ..Bmnt.ran r1oaN 1 1 ca. B I D still rat m attarhee m Ne Tara main LOCATED WITHIN 300'OF THE PROPERTY. - _ �� � I.ReMa• m,aem Mall have a mbkxm mrtprcmNe eo-sgN FUJI AC AIR BLOWER! / A I I I ,n f ^�f err.000 panda ps ogvo-e bch(qU a[28days rat 5.Tn aDepm !,den obmrve W purr sysem opsom Brags 4.ELEVATIONS REFERENCE NAVD 1g66 4S•O AIR LINE TO 1/A ati b. / STONE HAL-Y o I Y G 3.Wall Wckro»doll be a mYbun d Brm Yrlaa Wem Bee a alc OwiS HAM.SPEC.5) / t GRADE _ 1 1 2 ,fie > $ hm been mrBlbd New Yak Llmrmd Prole»oval 6.1 tbn la- I Ba lam mob Ntt I be node 5.NO HELLS ARE LOCATED WITHIN 150'OF O I `e6, i .�O (i ( hold Ebyes bJ a nspec ImbSe o vys wl r EGT PROPERTY LUyES. / /SPACE O C �\ _ I r:q as cwrplyblg wlN all aprcoprlatc requtremenb ror NN durYg tb p,mp test proceWe. _ _ - t F� 1_- I enmtrvetbn. I walb,rattan ad rap elms eenmb relnferebg '# r to rmbt an appllm lace of 500 pouch per aquae fmt(paN. / EP. L I -� O _ 5.Pre-cant a.Yarem sactlwa still b seolm wIN era 0)Fen THE FOLLONINH LOTS WITHIN 150'OF PROPERTY FlPING BP.�ATH axlv5wAv5 ` UTILIZE PUBLIC WATER AS PER SCWA: / SAN rARv _ FUJILLEAN GENT ( ¢ t_3 Mier JoFt malmt rbl4h carllerrro m ASTM L490. SANTARY LINE SHALL BE DUCTILE IRON PIPEI/A OWTS:VENT TO:pros Moll pemtrate tea vertkal ekbwoll a te tak SCTM x1000-56-0I-222 EXTEl�INS,ADJOIN BEAWN6SAN""l LP Lp ROOF A5 REQ.bORIVEHAYmaim wN gout a eBar moon aueptmle m tea SGTM e1000-56-01-223 STRLG ILDItiS COFPECTIOII Imwatst•gnt- bbad tb pre SGTM 000-56-01-224 / 1 m the Pepe wIN sminlma steel re4mtmle SCTM OI000-56-0I-2M5 ALL 5AWTARY STRUCTWF_A,INCLUDING IU lamp(e). LEACHINS POOLS,VA CL .l DISTRIBUTION E D F BO%,SHALL MAINTAIN A 5'-O'MN. I>p 5.Ali prole ebll m emlm m tbt Ne oak le wamrklg[.See / SEPARATION FROM DRIVEWAYS. I7 PROJECT: eactkm}II4,B.10.Takn Nat era rant h place require prla SUBDIV1510N INFORMATION: / 1 .. ' I approval ban tb Departmmt ant mvat be mMlrbe I'J a Liceneod EmdrYroe»ab rarst k6 mg:eYm:bre.Am[a aa nmWblcma,mlly Br,ae nIeleea. ant walls or a 9•BS5US DI\b0/60 CLUSTERED CONSERAON , Ill ISION° LOTS LAUREL AVENUE 6.Merova pracBrol,rarrem VA OWTS dell rat be bcatm FILE NO.I2261 LOT 2-SEPTIC Nhoua awla+amr.Fa Immllauaro Nee ue pluoa wrclw FILED.LLY 05,2023 1 20'O POLYLOK DIST.BO% : I qqrr ter.eb rattan aw sae ort_W m IB Yleba above (SAMPLING POINT);MAINTAIN 5'l Fkfe t race-ma/expmtea oudwater eleva[lon,of the I/A OHFv yrE 2I,2 2'MIN.DISTANCE FROM I/A OWTS I I Ill Mall m mono=I,mng wamd.In cmea rdl...Nb Is net TEST HOLE DATA / l L.P..RESPECTIVELY prm:lr�b,B,e I/A OWTS I II eblld/ax m rate•-p' Ira up m IB DATA OF FROM SUBDMS A TEST HOLE DATA I:vJlea above fla nw !rwodapmted gamdrabr MAP BAYBERRY ESTATES DATA FROM-VISION MAP / ebvaebn ad look[e>eea eo en>Ire tgnNe>a preen eo operaBw. DATED NovLzmLn w.2 OF•ME551w.Bo/6O ewsTBxED I , I 2215 LAUREL AVENUE T.In roles Then ralaam trnka ere bmllmN Ne �DATEDA.ULYcLL5023 1ON --- ----------��_-_-- - - g°'^°^'°te• TEsr HOLE.3 TEST HOLE ee --_-_--' -- slier SOUTHOLD,N.Y.11971 dmlgn profmskmal Mall sdanle buryary mla,IatYxe m prove tea �•T21' S14'35'10'E I 20556' EL•St.l' welgn[or tb toh(N a wltbut orJarVg a the addnlm of TEST HOLE•A• banmN wm be o<bale Is eYron mac Beal w welgnt ee Ne race EL=36B• b DRAWING TITLE: elaplaced.Tro woyaay mlcubllom anall m den ualnq helgNest EL=28.1' e.pmmd/recadm gaedwata elevaLlon wIN the tank ropey.Still CL TOP TOP on top of tb tankel still rot to corederm when 15, - SOIL I O, OL SOIL NOTES mfermNlrg tb ameu+L of orahaYg a ballast weigh!requbed. SITE INFORMATION WATER-IN SITE PLAN SUFFOLK COUNTY HEALTH D PARTMENT APP OVAL 5M `°A" --- ----- ---- ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- -- FL=�D• L U E L A V E U E H.5. REFERENCE N .: R-23-834 D' 0. �" PAGE: 5M LOAM SP-101.01 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SITE PLAN GRAVEL SITE LAYOUT NOTES: APPROVAL OF CONSTRUCTED WORKS FOR 6B' - SCALE:1"=15'-0" 1. THIS IS AN ARCHITECTS SITE PLAN t 15 DATE:01/09/24 1 OF 2 SAND e """':+"1`"+•"'^ -'3"Y` SUBJECT TO VERIFICATION BY A LICENSED sP SRAv DISTANCES TG S �IGC"i5Y5TEM,�GO„�ONENTS`-�} SURVEYOR. THE INFORMATION A SI N G LE FAMILY RESIDENCE cMEASUREDiPRGM i J LDINGeGO�RNERS) REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECTS BEST OF KNOWLEDGE. Date H.S. Ref.No. R-23-1e3a SYSTEM COMPONENT CORNER'A' CORNER 5' 2.INFORMATION WAS OBTAINED FROM B/T g SJRVEY DATED NOVENBER 6.2023 AND D FUJI CLEAN LENT T I/A OATS 23.0' 31.0' PREPARED BY, Sp S so-20.O POLYLOK DISTRIBUTION 52.0' 36.0' YOUNG ASSOCIATES M The sewage disposal and water supply facilities at this location have been ^o, CRANE Box 4OU S ASSOCIATAVENUE eta inspected and/or certified by this Department or other agencies and found ^O E'-"I'll X B'LEACHING POOL 2q.0' 45A' RIVERHEAD,N.Y.IIg01 to be satisfactory FOR A MAXIMUM OF 6 BEDROOMS. mMME N5,No GRG arowA m ENGou E m F -B'm x B'LEACHING Pool 32.0' Or IN ElT lEST NO-E.HIGHEST V. E�gs�pER V9s9 YF1L SI6TBo.l MEASUREMENr`-AS PER SYSTEM INSPECTION CONDUCTED SL-PTEMBER 25. J��ty/�/t _ s - = NOTE,BMEE TS AR ON THE CENTER OF COVERS. 0 5 10 2 30 4 0 I �9���37406 _1Q� JO t THAN PAI,P.E.,CHIEF ^'O HRAPHIG SCALE OF t"4 Office of Wastewater Management t]IGOUNTERED. I I Q ELECTRICAL SERVICE o TO FUJIGLEAN I y J Eo ALARM/CONTROL PANEL 100 I M 101 1 I m 102 I I d 103 Tn 1 N z N C O d 104 C 2 X 7 N MAIN ELEGTRIGAL 05 SIN�IP11 ° � °y�° 1OS NF ER5 AM E E: L O m N PANEL AT D WELL I N6 MANUFACTURERS SINGLE LINE DIAGRAM FOR TRO LE R OFTINSBy*CONTROLLER A' 1116 WIRING A ARE ATEO.USE R UPGRADED CONTROLLER OPTIONS BY Q O d FUJIGLEAN ARE ALLOWED,PROVIDED THAT THE NIANJFACTURER5 ID7 CORRESPONDING WIRING DIAGRAMS ARE FOLLOWED IN SSXH INSTALLATION. C110B �•�R•�� MAIN BREAKER 109 p T /^f` e AIP I itiSt08 W 109 1A L 110 l51 I ltl I 152 -- -- -- -- -- -- -- -- -- -- -- -1—j _0 , 1 I 81 Twat so m INiN U 112 aslle N Mel 153 i 13T 1. 1 I"TrEros -- -- -- -- -- — I 113 c. 154 I N 1 z a s s ©- � sums 155 I 1 I 1 114 I I I I 1 T� rsus T� VTRsls 156 11 I I I I I I 1 i -c + ]l6 z A •T , a�a 157 I I � I 1 0� CIRCUIT CD � OVERLOAD RECONNLl I NAINDISCOOWE N PROTECTION PROTECTION 117 158 I Icuslm NaelnnT I L— — OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS I 1 I AND MUST BE SIZED ACCORDING TO PUMP/MOTOR I Q (n ]IB 159 I Asr naT MANUFACTURING SPECIFICATIONS I /^� � I tit--————————�———— 160 ]19 cnzo I I I I T)1 I I L--------1 1 ]2T1 t , I--———————— N 162 rw p I Q ]21 1 DEDICATED,20 AMP 32 l63 1 I SINGLE-PHASE 164 CIRCUIT BREAKER 123 A -1 I ® O 1 J 124 A[HITR I 165 I 1 TOME To 1 125 •4 166 1 EKI9W COWIDENTS(COMM NtD/0R RWS)PROW Bf OTIM 126 167 1 AND RIOY MT BE UL NIED TIEAMIIY PROTECRD RAPS I I I 127 168 caemrsTza TM 169 128 - � f -- N c 170 II11 TEPERATRtE RATING OF FIELD INSTALLED CONDUCTORS MST BE AT LEAST 140 DEG, F.129 rm s nmT jII i 3 0 -4 i 4 i MOW 1130 171 I (60 DEG C.). TERMINAL STRIPS AND GROIN LUG USE COPPER COMTORS ONLY. j o ® 131 p 172 CONNECT GRC(ND LUG IN PANEL TO A SECURE EARTH GROUND f l 132 nsr 173 A...:. .- PP,RE DASHED LINES REPRESENT FIELD MIRING _ 1 - FIELD WRING SECT]OI o 133 o m CD FUJIGLEAN SINGLE LINE DIAGRAM g SCALE:NTS _ __ a urwuc M ="'"' PLAN VIEW .�..os. a"� •r.ca cvza'mnwul ='=TALL= AAL 1/A RtR IS l00 6PD TREATMENT LAPACItt.(0 BFDRM.MAX LAPJ (2) 'O x 0' TVB D lEAG11 POOL9 DE F'�GI -MALL AREA _ I) o 0 "t �t FOR 5—E)P ION,AREQIATE-ALE FOR N 0'O x 0'a—. ITIVE DAM)E%PAN910Nu,T3- W' -- - LAUREL AVENUE LOT 2-SEPTIC 9Y97EM _ ,yam LONTROVALARM m,•xmar P1^0-LING gID gy 18.0 LOLKING 24.0 LOCKING 2'-0' SREE%EOLOFEDE IDttIFS INGL REATT PE 1r(BcAHF FLE �N ��'__ N.Y.11971(4)BEDROOM 2215 LAUREL AVENUE ✓' R F) S++z PF SECTIONA-AVIEw D wRLD� 5 _..Lr ��- DRAWING TITLE: SECTION N-B VIEW y MA%I AVG.GRADE EL.•205' ••:':S%MA%IWM SLOPE ; \� Y RING DIAGRAM SEN-I I/A ONTS DETAIL SSTEMDETAI MN PITLN}•,I' HIN PITLH d'•I'NTS POLYLOK 2O" DIST. BOX DETAIL ALE: MIN iNV. 4.O RULTILE iRD _ ___ SUFFOLiG COUNTY HEALTH DE ARTMENT APPR VAL P Fl.•24.4' EL..2 3• EL.•24.1 EL=25.9' INV. SCALE:NTS EL.29T 3-1834 �BA�SE MENT EcFFRMDAOsAErMmN DIBARUTOIILNOD NPI NGEH.S. REFERENCE NO I,: R-2 12'N ETANOKTRH BDPFEDISAT ORGFIRE UsAAVNEpL (rEI mv RCOAPP ttFE �p LI sA•LN faI GmXH.9R poa., PAGE: IGb OE71 POOL(5) w S P 102.01 FWILIEAN LINT Gi _Y, 24S WTROOEN RERucnoN 9YSiEM Q o[t vncx 4 sax TART P PING eEeEArH DRIVEWAr DATE:OS/09/24 2 OF 2 SANITARY LIME SMALL EE d1CTILB IRON PIPE(O.IPJ 9'CLEAN sM.D DOLLAR BETNBEN H0119E LONtffL"ON•I/A OWIS. `.L ROIRIDING LP. �0'-0' ' D.IP.SMALL LOtd A M 52 TO AVMA L-I50 a L-ISI AND HAVE .x ear b�{ WMM LLA55 52 L01ffO RESIGNATON P£ D.I .RYJI-0 S USED VUTN TNIs PI SHALL T.A FITTING:511ALL MEET AWNA IO a T T 1111; a L-I L-ISS STAND— VIII;ANDARDS. CIEANOUT OEIAIL fOH AREAS NDT SUBJCC TO YEXINIAR 1RAf lC IN ILL YiM ALTEMA7E-A-IS FOR HUMS,ALTERWE•B'B:CR USE YIRN BIM ErMN'SNIN/CCN'RLLTIBN D I_ GLEAN-OUT DETAIL --1 SCALE:NTS !r r OF NE SEPTIC el STEM DETAIL �9j��37A°5 y0� `N SCALE:NTS Generated by REScheck-Web Software C�J( Compliance Certificate Project 2215 Laurel Ave (Lot 2) Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,316 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: Passes using UA trade-off Compliance: 12.3%Better Than Code Maximum UA: 569 Your UA: 499 Maximum SHGC: 0.40 Your SHGC: 0.40 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 Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 3,316 49.0 0.0 0.026 0.026 86 86 Wall-East(front):Wood Frame, 16" D.C. 912 25.0 0.0 0.053 0.060 37 42 Windows-east:Wood Frame 210 0.320 0.320 67 67 SHGC: 0.40 Wall-South (left):Wood Frame, 16" D.C. 800 25.0 0.0 0.053 0.060 38 44 Windows-south:Wood Frame 75 0.320 0.320 24 24 SHGC: 0.40 Wall-West(rear):Wood Frame, 16" D.C. 898 25.0 0.0 0.053 0.060 38 44 Windows-west:Wood Frame 172 0.320 0.320 55 55 SHGC: 0.40 Walls-North (right): Wood Frame, 16" D.C. 808 25.0 0.0 0.053 0.060 42 48 Windows-north:Wood Frame 11 0.320 0.320 3 3 SHGC: 0.40 Floor:All-Wood joistfFruss 3,316 30.0 0.0 0.033 0.047 109 156 Project Title: 2215 Laurel Ave (Lot 2) Report date: 01/18/24 Data filename: Page 1 of 2 Compliance Statement. The proposed building design described here is c t with the building plans, specifications, and other calculations submitted with the permit application.The proposed buil signed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato P d in the REScheck Inspection Checklist. Matthew Wynne, HERS Rater ru�� `�m 18-JAN-2024 Name-Title Sig%are2214j Date OFN Project Title: 2215 Laurel Ave (Lot 2) Report date: 01/18/24 Data filename: Page 2 of 2 APPROVER AS NOTED PLUMBING H =; :, WATER-LINES NEED DA •S ,p# SD��?� NOSE ' BE COVERING FEE D BY: NOTIFY BUILDING DEPART ENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: PLUMBEi ;CERT/FCAt7ON 1. FOUNDATION-TWO REQUIRED ON LEAD CON.fEI ;T<BOR� FOR POURED CONCRETE CERTIFICATE OF'OUI°�gNC. 2. ROUGH-FRAMING&PLUMBING r 3. INSULATION SOLDER USED!N�I �TER 4. FINAL-CONSTRUCTION MUST SUPPL Y SYSTEM".G'ANNOT BE COMPLETE FOR C.O. EXCEED 2Ii0 OF '%~LEAr' ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTON ERRORS INSPECTION! REQUIRED COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF SOPOi D Tnu, SOUTHOLD TOWN PLANNING BOARD TRUSTEES taIJOTPR�GEE:D:afI11T,H DEC FRAMING UNTIL SURVEY;.. on PC OFH OUAS g DAN �PPROVEDION SCHD Blower door OCCUPANCY OR and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICA! OF OCCUPANCY Must provide Manuals D, J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town'Code I OPEN SPACE PARCEL D� .. L PROPOSED SPLIT RAIL FENCE TO Lu BE MAINTAINED BY 5OUTHOLD TOWN EL.=24.86' N14°35'10"W 156.22' �--'- Q ; N Lo ion. ~' �co ,,. *.. O C N Z 0 'Fo Lo y _ - - - - " - + -� F 9 ti �rQONOP�� -QQ I ,QQ PROJECT LOCATION & SCOPE c X = CV SITE PLAN & ZONING DATA o 'mZ 0 gem M1, C N O Lu N _ - ��NN�cott a R-80 \ Q d 2 O N " " " - GENERAL NOTES N PROPOSED �pROP\ PROP. _ - r_: Pv� —O 0 •0 0 I.C. POOL 15 NOT PART I POOL POOL 50% ARBA OF -LOT TO - - cv P�?°�' ENERGY TABLE 1- EQUIP. _ - REMAIN AS P:R-COVENANT_ ,. nn 11 OF THIS FILING D RESTRICTIONS ATED_ STRUCTURAL DESIGN CHARTS W ` \ "5TH C F MAPCH 2O25 - " r ' r - ' - ' - ' - ' - ' - ' + ' + ' - ' - C�-OO�j,00 HOLDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS -� _ _ FASTENING SCHEDULE -�\ '\ D.W. / - _ -�Q�-,QQ FRAMING GRAPHICS 601 REAR YARD SETBACK �,�i �s�P M - - - - _ _ _ _ _ _ _ _ _ _ - - - - - �oN° " BEAM CONNECTION PATTERNS 4-1W " - r - FIREBLOCKING DETAILS SEE DETAIL ' — '1/A-402 I 4' HIGH _ - - - POOL PROF. _ ' . . - - . - - - - FENCE A- ,00 PROPOSED FOUNDATION PLAN 1 - _I- - - - - ` U - - - . . \ D.W. ap iN 9 \�a0i f.1f4.0 pti,a � � � _ PROP. LOOAT I ON MAP- - - � - - - .� �c- I O2 ,OO PROPOSED FIRST FLOOR PLAN nn 11 J� . �. PROPANE . W BURIED SCALE: NTS W I - cl 9AM PROPOSED EXTERIOR ELEVATIONS � CL / PROPOSED I-STORY WD. - - - FRAME DWELLING w/ BASE fi� MENT I - - - - 3 ROP05D S I NC L 1- M I LY RE51 DNGE GARAGE ON SLAB --------- � F (4 BEDROOMS) ROP0517 I Ol�lTs -202 ,®0 PROPOSED EXTERIOR ELEVATIONS F.F. EL.=26.0' - - - U GARAGE SLAB EL.=24.cf' �\ Q - - - - - (PROP.I _ , 0� �T � IA Lu ,Q® BUILDING SECTIONS PROJECT / ZONING DATA X 0 - TAX MAP # 1000-55-06-36.2 — I I PROP. STONE - - - - . 04 I I - ' - A-JO�,��Q BUILDING SECTIONS - - - - WALKWAY ® GRADE - _ - ZONING DISTRICT R-50 NON-CONFORMING J - - - - LOT AREA 0.5 ACRES _ _ - . - _ 0 I I - - 5UFFOLK COUNTY HD APPROVAL R-23-155 3 BEDROOM PROP. 1 _ O _ _ _ I I _ 50' FRONT YARD _ _ DESIGN DETAILS rt`P I U SETBACK FLOOR AREAS PER 50UTHOLD TOWN CODE, SECTION 280-20'i: I I PROPOSED PROP05ED PROPOSED - " " _� HABITABLE OR055 ASPHALT SPACE AREA Q� PROP. � PROP. - - - I� I V - - - - tf' �—�-0�.0 L.P. L.P. _ _ - - - IV i _ DRIVEWAY - , - - m FIRST FLOOR AREA 5,210 5.F. 3,763 5.F. DESIGN DETAILS _ - ., - r - - - - _- - - r - " - _ - - I I t r - AREA TOTALS 3 210 S.F. 3,763 S.F. w I II z . . . . . . . . . . . . . . . . . . . . . . . . . . . . io i° - - - - . . . . llu I I SOUTHOLD TOWN GODS 280-20'7 (A)(1) �j— Q I ,0O PROPOSED STRUCTURAL PLANS - - - - - - - - - - - . - - . . . - - - - I I - - . . . E I I LOT SIZE / AREA IN ALLOWABLE TOTAL Eu - - - - 36,In.0 S.F. 6,IT1.0 S.F. I I 7 EXCESS OF 50,000 GFA GFA - ' ' I I - ` ` ' - `� (d) LOTS CONTAINING UP TO 5,100 5.F. _ _ _ _ _ " _ - _ _ - _ 40,000 S.F. MAX. ALLOWABLE 5.F. / PLU5 G— O� .D O ao PROPOSED STRUCTURAL PLANS 1.59b OF EXGE55 LOT AREA 4,550.0 5.F. 4(03.3 5.F. 4,.513.3 S.F. 3,-f63 5.F.� . . . . . - - - - - - - - - - - - I I - - - OVER 50,000 _ PROJECT: I I - - LOT GOVERACE LA U R E L AV E N U E 514 35 to E I I 205.56' 1 5- 05.00 PROPOSED STRUCTURAL PLANS EL.=2-7.21' b b EL.=27.1 SOUTHOLD TOWN CODE 280-124 (5) LOT 2 DESCRIPTION (FOOTPRINT) AREA 9S LOT COVERAGE TOTAL LOT AREA 36,M.O S.F. F— 10 1 .00 DWV/ WATER SUPPLY RISER 2215 LAUREL AVENUE -------------------------EXI5TINC WATER MAIN --------------- PROPOSED DWELLING 4,266.0 5.F. 11.8510 GAS RISER SOUTHOLD, N.Y. 11971 L A U R E L A X E N U E PROPOSED IN5ROUND POOL 500.0 S.F. 2.290 TOTAL AREA OF ALL STRUCTURES 506(6.0 S.F. 14.09b DRAWING TITLE: MAXIMUM LOT COVERAGE ALLOWED: 20% PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA 5 I TE PLAN ZONING REGULATIONS MAIN BUILDING SCALE: I" = I5'-0" SOUTHOLD TOWN GODS $ TOWN BOARD REGULATIONS PAGE: PROPOSED COMPLIES I5 SUBDIVISION WAS APPROVED THE NORTHERN CLEARED AREA CONFORMS TO THE APPROVED CLEARING MIN. FRONT YARD 50.0' 66.3' YES ® ■ 00 CLEARING RESTRICTIONS AS PER GEGLARATION OF COVENANTS AND AREA. AT THE TIME TH , RESTRICTIONS; DECLARATION MADE`. 5TH DAY OF MAY 2025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY L15TED AND RE5TRIGTION5. APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED BY THE US ENDANGERED SPECIES ACT. THE TIME OF 'I. AT ANY TIME, IN PERPETUITY, IN THE EVENT THAT A LOT 15 CLEARED MIN. SIDE'. YARD 20.0' 37.a' YES YEAR WHEN CLEARING 15 PERMITTED MAY BE LIMITED BY THE NYS BEYOND THE AFOREMENTIONED PERMISSIBLE LIMIT, THE AREAS MU5T I. THE TIMING AND METHODOLOGY FOR CLEARING MUST FOLLOW THE DEC,. BE RE-VEGETATED BY THE LOT OWNER ACCORDING TO A MIN. COMBINED SOUTHOLD TOWN PLANNING BOAFV'S "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT THI5 LOCATION MAY NOT OCCUR RE-VEGETATION PLAN REVIEWED AND APPROVED IN WRITING BY THE SIDE YARDS 40.0, 86.5 YES DATE: 01/19/24 1 OF 16 :] EASTERN/WOODLAND BOX TURTLE CONSERVATION DURING BETWEEN MARCH I AND NOVEMBER 30 OF ANY CALENDAR YEAR. PLANNING BOARD. ANY WORK BEING CONDUCTED ON THE SITE AT THE DRAINAGE SYSTEM INSTALLATION NOTES: CONSTRUCTION", ON FILE WITH THE SOUTHOLD TOWN PLANNING 3. NO GLEARINS OR GRADING 15 PERMITTED OUT5IDE THE LIMITS OF TIME THE OVER-CLEARING IS D150OVERED, INCLUDING INTERIOR MIN. REAR YARD 60.0 -70.7 YES 0 A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 8 DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS GLEARINS STATED IN FILED COVENANTS AND RE57RIC7IONS AND CONSTRUCTION, WILL BE STOPPED UNTIL THE 51TE 15 RE-VEGETATED I I WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC THE WOODLAND BOX TURTLE, AK,A THE EASTERN BOX TURTLE, WAS SHOWN IN GLEARINS CHART (50% LIMIT) AGGORDINS TO THE RE-VEGETATION PLAN. IF THE 5EASON DOES NOT MAXIMUM HE15HT 55.0' 25.1' YES L15TEM BY THE NEW YORK STATE DEC AS A SPECIES OF SPECIAL 4. EXI5TING NATIVE VEGETATION INCLUDING GROUNDGOVER, SHRUBS PERMIT REPLANTING IMMEDIATELY, WORK MAY CONTINUE AFTER A COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER CONCERN. THIS PROTOCOL LIMITS THE TIME OF YEAR GLEARINS 15 AND TREES, SHALL BE PRESERVED IN ALL AREAS SITE LAYOUT NOTES OUTSIDE THE LIMITS PERFORMANCE GUARANTEE I5 PROVIDED IN THE AMOUNT IT WOULD LS, AND THE EDGE OF ALL FOUNDATION WALLS ALLOWED BASED ON THE BIOLOGY OF THE PROTECTED SPECIES. IT OF FERM1551BLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND COST TO FULLY IMPLEMENT THE APPROVED RE-VEGETATION PLAN. : A A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS AL50 PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWD LOT CLEARING - 50% MAX.E INVASIVE PLANTS. THE DEADFALL AND INVA5IVE PLANT5 PROPOSED I. THI5 IS AN ARCHITECTS SITE PLAN � IS PROPERTY LINES AS PER SOUTHOLD TOWN SUBJECT TO VERIFICATION BY A LICENSED � PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION BOAR? PLANNING APPROVAL A MINIMUM 20 SEPARATION IS REQUIRED BETWEEN DRYWELLS AND I.I. ANY CLEARING AT THE SITE 5GHEDULED FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL SURVEYOR. THE INFORMATION BURIED PROPANE FUEL TANKS. NOVEMBER 15 OF ANY CALENDAR YEAR WILL BE PRECEDED BY MUST BE DONE 5ELEGTIVELY, PRESERVING NATIVE PLANT5 TO THE REPRESENTED ON THIS SITE PLAN IS TO THE CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL WILDLIFE SURVEYS FOLLOWIN5 THE PROTOCOLS LOT SIZE' 36 5ET FORTH BY EXTENT PRACTICABLE. ARCHITECT'S BEST OF KNOWLEDGE. • SEE ALSO DETAIL "7/A-402. TH 5OUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY GLEARINS OR GRADING, THE CLEARING LIMITS AND ,IT1.0 S.F. E 2. INFORMATION WAS OBTAINED FROM 2. PRIOR TO ANY CLEARING OR GRADING, THE APPLICANT MUST BUFFER5 SHALL BE CLEARLY 5TAKED ON 51TE AND IN51FIECTED BY SURVEY DATED NOVEMBER 6 2025 AND DRAINASE SYSTEM CALCULATIONS - PROPOSED DWELLING: ;. PROVIDE CORRESPONDENCE FROM THE NEW YORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE 509c OF LOT REOUIRED TO REMAIN 18,05&.5 5.F. PREPARED BY: PROPOSED ROOF COVERAGE = 5,012 5.F. _. 3 t`eDo ' DEPARTMENT OF ENVIRONMENTAL. CONSERVATION (NYSDEC) COVENANTS AND THE 5U5DIVI510N MAP. PROP05ED ASPHALT DRIVEWAY COVERAGE = 2,200 5.F. ��•� �0 REGIONAL OFFICE WITH A DETER1,41NATION ABOUT WHETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION, THE AREA OF PROPOSED CLEARING 18,005.0 5.F. YOUNG ASSOCIATES TOTAL IMPERVIOUS COVERAGE = '7,2'72 S.F. fi F ItA \'A Ar CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER 400 OSTRANDER AVENUE 1,212 5.F. x 2" RAINFALL EVENT = 1,212 G.F. STORAGE REQ.'D THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN THI5 BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE TOTAL AREA OF LOT TO REMAIN 18,1l2.0 S.F. RIVERHEAD, N.Y. IIQ01 (U 8'-P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH (3) 8'(D x 10' DEEP D.W. PROPOSED = 1,266.6 G.F. 5TORAGE PROVIDED ,q I \ / NOTES $ 5FEG I F I GAT I ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ALa J5RE 1! I AT I O N S IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOU&LA5 FIR LARCH #2 4 BETTER (Fb = 45-I5) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN5 FOUNDATION AS IT OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRAG'rORS RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE 1 BASE FLOOD ELEVATION INT. INTERIOR a 5" MIN. FOUNDATION EXPOSURE. ACENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIN65 TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E BLDG. BUILDING IG KIPS (1000 LB5) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REOUIREMENTS OF THIS DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/IN5ULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. W APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS BM BEAM MANU. SPEC.5 MANUFACTURERS SPEGIFIGATIONS W 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. cc APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLE55 B.O. BOTTOM OF MAX. MAXIMUM J m 4. AT FLUSH FRAMING USE I6 &ACE METAL JOISTS HAN5ER5 BY TEGO OR OTHERWISE NOTED Q 'F• N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL 0 �c Ln STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD 1-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM O = � 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS - '- 0 AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL 151 TIER OF FRAMING 15 IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF I�i88 �+-+ 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, z C9 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. Q O N z 0 OF THE OWNER/BUILPER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS • ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" SEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AOENGY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED d •cu � -� 'd' WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GOUT. CONTINUOUS 0-G. ON CENTER A 2 x V N SHALL BE CLARIFIED WITH THE ARGHITEc:T/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 0 O WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBE. DOUBLE OGG. OCCUPANCY g. ALL WOOD 51LLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AOENGY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION ate--+ m .� Lo 6. NO DEVIATIONS OR CHAN6E5 TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 a-i UNLESS APPROVED BY THE ARGHITEGT/E:N6INEER. DAYS OF 4,000 P.S.I., U.O.N. Q 0 d 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE cu 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMEN51ON �P. GONG. POURED CONCRETE "1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 67-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I g0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.3. PREFABRICATED WOOD i-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. ^ ` WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A57M D5055 W q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX &RAPE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. L_ DOCUMENT, THE OOVERNINO BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, �� EXIST. EXISTING RI R15ER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32-O O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. T -0 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. � EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. U A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER ■ - 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' CRO55 BRAGIN& AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 POGUMEN, THE lb. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED b'-O" AND AT EVERY 5'-O". 6OVERNIN& BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLE55 APPROVED BY ARCHITEGT/ENCINEER, NO FAR - 1 FLOOR AREA RATIO STL. STEEL 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.Y. SMART VENT 4-J 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED I'7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY • 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, T14E CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNIN& BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS "�"' RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP CL. -� TEMPERED GLASS BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. r 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 111. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES C-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK `J Ig. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND, LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. I.b. GYPSUM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. 11 TOP OF WALL AND ORDINANCES. GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTIN&. ALL 4" THICK _ Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A IV' SPAN. WALLBOARD, A5TM 03'7 SPECIFICATION FOR GYPSUM LATH, OR ASTM C'7g CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD ■'^ SPECIFICATION FOR 6YPBUM SHEATHING BOARD. v THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR, FRAME TYP. TYPICAL n , COMPLETION OF PROJECT. " " VJ AS PER PASSE 6-003. I."T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 BOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib WIDE x 8 I"T. THE CONTRACTOR SHALL INDEMNIFY ,AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q ARGHITECT/ENOINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. DAMAOES LOSSES AND EXPENSES IN,GLUPING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Ib STRUCTURAL PANELS: ATTORNEYS FEES ARISING OUT S OR CLAIM, VAINO FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING,DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH G,LAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL SITE WORK 15 ATTRIBUTABLE TO BODILY INJURY, 51C:KNE55, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE I• STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK H.D. HOLD DOWN W/ WITH ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 I) CONSTRUCTION AND 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, - I I < WHOLE OR UI PART BY ANY NEGLIGENT LILT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARGHITEGT/EN6INEER PRIOR TO PROCEEDING. HDR HEADER WD. WOOD CONTRACTOR, ANY SUBGONTTZAGTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED R, ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE BY ANY L F T OF WHETHER OR NOT IT IS CAUSED IN PART H A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING. EVALUATION REPORTS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRUS JOIST 2.OE MIGROLLAM LVL SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL B. 6EOR61A PACIFIC 2.OE &-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND Ib. ALL MATERIALS, ASSEMBLIES, AND METHOD OF GON5TRU:.TION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEED5, TREE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN6 A. WEYERHAEUSER TRU5 JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL 5URPLU5 MATERIAL THAT IS UNSUITABLE /� ¢ /� y�I �,{ OF CONCRETE, ETC. ARE TO BE CAREFULLY 5UPERVI5ED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. I NSUL l"tTI ON 4NSTRI"tTI ON RQU I RI'INTS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE GORES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNINC BUILDING CODE, AUTHORIZATION OF THE ARCHITEOVENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN5I A208.I AND ANY PROPOSED DESIGN GODS PRESCRIPTIVE VALUE COMPONENT COMPLIES SHALL Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE LAS5 WINDOWS AND DOORS VALUE CITATION (PER 2020 NY5EGGG) NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS EVALUATION REPORT. I. ALL GLA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. PERTAINING ARE: TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2• GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER FENESTRATION c 025 MAX.U-VALUE■O.s2 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT 5UPPORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN5I/AHA AIg4.1 CELLULOSIC CLEARANCES ARE PROVIDED. FENESTRATION U-VALUE AIR LEAKAGE ■ 0.50 GFM/5F MAX.AIR LEAKASE ■ 0.30 GFM/SF YES 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR PER .402.4.5 t TABLE:R402.1.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED R-26 FOAM SPRAY INSULATION W/ MIN.R-VALUE ■ 44 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. WITHIN I6" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LASS, =OEILIN& -VALUE R-21 BATT INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 YES SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL 51DING STRUCTURAL PANEL SIDING USED IN UNLESS OTHERWISE NOTED. 24. NOTGHE5 IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. EXTERIOR(2"xb")WOOD R-14 SPRAY FOAM INSULATION MIN.R-VALUE ■ 20(CAVITY) 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 4. ALL 6LAS5 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH FRAME WALL R-VALUE (R■WINCH) W/R-II BATT INSULATION PER TABLE R4O2.12-CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MANUFACTURER'S SPECIFICATIONS. 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 4096 OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGEREPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE OF THE STUD. FLOOR R- PER TABLE VALUE R-50 BATT INSULATION MIN TABLER-VAL E ■R40 UNAUTHORIZED USE UNDER FEDERAL LA6V BY THE ARGHITEGTURAL WORKS 2.12 -CLIMATE ZONE 4 YES COPYRIGHT PROTECTION ACT OF IgaO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ENERGY CONSERVATION CONSTRUCTION CODE. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL COMPLIANCE STATEMENT: � :] ______ E. il 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE: CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LAS5 DOORS, WINDOWS, OR TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE, COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 15.2.1 SQUARE AND N CONSTRUCTION;55TD 10-gg AND 2018 SEC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 5GREW5 (INCH SERIES) .. "1 ALL EXTERIOR DOORS ARE TO BE WEATHERED 5TRIPPED AND PROVIDE ALL z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. w I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN05, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LA& SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME 15I5.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 8. ALL 6LAS5 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 0 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. U 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ilul BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED 50LIP TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 3. METAL PLATES, CONNECTORS, SGREI^15, BOLTS AND NAILS EXPOSED TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE WEATHER SUBJECT TO SALT CORROSION IN COASTAL WALL w/STEEL 5HIM5 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE DIRECTLY TO AREAS SHALL BE STAINLESS STEEL EC HOT DIPPED GALVANIZED. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, w EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REOUIRED REINFORCINO (® MIN. 16" &ACE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, REQUIREMENTS. o SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TAE3LF- R501 .7 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNINO BUILDING CODE AND ANY 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE CLIMATIC $ OEOORAPHIC DESION CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUD5, HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S TEMPERED 6LAS5. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: AND AT LEAST ONE STUD AT EACH _TIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPO51N6 U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG II. EXTERIOR GLAZING SHALL BE PROTECTED FROM UIREMERNE DEBRIS. GROUND SNOW LOAD 25 LB5 RAFTERS EXCEPT WHERE COLLAR TIES OF Pxb" OR 2"x4" LUMBER 15 w/ 6" RISE 4 w/(2) 3/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILSI NAILS SHALL COMPLY WITH ASTM F ILS, STANDARD GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE LAU REL AVEN U E LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" MIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MISSILE TEST O. ASTM AOEEldldl AND ASTM EI886 AS MODIFIED I 20HA NYS ET STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH RAFTERS. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR LOT 2 SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AN5I/DA5MA 115. RAFTERS HAYING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/180 "i. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48' AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH 1^U NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B A THIGKNE55 OF NOT LESS THAN a' AND A SPAN OF NOT MORE THAN 8 SHALL 16" WITHIN 4 OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2."1. SCREWS: 5GREW5 SHALL COMPLY WITH AN5I/A5ME B 15.6.1 BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR WALLS 4 PARTITIONS H/180 I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-GLASS-A ASPHALT ROOFING WOOD50REW5 (INCH 5ERIE5). ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE WEATHERIN6 SEVERE 2215 LAUREL AVENUE 6. SILL PLATE TO FOUNDATION ANGHOW:A&E;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FLOORS 4 PLASTERED CEILINGS L/360 OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE PER THE ANCHORAGE METHOD SELECTED ACCORDANCE WITH TABLE FROST LINE DEPTH 3'-O" SOUTHOLD, N.Y. 11971 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-W CO EATHER-WATCH ICE 01.2.1.2. ATTACHMENT HARDWARE SHALLL PERMANENT CORROSION-RESISTANT AND THE ANCHORS SHALL ALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7 IN CONCRETE/MASONRY AND WATER BARRIER FROM ED&E OF EAVE TO 24„ CO INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: ON THE BUILDING. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHIN6 CONDITIONS. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED A5 "51MP50N" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 3. PROVIDE FLASHIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING GENERAL NOTES CONSTRUCTION. 1. CONTRACTOR SHALL INSTAL- WATER SUPPLY, DRAIN,WASTE, AND VENT(DWV) EXTERIOR WALLS - WIND LOAD5 W/ BRITTLE FINISHES L/240 GU ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED„ NERGY TABLE SYSTEMS TO NYS PLUMBING CODE AND NYS DECDEG RELATIONS. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS BY 51MP50N MANUFACTURER. TO 201-T NATIONAL ELECTRIC GORE, NFF'A'70 AND 2020 NEW YORK STATE SPECIFICATIONS. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL I^A5TE PIPES. COMPLETION-OF-WORK. 6. CORROSION RESISTANT it GAGE ROOFING NAILS AND I6 GAGE 5TAPLE5 ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY SIMPSON jI PERMITTED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER STRUCTURAL Drz51 ON L0AI:;)5 PAGE: 3. SMOKE DETECTORS, IN CONFORMANCPA •7 ; 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FOOT. - GENERALLY,VERIFY OR PROVIDEIRED •7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR SMOKE DETECTORS w/ BATTERYP IN: 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: MANUFACTURER 5PEGIFICATION5 OF THE PRODUCT BEING INSTALLED. USE FLIVE LOAD DEAD LOAD 8. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - KITCDISHHEN WASHER.........................................2 A. EACH SLEEPING ROOM - KITCHEN SINK........................................2" G-00100 THE SEALANT TO UPLIFT FORGES USING ASTM D 6551. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - LAVATORY...............................................2" EXTERIOR BALCONIES 40 sf 15 sf B. OUTSIDE OF EACH SEPARATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED _ SHOWEWTUB 2, P P AREA IN THE IMMEDIATE VICINITY "1. VARIATIONS IN CONNECTOR GONFICURATION SHALL BE APPROVED BY - TOILET........................................................5" THE BEDROOMS (GENERALLY THEY) - LAUNDRY .................................................2" DECKS 40 psf 15 psf ARCHITECT - FLOOR DRAIN..........................................5" DATE: 01/19/24 2 OF 16 G. EVERY LEVEL OF DWELLINGGYPSUM WALL BOARD 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PASSENGER VEHICLE GARAGES 50 psf A5 PER PLAN ������D EMENT, FIRST FLOOR, 4 SECOR, ETC) I. OYP5UM WALL BOARD SYST'EM5 SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. THROUGH ROOF. CODES AND REFERENCE STANDARD: ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK p MECHANICA2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS "1. PROVIDE FROST-PROOF HOSE BIB5 WITH EASILY ACCESSIBLE DRAIN 4 STATE BUILDING CODE, 2020 NEW PORK STATE RESIDENTIAL GORE, 2020 OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE DRAIN GOOKS AS REQ'D. HOSE 5I55 SHALL BE PROVIDED WITH BAGKFLOW NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/ THE PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION GORE. NY5 MECHANICAL GORE AND FUEL 6A5 CODE DEEMED APPLICABLE. %ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf s �� � 3. 5/8', ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON GEILIN6 AND WALLS INSULATION 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 2• REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF p p C` '��,r ,: s, 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTION. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME i d.` \ " _ a.� , <� LABELED, 4 INSTALLED IN AGGORDANG!E w/ MANUFACTURER'S SPEC.'S 4 CODE. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION SLEEPING ROOMS 30 psf 15 psf •' 0 X �. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AF4PA) AMERIGAN WOOD COUNCIL (AWG). � /'- I; r,) ,.- 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. �T `il C7 SHALL BE EQUIPPED w/ FLAME 5AFEOUARD DEVICE WHICH 5HUT5 OFF THE FUEL CONCRETE PANELS OF 5/8 THICKNESS MINIMUM. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE STAIRS 40 psf 15 psf '' 6 SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. FINISH JOINTS J-BEADS NAIL DIMPLES CORNERS AND EDGES SHALL BE WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTICN 15 REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING CODE. �I ( ,I' 11 1 4. FIN CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 psf 15 psf ;`s`1 ,, 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE p p c• TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. ,,�0t t-t COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. �'�, �_: .� TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NO NOTCHINO AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC �`�F V'`� ALL OPENIN65. - ,1" R-50 FOR FLAT GEILIN65 NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC P I5 psf FOR LATH. DUGT5 3"O 4 GREATER, LOCATED IN ATTIC: R-8 - 8.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 CODE, NFPA -70 AND 2020 NEW YORK STATE ENERGY CONSERVATION " - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION 12. PER NYS PG 425.4, A 4"x3"CLOSET BEND SHALL BE AN ACCEPTABLE CONSTRUCTION CODE,DUGT5 UNDER 3 4', LOCATED IN ATTIC: R-6 b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. DUGT5 3"4' 4 GREATER, OTHER PORTION OF BUILDING: R-6 - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH DUGT5 UNDER 3"O, OTHER PORTIONS OF BUILDING: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ASCE -1-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) i OL_DOV�IN DETAILS TYF I GAL- NA L- I NC/STRAf=fi 1 N REOU I RE1�fENTS FOR FA5TENINO 5GHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL- FT, SHEAR/ $ LATERAL_ Jul I ND RES I STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 51.155TITUTION5 MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, Q "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT — 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) 0 ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE LU *U5E IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J HOL:DOWN ' HOLDOWN '51 CONNECTION A DESCRIPTION cu FASTENER SPEC. FASTENER Q t N NAIL- NC O R I D AND G2UANTITY SPACING �— W FOR NEW b EXIST. ROOF GEILINO FRAMING _ FOUNDATIONS AT RAFTER TO RIDGE �ry I.DIM's ARE ALL MIN.k's BASED ON USE OF ONLY A Ibd }- 0 ENDWALL - """ ~ CONNECTION: COMMON NAIL w/o PREBORED HOLES. .— ENDWALL ~~~" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER z (3) 2x FULL (5) 2x FULL CORNER STUD "-~"" "" �^ 2 2.HOOD IS ASSUMED TO BE D F,k2 d BTR. IN DRY USE O C N 0i HEIGHT STUD\ HEIGHT STUD CONNECTED TO "-�" FOR STRAP - 3 8 d COMMON R.R. 2" SERVICE d (u L0 CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST CC , (� CONNECTED TO 5.SHOULD THE HOOD IN USE PRESENT A SPLIT POTENTIAL G X CV TRANSFER SHEAR "SIMPSON" HDQB \�V (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP O o0 0 4 FOR ROOF SLOPES UNDER 5:12 WITH • �,r HOLES,SET NEH MEMBER. HOLDOVJN ANCHOR ® 2-I6d COMMON ROOF SPANS OF 24' OR GREATER • '� 2-I6d COMMON LOCATIONS NOTED NAILS ® 6" O.G. S / ,• • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOHED 01 L0 NAILS ® 6" O.G. 3 ON PLANS 10" O.G. IF BLOGKE `.,„ _~■'' USE 4 8 d COMMON NAILS ® EA. ,�j`/ • • • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) �i-Ibd COMMON EACH LAP C O OCD O" O.G. IF BLOCKED CORNER POST END OF STRAP. TIES ?° 5.SEE SECTION 6 FOR ANY REOT TO CLINCH THE NAILS(TO Q ,--. a Q CORNER P05T `` " 4 1 TIGHTLY BOND THE END OF THE NAIL TO A c10° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE GRAPHIC BELOW THE ABOVE ASSUMES A RAFTER "SIMPSON" HDQB SPACING OF 16" O.G.; FOR 5PACIN55 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOLDOWN ANCHOR ® OF 24„ O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS 3 SPIKES 3 TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END LOCATIONS NOTED a° GR 4-I. ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI 52 WALL FRAMING a AT RAFTER TO TOP PLATE TO STUD HOLDOWN INSTALLATION OPTIONS: CONNECTION: FOR NEW P. GONG. FOUND.'s ~~`� 44 FOR STRAP - 5 5 d* COMMON NAILS ® EA. �2�:; TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON 1 PER FOOT `J HOLDOWN CAST IN PLACE w/-7/8"0 THREADED ROD .~~" ° • • END OF STRAP. ' ' TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE • 44 FOR EXIST P GONG OR NEWLY CURBED FOUND's . . sEe WHEN IN TOWN OF ISLIP OR NAILING -1/&V THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE OEOMETRY EXCEEDS THAT PERMITTED IN • • W D CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ---� m • • MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. L�j ADHESIVE), B FOR TEMP.'S o°F-40°F USE "SIMPSON" AT 51MP50N #H2A (OR EQUAL) RAFTER TIE 4-) W (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON I6" O.G. ALONG EDGES • • FOR TcOENAILINb - 3 8 d COMMON NAILS FOR EXIST /NEW C.M.U. (GONG BLOCK) USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN CONNECTION -"--.w. FOR G.J. TO R.R. - q I6 d COMMON NAILS w/"1/8 0 THREADED ROD REQUIREMENTS FOR """"'" - BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED C.J.'s (HHEN AT G.J. TO G.J. CONNECTION: ENDJ015T, or BLOCKING (FACE-NAIL) 2-I6d COMMON 12 PER FOOT HOEDOJ�IN 'G' HOEDOWN 'D� APPLICABLE) F02 ESA P VE � OR BELOW 6 d GOMMOND AABS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING Q • — FOR NEW 4 EXIST. FOUNDATIONS \ FOR NEWLY POURED CONNECTION GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n 1 FOUNDATION ® ONE STORY ONLY� : W (5) 2x FULL ENDWALL BRIDGING TO JOIST(TOE-NAIL) 2-5d COMMON EACH END Q HE16HT STUD CORNER STUD CONNECTED TO 5LOGKIN6 TO JOIST (TOE-NAIL) 2-8d COMMON EACH END "SIMPSON" HDQB TRANSFER SHEAR • ° AT STUD TO FLOOR ASSEMBLY (5) 2x FULL ~ """~ • �i2 -"---- -"-- TO STUD CONNECTION: BLOCKING TO SILL or 5-I6d COMMON EACH BLOCK HEIGHT STUD TOP PLATE (TOE-NAIL) HOEDOWN ANCHOR ® - 2-I6d COMMON "~•� ~,,.~-•~' • ° LOCATIONS NOTED NAILS ® 6" O.G. b ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - _ -it d* COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-Ibd COMMON EACH JOIST CORNER POST NAILS ® EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST 1'M FOR EA. PLATE TO 57UD ABOVE 4 OR 2-16d COMMONBELOW - � 16d COMMON NAILS NAILS ® " O.C. - SAND JOIST TO J015T (END-NAIL) 5-I6d COMMON PER JOIST "1 BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON 1 PER F007 ROOF SHEATHING ° a STRUCTURAL PANELS: a INTERIOR ZONE " a 051MP5ON" ST 14 CONNECTION DI D2 Soup PERIMETER ED6E ZONE ° 8d COMMON 6 EDGE / 12 FIELD BLOCKING Sd COMMON b EDGE / b FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ &d COMMON 4" O.G. L1oLDOWN INSTALLATION OPTIONS; ® EA.BAY UP TO q" RAKE OVERHANG FOR NEW P. GONG. T I NPL ".- "" " • GE i L I NO SHEATHING HOEDOWN CAST IN PLACE w/"1/8"� THREADED ROD r�...."•~•"""" � AT STUD TO FLOOR ASSEMBLY TO SILL � FOR EXIST. P. GONG, OR NEWLY GURRED FOUND.'s PLATES) CONNECTION: D2 "7/8"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO CONCRETE w/ °5IMP30N" SET (HIGH STRENGTH EPDXY ;7 I/2" MIN. ------~--~•" I ADHESIVE), d FOR T'EMP.'s O°F-40°F USE 'SIMPSON" AT CORNER ° ° FOR STRAP - 5 8 d* COMMON NAILS ® EA. GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD I I (H16H STRENGTH ACZYLIC ADHESIVE) ONE 04 REBAR END OF STRAP (WRAP STRAP UNDER SILL FL) WALL SHEATHING SPECIFIED ON D( FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE , '`. • - FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN o ° FOR EA. PLATE TO STUD ABOVE OR BELOW - w/'1/8 STRUCTURAL PANELS"� THREADED ROD 2 I6 d COMMON NAILS N Sd COMMON b" EDGE /' 12" FIELD ° ALTERNATE GONFI6URATION - ABOVE STUD TO 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMP50N (OR "... .__. STRAP w/(5) EQUAL) ® PLATFORM TO SILL PLATES " Sd NAILS® EA.END Z NAIL_ I NO/STRAFF I NO @ W NDOW/DOOR +DEADER STANDARD/ALTERNATE """�". OF EA.STRAP TO EA.J015T-(FOR FLOOR SHEATH I NC (5U5FLOOR) ALTERNATE USE NOTATION: SIMPSON 142.5A) U A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 5.7,P. ISq);W E WHEN 5TRAPP 6 CONNCTION E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS, USE SIMPSON 0516 5TRAPPIN& (OR EQUAL). ~~ ""�"" I or LE55: ad COMMON b" EDGE /' 12" FIELD .."~~••~""'"""" GREATER THAN I": IOd COMMON b" EDGE /' 12" FIELD m B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 HFGM, TABLE 5.255, P. ql) " ~~~""~- • C - NUMBER OF FULL HEIGHT KIN6 STUDS ® EA. 51DE OF HEADER(2018 WFGM,TABLE 5.250,P. 2q "" : ALTERNATE AS PER TABLE 5.25D,P. 2415) ~ ~„' ~ ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL" EDGE. w A D D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE # AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (2018 WFGM, TABLE 5.1, P. ISq) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E - NUMBER OF JACK STUDS ® EA. END OF HEADER(200 WFGM, TABLE 5.22F,P. 285) °. ° ° a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBER5 SHALL BE DOUBLED, OR F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. IDE ° ° °Q SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. Iql) ° ° ° ° ° ° d ° ° °as 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBER5, THE TABULATED NUMBER OF FOR STRAP - 5 5 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) 3 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH LAU R E L AV E N U E FASTENING 5GHEDULE B '"""`" ..,� ° a SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS "-M ° ° 9` FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. LOT 2 (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITIONU " "e 2 I6d COMMON NAILS A NOTATION 51 O NAOE FOR TRUSS TYPE, PRE—ENO I VEERED ROUGH A B G D E F 6 WOOD, AND/OR TIMBER GON57RUG7ION OPN6 THE FOLLOWING 516NAOE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2215 LAUREL AVENUE 2'-0 " 5 I I I I I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, N.Y. 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 I 2 2 2 2 SQL_ I G I NC O TOi� i�LAT GABLE ENDWA�LL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. (5) - REQUIRES SILL PLATES OF 2"xb" (MIN.) BLOGKIN&2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, TOP PLATE LESS PROVIDE 8'-0" 12 2 5 4 4 4 }— SPLICE —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOGKIN6 0 12"O.C. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH I 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "I" "II" "III" °IV" oR "V" TO INDIG�ATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES 54C - FOR WIND - EXPOSURES 54C - lo'-o° 14 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE GONSTRUGTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-O" 16 2 5 6 6 6 BUILDING MINIMUM SPLICE1°` BUILDING MINIMUM SPLICE''` THE NY5 BC. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT) TYP. STRAP w/(5) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-O" 2'-0"/2'-b" 12'-O" 3'-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, ATTIC PRE-ENGINEERED WOOD, OR TIMBER ®O O I6'-o" 3'-O"/5'-q" I6'-o" 4'-0" — CONSTRUCTION AS FOLLOWS: ANCHOR 5OL7 Sfi=EG I GATT ONS - "F" = FLOOR FRAMING, INCLUDING :2 0'-0" 4'-0"/5'-0" 20'-0" 5' BLOGKIN6-0" 2 BAYS H {� GIRDERS $ BEAMS CORNER SPECIFICATION (2015 W 24-0FGM TABLES 5.2A 8 5.25, P. 157-160) „ 4'-0"/5'-0" 24-0„ b-O„ BACK® 4'-011 o.G. - "R" = ROOF FRAMING - "FR" = FLOOR s ROOF FRAMING DATE: 01/19/24 3 OF 16 CONDITION sq FOR ALL STRUCTURES: ANCHOR BOLTS ® 5ci" O.G. 28'-O" 5'-O"/6'-3" 2b'-O" "1'-O" • 32'-O" b'-O"/7'-b" 32'-O" 8'-O" SECOND FLOOR Q %v >`u ;� 36 .l 36-O �-O k NOTES. I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE ID Apo CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE °�� t LE "NGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'-o 8 "/10 "'-O '-O 40'-O" I I'-O" c�0 ��' '� I. MIN. '7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS ���� .�` p ' w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-O" O.G. ' ?, END 1. „ 1, ., 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O 13-O TYP. STRAP w/(3) c- id": ;,' .-• c` CONDITION TOP TWO COURSES SOLID IN EXPOSURE B 8d NAILS EA.END STROKE , n i n , n i u , n • � T 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT HALL 60-O 12-O /15-O 60-O I6-O OF EA. STRAP ;p HEIGHTS FOR OTHER HALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; Iq-O FIRST FLOOR tp PLAN DIAGRAM OF ZONE5 OR REPLACED BY HOLD DOWNS FOR SHEARW H ALLS FOR ALTERNATIVE ALL HEI6HT5 MULTIPLY THE ABOVE '10-O 14-O 70-O >+ f " u (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). 50'-O" I b'-O" 80'-O" 22'-D" r �f 'f NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE To BE BETWEEN 6 $ 12 h E FROM ENDS AND CORNERS (TWO ® CORNERS) a'HALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) IO'HALL- 1.25 BLOCKING 2 BAYS II'HALL- 1.515 TH15 COLUMN w/MULTIPLIER BACK® 4'-0" O.G. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0"HALL #157 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RAVE MATERIAL I M 1 SCELLANEOUS FRAM I NC GRAPHICS CONTINUOUS BUILT-UP C I RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REG'D FOR FRAMER TO HAVE A REBLOCK I NO FOR F'LATF OR� NOOD FRAM I NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 a CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF J015TS NAILED Q PATTERN DESCRIPTION TOGETHER SIDE BY 51ME ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINT5 ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. LLI NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROW5 10d NAILS m 12"O.C. THE SPAN LENGTH FROM AN INTERMEDIATE J c6 DJO 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T co STUD B (5)ROWS IOd NAILS o 12"O.C. SUPPORT. NO TWO AINING O OR OR JISTS, N ME SERVES AS FIRESLOPPING. STUDS THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE N SUBFLOOR (2)ROW5 1/2" O.G.Q BOLTS a 12"O STA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE LO /SUBFLOOR �' DBL.a ENDS PLATE SERVE AS FIRESTOPPIN6. .� O TWO-PIECE 50LE PLATE BUILT UP&IRDER P MAX.52" D (2)ROWS 1/2" 4)BOLTS• 16"O.C. NAILING ESTOPPIN6. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE w ^ O E (2)Rows I/2" d BOLTS m 24" WITH o.c. SIDE IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIR � SOLE PLATE �'; Cfl BETWEEN I/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 0 (\j z O F (2)ROW5 5-5/8"TRu55LOCK SGREW5® 121,O.G. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. a SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDER5 ARE TO BE NAILED FROM EACH •C6 6 (2)ROW5 5-5/6"TRU55LOGK SGREW5® 16"O.C. P 51ME w/ lociNAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION, THE SOLE 2 X N SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 O 0 4- i (2)ROWS 5-5/6,TRUSSLOCK SCREWS• 24"O.C. BETWEENJOISTS SERVE AS FIRESTOPPING.NAILS IN A HORIZONTAL LINE. O m '.D ,.._ C4 JOIST H SCREWED ON(1)SIDE OF MEMBER ,-J MAXIMUM OFFSET (2)Rows 5"TRUSSLOGK SCREWS m 12"O.G. THREE-PIECE -T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND 0 N O (� L0 J BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O u O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P• NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVES F HOOOPPIN6. MATCHED SIZE OF BLOCKING (2)ROWS 5"TRUSSLOGK SGREW5• 16"O.G. Q UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 BLOCKING 6. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS a 52 O.G. STUD (2)Rows 5"TRUESLOCK SCREWS a 24"O.G. BETWEEN 1/6 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL p FOUR-PIECE GIDER5 ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUD5 IN PARTITION ADJACENT TO CANTI LEVERED FLOOR GE I L I NO BRAG I NO 1.BE M5 a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED STRINGER To SERVE AS FIRE5TOPPIN6. GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR CONNECTION PATTERN 'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE „ ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE 51DE TO THE OTHER BUILT UP GIRDER P, GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR SOLE PLATE 2"x4" CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE® 6 O.C. BOLTED TO STEEL COLUMNS. TRUSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 SAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST 2) 10d NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL. n 1 �I �I $� �I �''') }� ( PLATFORM FRAME CONSTRUCTION SHRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON W I `�A I L I `�O I A T T E R I `�S FOR SIDE L O A L/E D 5 E A'I /I S 0 c . FLUSH 5�A�5) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE M lo) 8d ✓ ✓ ✓ -LOCATIONS REQUIRUNG FIRESTOPPIN6- AS FIRESTOPPIN6. ' NAILS FIRE- FIRE_ WOOD FIRESTOPPING FIRE5TOPPING STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS JOIST " 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' I N, I! I I U c I �I BLOCKING 2"x4" BLOCK NAILED TO EA. BRACE . , "S 16d oc.srAs V a 12'oG. a b"o.c. III 2 ROWS Ibd °S ROWS Ibd 2 ROWsXs' 2 ROWSV. 2 ROWSJ;" W(4) IOd NAILS COMMON COMMON �LT5.24' BOLTS BOLTS VERTICAL STUD 20 ga.STRAP a 12 O.G. a 12 FIRESTO 19 AP WHEN . -- COVERING IS APPLIED &YP5UM BOARD Tw0 ROWS 12"O.G. THREE ROWS 12"O.G. TO UNDERSIDE Q LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 `+ � JOISTS DOUBLE PLATE 5d COOLER NAILS o 10" O.G. (10)6cl NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° n, NOTE: ENDW S ALL STUD AS NOTED IN NOTES -i $ 8 Qm W JOIST SHALL BE LOCATED DIRECTLY « ° FIRESTOPPIN6 ° ° NONCOMBUSTIBLE DENOTES ALT.FOR USE OF DRYWALL SCREWS LOCATION OVER STUDS, UNLE55 TOP PLATE 15 4" O EDGE/ 12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPING OF GIRDER Q DESIGNED TO CARRY THE LOAD SCREWS e6 - lY4"TYPE W OR 5 FIRE LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND.MOULD BE LOCATED 2' TWO ROWS 24"O.G.5TA&6ERED TWO ROWS 6"O.G. LOCATION 5 /� FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THIGKNEss OF THE MEMBER.USE WA5HER5 UNDER HEAD AND NUT. ° ° O OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12"• O O O 0 O O O O O 2"SPACE NOT ATTACHMENT © VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. V TO BE FILLED \ ® NONCOMBUSTIBLE E FIR TOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN6 BOTH SIDE OF THE MEMBER. FRI \w b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION •7 \ \ 5TD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ T.2 ROWS OF Ibd COMMON NAILS(12"O.C)FOR DEPTH5 12"OR LESS FIRESTOPPINe LOCATION q \ \ _4 8d NAILS LOCATION 5 m EA.END ® R.R. 6.s ROWS OF Ibd COMMON NAILS 02'O.C)FOR DEPTHS OF 14",Ib' ! 16". LOCATION 10 FULL WIDTH 2" BLOCKING ZO ILI GONSTRUGTI ON DETAILS Jul I ND LOAD FA7H GONNEGT 1 ON DETA 1 LS TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. EXIST. OR NEW NOT TO SCALE NEW R.R.SET W/ 7 R.R.BELOW UPPER TOP PLATE LAPS 4 loci ,,CONTINUOUS LOWER TOE NAIL NOTED COW.BLOCKING TOP PLATE SPIKED TO R.R.'s .i ALIGN NEW d EX. R.R. AS SHOWN KING STUDS PLAN VIEW NOTE. SIMILAR 0 '5HED' WOOD JO I5 WOOD JOI ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JO 1ST HANGE HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF OLINGHED NAILS INSTALLATION OF TOENAILS GIRDER/HEADE WOOD GIRDER J JACK STUDS IN MEMBER WOOD OIST MA fx I10, sOo Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH W 1 TH GIRDER/HEAL'.-)ER TYFI GAL HEADER CONNECTION � I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: c'lAM•x 5 APPROX. 50° W/THE MAIN MEMBER d STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, LA U R E L AV E N U E I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, 5TRAICHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN LOT 2 MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER ILS SHALL BE INSTALLED IN EAINSIDEOOF RAFTER OR GEMORE THAN 2 TOErILIN6 JOIST WALL STUD WALL STUD HHEN IN EA.FASTENED IDE WHEN FASTENED TO A 2 xb" TOPR 5 TOE PLATE�`IL5 BOTTOM PLAT BOTTOM PLAT BATHTUB SUB FLOOR 2215 LAUREL AVENUE DOUBLE JOIST DOUBLE JOI5 TOP PLATE SOUTHOLD, N.Y. 11971 G_H I M. CHASE 5ECUR1 NG ® STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-SEARING WALLS ALTERNATII/E RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC, FLOOR d BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) O TOP PLATE a o W I ND RESISTANT GONSTRUGTI ON CONNECTORS PAGE: GHIM. CHASE WALL 4*X Q V G-004 d)o CONNECTION LOCATION: PART NUMBER: NOTES: ■ OO RIDGE-TO-RAFTERS C520 ® 21 " APPLY TO EACH PAIR OF RAFTERS Q a RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 01/19/24 4 OF 16 tu ROOF _ o z o RAFTER-TO-PLATE H8 or H2.E APPLY TO EACH RAFTER Nz REQ D BLOCKING a APPLY TO EACH WALL STUD TO ALIGN w/5TRAPPIN6 w �,u `� PLATE-TO-WALL STUD G520 18" ® EA. LEVEL ABOVE - 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 a 56" r THE FIRST FL. ®z� APPLY TO EACH WALL STUD �.�,�:,.0 A P���� ® HEADER-TO-JACK STUD C520 ® 12" APPLY TO EACH JACK STUD`FLOOR/GL6. �r° a h 0 CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD J0 � SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH SIDEWALL END 1z �, IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE (��, �, SIDE Y I EW PLAN \/I EW (USE WITH 3 SQUARE WASHERS) OF VA USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. t i OENE L 5`r'�50L. <E)' : SEE SITE PLAN FOR PROPANE TANK LOCATION EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. -� a Q EXI5TINGG TO REMAIN WHEN APPLICABLE) D _ NEW WOOD FRAME (L-0. NEW FOUNDATION WALL cu ( ) W O - N D W STL. WHEN APPLICABLE) q O �- J m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL w ® POST FOR 4" WALLS WOOD FRAME (L.G. 5T Q ;c- (V L. _� WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL f0 6 O P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.O. 5TL. 81'-2" z o � N zo WHEN APPLICABLE) 22'-2" 33'-2" 23'-4" 0- co� � - - - - - - - - - - - - 4 I x � N - - - - - -� I a o FOUNDATION PLAN NOTES I BURIED PROPANE LINE A5 PER COVENANTS $ RESTRICTIONS DATED 5TH OF MARCH 2O25: I I �I W I. ALL UTILITIES, INCLUDING BUT NO-7 LIMITED TO ELECTRIC, 6A5, TELEPHONE, GAB'_E AND WATER, MUST BE LOCATED UNDERGROUND 2, UNDEROEXCEPT TH05F WITH SPILL, ONVERFIKS LL PROHIBITED, AND CORROSION PROTECTION REQUIREMENTS IN PLACE I I I 4,_0" -�J Ing PROVIDE (1) NEW FURNACES: O I. UNIT BY "RHEEM" OR APPROVED EQUAL 2.PROVIDE 5-TON UNIT FOR 15T FLOOR "ZONE P 4 "ZONE N 5.VENT UNIT THROUGH HALL BASEMENT tV _O T M 4.F.A.I. THROUH WALL w 5. INSTALL AS PER MANU. SPECS. " I NEW MECH. AREA: O I. INSTALL ALL INDICATED EQUIPMENT A5 PER MANU. 5PEC.'s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_ U 2.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF MECHANICAL UNITS AS PER NY5 MG 306.1 5.MAINTAIN ALL APPLICABLE VENTING CLEARANCES ED 2 r r z REQUIR PERNYSMC a04. - - - - - - - - - - - - - - - - - - - - -402 L a' - - - - - - - - - - - - L J. - - - - - - - - - - - r 4.IF APPLICABLE, DISCONNECT, REROUTE, 4 RECONNECT - t I H r • EQUIPMENT TO EXIST. PIPING AS REO.'D. • , �m TYPICAL MECHANICAL AREA NOTES: - - - - - - - - - - - - - - - - - - - - I - - - 1. FOR HP. FR. FLOOR - PROVIDE I/2" GONG. BD. BY I -1 L J PROPOSED PATIO ABOVE VUROCK" (OR EQUAL) I 2. FOR WV. FR. WALLS - PROVIDE (1) LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) S. WHEN NEW INSTALL FURNACE/BOILER AS PER MANU. 4 AND I., AS., H.R NY'S MECH. AND FUEL OAS DE EQUIP. SHALL 15E VERIFIED THAT I I A-4oi I w 4. WHEN EXIST., MEG IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE - - - - - - - - - - - - J 5. COMB. AIR VOLUME A5 PER MANU. SPEG.'s - PROVIDE _ I L - - - - - - - - - - - - - - - - - - - FRESH AIR INTAKE FROM EXTERIOR I I I 0 1 6. MAINTAIN OR PROVIDE FURNACE/E301LER ELECTRICAL o - - EMER6ENCY SHUT OFF SNITCH I I-1. FOR OAS SERVICE,PROVIDE 6A5 SHUT OFF SWITCH L - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f - - - - J v I 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER I ' I • CLEARANCES AS PER CODE J q. PROVIDE 5" FLOOR DRAIN IF RECO BY EQUIPMENT 4 CONNECT TO SANITARY SYSTEM A5 PER NY5 PLUMBING CODE q IO.APPLIANCES JOINED THROUGH A COMMON NATURAL A-4O 2 DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL I A-40I SECTIONS OF 2020 NY5 RG 624:77. r V UNDER-FLOOR AREA VENTS Ij V O UNDER-FLOOR NEW VENT H/ MIN. I S.F. NET VENTILATION OPENING PER J Q IY 25'-10" I I. 1 l� • Q 3�D�OF BURIED N FLOOR 2aga5.F. IRC A INSTALL AS G CORNERS PER MANU. SPECS WITHIN � - � %• I VENTILATION • a, � ' l -.- - - - - - - - - - - •e °.- - - - - - - - - - - a - � FREEZE PROOF HOSE BIB: I • I AREA a /+� I •: O FASTENED H/MA50NRY ANCHORS (PRECISE _ �J �D • % REG. S.F. PROV. I VENT - - - - - - - - - - - - - - - - - - - - - - - LOCATION T.B.D. IN FIELD - CONSULT H/OWNER) D F - ELECTRICAL PANEL: I I \' v REQ'D 1a.3 S.F. 33.0 S.F. i- O NEW 200 AMP ELECTRICAL PANEL LOCATION; I I PROPOSED BASEMENT I m ALL INSTALLATION A5 PER NY5 ELECTRICAL CODE. BURIED PROPANE TANK: I I UNFINI5HED;UNCONDITIONED SPACE - - OI. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK 2.INSTALL A5 PER MAU. SPEC.'S HGHT. I , 5.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY 4 STORM I a STRUCTURES, NSTALLBATON LOCATION.ED UTILITY LINES;REFER TO 51TE I 9„ - - H WATER HEATE �--•R I F- - -1 I r - 7 7 - 7 F - 7 (' w O NEW RHEEM PERFORMANCE H16H DEMAND 100 GAL. 0 10 0 I 0 I 0 PROPANE WATER HEATER (OR APPROVED EQUAL). :g 1. VENT THROUGH WALL. L - J L - J L - J L - J L - J I V 2.F.A.I. THROUGH WALL. I I - - I 0 O 5.INSTALL PER MANU. SPEC.'S 3 b 4 \\\ DOOR NOTE: I r I ® ® I `PROPOSED GARAGE SLAB a' O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUTLu ON PLANS BY 'JELD-WEN' (OR EQUAL). I ~ I ry F- 2.INSTALL ON PLANS BY Y EXTERIOR THERMATRU; ERSEN' (OR EEOUAL). I I m 5.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. PROJECT: 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS,U.O.N. LA U R E L AV E N U E 5. INSTALL A5 PER MANU SPEC.'s 6.PROVIDE (2) 2"xl0" HDR., U.O.N. •° ' 8 „l. SEE PAGE 6-005 FOR ALL OTHER FRAMING _ �� ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. I I - - - - - - - - - - - - - - - � LOT 2 WINDOW NOTE: Oq I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN I O0 I Q CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). _ _ - - - - - _ INSTALL AS MANU. SPEC.S. F 2.NOTED ES NOTR INDICATE EACH NEW WINDOW PROP05ED; SEE DE51ONATIONS 4 WINDOW SCHEDULE. I I I I : ' 2215 LAUREL AVENUE 5.FOR SUBSTITUTIONS,SEE NOTE #q IN "6LA55 WINDOWS I , AND DOORS" ONPA6E6-002. 11-5 m 3 - - - - - - - - - - - - - - - - - - _ � SOUTHOLD, N.Y. 11971 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH `9 I 003 - - - - - - - - - - - - I I I • •6.IN 6ENERAL,TEMP. 6L. SHALL BE PROVIDED: cv DRAWING TITLE: 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF I I I - - - - - - - - - - - - - - - - - - - - - - - 5WIN61NG, SLIDING, 4 BIFO;_D DOORS VENT - J PROPOSED STONE PORCH ABOVE 6.2. WITHIN Ib" OF F.F. °. "° F - - - - - - - - - � •' PROPOSED FOUNDATION PLAN 6.5. WITHIN 24" OF A DOOR / F A LANDING 6.5. WITHIN TUB SHOWER ENCLOSURES e _ ( 6.6. SEE AL50 GENERAL NOTES ON PAGE 6 002 7 5 3 � I 'l. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND I 8 I- - - - - - - - - - - - - - - - - - - - -1 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM •' I • • I I I (2) 2"xIO" HEADER U.O.N. 2 b.WINDOW FALL PROTECTION SHALL $E PROVIDED PER I I �•° j NY5 R512.2 FOR OPERABLE WIND0W5 WITH SILL HEIGHTS P• ° ' AGE LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN'72" I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� ABOVE GRADE OR THE ADJACENT SURFACE AT THE - r. r � r i r •� I BUILDING EXTERIOR. •` '• �' '� L -1L J L .J EGRESS NOTE: - - - i L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® ■ oo IN COMPLIANCE WITH NEW YORK STATE BUILDING - J CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF 10" 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E6RE5S SHALL BE FOLLOWED: „ „ 2--1 14-I I DATE: 01 19 24 aq-q / / 5 OF 16 )! SEPTIC CONNECTION D D >-L A h 'ar"r • WATER SERVICE LINEA ELECTRIC SERVICE LINE 0 44! i RCFOSED FOUNDATION PLAN 50ALE: 1/4" = P-O" - T� SEE FAoE A-501 FOR N l NEON BOOR SGHEI�)ULE NATURAL LIGHT t VENTILATION OENERAL (HABITABLE SPACE) _ FLOOR AREA 32'I S.F. 3 EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT I WOOD FRAME (L.O. STL. UJ O a- S.F. REQ. S.F. PROV. EXISTING TO REMAIN WHEN APPLICABLE) - W FOUNDATION WALL LIGHTING;MIN. 85K NE Lu NEW WOOD FRAME (L.G. OF FLOOR AREA 26.2 S.F. 100.E S.F. W VENTILATION;MIN. J CO STL. WHEN APPLICABLE) VENTILATION,- OF FLOOR AREA 13.1 S.F. bq.5 S.F. cy) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q ; CV P05T FOR 4" WALLS WOOD FRAME (L.G. 5TL. 23 0" 33'-q" " � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 24-5 5161.- -O" P05T FOR b" WALL5), U A.O.N. _ A A 6' � � � 0 WOOD FRAME (LRG.TSD. L Z WHEN APPLICABLE) O \ / CL N CD Lo I El_OOR PLAN NOTES J � r- NATURAL LIGHT $ VENTILATION \ � / / � � p m +�.+ HABITABLE SPACE 0 -c 0 DOOR NOTE, A/C,CONDENSERS: _ _ _ N_ a O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE(1)NEW 4-TON A/C CONDENSER BY"RHEEM" (V O 0 co ON PLANS BY'JELD-WEN'(OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 d 2 NATURAL LIGHT VENTILATION FLOOR AREA Ll 1 S.F. 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED'OUT 2.INSTALL AS PER MANUFACTURER SPECS. Q � �- ON PLANS BY rHERMATRu,,,ANmER5EN'(oR EQUAL). 5.INSTALL UPON LEVEL&ROUND d PROVIDE GROUND (HABITABLE SPACE) 5.NOTE DOES NOT INDICATE EACH NEN DOOR SURFACE(GONG.PAD OR OTHER)W WEIGHT RATING S.F. REO. S.F. PROV. PROPOSED;SEE DE516NATIONS d DOOR SCHEDULE. 51,FFGIE:NT TO ACCOMMODATE GROSS WEIGHT OF 4.PLACE DOORS 4"MIN.FROM PERPENDICULAR CONDENSER. FLOOR AREA 248 S.F. LIGHTING;MIN. 5% T WALLS,U.O.N. 4.ALWAYS LOCATE CONDENSER 10'MIN.FROM ANY GAS 5.INSTALL AS PER MANU 5PEG.'s APPLIANCE,AND AT LEAST 5'FROM WINDOW5/DOORS OF FLOOR AREA 78.2 S.F. 15q.0 S.F. I WALK-IN ' 6.PROVIDE(2)2"xIO'HDR.,U.O.N. WHENEVER POSSIBLE. 5.F. REG. S.F. PROV. n , R.SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DooRS(TYP.FOR ALL)u.o.N. 14% VENTILATION;MIN. 103 BEDROOM I I CLOSET STAIR d RAILING NOTE, OF FLOOR AREA OF FLOOR AREA 'T76.2 S.F. 327 SF '18 S.F. Iq.B S.F. 36.3 S.F. O I. ALL NEW STAIRS SHALL HAVE MAX.6-1/4"RI d MIN.10" 12 ELECTRICAL METER: Tr-RISERS SHALL BE CLOSED INSTALL NEW ELEG.METER AS PER NYS MECH.GODS,t J VENTILATION;MIN. 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL UTILITY CO.STANDARDS q.q 5.F. 15.1 S.F. NOT EXCEED THE SMALLEST BY MORE THAN Ill. 495 OF FLOOR AREA T- 5. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST 6'-8". „ 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR.WIDTHS. ib) NEW 4 x3' ALUM.DOWNSPOUT(TYP)WHITE 4.1. BETHIMN CLEAR HEIGHT d HANDRAILE. 56"MIN. O 8 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE, 5131,MIN. NEW LAUNDRY GLO5ET/ROOM. (A� ' 4.5. BELOW HANDRAIL,RAILS ON BOTH SIPE5, 21"MIN. 14 1 NEE HASH/DRY HOOK UP (4 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN .) I • ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 2•COORDINATE LAUND.ROOM d DOOR DIM.'s 2i'-IO" 33'-2" 61t (///���' `J OR MORE RISERS,AND WHERE SHOWN ON PLANS. w/SIZE OF EQUIP. - - 3' " W b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDEn 5.PROVIDE HOOK UPS A5 RE&E,PER MANU. 11° 15'-8° 15'-8° N WALKING 5URFAGES LOCATED MORE THAN 50"ABOVE FINISHED FLOOR OR&RAVE,d WHERE SHOWN ON PLANS. DRYER EXHAUST NOTE: - T. 42"HIGH GUARDRAIL d SPINDLE SPAGIN6 NOT TO I. DUCT SHALL TERMINATE TO EXTERIOR A A a - ALLOW PASSA6E OF A 4"41 5PHERE;56"HIGH 2.DUCT SHALL TERMINATE MIN.5'-0'FROM ANY Fo [h] / s HANDRAIL 8 SPINDLE SPACING NOT TO ALLOW 4 DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 3-� 5-IO IO 3'-6" I'- " 3'--1" 15 OPENIIN&S " ' " HANDRAIL OF A 4"m SPHERE. 5.DUCT SIZE AS PER MANU. 6. GRIPPABLE RAIL AS PER CODE. - q. RAILING d TREADS TO BE WOOD 5.TRAN51TION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION.FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM U SHALL BE LIMITED TO 51N6LE LEN&TH5,NOT TO COVERED ® WOOD TREADS,RISERS d TOPRAIL d SPINDLES EXCEED 8 FEET AND SHALL BE LISTED AND LABELED OP RGH �i 5'-10" Ilq IN ACCORDANCE WITH UL 2158A. 4 0 6.EXHAUST DUGT5 SHALL BE MIN 0.016"THK R161D SMOKE DETECTOR/GO DETECTOR NOTES, METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 113 m s O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT R:UNNIN&IN THE DIRECTION OF AIR FLOW.EXHAUST SMOKE/CARBON MONOXIDE COMBINATION DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL I I CLOSET . Q �J J HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SCREWS 2.INTERCONNECTION BETWEEN NEE d E:XISTIN6 VEVIGES 9.MAX.LENGTH SHALL NOT EXCEED 25 FT FROM DRYER QA- SHALL 59 S.F. O n 1 NOT BE REQUIRED WHERE EXISTING ALARMS LOCATION TO THE WALL OR ROOF TERMINATION.THE q" ARE NOT INTERCONNECTED,AS PER NYS R514.4. MAX.LENGTH OF THE DUCT SHALL BE REDUCED 2.5 WALK-IN 5.PROVIDE SMOKE)GO DETECTORS AS INDICATED,AND FEET FOR EACH 45°BEND AND 5 FEET FOR EACH q0° - - - -PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. BEND'.THE MAX.LENGTH OF THE EXHAUST DUCT DOES CLOSET I o �' H G 4 II6 � 4.SMOKE/GO DETECTORS TO MAINTAIN 5'MIN. NOT INC' THE TRANSITION DUCT. I 55 5.F. 8'_bu q'_lln 102 (V HORIZONTAL OPENIN65 TOEBATHROOMSW 5HOWERY�JTR�N DUCTS - \ / O BATHROOM I 2_ 3 5.INSTALL ALL AS PER HAM.SPEG.'s THERMOSTAT: 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 5 I. PROVIDE THERMOSTAT FOR(1)ZONE•S, UJ I DW 162 S.F. IN COMPLIANCE WITH LOCAL CODE -ZONE I: FIRST FLOOR "Y ! WINDOW NOTE: -ZONE 2, MASTER BEDROOM O4 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN MANUP2. H.O.TO SELECT MODEL]INSTALL A5 PER BEDROOM 2 CASEMENT,DOUBLE-HUNG,OR GLIDING(AS NOTED). � CS 248 S.F. - - J INSTALL AS PER MANU.SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NE Y1 WINDOW PROPOSED; I5'-6" SEE M516NATIONS d WINDOW SCHEDULE. 16 NE:W SAS FIREPLACE INSERT.CONNECT AS PER 5.FOR SUBSTITUTIONS,SEE NOTE+W IN'6LASS WINDOWS MANUFACTURERS SPECIFICATIONS AND NYS STATE MUDROOM F m AND DOORS"ON PACE 0-002. MECHANICAL CODE;PROVIDE ALL NECESSARY 4.ALL CASEMENT WINDOWS TO HAVE STRAI&HT ARM HINGE. VENTING. L 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH ��4� 5'-6" r 6 t 6.IN 6ENERAL,TEMP.6L.SHALL BE PROVIDED, 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF 5OR'ALL SLIDING,d 4 OPERFOLD DOORS IRRIGATION.LANDSCAPING AND FERTILIZER 62. WITHIN IV'OF F.F. RE5TRICTION5 AS PER COVENANTS d RESTRICTIONS VENT DRYER _ DATED 5TH MARCH 2O23, Qo Qo I THROUGH ROOF (i Q 6.5. WITHIN 24"OF A DOOR , " 6.4. WITHIN STAIR:WAY5 d WITHIN 56"OF A LANDIN6 6.5. WITHIN TUB/SHOWER ENCLOSURES I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT b.b. SEE ALSO 6ENERAL NOTES ON PAGE S-002 OVER-WATERIN& T.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 2•THE USE OF SYNTHETIC,FERTILIZERS,HERBICIDES OR d KITCHEN WINDOWS(TYP.FOR ALL)U.O.N.;PROVIDE AT A MINIMUM PESTICIDES 15 PROHIBITED 3 2?2 S.F. DINING ROOM 5.THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS ARE 112 2q0 S.F. (2)2"xl0"HEADER U.O.N. I REQUIRED IN LAND'aGAPIN& "Y 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 1 3'-3" -I" 3'-6" " cV 4.THE USE OF FERTILIZER PRODUCT'S CONTAINING - O _ _ _ _ _ _ _ 10--I ------ NYS R3122 FOR OPERABLE WINDOWS WITH 51._L HEIGHTS - 5 LESS THAN 24"ABOVE F.F,THAT ARE MORE THAN'72" NITROGEN,PHOSPHORUS OR POTASSIUM IS PROHIBITED O PANTRY BETWEEN NOVEMBER I AND APRIL I i - - - - - ABOVE GRADE OR THE ADJACENT SURFACE AT THE 5.ONLY OR6ANIC FERTILIZERS WHERE THE WATER-SOLUBLE to 5?S.F. 21'-7" BUILDING EXTERIOR. NITROGEN 15 NO MORE THAN 20%OF THE TOTAL EORE55 NOTE. NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS L BATHROOM .2 IN COMPLIANCE WITH NEW YORK STATE BUILDINGi 6.A MAXIMUM OF I POUND OF NITRC6EN PER 1000 SQUARE CODE,SECTION R'!5102.1;THE FOLLOWING MEANS OF FEET IN ANY ONE APPLICATION,WITH A CUMULATIV q0 S.F. I22 EGRESS SHALL BE FOLLOWED: APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 b � I -0" �z SQUARE FEET PER YEAR IS PERMITTED NET CLEAR OPENINC...........5.7 S.F. I.THE USE OF LAWN FERTILIZER CONTAINING PH05PHOROUS (t-1 NET CLEAR HEIGHT...............24"MINIMUM IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A 11 NET CLEAR WIDTH.................20"MINIMUM SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PH05PHORUS III 2''1" L- < / TYPICAL BATHROOM NOTE, 6.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS U` /�`!S( 5 I. WALL BOARD SURFAGE5 SHALL BE IMMEDIATELY PICKED UP O I.I. INSTALL MOISTURE RESISTANT&YP5UM BOARD IN - „ -p" ALL BATHROOMS - _ �Q' S-q I- I O 71 108 by2 12. INSTALL SURROUNDS CONCRETE BOARD IN ALL SHG'WERS AND Q - . - / S I ` 2, SHOWER FLOORS 0 U "�`O�J �\ 2.1. NEW TILE FINISH(HA.TO SELECT)UPON Q 110 1 K `_Q o \ m 2.2. CONCRETE MUD-SET(SLOPE I/8'PER FOOT tY \ Q 2 15 `C,K \ TOWARDS DRAIN)UPON < 6 - �I Z - - - - - - - - - 2.5. WATER PROOF MEMBRANE TO COVER aHOWER 5 IOl - \- J IN- FLOOR,WRAP DRAIN d ATLE:AST 16"UP WALLS o r- -1 L - \ W HIGH EFFICIENCY LAMPS, I _ - - _ NEW EXHAUST FAN SHALL BE INSTALLED WHERE 010%OF THE PERMANENTLY INSTALLED NEW LIGHTING 5 to q lOq 3'-6" 3'-61, O6 VENTILATION 15 NOT MET BY MEANS OF NATURAL FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, ff � _ 2 GAR A AGE 4 n CIR:GULATION THROOSH WINDOWS OR DOORS TO AS PER 2020 NYS,EGG R404.1 L ATHROOM 3 b 6' 6' n1 ;+ 51 S.F. `r cV O OUTDOOR SPACES AS PER NYS MECH.CODE SECTION ` ` f() L - J - - - - - U 405.52.5;INSTALL AS PER MAN).SPECS q 81 S.F. OVER / - F HOT WATER PIPING INSULATION: \ _ _ _ _ / NEW PLUMBING FIXTURES, MECHANICAL SYSTEM PIPING AND HOT WATER PIPING _ - „ �✓" E 0" 3'-b" 84 5.F. / I - - - - - - - - - O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN d) T R-5 FOR THE FOLLOWING CONDITIONS PER 2020 NYS ECG , -IN to SEE ALSO PLUMBING 6ENEFAL NOTES ON PAGE 6-002. I / � Tire se R405.4! R405.5, in SET m \ , c "�Y'a•�101'1, / I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING / �'E' uire c`b�p O NEW FLOOR: MecHS N05°F OR EM P(R405.4) U .F. 1_3" I \ I 8 I. NEW PLYWOOD SUBFLC>OR BENEATH(GLUE d SGREt^U; (] SCREW PERIMETER OF SHEATHING 6"O.G. 1 12"O.G.• 2. PIPING J"AND LARGER IN NOMINAL DIAMETER \ + [' a 2.NEW FINISHED FLOOR PER H.O.SELECTION o&c INTERIOR. S. PIPIN6 5MVIN6 MORE THAN(1)DWELLING UNIT / I NYS NEW TILE FLOOR, 4 MANIFOLD HAPIPINS LOCATED OUTSIDE CONDITIONED SPADE 115 1 4 --1 4 GREAT ROOM 16 - ( a, \ Ic�S ir 4 S. PIPIN6 FROM WATER HEATER TO A DISTRIBUTION O O 1 / \ O I. NEW TILE FINISH M.O.TO SELECT)UPON 6. PIPIN6 LOCATED UNDER A PLOOR SLAB - - - - t: - - 101 / 415 S.F. \ \ PROJECT: 2.ONE LAYER THINSET(LEVELED PROPERLY)UPON -I. BURIIED PIPIN6 PARLOR Q \ 5.NEW "DUROGK CEMENTBOARD(OR EQUAL)UPON 8. SUPPLY d RETURN PIPIN6 IN RECIRCULATION SYSTEMS 4.NEW "PLYWOOD SUBFLOOR BENEATH(CLUE d SGR:ENV; OTHER THAN DEMAND RECIRCULATION SYSTEMS. SCREW PERIMETER OF SHEATHING b"Q.G.d 1.2"Q.G.• ->h�2" 2'-�2" / I \ - - - - I- - - - - -� LA U R E L AV E N U E INTERIOR. (771 - 5OUND BARRIER WITHIN INTERIOR WALLS $ FLOOR, t� K K / 10 NEW ATTIC, ACCESS-PULL DOWN STAIR: FILL INTERIOR WALLS 6 FLOOR WITH INSULATION TO I ���(�� I I I \ I. MIN.550»CAPACITY PROVIDE A 50UND TRANSMISSION GLASS(STD)FOR LT / /'� I I I m L - LOT 2 2.51ZE TO FIT MECH.EQUIP.THRU OPENING(MIN.22"x50'9 AIR-EORNE NOISE OF NOT LESS 50 AS MEASURED IN I - 8 ; 5.DEL.FRAMING WHEN NEW OPENING ACCORDANCE WITH ASTM E qO. 4.WEATHER5TRIP ACCESS OPENIN6 d PROVIDE R-4-1 I = INSULATION ABOVE w/WD,FR.(OR EQ)BAFFLE OR I BEDROOM 5 / I RETAINER TO PREVENT INSULATION FROM ENTERING 236 S.F. 12'-0.1 O (OMIT NC WHEN OPENED,As PER NOT EGG MATER402 .4 - I ' 2215 LAUREL AV E N U E (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE � Q � 4'-IOy2" 6'-q" 6'-q" 4'-3y2" THERMAL ENVELOPE OF BUILDING). 5.INSTALL AS PER MAW.5PEc.'e ry A B 6.CONSULT H.O.FOR PRECISE LOCATION OF ACCESS. 4'-4y2" -3y2" A 4'-4" COVERED s SOUTHO LD, N.Y. 11971 PORCH 0 DRAWING TITLE: PROPOSED FIRST FLOOR PLAN 15-5 _3 2„ 5'-5 y2 3_3y2, b_�2 A A A A A A A N 3-3y2" 5'-O" pL 10'-O" PAGE: A-102m00 NATURAL LIGHT VENTILATION (HAG 1 TABLE SPACE) D (� D 1 FLOOR AREA 236 S.F. � � . D)>L � l� a`\ S DATE. 01/19/24 6 OF 16 p S.F. RE0. S.F. PROV. D N �I� LIGHTING;MIN.AREA iu 1 �� OF FLOOR AREA IS.q S.F. 46.8 S.F. _ � 1� VENTILATION;MIN. c1•4 S.F. 40.5 S.F. ' u 4% OF FLOOR AREA a. A,^ ` FROFOSF-D FIRST FLOOR PLAN �9 a 165 S.F. OROSS AREA; 3 2I0 HA5ITA5LE AREA a J J J SCALE: 115" = P-O" P(:,7 SEE FAOE A=50 1 FOR N NL-�Okliii1, I$ BOOR SCHEDULE Lu Lu _j cu STONE CHIMNEY WITH COPPER CAP cy) C\j V) O >: z 0 C\J 0 0- • ul) ^ 1 c(3 PROPOSED RIDGE HEIGHT —-—-—-—-—-—-—-—-—-—-—-—-—-— C x 0 0 ---------- ------- 0 wo 0 4-J c\1 C5 co Lo I IA a: 6 '7- ct 1/2 C, -0 4—j PROPOSED TOP PLATE x --—-—-—-—-—-—-— 0 LL Q VJ ILLL Li I L -1 i1j LLLIJ Aft (D iiLLfl —LiLd—a LIL ji LL ILLJUL iLLLL LuiL I L I I 1=11 L, PROPOSED FIRST FLOOR LLLiL L 1� ----—-—-—-—-—-—-—-—-- _L_LL 1i LIL IL >ram ELEV. +0& I-Lid_LiLiLi LL L IL Ll IL LL L L LLJ� GE) II A\/rzr%AGE GRADE 41 L,LI LI I I I I ii 1 11 11 1 1 11 1 111 111111 111 1 11 1 1 1 111111 11 1 F.F. 1 7"1 ELEV. +00 FAST ELEVATION (FRONT) 50ALE: 1/4" = I'-oil - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STONE CHIMNEY WITH COPPER CAP z uj to 0 --------- �.� 1 11111111 MIN 111 11 1111 11 111hil Oil 11 111111 IF= J �11 WITH III 11ITNINIT1111IT11 I I ii LI 11 7 PROJECT: 6T/2 _7_ LAURELAVENUE ELEVA710N NOTES :T !7!7T!n=_ LOT 2 TYPICAL ROOFING: __7 ov O 1'0,000 I. SEE NOTE AT BUILDING SECTION FOP,MINIMUM ---77------- CONSTRUCTION STANDARDS = =-7 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION 2215 LAUREL AVENUE BEFORE INSTALLATION SOUTHOLD, N.Y. 11971 IA ASPHALT COMPOSITION SHINGLES TYPICAL 51PINO: DRAWING TITLE: O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM N 4 CONSTRUCTION STANDARDS PROPOSED EXTERIOR ELEVATIONS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION iLL El El E MAIBEC CEDAR 5HA<r- 1�7) T LLLL LLU I " STUCCO; WHITE i- - PAGE: _LL L�11 11 LLL LLLL_uj_L O NEW CLOSED BLUESTONE F. 0C)NO. STAIR PA710 � ❑ ❑ ❑ ■ ❑ ■ ❑ �11 L I LILU� NEW BATHROOM EXHAUST FAN VENT: ❑ ❑ ❑ ❑ � ❑ LLLLI Ldlil L� A-201.mOO LOCATE VENT WITHIN ROOF SOFFIT. El J 1 1111 111 SEE ALSO NOTE ® PLAN. NEW A/C CONDENSER ON CON,:,. PAD OF, OTHER DATE: 01/19/24 7 OF 16 O APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) NEW MECHANICAL UNIT DIRECT VENT: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. SPEC.'S IN FULL CONFORMANCE N/VENTING CLEARANCES REQUIRED PER NYS, MC a04. SEE ALSO NOTE a FLOOR PLANS. ONEW MECHANICAL UNIT FRESH AIR INTAKE: INSTALL AS PER MANU. SPEC.'S ONEW 4" SEAMLESS GUTTERS $ DOWNSPOUTS; :A ALUMINUM, WHITE It SHALL COMPLY WITHZ LIGHTING ALL EXTERIOR TOWN CODE REQUIREMENTS PURSUANT TO SOUTHOLD TOWN CODE CHAPTER 1"72 LI&HTIN5, 74 OUTDOODED R, CURRENTLY OR AS MAY BE NORTH F—LE\/ATION (RIOH7 5117)E) A AMEN SCALE: 1/41' STONE CHIMNEY WITH COPPER CAP < 0 Lu LLJ cc cy) t c\j Z : Lr) C 0 4-J >: Q0 0 c\j 0 x c :3 m -c 0 C\j d c < o12- - (a) D 70 I I L (D Lu L-Ldl-L itLLL + C-) c iLLLLILLIJL� d J IL Lit LLL 0) � il-LLLiul < iLLL LiLLILL --Ji I LLU LiJ LiiLLL -L-1 LL ILLiLu L Li I lid) —L "I"!I1111111M Lj Jill 11 Hill 11 411441 ILI, iiii I 1 1111 NE57 ELEVATION (REAR) SCALE: 1/4" ELEVATION NOTES OT'rPlr-.AL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. To VERIFY FINAL COLOR $ MATERIAL SELECTION BEFORE INSTALLATION STONE CHIMNEY WITH COPPER CAP IA ASPHALT COMPOSITION SHINGLES z T'rPICAL51DINO: w O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 0 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION MAIE3EC CEDAR SHAKE LU 5Turr0; WHITE ca NEW OL05EP BLUE5TONF- P. CONC. STAIR 4 PATIO PROJECT: NEW BATHROOM EXHAUST FAN VENT: O LOCATE VENT WITHIN ROOF 50f:FIT. LAURELAVENUE SEE AL50 NOTE ® PLAN. NEW A/C CONDENSER ON CONC. FAD OR OTHER ------ LOT 2 O APPROVED GROUND 5URFASE (SEE FLOOR PLAN NOTES) .......................... NEWMEOHANICAL- UNIT MIRIEEC7 VENT; O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. 2215 LAUREL AVENUE 5PEC.'5 IN FULL CONFORMANCE !o4/VENTING CLEARANCES REQUIRED PER NY5 MC 804. SOUTHOLD, N.Y. 11971 SEE AL50 NOTE ® FLOOR PLAMS. 77�--- -7 NNEWMECHANICAL UNIT FRE55H AIR INTAKE: O DRAWING TITLE: INSTALL AS PEP, MANU. 5PFC.'S � 0100'_7 O NEW 4" SEAMLESS OUTTER5 4 DOWNSPOUTS; PROPOSED EXTERIOR ELEVATIONS ALUMINUM, WHITE 4 ALL EXTERIOR LIGHTING SHALL COMPLY WITH TOWN COPE REQUIREMENTS PURSUANT TO SOUTHOLD TOWN COr,>F- CHAPTER 1-12 LI&HTINS, OUTDOOR, CURRENTLY OR A5 MAY BE + AMENDED IJ LiLL PAGE: Lt -1L LiLl L) O . 00 u aa I II Hill DATE: 01/1 1 " 9/24 8 OF 16 l F.F. MIN. L A-401 III III I t, ....................I, 5OUTH ELEVATION (LEFT SC)E) SCALE: 114" = P-o" i I BUILDING SECTION NOTES ONEW ROOFING NOTE (T)21 CL I. INSTALL NEW ASPHALT 5HINOLE5. 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS W OVER 5.INSTALL 15 # BUILDING F!°LT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) M 5. GAP 5HINOLE OVER RIDGE 4 HIPS (AS REO'D) 2 CV 6.PROVIDE RIDGE VENT(AS REO'D) Q 'I. FLASH ALL VALLEYS 8.INSTALL DRIP EDGE AS "ZEG'D O a. INSTALL ALL AS PER MANU. 5PEG.'s w p (.0 2 TYPICAL ROOF 4 CEILING CONSTRUCTION: O z • NEW ROOFING AS NOTED I O C (V • I/2" GDX PLYWD 5HEATHIN6 (BLOGKIN6 a ALL PLYWD - - - d "O � L) � SEAMS) 2 X :3 CV • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER O O O 4-+ &' INSTALL "X" BRID61N6 ® CENTER OF SPAN,U.O.N) _ - - - -c O m • PROVIDE R-25 SPRAY FOAM INSULATION W/R-2I BATT - -J N INSULATION - • PROVIDE 2" THK. SFRA �`( FOAM INSULATION a EAVE5 - O O Q a � O NEW EXTERIOR WALL 02N5TRUCTION (TYP.)t O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON • I/2" GDX PLYWD. 5HEATHIN6 (BLOGKIN6 a ALL PLYWD SEAMS) UPON - • 2"xb" STUDS ® 16" O.G. W/DEL. TOP PLATE • PROVIDE R-14 SPRAY FOAM INSULATION (R=T/INCH) W/ R-II BATT INSULATION • 5/8" THK. GYPSUM BD. I'IALL FINISH NEW SIDING NOTE (TYF,�_ 3 O 4 VEK W 1. INSTALL NEW SIDING PER H.O SELECTION - 2."TY " HOUSE RAP (OR EQUAL) 4 0 5.INSTALL ALL AS PER MANU. SPEC.'S 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR CONSTRUCTION: O5 I. FINISH FLOORING TO SELECT 2. 5/4" T46 GDX PLYWD. SUBFLOOR 6LUED 4 SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 6' INSTALL WDR. 'x' BRACE ® MIDSFAN BEDROOM 2 BOTHROOM 2 RM, � BEDROOM 3 � �- 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 4 FOUNDATION, AND BETWEEN 6ARA6E 4 2ND FLOOR) U 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS LL:ry W T 2 � A-401 BASEMENT MECH. ROOM SECTION 1 -1/A-501 5GALE: 1/4" = P-O" ALL NEW WINDOWS SHALL BE ANDERSEN 400 S=RIES;INSTALL AS PER MANU.SPEC.b. SEE PACE "6-005"FOR NAILING 3 5TRAFPIN6 DETAILS. *' SEE DOOR SCHEDULE FOR ALL CLASS DOORS FROM SAME MANUFACTURER •• FINAL DIMENSIONS FOR FRAMING OF WIND01045 TO BE PROVIDED BY WINDOW MANUFACTURER WINDOW CHART EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TA6 TYPE MOCEL# OPENING TEMP. pROV. PROW WIDTH REOV, 20" PER PERF CONNECTION 'A' AS WIDTH HEIGHT WIDTH HEIGHT HEIGHT OV. 5.1 UNIT UNIT OPEN Rea'D 24 S.F. R PAGE 6-005 (I4)A CASEMENT �155 5'-0�" 5'-5 11 2'-II 5'-4 12b 13.1 12.6 NEW RIDGE 0)BIF CASEMENT �145 4'-5 " 3'-O j" 4'-4 jr 2'-? 8.6 4.O 6.6 2 1 (5) G CASEMENT �U25 2'-4�" 2'-4�" 2'-4 2'-4 1 $25 5•a 5.6 (5)D TRANSOM P31 v-0 1" 2--0 1" 1.4 4.5 j� (12) E TRANSOM 23� 5'-0�" 1'-5 �° 2'-11 1" I'-5" 1.4 2.'I I (I) F PICTURE IF AAXXW6� 61-0 " 2'-I I " b'-O i" IF 8'-0�" 3.0 [� 14.7 12 Z UJI (5)(5 CASEMENT L G)(14 2'-8" 4'-0�j" 2'-9 4'_O° "i."f 8.1 i.? 8 I/2 - 2 - (U H PICTURE P4<no 5.-0 4'-0" 4.4 - L _ 2 O U (2) I AWNING Pa� 5'-0 2-0 4'-II 2'-0�" 2.5 (5)J CASEMENT I G:<Ib 2'-8" b'-1" 2-1 12.0 12.6 12.0 (2)K SIDELIGHT FWSL.1380 I'-2" T-II° LU ��� -- --- ----- - 2 (2)L CASEMENT 4'-0" bb ?.2 a.5 F- Q 3 411 - - -� PROJECT: DOOR SCHEDULE •' m DOOR MATERIAL TA6 DESCRIPTION MANUFACTURER p m RATIINN6 NOTES LAUREL AVENUE s I [E[E I I LOT 2 45 MIN.RATED SELF-CLOSING --= 4 FIRST FLOOR 101 SWING THERMA TRU E'-6" 8' � 3 m I I 2215 LAUREL AVENUE 102 SLIDER ANDERSEN 4 105 SLIDER ANDERSEN 5'-0" 8' �0' I I SOUTHOLD N.Y. 11971 104 SWING THERMATRU �'-o" s'-0" I I DRAWING TITLE: 105 6ARA6E DOOR THERMATRU Fj� -0" 9'-0" ��� 5 I I BUILDING SECTIONS 106 6ARA&E DOOR THERMATRU -0" 9'-0" • 10'7 DOUBLE 5WIN6 JELDWEN 2'-6" 8'-0" KITCHEN FOYER 108 SWING JELDWEN 2'-4" 8'-0" • u I IOQ SWING JELDWEN 2'-6" I L - - - PAGE: 110 SHIN JELDWEN 2'-4" 8'-0" • III 5WIN6 (C JELDWEN 2'-b" 8'-0" • 112 �SWIN6 L JELDWEN 2'-4" ��� f� A-301m00 115 SWING JELDWEN 2'-4" 8'-0" U � 2 3 L JELDWEN 2'-4" 8'-0" • A-401 A-401 114 SWING �� JELDWEN 2'-4" IIS DATE: 01/19/24 9 OF 16 � 5WIN6 �� 8'-0" 116 5WIN6 JELDWEN 2'-6" 8'-0" • �� r II? 5WIN6 JELDWEN 2'-4" 8'-0" • BASEMENT Iib 5WIN6 JELDWEN 114 5WIN6 L JELDWEN 1WIN6�E JELDWEN 2'-4" 8'-0" �I SWING THERMATRU M1 -- SEOTION 2-2/A-301 121 20 5 2'-8" 8'-0" ( l ,, 122 5WIN6 JELDWEN 2'-6" 8'-0" 1/4" _ SCALE: 1�_O�� �-�.- A r a,.Z 125 SWING JELDWEN 8'-0" 8'-0" • I� d BASEMENT ;- 001 5WIN6 L THERMATRU $'-O" 8'-0" • 002 SWING THERMATRU 5'-O" V-O" • ��ll OF N 002 SWING THERMATRU S'-O" 8'-0" • I I i BUILDING 55STION NOTES O NEW ROOFING NOTE (TfFl I. INSTALL NEW ASPHALT 5HIN6LE5. a Q 2.INSTALL ICE AND HATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD HALL AND AT VALLEYS W OVER uj 5.INSTALL 15 # BUILDIN6 FELT (U.O.N) OVER J cz 4.1/2" GDX PLYWOOD SHE:ATHIN6 (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS (AS REOV Q +-+ (\J 6.PROVIDE RIDGE VENT (AS REOV) Ln 1. FLASH ALL VALLEYS b7 B.INSTALL DRIP EDGE A5 REOV 9. INSTALL ALL AS PER MANU. 5PEC.'s O >: CO 2 O TYPICAL ROOF p (� O OOF b CEILING CONSTRUCTION: °L• NEN ROOFING AS NOTED CL C Z °coLn � d' X � N • 1/2" GDX PLYND SHEATHING LOCKING ® ALL PLYND SEAMS) • R.R., G.J., 8 G.T. AS NOTED ON PLANS (® SPANS OVER O O O 4-+ 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) • PROVIDE R-25 SPRAY FOAM INSULATION W/ R-21 BATT O m ,� INSULATION � O �O � • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES Q r- a O NEW EXTERIOR WALL C%ON5TRUOTION (TYP.): Og • "TYVEK" HOU5E WRAP (VENTED) (OR EQUAL) UPON • 1/2" GDX PLYND. SHEATHING (BLOCKING ® ALL PLYND SEAMS) UPON • 2"x6" STUDS ® 16" O.C. W DBL. TOP PLATE • PROVIDE R-14 5PRAY FOAM INSULATION (R="i/INCH) H/ R-II BATT INSULATION • 5/8" THK. GYPSUM BD. NALL FINISH NEW SIDING NOTE (TYP): O 1. INSTALL NEN 511;>ING PER H.0 SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NEGE55ARY TRIM FOR PROPER • INSTALLATION 5. 51DIN6 SHALL EXTEND TO TOP OF FOUNDATION HALL TYPICAL FLOOR GONSTRUGTION: O I. FIN15H FLOORING TO SELECT 2. 5/4" T$6 GDX PLYND. SUEFLOOR CLUED $ 50REHED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL + 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR d FOUNDATION, AND BETYdEEN 6ARACE b 2ND FLOOR) U 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS Qom nVJ W I 12 8 I/2 2 I 2 I 12 tt i i � � m 3 4 4 O 4 0 0 Z ui 5 � GARAGE MUDROOMN BEDROOM I v 1,711 G OSET 9 N� LL '., W a 2 PROJECT: A-401 LAURELAVENUE LOT 2 BASEMENT ELJ -° 2215 LAUREL AVENUE SOUTHOLD, N.Y. 11971 SF-GT 10N I -I/A-502 DRAWING TITLE: SCALE: 1/4" = P-a" BUILDING SECTIONS PAGE: A-302000 DATE: 01/19/24 10 OF 16 cl cp 11 d- 4_ I - PROVIDE STRAPPING t NAILING AS PER CONNECTIONS 'D' 4 'E' IN d "TYPICAL NAILING/STRAPPING Q REQUIREMENTS FOR UPLIFT, SHEAR, 4 LATERAL RESISTANCE" PROVIDE 3" (MINJ GONG, COVER 0 ON PAGE 6-005 ® EA. JOIST/ OF ALL REBAR WITHIN P. GONG, LLI STUD (A5 APPLICABLE) FOUND. WALLS $ P. GONG. FTG'S, LLI O J PROVIDE INSULATION M NEW 2"x4" (BELOW STUD) d HEADER AS SECURE HANDRAIL To WALL ON AT LEAST ONE BETWEEN CAVITIES Q (\J SPECIFIED ON 51ME OF STAIR IN ACCORDANCE w/MANU. 5PEG.'s; PER ENERGY TABLE i 2"xW (BELOW F.J.) P.T. SILL PLANS AND NOT PROJECTING MORE THAN 4142" INTO (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT COPPER TERMITE SHIELD O J015T HANGER BY FLOOR SYSTEM AS � 0 '51MPSON' OR OQUA_ NEW 5/8"� HOOKED ANCHOR NOTED ON PLAN BOLTS w/3" SQUARE WASHER S �+'� ENDNUT;SPACING AS INDICATED 0 O N z 0 \— 1=I R5T I N I SHED FLOOR ON 6-005 FOR STUD WALL a \ 48" O.G. FOR F.J. PLATE C6 L0 d- = z l` C Ox 4- N O r J GRADE Jc O m �-' CO h" MIN. SPACE BETWEEN \ O N O co WALL AND HANDRAIL \ —I/ J li° — I ( I I Q O a O V PINE RISER \ r 3y4 (, 3 If• s/4" PINE TREAD STANDARDS FOR O RI PPABLE HAND RAIL °.47. -= SCALE: NTS - - GROSS SECTION MIN. z W HANDRAIL I" ROUNDED NOSING CLEARANCE CIRCULAR NON—CIRCULAR Ij w/y4" RADIUS lu (NOT INCLUDED I #6 HOOKED VERT. nI _ _ I� TREAD DIMENSION) 4"_6l4 REBAR 0 25" D.G. — - U ■ — ��� �4II-2 PERT- 2y4�� h - - 2 'I METER MAX. nn ,, MIN. ° �° - I W z z 4-) m � 0 O ASPHALTIC DAMP \A11 PROOFING TO EXTERIORJU _ U m P. GONG. FOUND. WALL II ° — z ■ (5) 2'"x12" STRINGERS ® w/R-21 _ (MIN. 4,000 PSI) I6 �. INSULATION, IF UNDERSIDE 15 FAGIN6 tt 5TORAOE/NON-HABITAL SPACE a. O- ° • 1' ,. , - h, Qm (D #4 HOR. CONT. REBAR ®TOP,MIDDLE THIRDS, 9 A 1 Q 5TORANOE UNDER Y2" GYP. BD. BOTTOM OF WALL (4 TOTAL) it — (WHEN A�FFL I GALBE) h r P. GONG. CONT. FTC. (MIN. 4,000 PSI) 4 P. CONC. SLAB - -- 6"x6"-IOxIO W.W.M. BETWEEN 411 CENTE F SLAB I, SECURED INR RPLACE DURING POUR A TREATED 2"xl2" SILL FOR CONTACT w/ GONG. (IF APPLICABLE) ° II • '— I - BASEMENT a� _ �aJ 6 MIL POLY _ I •d C ` —4 MOISTURE RETARD ERI _ °• ° .• •, � • I _ 4" GRAVEL BASE (5) I5 HOR. CONT' REBAR PROV. GLEAN COMPACT FILL I NTER I Off: HOOD STAIR IDETA I L A-401.00 SCALE: 3/4 = I —O A- 2 00 �OUND�TI ON 1�l�LL DETAIL �� � �� 401. SCALE: 3/4" 2'-0" LAP (TYP.) it ui z --------------I I 0 II I TYP. ROOFING (5EE SECTION NOTES) / / P/ Lii # I I �I 1. IF FIN15H MASONRY USED (SUCH AS Q TYP. ROOF CONSTRUCTION Q 5 REBAR (TYP.) 0 I I I BLUESTONE) - MASON TO ADJUST 0 (SEE SECTION NO'rE5) / Q I HGHT OF LANDING AS REQ'D TO E�- #5 BENT I I I ACCOUNT FOR FINISH MASONRY 5IMP50N H2.5A / p RAFTER TIES / / REBAR (TYP) L II I I PROJECT: N I I 2. ALL HORZ.SURFACES SHALL BE PITCHED m 1:46 AWAY FROM BUILDING 5. FOR SLABS ABUTTING FRAMIN6, INSTALL LA U R E L AV E N U E COPPER FLASHING FROM 12" ABOVE AND L1 L ADJACENT TO SLAB, BED ALL FLA5HIN6 0 n IN ASPHALTIC,MASTIC I I I 4 P.GONG.SLAB w/6x6 10/10 WWM G.J. AS PER PLAN I I" UPON COMPACTED STAIR DRAINAGE CALCULATIONS: STAIR WIDTH = 4'-0" (TYPJ FILL FASCIA BOARD/ PROPOSED NEW AREA= 60 S.F. GRADE 2215 LAUREL AVENUE 60 5 Ft. X 0.1"1= 5.5 REBAR BENT TO BEAM AS PER PLAN CORNER CONNECTION 55/3.11= 2.1 VERT. FT. OF VIA RING REQ. SLAB AS SHOWN 4= ==g= ==�. PRE-FAB. RAILING w/ REQUIREMENTS SOUTHOLD, N.Y. 11971 PROVIDE (I) 2' DIA. X 3'-�" DEEP STORM y a \ \ \ z AS PER PLAN. RAIL SHALL HAVE WATER LEACHING SYSTEM • //•'i�i° //\//\//\// p� CAPACITY TO RESIST IAL SHALL OF LL LATERAL LOAD. MATERIALS SHALL SIMPSON PG64 , / BE ONE OF THE FOLLOWING: HOT. DRAWING TITLE: NEW 51MPSON LU526 y i // / �/./ / (FOR 3 PLY BM) DIPPED 6ALV.,EPDXY PAINTED STL., GALVANIZED JOIST"SIMPSON" BG52-2/4 HANG EPDXY PAINTED WROUGHT IRON. (I) #4 REBAR ® EA. • �''• °•// ti /\// //\// /j DESIGN DETAILS (FOR 2 PLY BM) #5 REBAR (TYP) 2'-0" LAP STEP;3" GVR ® END5 ATTACHMENT AS c • \/\ \/\/\/\/\/ ' BEND REBAR (TYP //\\//\\//\\//\\//\\//\\//\\// PER RAIL MANU. TO SLAB -------t — -i----r--------- 1Ol �i; /:° \ \ \ \ \ \ \ OTE: \ \ \ \ \ \ \ \ \ \ 3_6 • • / \ \/ �//�/\/\/\/ ALL P. GONG. SHALL 4" P.GONG.SLAB w/ MIN. ° .i, / �GOMPAGTED / // // // l4 BE 4,000 P51 (MINDr 6"xb"-10/10 W.W.M.UPON -_ LANDING y \\\\\\ \\ \\ \\ z ° GOMPAGTED FILL II-------- FILL //\//\//\// (I) #4 REBAR II \ \ • % \ \ X/�/1/ /\/\/\/ CONT. ® TOP 1. \/\\/\ PAGE: /\ #4 REBAR ® lo"/\ \ \ \ \ Z_ O / / II 4" P.GONG.SLAG w/ 2"x4" t- °�i / // i / / / / / / / IL 1 \/\/\ \ \ \O.C. (MIN. 3) \/\/\/\/\/\/ / \ \ \ II 6"x6"-10/10 W.W.M. KEYWAY #5 REBAR ® 36" O.G. P.T. P05T AS =_=— —=_�——IL——I——————— UPON COMPACTED FILL •. yi��i / /\//\//\//\//\//\//\// \//\//\//\//\/ ° ii ii \ \ \ \ \ \ \ \ \ \ \ \ \ \ tt7 GRADE III, /\/\/ A-40LOO PER PLAN I 4"DRAIN CONNECTED i„< /\ \/\/\/\/\/\/\/\/\/\/\/\/\ O I // / COMPACTED (I I I TO EXIST.MAIN LINE iii�i \\\\j\/ FILL \ NOTE: \/\\ \\/ 8 THK. P. {�PI // // Q II (I II --T---=- a--r-----= \/\/\�� \\\\\\\\\\\ SALL F.HALL BONG \\\\\/ \- GONG. WALL #5 BENT 11 \ \\/\� e \/\/\/\/\/\/ \/\/ i ii •• \Lu-//%/ DATE: 01/19/24 11 OF 16 11 //\// �P\//\//\//\//\//\//\/ 4,000 PSI (MINA \//\//\// #5 SENT REBAR i,I° zD D�\j\\j II Ii I REBAR (TYP) #4 REBAR CONT. ® 10" O.G. (MIN. 3) • • J°\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ® 36 O.G. / / / z (I) #4 REBAR N I I I (I) #4 REBAR CONT. y • '. \j\j\\%\%\\j\j\j\j�\j�\j�\j�\��\%�\j / CONT. ® BOTTOM #5 BENT REBAR ® 12" O.G. II' \ \ \ \ \//\//\ \ \ \ \ \//\ POST BASE PER I I I O I \ \ I I• \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ 15" WIDE x 12" DEEP F05T SIZE 8" THK. P. GONG. WALL II ' \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// P. GONG. FT6. \ I (I) #4 REBAR GONT. •II° a \ /\/\/\/\/\/\/ :' °�` - T' ::, � _l� •• \//\\//\\//\\//\\//\\//\\ \\ \\ x//\\//\\//\\//\ 18" WIDE x 12' DEEP ,•° °•° / / / (3) #5 HOR. C P. GONG. FT6. -• \//\\//\\//\\//\\//\ \ /\\//\\//\\//\\//\\//\\//\\//\\// REBAR °°, STONE PATIO AS PER PLAN •• a . . \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ • '�' •• 17 . r:,, ;� \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 'T' GONNEGTION (2) #5 HOR. REBAR GOYERED D FORCH ATA I -v :,�z A-401.00 _ �, EXTERIOR MASONRY STAIR DETAIL C EXTERIOR MASONRY DECK DETAIL 0p � SCALE: 3/4 — I O REBAR OVERLAP ERLAP ETA I L A-401.00 A-401.00 A-401.00 SCALE: 3/4" = I'—a" SCALE: 3/4 —_ I —O SCALE: 5/4" = P—O" I PROVIDE BEAM SPLICE r1 CENTERED ABOVE COL. Q WHEN NOTED ON PLANS 8 (4) 5/8" H.D.G. LAG Lwu BOLTS (PREDRILLED) J M FLOOR SYSTEM AS Q 4-1 CV ONOTED ON PLAN �, L!) — — _ NEW STL. GAP PL. 'A', 'B', FLOOR WOOD BEAM 6_ — — — I OR 'G' (PER BEAM CONFI6.) '— O \ O WELDED TO COL.;SEE GAP AS NOTED ON PLAN - "� >' \ // PL. DETAILS .L — — — — — — — — — — — — — — NEW 3-1/2" O.D. 50H 40 0 N Z 0 5/e, THK. PL. 'co � �� NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. fZ /I 11 3/8" THK. H.D. WELDED TO COL.;SEE (ASTM AI23) AS PER r- V 4 GALV. PL. BASE PL. DETAILS FOR FOUND. PLAN BY SIMS 2 X � N /11 n BOLTING STEEL (OR EQUAL) 0 0 4 4 PROVIDE GOD NEW 4" P. � 0 m '4-J Lr) OAF FLATE 'A' AT GONG. SEAMS (TYP) GONG. SLAB Q 0 d O FOR CONNECTION OF STL. COL. TO (2) 1-514" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER e . l ° d 1 d 4" GRAVEL BASE d I ' NEW (2) #5 HOR. PROVIDE BEAM SPLICE 8�� - i REBAR UPON (2) #5 CENTERED ABOVE COL. (4) 5/5" H.D.G. LAG NEW IS"x18"xl2„ HOR. REBAR (4 TOTAL) WHEN NOTED ON PLANS 6IiPPtfatLED FILL DEEP P. GONG. PAD — — — — — — BOLTS DEEP FT6. (MIN. 4,000 PSI) ' ` v • - -� W ' — PERMAGA5T COLUMN AS ' — — — — — — — — —PER PLANS; INSTALL AS O �� / O PER MANU. SPECIFICATIONS r l 5/8" THK. PL. 1�4, Y4 5/8" THK. H.D. GALV. PL. STEEL OOLUMN FOOT I NO DF-TA I L CAP FLATS 'B' A-402.0(q SCALE: 5/4" = I'-O" U) POST BASE PER MANU. Qm W SPECIFICATIONS FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE Q LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE FINISHED STONE DIMENSIONAL LUMBER OR 5.25" WIDE PSL FINISHED _ FLOOR 4" GONG. SLAB FINISHED a PROVIDE BEAM SPLICE' n GRADE a �jx CENTERED ABOVE COL.. 8 (4) 3/8" H.D.G. LAG WHEN NOTED ON PLANS BOLTS (PREDRILLED) • ° / / — — — — — — — — — FLOOR SYSTEM AS _ -- — NOTED ON PLAN GRADE ���/�\/ BAUGFI LL _ _ — ° OMPAGTED — — — — _ O I NEW 5TL. GAP PL. 'A', 'B', PqOOD BEAM EVERY 6 — -f- I AS NOTED ON PLAN �� \ OR G (PER BEAM GONFI6.) WELDED TO COL.;SEE GAP — J- - - - - - - - - PL. DETAILS EXTEND FOUND. WALL E FT6. AT — — — I I ! O NEW 3-1/2" O.D. 50H 40 COL. PER FOUND. PLAN;PROVIDE — — — // NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. ADDITIONAL (2) #5 VERT. REBAR O �_ _ _ _ _ _ _ _ WELDED TO COL.;SEE (ASTM AI23) AS PER Z IN GONG. WALL BENEATH COLUMN BASE PL. DETAILS FOR FOUND. PLAN BY SIMS $ (1) #5 HOR. REBAR IN — — — — — — — BOLTING STEEL (OR EQUAL) 44" MAX. SILL �y\��\� ENLARGED FT6. -\ - \� //\� 3/8" THK. PL. 1�411 y4 51V' THK. H.D. PROVIDE GOLD JOINT GONG. SLAB HEIGHT AS PER CODE � �� GALV. PL. AT GONG. SEAMS (TYP) GAP PLATE 'O' a° ° d R310.2.1 • e ° � .. �I °�� •. d m. . d . a i EXTERIOR MASONRY PECKG,� LLB ETAI WALL 4 F76. AS PER FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL v v v - 8 i DETAIL x/A-XXX e g a _ LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL BASEMENT m LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE - 4" GRAVEL BASE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER d NEW (5) #5 HOR. FLOOR " _ I I I — REBAR UPON (5) #5 r d NEW 24"x24"xIV HOR. REBAR (6 TOTAL) DEEP P. GONG. PAD FT6. (MIN. 4,000 P51) ---- COMPACTED FILL Z w EORESS N I NDON NELL DETAIL 2 PERMAOAST OOLUMN DETAIL STEEL OOLUMN OAP BASE FLATS DETAILS 0 U A-402.0 A-402.0 SCALE: A-402.0 NTS SCALE: 5/4" = 1'-0" SCALE: 5" = I'-O" w a 0 STEEL COLUMN FOOTINO DETAIL PROJECT: I' A-402. 0 5GALE: 3/4" = I'-oil 8 TH I OK RE I NFOROED OONORETE TRH;- �IN� s A� LAUREL AVENUE LOT 2 O RASS SHOULDER AREA (7"rF.) 24" DIAMETER OAST IRON OR DEFINED SURFACE OO\/ER INLET ORATE: l$ FRAME I 2215 LAUREL AVENUE FLOOR SYSTEM AS SOUTHOLD, N.Y. 11971 NOTED ON PLAN NEW 5TL. GAP PL. 'A', 'B', OR 'G' (PER BEAM GONFI6) FLOOR WOOD BEAM DRAWING TITLE: — -- WELDED TO COL.;SEE GAP AS NOTED ON PLAN PL. DETAILS DESIGN DETAILS NEW 3-I/2" O.D. 5GH 40 -- NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ WELDED TO COL.;5EE (ASTM AI23) AS PER Z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ BASE PL. DETABOLTIN6 STEILS FOR EL(OR EQ AL). PLAN BY IMS __ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ — I-- NEW 4" P. j� -- AT GONPROVIDESEAMS (TYP)COLD JOINT GONG. SLAB PAGE: OL LLI i—I ( ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I-- IN -40 •a �f a°IL a v `x'✓ �l ° ° l v v 2 00 ' a I — 4 GRAVEL BASE d 1� DATE: 01/19/24 12 OF 16 COMPACTED FILL I� d (y PREOST GONG. DEEP P GONG. PAD ' ° — NEW (4) #5 HOR. O ROUNZ) LEACH I NO RI NO. SEE HOB. REBAR (8 TOTAL) FTC. (MIN. 4,000 P51) REBAR UPON (4) #5 V A7F_R OALOULATIONS ON - — S 1 TE FLAN FOR REO'D EFFEOTI\/E DEPTH �` ' ` �"c.- 2 -O D I AM=-R AS 2'-O" ` MIN. PER SITE FLAN MIN. CLEAN SAND i$ ORAYEL FILL -� DRYNELL DETA I L A-402.0 5GALE: I/2" = I'-o" ( STEEL COLUMN � 1=00T I NO D�TA I L A-402.0 SCALE: 3/4" = I'-oil 0ENE AL 5""r��50L <E""r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. Lu NEW FOUNDATION WALL O W STL. 1^4HEN APPLICABLE) C6 ('7 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. POST FOR 4" WALLS Q CV WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL r- W m P05T FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED •+, >: (fl WOOD FRAME (L.G. STL. WHEN APPL I GABLE) CL X D N O 4-+ 1 STRUCTURAL PLAN NOTES POST 4 COLUMN DESIGNATIONS: O m C4 POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED � O O cO Lt7 SINGLE SPAN STRUCTURAL MEMBER: A5 FOLLOWS. NOTE THAT THESE DESICNATION5 DO NOT IMPLY 48 - 4B Q R G O OSUCH MEMBERS ARE NOT NECESSARY EL5EWHERE, AS 5PECIFIED - - - - - - - - - - - - - - - - - - - - - - - - STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS/5EAM5. O2 STACKED POST/COLUMN: (1) 2"x4" POST 8 BI (I) 2"xb" POST - - - - - - - - - - - - - - - - - - - LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): (2) 2"x4" POST B2 (2) 2"x6" POST AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY � UPON F,J. OR BEAM (WHEN APPLICABLE) BELOW. �""i (5) 2"x4" POST 83 (5) 2"x6" POST HOLDOWN (IST TO 2ND FLOOR)•. HOLDOWN 'A' AS PER PACE 0-005 (4) 2"x4" POST B4 (4) 2"x6" POST ( 6G I V •- HOLDOWN (FOUNDATION TO IST FLOOR): r1 4B HOLDOWN 'B' AS PER PAGE 5-005 --R5 (5) 2"x4" POST BS (5) 2"xb" P05T I O O I v J M� NEW REINFORCED P. GONG. SLAB W 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON . v = V 2. 6 MIL POLY VAPOR BARRIER: UPON 5-1/2" O.D. 5CH 40 5-1/2" O.D. 50H 40 in 5. 4" (MIN) GRAVEL BASE ---� STL. COL. (A5TM 0� 5TL. COL (A5TM I d1 `fl `fl A125) BY SIMS A125) BY 51M5 ! PAD FOOTING STEEL (OR EQ.) STEEL (OR EQ.) 68 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER z z U c DETAIL 2/A-401. STRUCTURAL PERMAGAST COLUMN (5,000 LBS): POURED CONCRETE AND STEEL REINFORCEMENT NOTES: STRUCTURAL SQUARE PERMACAST COLUMN w/MIN. I I • 6,000 LBS LOAD BE CAPACITY. SEAM PLACEMENT SHALL ENSURE CONCCAPACITR.G LOADING OF 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT _ FOUNDATIONS BY AN ANGLE OF45 PROJECTED OUTWAR:DAND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I O COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. I am PERMAGAST COLUMN FOOTING (PAD FTC.) 6B 6B z ?8 PERMAGAST COLUMN UPON 12"4' 12. GONG. 5ONOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 48 I I L 4• - - _ - - - - - - - - L .J - - - - - - - - - - - t , 12 - - 12 I ® ® Q SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR - - _ UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER - - - - - - - - - - - - - - - - - - - - - - t DETAIL b/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER e 7A ?A - _ _ (3) I.775" 2.OE LVL DRP. 61�RD� _ ►- ' ENCOUNTERED. '� .'. �' . . 'TB ?B AS PE" DEEP P. GONG. CONTINUOUS FOOTING 5, POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I - - - - _ - - - - - - - - _ - - - - I I L J L -1 AS PER DETAILS 6/A-401 d q/A-•401 (TYP) •^' I OTOP OF FOUND. WALL MAY BE 517EPPED DOWN AS 4• 28 DAYSALL AND SHALL CONFORM TO ATION PqORK SHALL BE �E0G CURRENT AGI 516 COME.CONCRETE AT REQ.D TO ACCOMMODATE CARA6E DOOR CLOSURE dN DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT to TYPICAL P. GONG. FOOTING i WALL CONSTRUCTION: NEED TO BE EPDXY COATED. d? _ Yll ; O • 2 xb P.T. SILL PLATE w/ COPPER TERMITE SHIELD d = SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 12 w 12 10 L - - - - - • ANCHOR BOLTS AS PER PAGE: 6-003 SHALL BE STAGGERED. •• z �' - -1 • , - - - - - - - - - - - - - - - - - - - - - - - - - - J � I 48 48 • P. GONG. FOUND. WALL AS PER DETAILS 9/A-401 ® (5) 1.75"xll.b75" !.OE LVL DRP. 61RDE r " 0 BASEMENT, DETAIL 8/A-401 ® GRAWLSPAGE, d DETAIL '7, PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN (�3) 1.T5"xll.bl5" 2.OE LVL DRP. 61RDE 6 I • p '1/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, L J L -• - - - - - - - � - - -•-• • J . • P. GONG. FTC. AS PER DETAIL(5) NOTED SEPARATELY COVERAGES, AND PLUMBNESS. �p I • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR P • B.O. FOOTING V-0" BELOW 6R:ADE MIN. 5. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD 1^EI6HT 10 8 I I'-6 X • 1/2" EXBLEN JOINT® PERIMETER OF SLAB (WHEN CONCRETE. APPLICABLE) I - • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET CONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE J FOR HEIGHT OF WALL d 5LAB (WHEN APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF Ii NEW ATTIC ACCESS - PULL 'OWN STAIR: CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE I 6G I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 45 48 0 0 O 0 O 4B 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30"9 (3 Lu -1 - - - - - - - - - - - - - - - - - - - - - - - 5. DEL. FRAMING WHEN NEW OPENING, U.O.N. 2• SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. u� [Q in p 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-401 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL - I •tom-- I ' ° ` ' INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR �D dJ ,_p CONFORM TO AGI 506. _ _ _ _ _ (OMIT WHEN ATTIC AGGE55 INSULATION FROM ENTERING - - - - - - - - - - - - - - - - - - - - - RETAINER TO PREVENT INSULA •• � - _ ® � - ® _ DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 X p 3 OE5 NOT PENETRATE 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I I w THERMAL ENVELOPE OF BUILDING). TEMPERATURES gITHIN 100U FD MAY COB0�COVED OR HEATED TO I I z I I 5. INSTALL AS PER MANU. SPEC.s SG b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS, 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I2 BEAM POCKET (TYP.) REMOVE AS REA D. ( I I • ' I L TYPICAL CLOSED FOUNDATION b PERMTHE SE OF HEAT BLANKETS TTED WHEN $ R ELECTRIC BLANKETS ARE EGESSARY. I 12 I 12 I - 13 ® PORCHES / PATIOS: v I. SEE NOTED DETAILS -1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55' F OR HIGHER I �" 6B 2. ALL HORZ. SURFACES SHALL 13F PITCHED ® 1:46 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 1- FROM BUILDING (3� L'15"xll.b75" 2.OE LVL DRP. GIRDER F- (3 I."15"x11.8'IS" 2.0E LVL DRP. 61RDE� (5 I.-15"Al.b-i5" 2.OE LVL DRP. 61FDE ,. 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. - - - - - --�e - FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLA5HIN6 IN ASPHALTIC MASTIC Q. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE r L J L J L J L -I L J W 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 i iq` I I I- BE DOWELED w 6/#5 ® " O.G. VERTICAL TO EA. OTHER (A5TM C494/C4Q4M, TYPES G AND E). I I 10 3 10 5 10 5 10 5 10 5 10 3 0 0 d TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. I ( Ti® ® I PROJECT: 1I. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED ( r v EXTENDED FRAMING TO ROOF RAFTERS: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS IS PROVIDE FRAMING EXTENDIN6 FROM WALL, BEAM, OR REACHED A COMPRESSIVE STRENGTH OF 500 P51. I I r HEADER(BELOW) TO R.R(ABOVE). ( - LA U R E L AV E N U E 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I QB 45 v I ( LOT 2 SOIL BEARING CAPACITY NOTE: ►' f- - - - - - - - - - - - - r o I " 2215 LAUREL AVENUE STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A 501E BEARING CAPACITY OF 1.0 TOW SOUTHOLD, N.Y. 11971S,F. I - - - - - - - - - - � N W I " X 6" F.J. I I 45 I 45 bG DRAWING TITLE: - J - - - - - - - - - - - - - - - - - - -� I PROPOSED STRUCTURAL PLAN FF - - - - - - - - - - (3) 1.T5"xll.b"15" OE L_ - � - - - - - - - - - - - - - - - - - - - - - - - � LVL DRP. CIRD R - - - - - - - - - - - - J •' I I QB 45 'n o 13 I 6c IO I I PAGE: �:p I -TA B - - - - - - - - - - - - - - - - - - -- 4B 4 �B ,A 7A - ,B s B , • I S-mlo I■ 00 7A L J L J L••J L - - - - - - - - - - - - - - - - - L_- _ - - -- - - _ - - --- - ---- - ---- DATE: 01/19/24 13 OF16 FROPOSEI7) FOUN7)ATION 57RUCTURAL PLAN ...tz r-D A:",�, 50ALE: 1/4" - 1'-0" 1 � (5 ENERAL 5"%'r��50L iGE),000 : -{ EXISTING ,r0 BE DEMOLISHED NEW PARTIAL HEIGHT - -i WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) a Q EXISTING TO REMAIN ui NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) J M NEW I-HR I=IRE RATED ® MIN. (2) 2"x4" STRUCTURAL N WOOD FRAME (L.6. 5TL. POST FOR 4" WALL5 cl� O � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ POST FOR WA LLS),ALLS), U.O.N. NEW 2-HR FIRE RATED }- WOOD FRAME (L.6. STL. WHEN APPLICABLE) O O N z 0 a •cu u) X = N 0 O O 4-+ STRUCTURAL PLAN NOTES POSTS 4 COLUMN DESIGNATIONS: m •� C9 POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED C 0.-- O c6 L0 E AS FOLLOW5, NOTE THAT THESE DESIGNATIONS DO NOT IMPLY Q SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED SINGL SPAN STRUCTURAL MEMBER: a O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE 5"LICE5 DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED P05T5/BEAMS. 0 STACKED P05T/COLUMN: ---FI (1) 2"x4" POST 0 SI (1) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH P057 OR COLUMN ON FLOOR BELOW/ABOVE. 3 INTERIOR LOAD BEARING WALL (ABOVE): J (2) 2"x4" POST 57:2 (2) 2"xb" POST A5 INDICATED BY DASHED OUTLINE. \ / ALIGN STUDS OF BEARING WALL5 TO ,LAND DIRECTLY - - - - - UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. -- (3) 2"x4" POST B3 (3) 2"xb" POST HOLDOWN (IST TO 2ND FLOOR): HOLDOWN 'A' AS PER PAGE 6-003 - � (4) 2"x4" POST B4 (4) 2"xb" POST U HOLDOWN (FOUNDATION TO IST FLOOR n1 48 HOLDOWN 'B' AS PER PAGE 6-005 5 (5) 2 x4 POST B5 (5) 2 xb POST �ALSE 2"xb" WALK-IN W BEDROOM I ® I6" O.G. CLOSET NEW REINFORCED P. GONG. SLAB W 5B I. NEW 4" THK. P. GONG. SLAB w/6"x6"-10/lo W.W.M. UPON s27 S.F. 78 S.F. -i ...�,_J 2. 6 MIL POLY VAPOR BARRIER UPON 3-I/2" O.D. 5GH 40 5-I/2" O.D. SGH 40 5. 4" (MIN) GRAVEL BASE ---® STL. COL. (A5TM a--� 5TL. COL (A5TM I • AI23) BY 51MS AI23) BY 51M5 iY PAD FOOTING STEEL (OR EQ) STEEL (OR EQ) 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER U c DETAIL 2/A-401. STRUCTURAL PERMAGAST COLUMN (5,000 LBS), POURED CONCRETE AND STEEL REINFORCEMENT NOTES: � 7P` STRUCTURAL 5QUARE PERMAGAST COLUMN W MIN. • - 6p00 LBS LOAD BEARING CAPACITY. SEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT - < PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND � v COLUMN, AS PER MANUFACTURER 5PECIFICA7ION5. DOWNWARD FROM THE BOTTOM OF EXISTIN6 ADJACENT FOOTIN65. PERMAGAST COLUMN FOOTING (P4 T6.) 7B PERMAGAST COLUMN UPON 12 P. CONC. SONOTUEE 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION lul ® m Q SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR (2) 1.75"x11.575" 2.OE LVL DRP. (2) 1.75"xII.575" 2.OE LVL DRP. / UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER HDR.WRAP W/ Ix AZEK TRIM HDR. WRAP W/ Ix AZEK TRIM DEL. G.J. \ 0 DETAIL 6/A-401. ENCOUNTERED. 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING COVERED 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. U AS PER DETAILS 5/A-401 4 Q/A-4o1 (r(P) V �� PORCH TOP OF FOUND. WALL MAY BE STEPPED DOWN A5 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT I 0 tp 25q.5 O REG.'D TO ACCOMMODATE 6ARA6E DOOR CLOSURE 4 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. X�m x�m WALK-IN DWELLING ENTRY (VERIFY DIM. IN FIELD) -J -J G 05ET O O 5. ALL REINFORCEMENT EAR5 SHALL BE DEFORMED EPDXY COATED I w ®Z ®X TYPICAL P. GONG. FOOTING $ HALL CONSTRUCTION: CARBON STEEL ASTMA615 GRADE 60. WWM FOR 5LAB5 DO NOT z 10 • 2"xb" P.T. SILL PLATE W COPPER TERMITE SHIELD 4 NEED TO BE EPDXY COATED. WALK-IN I y _ y - SILL SEAL;2"x4" P.T. 51LL PLATE ® LOWER SHELF. CLOSET 7 - - 6. U.O.N., REBAR LAPS SHALL BE A MIN. OP 40 DIAMETERS. ALL LAPS • ANCHOR BOLTS AS PER PAGE 6-003 SHALL BE STAGGERED. NEW 2"X5" G.J. 55 S.F. • P. GONG. FOUND. WALL AS PER DETAILS Q/A-401 ® ® I6" O.G. BATHROOM I BASEMENT, DETAIL 5/A-401 ® CRAWISPACE, 4 DETAIL 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN II - _ _ _ U 162 S.F. V 7/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, NEW 21IX5" d.J. (21 1.75x11.87 .0 I HDR. I 37.75"x11.575" 2.OE LVL HDR. p O 0 • P. GONG. PTO. AS PER DETAILS) NOTED SEPARATELY COVERA6E5, AND PLUMBNESS. • ASPHALTIC MASTIC DAMP PROOFIN6 TO EXTERIOR BEDROOM 2 ® Ib O.G m 1 cV�p ry • S.O. FOOTING 5'-0" BELOW GRADE MIN. 5. CEMENT SHALL CONFORM TO A5TM C-33 FOR STANDARD WE16HT 245 S.F. • 1/2" EXPANSION JOINT ® PERIMETER: OF SLAB (WHEN CONCRETE. 1u APPLICABLE) UDR OM z • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 65 S.F. STOOPS (WHEN APPLICABLE) • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET GONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE o FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - - NEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE Oo O II HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. O O I. MIN. 350 # CAPACITY 0 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x50") 2 SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. DBL. G.J. I O i 5.DBL. FRAMING WHEN NEW OPENING, U.O.N. - KITCHEN O 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-49 „ „ 272 S.F. DINING ROOM DBL. G.J. INSULATION ABOVE 1-4/WD. FR. (OR EO) BAFFLE OR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL NEW 2 X8 G.J. CONFORM TO AGI 306. 290 S.F. RETAINER TO PREVENT INSULATION FROM ENTERING ® I6" O.G. DWELLIN6 WHEN OPENED, AS PER NY5 EGG R402.2.4 I PANTRY - - - - - - NEW 2"X5" C.J. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 4. IN NO CASE SHALL CONCRETE BE PEERED ON FROZEN GROUND / �THERMAL ENVELOPE OF BUILDING). SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO v v 57 S.F. -- � � � ..-, ® I6" - - - - - - O.G. � / 5. INSTALL AS PER MANU. SPEC.'S TEMPERATURES WITHIN 10° F OF CONCRETE. BATHROOM 2 - - - - - - - - 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. ao S.F. / 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW, tV_ / � Q I II z 12 BEAM POCKET (TYP.) rx REMOVE AS REQ'D. ® - - - - - - - - - 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I - - - - - - - - - - - - - - - - - - - - ( TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. O O ® 0 I / 13 0 PORCHES / PATIOS: - w I. SEE NOTED DETAILS T FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER N U 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. O - ® ilul FROM BUILDING ir 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. FLASHING FROM 12" A50VE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC q. NON-CHLORIDE, NON-CORRO5IVE ACCELERANT ADMIXTURES ARE 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 - �I 4 Q L - - - - - - -\- a Q BE DOWELED w/#5 0 5" O.G. VERTICAL TO EA. OTHER (A5TM 04c14/0414M, TYPES G AND E). n 4 TO MAIN FOUND. U - 10. CONSULT ARCHITECT AREAS EXCEED ONE SQUARE INCH WHEN STEEL EMBEDDMENT CROSS SECTIONAL. 7 0 (X IL �t? 6E� 5) 1.75"x11.875'_2.OE LVL DRP. HDR. L - - - - _ \_ PROJECT: I4 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. SEARING BATHROOM 5 N m 51 s.F. - - - - EXTENDED FRAMING TO ROOF RAFTERS: II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED 51 S.F. X FOYER / \ L J TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR 84 S.F. REACHED A COMPRESSIVE STRENGTH OF 500 PSI. - - - - - - - - - -T HEADER(BELOW) TO RR(ABOVE). WALK-IN LAUREL AVENUE / \ ( / 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. z CLOSET / \ NEW 2 X5" G I / / I O 15 S.F. LOT 2 / I J -1 w 0 O / GREAT RdOM \ I O N SOIL BEARING CAPACITY NOTE: - - - - 415 S.F. \ ® 2215 LAUREL AVENUE STRUCTURAL DE516N OF FOOTINC75 A55UMES A SOIL F K ® PARLOR 3 ® U I \ x BEARING CAPACITY OF 1.0 TON/5.F. 172 S.F. / \ SOUTHOLD, N.Y. 11971 - - - - - - - - - - -- - `I NEW 2" O.C.G.J. v / I L - \ DRAWING TITLE: ® I6 O. - - - - BEDROOM 3 PROPOSED STRUCTURAL PLAN ® 256 S.F. � 2.oE LVL FLSH. HDR. COVERED PORCH - F V u- 157 S.F. V IL kil PAGE: cV `o[(j L - - - - - - - - -� x ®� S-102m00 12 �75.OE Yj-DR �� I 5�2,oE LVL 2Rt,_ HDR. WRAP W/ Ix EK TRIM DATE: 01/19/24 14 OF 16 PROPOSED FIRST FLOOR STRUCTURAL PLAN M - SCALE: 1/4" .✓ 4w ...✓ I i - GENERAL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i WOOD FRAME (L.C. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) Q ..J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w f --� 5TL. WHEN APPLICABLE) J co (y) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. 5TL. POST FOR 4" WALL5 O r- Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALLS), U.O.N. O NEW 2-HR FIRE'. RATED •,�, } (D WOOD FRAME (L.G. STL. i- Z WHEN APPL I GABLE) a Lo c X N O O O 4- STRUCTURAL PLAN NOTF-5 POST 4 COLUMN DESIGNATIONS: O m ��, N O POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED a-+ 6 A5 FOLLOWS. NOTE THAT THESE DESIONATION5 DO NOT IMPLY t0 � 51NGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED Q _O a O O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POST5/BEAM5. O STACKED POST/COLUMN: - AI (1) 2"x4" POST 0 BI (I) 2"xb" POST n1 LOCATE INDICATED P05T OR COLUMN ASOVE/BENEATH O O W X P05T OR COLUMN ON FLOOR BLOW/ABOVF_.E N W INTERIOR LOAD BEARING WALL (ABO\IF-): (2) 2"x4" POST B2 (2) 2"xb" P05T AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING W6LL5 TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. -- (5) 2"x4" 1-05T B3 (5) 2"xb" P05T CA HOLD OWN (IST TO 2ND FLOOR): HOLDOWN 'A' A5 PER PAGE 6-003 -$� (4) 2"x4" P05T MR---F84] (4) 2"xb" POST U •- OHOLDOWN (FOUNDATION TO IST FLOOR) n , 4B HOLDOWN 'B' A5 PER PACE 6-003 (5) 2"x4" P05T B5 (5) 2"xb" POST W NEW REINFORCED P. GONG. SLAB 5B 1. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 3-I/2" O.D. SGH 40 5-I/2" O.D. 50H 40 3. 4" (MIN) GRAVEL BASE ---® 5TL. COL. (ASTM O--�p 5TL. GOY E71MS AI23) BY SIMS AI23) BY 51M5 NEW 2"XIO" R.R. PAD FOOTING STEEL (OR EQ) STEEL (OR EQ) bB 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER ® °G DETAIL 2/A-401. r� STRUCTURAL PERMAGAST COLUMN (8,000 LBS): POURED CONCRETE AND STEEL REINFORCEMENT NOTES: v' 7P STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. NEW 2"XIO" R.R. 5,000 LBS LOAD BEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT PLACEMENT SHALL ENSURE CONCENTRIC, LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTIN6 ADJACENT FOOTINGS. OPERMAGAST COLUMN FOOTING (PAD FTC. d, Q TB PERMAGAST COLUMN UPON 12"0 P. GONG. 5oNOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION U V 2 5:12 UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR O DETAIL b/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. n N NAm 24"xl2" DEEP P. CONC. FOOTINSbG AS PER DETAILS 6//A-401 4TINUOUS e1/A-401 (TYP) 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 11 ® `t ® p NEW 2"XIO" R.R. TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT ® 16" O.G. O REQ.'D TO AGGOMMODATE GARA6E DOOR CLOSURE 4 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 316 CODE. X DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED TYPICAL P. GONG. FOOTING 4 WALL C,ON5TRUGTION: CARBON STEEL A5TMA615 GRADE 60. WWM FOR 12 SLABS DO NOT 9;12 NEED TO BE EPDXY COATED. 10 Q: • 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS Z/0011- * ANCHOR BOLTS AS PER PACE 6-005 SHALL BE STAGGERED. NEW 2"XIO" R.R. Q • P. GONG. FOUND. WALL AS PER DETAILS Q/A-401 ® ® 16" O.G. BASEMENT, DETAIL 6/A-401 ® CRAWLSPACE, 4 DETAIL T. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN WA-401 ® SLAB-ON-CRAVE PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, • P. GONG. FTC. AS PER VETAIL(S) NOTED SEPARATELY COVER:ACES, AND PLUMBNE55. x • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. 6. CEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT • 1/2" EXPANSION JOINT ® PERIMETER OF 'SLAB (WHEN CONCRETE. �. APPLICABLE) ' • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) CONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE �� O 0 O 0• MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) X= I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF cV Q z �P II NEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30")S.DSL. FRAMING WHEN NEW OPENING, U.O.N. 2 SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-49 INSULATION ABOVE w/HD. FR. (OR EQ) EsAFFLE OR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL O RETAINER TO PREVENT INSULATION FROM ENTERING CONFORM TO AGI 306. �P dJ 41 }wry DWELLING WHEN OPENED, AS PER NYS ECC R402.2.4 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. 9�� STILL NEED TO SIZE 5. INSTALL AS PER MANU. SPEC.s 6.CONSULT H.O. FOR PRECISE LOCATION 01= ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. q :12 REMOVE AS REQ'D. Z 12 BEAM POCKET (TYP.) w b. THE USE OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE 2 TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. NEW 2"Xb" R.R. - 71 ( NEW 2"XIO" R.R. p 13 0 PORCHES / PATIOS: ® 16" O.C. i V v � <q� O.G. 0 2. ALL HORZ SURFA1. SEE NOTED ILS -7. FORMHORK SHALL BEGES SHALL BE PITCHED ® 1:48 AWAY AND SHALL BE WIT IN 10• F OF CONCRETE TEMPAT A MIN. TEMPERATURE ERAT3URE.OR HIGHER K k Q � y��p o� , R t�I 6j iii FROM BUILDING \ ¢ n 5. FOR SLABS ABUTTING FRAMING, INSTALL. COPPER 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURIN6. FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 'f:12 _ BED ALL FLASHING IN ASPHALTIC MASTIC �ry �� Q T`1T:- x tii 4. PORCH/PATIO HALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 a' (5) 1.1 11.6M LVLj`IEADER 1- BE DOWELED w/#5 ® 6" O.G. VERTICAL TO EA. OTHER (ASTM G494/G4g4M, TYPES G AND E). �- 1 � r, p O 4 TO MAIN FOUND. 0 Y o x m I <�J 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL A iV 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. v�' tl� �P ry I �� PROJECT: 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED Q NEW 2"X6" R.R. 15 EXTEND D F N6INO TO OIR OF RATEE ZBEAM, OR TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS ® 16" O.G. ►u PROVIREACHED A COMPRESSIVE STRENGTH OF 500 PSI. cV „ ��' �� ' ° X� LAUREL AVENUE HEADER (BELOI^) TO R.R(ABOVE). x NEW 2 X8 R.R. >S., cV (`1- 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI Sob, iV ® Ib" O.G. X Q:12 +NN T 2 1 _ NEW 2"XIO" R.R. `�yl\ L�� m SOILo.G.BEARING CAPACITY NOTE: NEW 2"XIO" R.R. ® Ib" D.G. - 2215 LAUREL AVENUE ® 16 STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E N. 1�/ . 11971 BEARING CAPACITY OF 1.0 TON/5.F. SOUTHOLD 5:12 X 6:12 DRAWING TITLE: a " PROPOSED STRUCTURAL PLAN � o - NEW 2"XIO" R.R. NEW 2"XIO" R.R. 12 q;1�� � � ® ® I6" D.G. ® I6" O.G. v � o NEW 2"X1o" R.R. NEW 2"Xlo" R.R. ® PAGE: ® 16" O.G. ® I6" O.G. S-103m00 DATE: 01/19/24 15 OF 16 FROF05EI�) ROOF FRAMINO FLAN SCALE: 1/4" P-O" OF N���" CL a 0 w Lu cc J M cV � C � 4" FRESH AIR VENT THROUGH ROOF }: C9 I O C N z pi I X p p O C1 I ,c pm � � ,L i C N p cc o I ,L NOTE: a rd20 „ O ALL PLUMBIN6 d I PROVIDE ABESGO FP200 FR FUEL OAS WORK k I EXPANDING FOAM" (OR EOLAL) SHALL CONFORM Q I AT ALL PENETRATIONS IN FIRE v TO LOCAL I RATED WALLS AND k PLUMBIN6 CODE d FLOOR5/GEILIN66. PRODUCT Q CONFORMS TO A5TM E 514, FUEL 6A5 ASTM E 54, AND UL 14?9 PIPING PENETRATIONS: I. PROVIDE "ABE5CO FP200 FR IN6 FOAM" (OR EOUAL) LAUNDRY GL. BATHROOM PWDR. ROOM BATHROOM ___ ---2: __� P _-_ --T- �- r ____--- --- )BATHROOM ATALL D4—)PENETRATIONS ATT k4ALL5 4 1T�1 _ _ -r----- 1 I ---� NOTE: AND FLOORS/GEILIN6S. - -r------ T_____' I I KITCHEN I WET BAR I I I j I ALL PLUMBING WORK 2.PRODUCT CONFORMS TO ASTM E U _ --�------ T I I I I ( 1 1 I I I SHALL CONFORM TO 614,A5TM E 64,AND UL 147a I I I I I I I 1 i I I I I LOCAL PLUMBING CODE W I I I I I 1 i I I I KITCHEN LIVING RDOM `i/ p0 2"I 2"1 2 j 2111 2:11 2"1 1 1211 1211 2 1 2:'1 2:: —� 1 1 I 1 1 1 1 1 1 1 1 1 GLEAN OUT �r 1 2 I I I I 12" I I '�� j 12" 12° A5 REO'D 00 6A5 FIREPLACE I 1 I I I I I 1 1 FL PROVIDE F.A.I. 1 j I I I :: 15HOWE U 2 1— 15HOWER 1 1— I- ISHOWER 1— I— I I TUB VERIFY SIZE DW RANGE H/MANU. WASHER11 •— G.O. 2 3 3:: 3:: 2 3:: 2 G.O. m m Q !^ G.D. V 4" 4" HOUSE W MAIN DRAIN G.O. ~ 411 TO SEPTIC SYSTEM � N m � m m * PROPOSED BURIED 1,0006 3 FURN. / PROPANE TANK x AIR HAND FLUME3 1 NC RISER - DRAIN / NASTE / VENT SCALE: NT5 CAS RISER - SUFf=L I SCALE: NTS z w O U NOTE: ALL PLUMBING WORK SHALL CONFORM TO W LOCAL PLUMBIN6 CODE Q 0 EGEND PROJECT: UHOT -----� SUPPLY Q TER LAURELAVENUE �.,—.•_..� GOLD WATER LOT 2 SUPPLY PROVIDE "ABE500 FP200 FP, EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE LAUNDRY CL. BATHROOM PWDR. ROOM BATHROOM KITCHEN WET BAR RATED WALLS AND 2215 LAUREL AVENUE FLOORS/0EILIN65. PRODUCT CONFORMS TO A5TM E 614, SOUTHOLD, N.Y. 11971 ASTM E 64, AND UL 14"19 O IL I I I I I I INTERIOR SHUT-OFF DRAWING TITLE: O I •Q I •Q 1 •Q o 1 •Q 1 .Q I .Q I .Q FOR HosE BIB PLUMBING RISER DIAGRAMS Q qa li li X qa Ii 3 Qi 1i li li li qa qa LL 1 ! I I :� U I U I I v 1 . I I V I I I I 1 10 1� XI 10 31 !O — 1 1 !O �I 10 31 10 31 10 — 1 10 �I 10 I I� NEw FREEZE PROOF HOSE BIB GAS RISER DIAGRAM I $1 .V *I =1 I *I I I I V x1 V w/VACUUM BREAK FASTENED cV 1 N ryi != SHOWER "ry 1 !�+ m tV 1 ! m ry1 != SHOWER cV 1 !�_ m 1 N 1 I N (V( ! (V I ! m cV I ! (V I �v1 1: NI !' SHOWER W PIPE FASTENERS (PRECISE :M:r=R — �I D.W. 3 T — — — �I ;(�V TUB 0 .N —I I I I — —I I —I I —I I — — LOCATION T.B.D. IN FIELD — L---- -----------1-'----- -------1 ----=----�' ---------L- -------------------1_--L ---- --� - - '--1 ---1 ---� '------ CONSULT W/OWNER) ...................1.._.._..-.--ii_.._.._.._.._..z.._.._.. .._.._.._r._.._.._.._.._.._..r.._.._.._.._. _.._.._.._.._.._.._..1.._.._r._.._.._-_..�_-_.- - =i._.._.t.._.._.z.._.._.. _.._.._.._..1.._.._ . 1 i— - PAGE: I 1 i _.._.._.._.._.._.._j TO STREET � rWATER MAIN P-101000 DATE: 01/19/24 16 OF 16 0 N CIA, Fir �' � e,• y`,`• 14, FLUMSI NC R15ER - SUFFLY OF NO SCALE: NT5 (:�-:' ENERr4L SN' 50L <❑Nr _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT„ WOOD FRAME (L.G. 5TL. Q EXI5TINO TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ui 5TL. WHEN APPL I GABLE) J M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL < :L' El P05T FOR 4" WALLS Q� c CV WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xV STRUCTURAL POST FOR b" WALL5), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. Z .O � fV i O WHEN APPLICABLE) c x � N 0 0 0 +-, ' STRUCTURAL FLAN NOTES POST COLUMN DESIGNATIONS: m ,}' Lo POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED < AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY n Q O a l O 6 OSINGLE SPAN STRUCTURAL 1-IFMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES b STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED PO5T5/5EAM5. OSTACKED POST/COLUMN: (I) 2"x4" 1-05T Q BI (1) 2"xb" POST n , LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH W P05T OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): (2) 2"x4" POST B2 (2) 2"xb" 1-05T AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING HALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. -- (3) 2"x4" POST g3 (5) 2"x6" P05T 4-) HOLDOWN (IST TO 2ND FLOOR): NEW 2"X8" G.T. HOLDOWN 'A' AS PER PAGE 6-003 --� (4) 2"x4" P05T B4 (4) 2"xb" P05T f 1 ® I6" O.G. t,�J i • 4B HOLD OWN (FOUNDATION TO IST FLOOR): FALSE 2"x6" WALK-IN W n1 HOLDOWN 'B' AS PER PAGE 6-003 - (5) Vx4" P05T 55 (5) 2"xb" P05T ® I6" O.G. CLOSET M NEW REINFORCED P. GONG. SLAB w 5B I. NEW 4" THK. P. GONG. SLAB w b"/ xb"-10/10 W.W.M. UPON BEDROOM I 78 S.F. -7 2. 6 MIL POLY VAPOR BARRIER UPON 3-1/2" O.D. SGH 40 5-1/2" O.D. SGH 40 0 3. 4" (MIN.) GRAVEL BASE 5TL. COL. (A5TM Q---�p� 5TL. COL (ASTM 52'1 S.F.5F V ' AI23) BY 51M5 AI23) BY 51M5 iV PAD FOOTING STEEL (OR EO) STEEL (OR EQ) bB 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER z U DETAIL 2/A-401. STRUCTURAL PERMAGAST COLUMN (5,000 LBS): POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 7A STRUCTURAL SQUARE PERMAGAST COLUMN w/ MIN. -- 8,000 LB5 LOAD BEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINO5. - - - - - - - -- - - - - - - - - - - - - --- n 1 PERMAGAST COLUMN FOOTING (PAD FTC.) 2 IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION �- - - - - - ❑ - - - - - -� � 0 `✓ ?S PERMAGAST COLUMN UPON 12'd P. GONG. SONOTUBE SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR (2) I."IS"x11.875" 2.OE LVL DRP. (2) L'15"x11.875" 2.OE LVL DRP. Lu + UPON 24 x24 01. DEEP P. CON... FOOTING AS PER HDR. WRAP W/ Ix AZEK TRIM HDR. WRAP W/ Ix AZEK TRIM DEL. G.J. N ® La DETAIL b/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. - - -- SG 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING __ O IL - 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. AS PER DETAILS 6/A-401 d a/A-401 (TYP) 0 .-j PATIO 0 U V j TOP OF FOUND. WALL MAY BE STEPPED DOWN A5 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT �q p GRADE O O REO.V TO ACCOMMODATE GARAGE DOOR CLOSURE # 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GODS. ry 'zM DWELLING ENTRY (VERIFY DIM. IN FIELD) ®� ®� 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED � 6ALK-1 z z G 05E � CARBON STEEL A5TMA615 GRADE 60. WW R M FOR, SLABS DO NOT TYPICAL P. GONG. FOOTING- 8 WALL CONSTRUCTION: > > 5a S.F. 10 NEED TO BE EPDXY COATED. • 2"xb" P.T. 51LL PLATE w/ COPPER TERMITE SHIELD 3 - _ SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS BATHROOM I • ANCHOR BOLTS AS PER PAGE 6-003 SHALL BE 5TA66ERED. NEW 2"XS" G.J. 162 S.F. • P. GONG. FOUND. WALL AS PER DETAILS a/A-401 ® ® Ib" O.G WALK-I N. BASEMENT, DETAIL 8/A-401 ® GRAWLSPAGE, d DETAIL -I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN CLOSET _ � '1/A-401 ® 5LAB-ON-GRADE PLACE AT TIME OF POURING 3 MAINTAIN REQUIRED CLEARANCES, WK 5"X8" G.J. (2) 1.'75"xlIb'75"" 2.o1* LVL HDR, (3) 1.15"xllb75" 27E LVL HDR. • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY COVERAR 6E5, AND PLUMBNE55. ® 16" O.Gi - • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR BEDROOM 2 • B.O. FOOTING 5'-0" BELOW GADE MIN. 5. CEMENT SHALL CONFORM TO A5TM G-55 FOR STANDARD wEIOHT 248 ®S.F. " -- III "a • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. --- APPLIGABLE) MU DROOM • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 8'.s,F• STOOPS (WHEN APPLICABLE) I (n GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE ® o zz • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET f FOR HEIGHT OF WALL d SLAB (WHEN APPLIGABLE) 2 I. THM= r_ SPECIFICATIONSSHALL APPLYFOR THE POURING OF O NEW ATTIC AGGE55 - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT 7r-mPERATURE I. MIN. 350 # CAPACITYHAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. J Lu -- OPENING (MIN. 22"x30") DBL. O.J. 2T S.F. /' -DBL:G:J. - � � Z 2.51ZE TO FIT MECH. EQUIP. THE 2, SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. KITCHEN S.DSL. FRAMING WHEN NEW OPI=NING,U.O.N. - 4.WEATHER5TRIP ACCESS OPE'NIN6 S PROVIDE R-4a INSULATION ABOVE w/WD. FFZ. (OR EO) BAFFLE OR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL NEW 2"X8" G.J. g „ O RETAINER TO PREVENT INSULATION FROM ENTERING CONFORM TO AGI 306. it * I6 .G. zz 0 It DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 PANTRY v NEW 2 X8 G.J. _ _ _ _ _ N O 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / _- -i (OMIT WHEN ATTIC, AGGE55 DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I U v 5T S.F. O O I ® F_ N THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. X = VH _ _� n 5. INSTALL AS PER MANU. SPEG.'s d) O cV `fl - -_- - - - - - - - - - - - - - - --- - - 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. BATHROOM (V � ® F U / Q V REMOVE A5 REO'D. ao S.F. ® w w X 0 / �� F- 0 Q I j TRP.�P S z Q� 0 V TRP. P05T ? / III z m a 12 BEAM POCKET (TYP) z To-RIDE - dl za - - - - TO RIDGE V > J b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 1-1 ( O�, w Z _ v / -� 2 Q TYPICAL OL05ED FOUNDATION PERMITTED WHEN NECESSARY. - ) " -` ;� DINING ROOM _ p / w 2 J !! DSL. P05T DBL. P05T - �� - L - QQ L" 3 J X = 0 O Q 13 ® PORCHES / PATIOS: -_ -- --- --- - _ I. 5EE NOTED DETAILS "I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER _ _- To RIDGE;WFZAP TO RIDGE;WRAP z O� ® 2ao S.F. �V o N " z a 2. ALL HORZ. SURFAGE5 SHALL. BE PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. �J / W/ Ix P.P.P. WHITE W/ Ix P.P.P. WHITE z p z dJ Z FROM BUILDING \ z ® \ \ QI rI I 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING, D. FLASHIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, - \� K I Jk d" Q ® � \ BED ALL FLASHING IN ASPHALTIC MASTIC QQ- U y - - - - _ - - - - -\ -\ a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE _ „ 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 - - BE DOWELED w/#5 ® 8" C.C. VERTICAL TO EA. OTHER (A5TM G4a4/G4a4M, TYPES G AND E). O 0 - " Q TA - � I O - 2) L"f5"x11.875 2.OE LVL DRP. HDR. - - 0 O d TO MAIN FOUND. ��1' - L - - - 10. CONSULT ARCHITECT WHEN STEEL EMSEDDMENT GR055 SECTIONAL I " - VIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. V I-1� w ® -�- - 14 PROVIDE z x _ _ _ - _ _ PROJECT: 1I. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED GL L - F EXTENDED FRAMING TO ROOF RAFTERS: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS .o FOYER 15 PROVIDE FRAMING EXTENDING FROM WALL,BEAM, OR REACHED A COMPRESSIVE STRENGTH OF 800 P51. BATHROOM 3 (V- 54 S.F. 81 S.F. I I U)IL. T HEADER (BELOW) TO R.R(ABOVE). - I Q LA U R E L AV E N U E 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. z I NEW 2"X8" G 2 GAR GARAGE / 511 S.F. z - a16" O.C. / / �i LOT 2 I-CDBL.G.J, U v U - U / O O O - 5.5"X"I" LVL GREAT ROOM e� 0 < d� 415 S.F. `r = \ rj SOIL BEARING CAPACITY NOTE: ry 5.5"XT' LVL "X- \ 2215 LAUREL AVENUE STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A 501L K ®PARLOR ® (4) I.?5 XI1.8'15 HEADER W/(3) " STEEL FLITCH PLATES HEADER ® \ x BEARING CAPACITY OF 1.0 TON/5.F. z 1'72 S.F. z - - - - - - - z rf SOUTHOLD, N.Y. 11971 -i L - - - -- - -- -- - - - -.� J N NEW 2"XS" G.J.' L _ DRAWING TITLE: -- - -- - - - O.C.2" C.T. PROPOSED STRUCTURAL® 32" O. SANAN DWICH R.R. WRAP W/ Ix P.P.P. WHITE PLAN BEDROOM 5 ®m Q - - -- � (2) L'15"xa.5" 2.OE LVL FLSH. HDR. S G VERE --- !Z PORCH U IS f S.F. IL �U- PAGE: �q " `flm cV �[Ll z ® S-01� z ®� - -- - 02m0l 12) I.��"xll•�7=✓" 2.DE LyU.• DR�_1,2 r �n>- 1 vl rJRP - HDR. WRAP V1/ Ix_AZEIG TRIM _ H RAP W/_lx_AZEK_TRIM____ DATE: 12/10/24 14 OF 16 i i RCFOSEI�) FIRST FLOOR STRUOTURAL PLAN ~.t SCALE: 1/4" = I'-O" GENERAL SN'M50L <E"%r : r1 EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT;; WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW 6'400D FRAME (L.G. Lu NEW FOUNDATION WALL O W STL. 1^1HEN APPLICABLE) C6 D M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL w Q CV WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS u p WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALL5), U.O.N. O NEW 2-HR FIRE RATED •�, >: Cfl WOOD FRAME (L.G. 5TL. i- z WHEN APPLICABLE) --- •� � U 0 X 4 (V O O O •1-' 4"x3" ALUM. 4"x5" ALUM. -� O m •'-' P05T $ COLUMN DESIGNATIONS: DOWNSPOUT 4-J a--' Lo STRUCTURAL PLAN NOTES _ - - - _ - DOHN TO N P05T5 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED DOWN TO - - - - - - - - - - � DOYNN TO c: O O AS FOLLOWS. NOTE THAT THESE DEVONATIONS DO NOT IMPLY SPLASH 6UARD - - - - - - - - - - -I SPLASH GUARD Q O SINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED ® GRADE (TYP) ® GRADE (TYP) BY OTHER GONSTRUGTION DOCUMENT NOTES STANDARD STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED P05TS/BEAM5. 2 STACKED O POST/COLUMN: --� (I) 2"x4" POST 0 BI (I) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH V/ +\� POST OR COLUMN ON FLOOR BE1.OW/ABOVE. l, ® � �\P 3A INTERIOR LOAD BEARING WALL (ABOVE): ) (2) 2"x4" P05T B2 (2) 2"x6" POST AS INDICATED BY DASHED OUTLINE. �} �0S ALIGN 5TUD5 OF BEARING WALL5 TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLI(:ABLE) BELOW. -- (5) 2"x4" POST 83 (5) 2"xb" POST i 4 HOLD OWN (1ST TO 2ND FLOOR): O HOLDOWN 'A' A5 PER PAGE 6-003 „ " " (4) 2 x4 POST B4 (4) 2 xb P05T U •- OHOLDOWN (FOUNDATION TO 15T FLOOR): 4B HOLDOWN 'B' A5 PER PAGE 6-003 n , � (5) 2"x4" POST B5 (5) 2"xb" POST I W MM NEW REINFORCED P. GONG. SLAB 4-J W 5B 1. NEW 4" THK. P. GONG. SLAB vi/6"xb"-10/10 W.W.M. UPON 3-1/2" O.D. SCH 40 5-I/2" O.D. SGH 40 2. 6 MIL POLY VAPOR BARRIER.UPON NEW 2"XIO" R.R. 3. 4" (MIN) GRAVEL BASE --® 5TL. COL. (ASTM Q- -� 5TL. COL (ASTM A123) BY 51M5 A123) BY 51MB 4"x3" ALUM. ® Ib O.G. PAD FOOTING STEEL (OR EO) STEEL (OR E0) DOWNSPOUT O68 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DOWN TO 4'x3 ALUM. L - - - DETAIL 2/A-401. SPLASH GUARD DO DOWN TO ® GRADE (TYP) STRUCTURAL PERMAGAST COLUMN 68,000 LBS): SPLASH GUARD NEW 2"XIO" R.R. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: ® GRADE (TYP) "IA 57RUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 6 16" O.G. 5,000 LES LOAD BEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT DEL. POSTPLACEMENT SHALL ENSURE COLUMN AS PER MANUFACTURERSPECIFICATIONS.CONCENTRIC OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND Qi OC DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTING5. - - - - - _ 5:12 _ _ _ _ 7B Aft PERMAGAST COLUMN FOOTING (PAD FTGJ 5 I2 QJ 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION i O p - 7 O PERMAGAST COLUMN UPON 12'0 f . GONG. SONOTUBE _ Q I r�'. THE FOUR SITE SHALL REMAIN DOWN5POUT UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER ENG�01°E��R.GEONTAGT ARCHITECT WHEN WATER DRY FOR i ( � `p N � � � I �"x3" ALUM. DETAIL 6/A-401. DOHN TO 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING SPDONN To LASH GUARD 8G AS PER DETAILS 8/A-401 4 q/A-•401 (TYP) 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. q:l2 ® GRADE (TYP) TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4000 P51 POURED CONCRETE AT x O REO.'D TO ACCOMMODATE 6ARA(5E DOOR CLOSURE 4 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. cv DBL. POST DBL. POST !L! .� BELOW HDR. BELOW HDR. DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED O DBL. POST N Q NEW XIO' R.R. - - CARBON STEEL A57MA615 GRADE 60. WWM FOR SLABS DO NOT NEW 2"XIO" R.R. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 10 TYPICAL P. GONG. FOOTING £ WALL CONSTRUCTION: NEED TO BE EPDXY COATED. ® I6" O.G. _ _ - _ _ - - - - - - - - - - - - - - - - - - - - - - _ - _ _ _ �_ _ - - - - - - - (� as' FLus}3LVL HDR._ I6" O.G. • 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 ---- cV BELOW R.R. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. R.R TO 51T ON WALL 1- -- • ANCHOR BOLTS AS PER PAGE 6-003 b SHALL BE 5REEAR. LAPS ESHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS L- - • P. GONG. FOUND. WALL AS PER DETAILS VA-401 ® c�V D. BASEMENT, DETAIL 5/A-401 ® CRAWLSPACE, 4 DETAIL 7, PROVIDE MECHANICAL DEVICES TO HOLD 57EEL 4 HARDWARE IN DBL. POST '7/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, ��J • P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY COVERAOE5, AND PLUMBNE55. • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3-O BELOW 6R:ADE MIN. 5. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. L y I ai V P{0� APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) DBL. POST DBL. POST X= X= Z • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET CONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE I cV tVP- O FOR HE16HT OF WALL 4 SLAB (WHEN APPLICABLE) - - - -< - - - - ® ® Q 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF _ _ _ _ _ _ _ _ _ I �- - - - - - - _ - - - - - - - _ - - - - - ONEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATUR- f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. c r0 R n ( �I a v�l W 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x5O") 2 SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. �a �j I °6 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. - Z 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4q 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL INSULATION ABOVE w/HD. FR. (OR EO.) BAFFLE OR _ RETAINER TO PREVENT INSULATION FROM ENTERING CONFORM TO AGI 306. cv +Nl-k 0 w DWELLING WHEN OPENED, AS F'ER NYS EGG R402.2.4 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / X ® �ry to O (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO DBL. POST (2) l.'15"xW' 2.OE LVL RIDGE DBL. POST z Lry N O THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. DBL. POST TO RIDGE TO RIDGE w 5. INSTALL AS PER MANU. SPEC.'e, NEW 2"XIO' R.R. -� q :12 m p O.G. b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. - - - - - - J - - - - N � ~- REMOVE AS REQ'D. I- - - - - - - -- - - - - - - - - N ~ Q 12 BEAM POCKET (TYP) q:12 - - - J - - - - I n-"' NEW 2°x1o° R.R. w m TYPICAL GL05ED FOUNDATION 6 PERMTHE ITTED WHEN E OF HEAT BLANKETS CE55ARY.R ELECTRIC BLANKETS ARE O H I3 ® PORCHES / PATI05: K k d X p I I. SEE NOTED DETAILS '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER Q Q ~ 2. ALL HORZ. SURFACES SHALL 13E PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - V FROMBUILDIN6 ( i - - -- - - - - - - - 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. -< - - -- - -- -- 1 FLASHIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, ,If' DBL. PO5T O N N BED ALL FLASHING IN ASPHALTIC MASTIC -1. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE �-(0 ( itu IL w PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306 P r I F- ri ri 4. PORCH / PATIO WALL5 OF SEPARATE POURS SHALL I cv �J BE DOWELED w/ #5 ® 8" O.G. 'VERTICAL TO EA. OTHER (A5TM 04114/C4g4M, TYPES G AND E). N 4 TO MAIN FOUND. JP I +% O `i 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL < x•*+ K �� 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. v I v y� u, U o ,r. N d� PROJECT: II. CE CONCRETE 15 ING A D THAWIN6 TU TIL CONCRETE HAS SHALL EXPOSED �l ( � ry O15 EXTENDED FRAMING TO ROOF RAFTERS: TO REPEATED FREE � - -1 - - - - _ III di PROVIDE FRAMING EXTENDING FROM WALL,BEAM, OR REACHED A COMPRESSIVE STRENGTH OF 800 P51. _ _ _ _ _ _ _ ___ _ _ __ _ _ HEADER (BELOW) TO R.R(ABOVE.). - I 0 LA U R E L AV E N U E 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. 11.5:12 DBL. POST ! 11.5:12 vP� III _ _ _ w I I I , I I I LOT 2 Ir- - - _- - - -_- -� Q j R DBL. POST SOIL BEARING CAPACITY NOTE: NEW 2"XIO" R.R. x I NEW 2"xlo" R.R. �w 11.5:12 I 2215 LAUREL AVENUE STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL ® I6 O.G. 11.5:12 BEARING CAPACITY OF 1.0 TON/5.F. n I C III - � SOUTHOLD, N.Y. 11971 II II op _ -� - _ _ _ __ __ ___ _ - F- _______ _ DRAWING TITLE: NEW 2"XIO" R.R. '= NEW 2"XIO" R.R. ® I6" O.G. ® ib" O.G. PROPOSED STRUCTURAL PLAN j DBL. POST DEL. P05T 4"x3" ALUM. a v BELOW HDR. BELOW HDR. DOWNSPOUT DOWN TO O O L- -- - - - - - - - -- SPLASH GUARD 5" LUSH LVL HDR. DEL. POST r cV - - -- -- - -- --- --- --- - - - - - ----- - - -- --- _ ® GRADE (TYP) BELOW P05T - U ® PAGE: ) W s-10 0 ol 4"x3" ALUM. DOWNSPOUT D�r DATE: 12/10/24 15 OF 16 SPLAA SH GUARD ® GRADE (TYP) D : UJ � `o " FROFCSEr�) ROOF FRAMINO PLAN 50ALE: 1/4" P-O" t is 3,. k,•.�ryJ��r OE NERAL 5`t'1�50L <E""r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) EXISTING TO REMAIN Q E---{I I � NEW FOUNDATION WALL W NEW WOOD FRAME (L.G. uj 5TL. WHEN APPLICABLE) (� NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q ' CV WOOD FRAME (L.G. 5TL. ❑X P05T FOR 4" WALL5 Lo WHEN AFPLIGABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR (5" WALLS), U.O.N. r- O NEW 2-HR FIRE RATED •�_, >: (9 WOOD FRAME (L.G. 5TL. L z O WHEN AFPLIGABLE) T .� � U c x :3 N 0 O 0co m Qr- PO5T $ COLUMN DESIGNATIONS:-+ 4-+ In STRUOTURAL PLAN NOTES CV POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED c O O c6 .. SINGLE SPAN STRUCTURAL MEMBER: SUCH FOLLOWS. NOTE THAT THESE DESI6NATIONS DO NOT IMPLY 4B 45 Q � a, O O SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS - - - - - - - - - - - -- - BY OTHER CONSTRUCTION DOCUMENT NOTES 8 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REOUIREMENT5. 9 ABOVE INDICATED P05T5/BEAMS. STACKED POST/COLUMN: I I 2"x4" POST 81 I "xb P" P05T - - - - - - - - - - - - - - - - - - - - - - OO LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH () POST ( ) 2 POST OR COLUMN ON FLOOR BELOWABOVE. INTERIOR LOAD BEARING WALL ABOVE : (2) 2"x4" POST B2 (2) 2"xb" POST AS INDICATED BY DASHED OUTLINE. ALIGN 5TUD5 OF BEARING HALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. Y""I (5) 2"x4" P05T B3 (5) 25<6" POST I HOLDOWN (151 TO 2ND FLOOR): I HOLDOWN 'A' AS PER PAGE 6-005 -t" (4) 2"x4" POST 54 (4) 2"x6" P05T 8G > I 0 • - OHOLDOWN (FOUNDATION TO IST FLOOR): n 4B HOLDOWN 'B' AS PER PAGE 6-003 (5) 2"x4" POST B5 (5) 2"xb" POST I 0 -I (D ' NEW REINFORCED P. GONG. SLAB 5B I. NEW 4" THK. P. GONG. SLAB w/6'xb"-10/l0 W.W.M. UPON O 2. 6 MIL POLY VAPOR BARRIER UPON 3-I/2" O.D. SGH 40 5-I/2" O.D. 50H 40 3. 4 (MIN.) GRAVEL BASE I O • �� ---® STL. COL. (AST'M Q-� 5TL. COL (ASTM dJ - A123) BY SINS AI23) BY 51M5 � I � -�- PAD FOOTING STEEL (OR EQ.) STEEL (OR EO.) p w w 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER z li z U DETAIL 2/A-401. 5TRUGTURAL PERMAGAST COLUMN (8,000 L55):STRUCTURAL SQUARE PERMAGAST COLUMN w/ MIN. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Q �P 15-6 l5-6 - • - 6,000 L55 LOAD BEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT -�N PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND - - d� O COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. F_ + PERMAGAST COLUMN FOOTING ('PAD FTGJ 7B 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 4B 6B 6B •' �� �-- PERMAGAST COLUMN UPON 12 4) P. GONG. SONOTUBE SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR - L J L 12 12 ® ® Q UPON 24/A-4 12" DEEP P. GONG. FOOTING AS PER ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER - �- '1A (3) I.75" 11.815" 2.OE LVL DRP. 61RDER DETAIL 6/A-401. ENCOUNTERED. - - - P " DEEP P. GONG. CONTINUOUS fi°DOTING AS PER DETAILS 6/A-401 t a/A-401 (TYPJ 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. - _ - - - _ _ _ AS PE TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4• ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT O REO.'D TO ACCOMMODATE GARAGE DOOR CLOSURE 8 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GODS. . a DWELLING ENTRY VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED CARBON STEEL A5TMA615 GRADE 60. WWM FOR 5LA55 DO NOT d r u IL X TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: - SG O \ 10 NEED TO BE EPDXY COATED. I • 2'xb P.T. SILL PLATE w/COPPER TERMITE SHIELD 8 SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHE 4 • ANCHOR BOLTS AS PER PAGE 6-003 SHALL BE STA66ERED. 12 z 12 L _ _ _ _ ° _ _ _ - a - - -- _- _ - - - 4B 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS _ J • P. GONG. FOUND. WALL AS PER DETAILS a/A-401 ® - - (3) 1."i5 xII.e, IOE LVL D(ZP. RDE 0 48 _ _ N U1 BASEMENT, DETAIL 6/A-401 ® GRAWLSPAGE, d DETAIL 7• PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN (3) I.'15"xIi.815" 2.OE LV DRP. GIRDER in p I Q I Q "7/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, J - - _ _ - _ - _ - - - - - _ - - - - - - • P. GONG. FTC. AS PER DETAILS) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. - - - - - --- - -- - �LZ q O V, • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR " • B.O. FOOTING 3'-0" BELOW 6RADi- MIN. 6. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD WE16HT 10'-6" I I'-6' �� _/ ® Lu -- - - - -- • I/2" EXPANSION JOINT ® PERIMETE:R OF SLAB (WHEN CONCRETE. ( I I z -7 -7 APPLICABLE) tL IL • AIR ENTRAIN P. GONG. FOR PORU4ES / PATIOS / J � I N STOOPS (WHEN APPLICABLE) CONCETE - GOLD WEATHER POURING $ CONCRETE MIXTURE O O • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET O O I Q Q 0 FOR HEIGHT OF WALL b SLAB (WHEN APPLICABLE) R' I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF � O a I II NEW ATTIC, ACCESS - FULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE O 3 F I 6G 1. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 4B 45 F13 O 0 4B w 2.SIZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22"x30") 0 `j � � - - -- - - - - - - - - - -- - -- -- --- - - - - - - - - a3 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL 8E BY OTHERS. = N u� V ►� u� �? 3,DBL, FRAMING WHEN NEW OPENING,U.O.N. - • ;' p- O O �' I � � O O - . . .. .. '° Z 4.WEATHERSTRIP ACCESS OPENING $ PROVIDER 49 X Q (x _ in = 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL O �p p tL t' �p r ( 5 INSULATION ABOVE w/ HID. FR. (OR. EQJ BAFFLE OR Z (L CONFORM TO AGI 506. _ _ ° RETAINER TO PREVENT INSULATION FROM ENTERING F_- - - 0 tu al - ® - ® - - - - - - - - - --- - -- - - - - - - - - - 0 DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 w p 3 X vfi O (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE 4. 15UR AGES NO E FROZEN GRO SHALL UND MAY BE REMOVED OR HEATED TOTE BE PLACED ON FROZEN 6ROUND / u z z z „ THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. gG -I I 5. INSTALL AS PER MANU. 5PEC.'s m (A o w 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. Q Q Q H 0 Q 12 BEAM POCKET (TYPJ REMOVE A5 REQ D. w pp D_ 6. THE USE OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE a TYPICAL GL05ED FOUNDATION PERMITTED WHEN NECESSARY. ( 12 I ( I I 12 - - ►_ O13 ® PORCHES / PAT105: L) Z n_ 1. SEE NOTED DETAILS -1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER 68 6B 6B 6B 68 - _- 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:46 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - -� F_ l F_ - -� �- - r - - FROM BUILDING (3) I.-15 xm.6-15 2.OE LV DRP. GIRD (31 I.'15"xIIb-f5 2.OE LVL DRP. 61RDER 3. FOR 5LA55 A5UTTIN6 FRAMING, INSTALL COPPER 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. - - - - - - - - - - (3) L-f5"x11.675" 2.OE LVL DRP. GIRDER FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, _ (V N I BED ALL FLASHING IN ASPHALTIC MASTIC Q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE - - - L -- - - -Iuj 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 F- e-1 BE DOWELED w/ #5 ® 6" O.G. VERTICAL TO EA. OTHER (ASTM C4a4/G4C14M, TYPES G AND E). 10-3 10 5 I 10 5 10 5 10'-5' 10 3' +� O 0 c N �Q z - o .-1 d TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL - 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. �p O __ PROJECT: EXTENDED FRAMING TO ROOF R'.AFTERS: II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED r' p v TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS O 0 tt m 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR REACHED A COMPRESSIVE 5TRENOTH OF 600 PSI. I a tn HEADER (BELOW) TO R.R(ABOVE). _ ® LA U R E L AV E N U E 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. 4B LOT 2 45 F- 0 � ' r- • - -� p lu - ® - - - -- - - - - --10 --- - SOIL BEARING CAPACITY NOTE: o 2215 LAUREL AVENUE STRUCTURAL DE516N OF FOOTINC75 ASSUMES A SOIL r- BEARING CAPACITY OF LO TON/S.F. I I SOUTHOLD, N.Y. 11971 Q A - N ®26XOGF.u. 4B 4B 6G DRAWING TITLE:_- - - - PROPOSED STRUCTURAL PLAN - - - - - - - - - •. ° LVL"DRP. GI �R - � - - - - - -- - - " °; 45 45 o I 13 G PAGE: �� "1A B - - - - -- - -- - 10 - -- - - - - - - - 48 'IA u 1 SG 48 ,B 'TA ?B 'IB TB _ JPL 0 0 1 - - - '7 A - - - - - - - - - - - - - - - - - - - - - - - -� In L J L _J •t �. L J L - - - - - - - - - - - - - - - _- - - _ - -_ - _ -__ _ - _ _ _ __=_ _ _ __= DATE: 12/10/24 13 OF16 fi=R0f=05E1� FOUNDA71 ON 57RUGTURAL PLAN .b SCALE: 1/4" I' O" + e I I I - � "\ L71 a �' \ EN SPACE PARCEL I f � o OP P EN, W cB CM PROPOSED SPLIT RAIL FENCE TO EL.-26.g3' 0� EL.=24.86' BE MAINTAINED BY 5OUTHOLD TOWN V N1405510W - '- i O 156.22f=A� ��' c9 o o---o- - ""GiG0.E�K O rr .� t 0.� - e : L r ---- --- - -QQ I ,Q PROJECT LOCATION &SCOPE x c\I _ _ \ - - - - - - - - - - - - - ` PF SITE PLAN & ZONING DATA _c O POOL EQUIPMENT m , 9 CV Lt7 cu U) ry ENERGY TABLE N - _ • z \ PROPO5EDD OINITE -i 50% AREA OF �LO TO - - - STRUCTURAL DESIGN CHARTS W \\IN-GROUND SWIMMING - - \ r _ _ REMl�IN, AS P,�R_COVENA,NT- ` PROP. POOL \ POOL \ \ o r - ANCHOR BOLT, r � RESTRICTIONS DATED C-7-OO�J,OQ HOEDOWN, DRYWELL - - \ \ \ - I 5TH OF MARCH 2�p25 .�. \\" STRAPPING & NAILING DETAILS \\ \ \\\ _ _ _ ...!_J FASTENING SCHEDULE FRAMING GRAPHICS 1 �N• -\ BEAM CONNECTION PATTERNS -� M PROP 1 - - _ - - - _ - _ r - ���G PROP. STONE PATIO REAR YARD 5E7E3A,'K °W'i - LOCKING DETAILS " FIREB • - 8�� FROM GRADE; _ - °- - - - - - - - - - _. _ _ .� Y-.���_���� ��. - Q�,Q �� PROPOSED FOUNDATION PLAN - . C) R�40 t' Q�/ L_ 1 _ _ _ _ - 4' HIOH POOL FENCE AS r p w i GL i \ \ _ _ .� ¢ - ._ \ �' ._ \ •PER WrS CODE; PRO\/. \ \ ¢ Q - ., i \ _ _ _ _ _ _ _ _ _ LCOA71 ON MAC 5ELF-LATGHINO A- 102 .01 PROPOSED FIRST FLOOR PLAN � 5ELF-CLO51 NO GATE - - / z i - - - - - - �.,y - - (D SCALE: NTS PROP. - - - - - -I r BURIED WORM pL ---1 I- PROPANE u) \ � � -- - �el--- =- � -- I- _ l7 RO� �� ��0 -201 QI PROPOSED EXTERIOR ELEVATIONS uj \\\\\\\l&N \ \ \ . o FROF105ED 51 NOLE FAMILY RE51 DENGE APPROX. 460 �� - _ I I1) - 0. -- \ - � LINEAR FEET OF - - - - I _ _ O 3 �ROP05�D I OV�lTS -�Q� ,Q PROPOSED EXTERIOR ELEVATIONS FENC I NO _ PROPOSED DWELL I NO - �' NOT PART OF TH15 . _ r FILING FRO,IEr-..,,7 DATA : A-50 ,Q I BUILDING SECTIONS N. 6 PROJECT / ZONING DATA TAX MAP # 1000-55-06-36.2 Q 2.Q 0 0 - - - \ _ - - - - \ _ -_-- - --- - -------� {`BUiLDiNG-SECfiONS I � ZONING DISTRICT R-80 NON-CONFORMING PROP. STONE - - \_ WALKWAY ® GRADE - LOT AREA \ --�� - 0.8 ACRES - -I` 03 Z I I - - - SUFFOLK COUNTY HD APPROVAL R-23-1834 3 BEDROOM -�-Q I ,®Q DESIGN DETAILS g PROF'. 1 - 0 T - -OWN GO PROPOSED `280-2 PROPOSE N 0 FLOOR AREAS PER SOUTHOLD T D 5E75AGK _ _ �- HABITABLE 6R0S5 o \ m _ _� -- --, (v I} - SPACE I AREA - m W 11> A-�1.02.00 DESIGN DETAILS N N IR IW PROPOSED - FIRST FLOOR AREA J 3,210.0 S.F. 3,'163 5.F. �- o a PROP. PROP. - - I I ASPHALT _ d - ---- - - - -._._---- _-_ __ - uj Z m o - I I v - - DRIVEWAY --- 5 AREA TOTALS 1i 3,210.0 S.F. 3,763 S.F. o - u� I I� - PROPOSED STRUCTURAL -- -- -- _ _ _ _ _ _ _ _ - - - - - - - - - - - - - J - - - - - - - 5- I O i .O I ^ PR UCTUR PLANS - - --� �- Z I a I w Z SOUTHOLD TOWN CODE 280-20-i (A)(1) . _ _ _ - - _ - _ - _ _ _ I I p _ _ � -- - --- - - - -- - --- - ---- ALLOWABLI= - --- - -TOTAL -- N - -- -- --- ��_ _ _ - LOT SIZE / AREA IN I - ---, - ---�-_--- -J � (� - 36 177.0 S.F. 6177.0 04 S.F. I Z EXCESS OF 50,000 GFA GFA V w m o = --_--=J ---_-- _� -- - _ (d) LOTS CONTAINING UP TO 5,100 S.F. _-- _-- . ._ _ _ . . . . - _ _ . . . . . _ _ _ _ . . . _ . --____ __ �j- I Q� ,0 I PROPOSED STRUCTURAL PLANS o c' 40,000 S.F. _ p MAX. • ALLOWABLE S.F. / PLUS I Iul PROJECT: S LOT AREA 50.0 5.F. 463.3 S.F. 13.3 S.F. 5,165 SF. 7 OF EXCESS 4,3 4,8 3 7 i OVER 30,000 _ _ . . . _ LA U R E L AV E N U E I ®�J.® I PROPOSED STRUCTURAL PLANS LOT GOV'ERAOE .� ____ .��� __ � • I _ �� � s_SOUTHOLD TOWN GODS 280-124 (B) LOT 2 514°35'10"E i I � 205.56' EL.=2-7.21' b EL.=2-1.I' IV� DESCRIPTION (FOOTPRINT) AREA COVELOT RAGE - - J-- _-- --- - --_J-------- - - ---JI _ _ _ _ _ :_. _ _ . �TOTAL LOT AREA 36,17-r.o s.F. - I O I .00 DWV/ WATER SUPPLY RISER 2215 LAUREL AVENUE _- _ - SOUTHOLD N.Y. 11971 PROPOE-ED DWELLING 4,266.0 S.F. I GAS RISER EXI5TIN0 WATER MAIN - ----- ------------------------------------------------------------------------------------------------------------ PROPOSED INGROUND POOL 800.o S.F. 2.2% DRAWING TITLE: TOTAL AREA OF ALL STRUCTURES 5066.0 S.F. 14.0% �- U �- U _ PROJECT LOCATION & SCOPE MAXIMUM LOT COVERAGE ALLOWED: 203b SITE PLAN & ZONING DATA ----- ----5 I-T--E FLAN---- ZONING REGULA7ION5 MAIN BUILDING SCALE: I" = IS'-O° SOUTHOLD TOWN CODE 280-14 & TOWN BOARD REGULATIONS DEC 1 PAGE: -_ - COMP IE5 orlil0 0CLEARING RESTRICTIONS AS PER DECLARATION OF COVENANTS AND AREA. AT THE TIME THIS SUBDIVISION WAS APPROVED, THE NORTHERN CLEARED AREA CONFORMS TO THE APPROVED CLEARING ----- --- -- -_- _- - - _-__- = _-_-__=-__ - _ -_='- ---- ---- J ■ RESTRICTIONS; DECLARATION MADE 5TH DAY OF MAY 2025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRICTIONS. MIN. FRONT YARD 50.0' 66.5' YES APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED BY THE US ENDANGERED SPECIES ACT. THE TIME OF -1. AT ANY TIME, IN PERPETUITY, IN THE EVENT THAT A LOT IS CLEARED _ THE AREAS MUST r----- `-_- - --- -- MIN. 51DE YARD 20.0' 37A, \ YES W I. THE TIMING AND METHODOLOGY FOR CLEARING MUST FOLLO THE DEC. BE RE-VEGETATED BY THE LOT OWNER ACCORDING TO A DATE: 12/10/24 1 OF 16 YEAR WHEN CLEARING 15 PERMITTED BE LIMITED B T S BO I'7 THE OD PERM 55 B T, - - -- -- �- --z �-�_ _----- SOUTHOLD TOWN PLANNING BOARD'S "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT THIS LOCATION MAY NOT OCCUR RE-VEGETATION PLAN REVIEWED AND APPROVED IN WRITING BY THE I MIN.yOMBINED EASTERN/WOODLAND BOX TURTLE CONSERVATION DURING BETWEEN MARCH I AND NOVEMBER 30 OF ANY CALENDAR YEAR. PLANNING BOARD. ANY WORK BEING CONDUCTED ON THE SITE AT THE �SI15E YARDS O.O' 6 5' YES CONSTRUCTION", ON FILE WITH THE SOUTHOLD TOWN PLANNING 3. NO CLEARING OR GRADING 15 PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-CLEARING IS DISCOVERED, INCLUDING INTERIOR ---- - _ - =__- -__=_-- - -_- __- ��_ DRAINAGE SYSTEM INSTALLATION NOTES: DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS CLEARING STATED IN FILED COVENANTS AND RESTRICTIONS AND CONSTRUCTION, WILL BE STOPPED UNTIL THE SITE 15 RE-VEGETATED MIN. REAR YARD 60.0' -70.1' YES \ A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 4 SHOWN IN CLEARING CHART 50Y LIMIT ACCORDING TO THE RE-VEGETATION PLAN. IF THE 5EA50N DOES NOT - - ---�/I THE WOODLAND BOX TURTLE, AKA THE EASTERN BOX TURTLE, WAS ( ) t---�- - --- f��\_��- _\ �`�\\�__-.- - ' WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC LISTED BY THE NEW YORK STATE`. DEC, AS A SPECIES OF SPECIAL 4. EXISTING NATIVE VEGETATION INCLUDING GROUNDGOVER, SHRUBS PERMIT REPLANTING IMMEDIATELY, WORK MAY CONTINUE AFTER A MAXIMUM HEIGHT 55.0' 25.1' YES COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE ,. CONCERN. THI5 PROTOCOL LIMITS THE TIME OF YEAR CLEARING IS AND TREES, SHALL BE PRESERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARANTEE IS PROVIDED IN THE AMOUNT IT WOULD _- _____ = l�_-_- _ EDGE OF ALL FOUNDATION WALLS ;'`>�� ,� a'•> �, SITE' LAYOUT NOTES: ALLOWED BASED ON THE BIOLOGY OF THE PROTECTED SPECIES. IT OF PERMISSIBLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND COST TO FULLY IMPLEMENT THE APPROVED RE-VEGETATION PLAN. A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELL5 4 ALSO PROVIDES CERTAIN PROGEDURE5 THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED I. THI5 IS AN ARCHITECTS SITE PLAN IS CONCRETE SLABS AND PROPERTY LINES SUBJECT TO VERIFICATION BY A LICENSED •" :" :"t` ' PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION o CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL I.I. ANY CLEARING AT THE 51TE SCHEDULED FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL LOT GLE.P�RINO - 50/o MAX. AS PER SOUTHOLD TOWN SURVEYOR. THE INFORMATION NOVEMBER 15 OF ANY CALENDAR YEAR WILL BE PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE BOARD PLANNING APPROVAL REPRESENTED ON THI5 SITE PLAN 15 TO THE ARCHITECTS BEST OF KNOWLEDGE. WILDLIFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. - THE SOUTHOLD TOWN PLANNING BOARD'5 PROTOCOL 5. PRIOR TO ANY CLEARING OR GRADING, THE CLEARING LIMITS AND P LOT SIZE - 36,177.0 S.F. 2. INFORMATION WAS OBTAINED FROM PROPOSED ROOF COVERAGE - 5 072 S.F. ,.. 2. PRIOR TO ANY CLEARING OR GRADING, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY STAKED ON SITE AND INSPECTED BY DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: � _ ., _. :. - •. SURVEY DATED NOVEMBER 6 2023 AND PROVIDE CORRESPONDENCE FROM THE NEW YORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE - - -- - ----_�_ -- --=r-.._-.__.._. --- ---- - --- -- - l PREPARED BY: PROPOSED ASPHALT DRIVEWAY COVERAGE = 2200 S.F. _ DEPARTMENT OF ENVIRONMENTAL_ CONSERVATION (NYSDEC) COVENANTS AND THE SUBDIVISION MAP. 50`3b OF LOT REQUIRED TO REMAIN 18,088.5 S.F. J = 2 TOTAL IMPERVIOUS COVERAGE "7 '12 S.F. REGIONAL OFFICE WITH A DETERMINATION ABOUT WHETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION, THE _ _ _ -II._ h CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER YOUNG ASSOCIATES 7272 S.F. x 2" RAINFALL EVENT = 1212 G.F. STORAGE REQ.'D AREA OF PROPOSED CLEARING 18005.0 SF THE NORTHERN LONG-EARED BATS THAT MAY BE P RIV 05TRANDE.1 AVENUE RESENT IN THIS BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE , . . RIVERHEAD, N.Y. II101 (I) 8'(P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH TOTAL AREA OF LOT TO REMAIN l 18,172.0 S.F. (5) vo x 10' DEEP D.W. PROPOSED = 1266.6 G.F. STORAGE PROVIDED I i 0 E N E FzA SEE SITE PLAN FOR --- PROPANE TANK _ EXI5TINGG TO BE DEMOLISHED NEW PARTIAL HEIGHTCL WOOD FRAME (L.O. 5TL. OGATIONI < EXISTING TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL i W NEW WOOD FRAME: (L.O. � 1 W 5TL. WHEN APPL I G ABLE) O f i i w 'J O NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL �- -- Q '~ WOOD FRAME (L.O. 5TL. R P05T FOR 4" WALLS I = O WHEN APPLICABLE'_) (MIN. (2) 2"xb" STRUCTURAL 6 p POST FOR b" WALLS), U.O.N. - O NEW 2-HR FIRE RATED '�� Q }: C9 WOOD FRAME (L.C3. 5TL. 81'-2" O C (V z O WHEN APPLICABLE) a. '� Y d L) r- 4 4 X FOUNDATION PLAN NOTES - - - - - - - - - - -i O 4-J CO A5 PER COVENANTS 4 RE5TRIOTION5 DATED 5TH I a 0a: � 0 OF MARCH 2O25: I. ALL UTILITIES, INGLUDINO BUT NOT LIMITED TO 3 ELECTRIC, OAS,TELEPHONE, GABLE AND WATER, MUST BE LOCATED UNDERGROUND P 2. UNDERGROUND STORAGE TANK5 ARE PROHIBITED, EXCEPT TH05E WITH SPILL,OVERFILL AND BURIED PROPANE LINE CIORRO51ON PROTECTION RE_QUIREMEN75 IN PLACE \\ PROVIDE (I) NEW FURNACES_ - - - - - - - J O I. UNIT BY "RHEEM" OR APPROtirED EQUAL 2.PROVIDE 5-TON UNIT FOR 151' FLOOR "ZONE 1" 4 "ZONE :2";UNIT LOCATED IN BASEMENT .��J 3.VENT THROUGH WALL 4.F.A.I. THROUH WALL U 5. INSTALL AS PER MANU. SPECS. • d M NEW MECH. AREA: -' W o O I. INSTALL ALL INDICATED EQUIPMENT A5 PER MANU. SPEG.'s 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MEG4ANICAL UNITS AS PER NYS MG 506.1 r A �/ENTING CLEARANCES 3.MAINTAIN ALL APPLICABLE REQUIRED PER NY5 MG &04. 4.IF APPLICABLE, DISCONNECT,, REROUTE, 4 RECONNECT EQUIPMENT TO EXIST. PIPING A5 REO.V. �r!= U i TYPICAL MECHANICAL AREA NOTES: r r r fi d z I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. B ® ® `/ "DUROGK" (OR EQUAL) - - - - - - - , --- 2. FOR ND. FR. WALLS - PROVIDE (1) LAYER OF 5/8" - TYPE "X" GYP. BD. UL U305 (OMIT ON GONG. WALLS) • . O m O W 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. _ - --- - Q SPEC.'S AND AS PER NY5 MECH. AND FUEL OAS CODE - - - - - - - - - - - - - - - - - - HHEN EXIST., MECH. IP. SHALL RIFIED 4 T CONFORMS TO NY5 MMECH. AND BFUELEOAS GODS T 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE L FRESH AIR INTAKE FROM EXTERIOR6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL -EMER6ENGY SHUT OFF SWITCH-1. FOR 6A5 SERVICE,PROVIDE: 6A5 SHUT OFF 5WITCH8. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER CLEARANCES AS PER CODE a. PROVIDE 3" FLOOR DRAIN If° REQ'D BY EQUIPMENT 4 � �CONNECT TO SANITARY SYSTEM AS PER NY5 OmPLUMBING CODE10.APPLIANCES JOINED THROUC�F+ A COMMON NATURAL - - - - - - - - - - - - - - -- -- - -- - -- -- -- -- --- - -- - - -� • DRAFT VENTIN6 SYSTEM SHALL COMPLY WITH ALL SECTIONS OF 2020 NYS RC 62421. J i UNDER-FLOOR AREA VENT- O3 NEW VENT H/ MIN. I S.F. NET VENTILATION OPENING PER a 2020 IRG R405; INSTALL AS PER MANU. SPEC'S WITHIN A-4o 2 A-401 3'-0" OF BUILDING CORNERS I FREEZE PROOF H05E BIB: 4 FASTENED H/ MASONRY ANCHORS (PRECISE O ° UNDER-FLOOR - LOCATION T.B.D. IN FIELD - CONSULT H/OWNER) 25-10 : ' p N VENTILATION z ELECTRICAL PANEL.: � - - - - - - - - - - - - - - O FLOOR O ALL INSTALLATION AS ICAL PER NYE�ELE EL LOCATION; GORE. • m m AREA 28a8 S.F. • 9b REa. S.F. PROV. _ _ W BURIED PROPANE TANK: O6 I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK VENT z 2.INSTALL AS PER MAU. SPEG.'5 REQ,D 1a.3 S.F. 33.o S.F. m g 3.INSTALL MIN. 10'-0" FROM DVIELLINO, SANITARY 4 STORM ` PROPOSED BASEMENT Z a WATER STRUCTURES, 4 BURIED UTILITY LINES;REFER TO UNFINISHED;UNCONDITIONED SPACE p - - 0 51TE PLAN FOR INSTALLATION LOCATION. I N O OWATER HEATER a'-o" CL6. \\ �n o NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. HCHT. m U. PROPANE1. VENT k4A7ER HEATER R (OR APPROVED EQUAL). - Q 2.F.A.I. THROUGH WALL. 9- I m - - �- ~ W m d 5.INSTALL PER MANU. SPEC.'S cV - r� �� - - - L O J - DOOR NOTE - O I O I O O O -� I_ O Q QQ z a I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY JELD-WEN (OF. EQUAL). a ei 2.INSTALL LLED OUT ON PLANSEBYE'T EXTERIOR �I DERSEN'(OR EQUAL). ( m A-402 -1�NEV4 DOOR - 3 PROPOSED;SEE DENOTE DOES NOT S NATIOCATE /�SH4 DOOR SCHEDULE. � ® . . \-PROPOSED GARAGE SLAB -' 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR r ® - _ _- w CH o WALLS, U.O.N. -Fri N F- r i .-I 5. INSTALL AS PER MANU SPEC.'S ---�m O o vq 6.PROVIDE (2) VxIO" HDR., U.O.N. -1. SEE PAGE 6-003 FOR ALL OTHER FRAMING J_° PROJECT: ELEMENTS AROUND DOORS r-rP. FOR ALL) U.O.N. - WINDOW NOTE: O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN • ° CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). • 8 � � LA U 1 \E L A V E 1�U E INSTALL AS PER MANU. SPEC.'S. U j 2.NOTE DOES NOT INDICATE EACH NEW'WINDOW PROPOSED; -- - LOT 2 SEE DE516NATION5 4 WINDOhI SCHEDULE. ` - - - - - - - - - - - - 3.FOR SUBSTITUTIONS, SEE NOTE #a IN CLASS WINDOWS - AND DOORS" ON PAGE 6-002. 002 d 4.ALL CASEMENT WINDOWS TO HAVE 5TRAICHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH - - - - 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 2215 LAUREL AVENUE 61. FOR ALL SWN61N6,BL,ID11N6T4 BI OPERABLE DOORS PANELS OF n'-5" I n SOUTHOLD, N.Y. 11971 6.2. WITHINIB" OF F.F. ' 3'6 - - - - - -- -- - - - - - - - - 6.3. WITHIN 24" OF A DOOR m - - 6.4. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING • • ' 6.5. WITHIN TUB/SHOWER ENCLOSURES W. ' ' ' DRAWING TITLE: 6.6. SEE AL50 GENERAL NOTES ON PAGE C-002 -- -1. SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND VENT J PROPOSED STONE PORCH ABOVE PROPOSED FOUNDATION PLAN WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM - -- - - -- - - - - (2) 2"xIO" HEADER U.O.N. F.A.I. 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 in O 5 A 4" ABOVE F.F. THAT ARE MORE THAN-72" 3 �D LE5 THAN 2 AB � I 7 5 ABOVE GRADE OR THE ADJACENT SURFACE AT THE 8 BUILDIN6EXTERIOR. '• 2 . . °• � - - - - - - - - - - - -- - -- ---- - - - - - � EORE55 NOTE: , IN COMPLIANCE WITH NEW YORK STATE BUILDING _ _ _ _ _I •'° • PAGE: CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF _ -� �. J�- - - - - � - - -- - - - - - - E6RE55 SHALL BE FOLLOWED: � � - - - - - - - - - - - - - - - - - II FI APIL NET CLEAR OPENINIS........... 5.-1 S.F. t" '• L J J i_ P . ° . - - - - NET CLEAR HEIGHT............... 24" P�fINIMUM L - - IO - - - - - - - - - - - - - - - - - - - - - - - - - - - A-1011001 NET CLEAR WIDTH................. 20" MINIMUM _J I I'-l" DATE: 12/10/24 5 OF 16 d SEPTIC CONNECTION (3 tc WATER SERVICE LINE ELECTRIC SERVICE LINE c FROFOSEI� FOUNDATION PLAN 4 �. 5GALE: 14" = P-0" SEE FADE A-501 FOR I$ BOOR SGHEDULE - 1 OE I ERAL NATURAL LIGHT VENTILATION D (HABITABLE SPACE) iu �'p rj FLOOR AREA 52-T S.F. D NEW PARTIAL HEIGHT 0 <�ul �u _ EXISTING TO BE C>EMOLISHED WOOD FRAME (L.G. 57L. 5.F. REG. S.F. PROV. Q WHEN APPLICABLE) 26.2 S.F. loo.b S.F. EXISTING TO REMAIN LIGHTING;MIN. 8% O NEW WOOD FRAME° (L.C. F- NEW FOUNDATION WALL OF FLOOR AREA W VENTILATION;MIN. 5TL. WHEN APPLICABLE) 4% OF FLOOR AREA 15.1 S.F. 6q.5 S.F. J ? M NEW I-HR FIRE RATED MIN. (2) Vx:4" STRUCTURAL 81-2 Q s � N WOOD FRAME (L.0. 5TL. © POST FOR 4" WALLS 23 O" 33'-q" 24'_5" = b7 WHEN APPLGGABLI°) (MIN. (2) 2"x&" STRUCTURAL Ln O POST FOR b" WALLS), U.O.N. A A A - - C09 ..,..f NEW 2-HR FIRE RATED - --- -.-- --- i r WOOD FRAME (L.0. 5TL. O O N Z O WHEN APPLIGABLE=) p d •� Lf) Y _ J FLOOR PLAN NOTES NATURAL LIGHT VENTILATION 0 0 XO 4- (HABITABLE 1 SPACE) O _c O m •{-+ .- DOOR NOTE- A/C CONDENSERS: N 4✓ 4� LIB Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE(1)NEW 4-TON A/G CONDENSER BY"RHEEM" (V � N O C6 ON PLANS BY QELD-WEN'(OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 / 2 NATURAL LIGHT & VENTILATION FLOOR AREA cl ! S.F. 0 C 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.INSTALL AS PER MANUFACTURER SPECS. _ Q r- G O ON PLANS BY'THERMATRU','ANDERSEN'(QIe EQUAL). 5.INSTALL UPON LEVEL GROUND d PROVIDE GROUND (HABITABLE SPACE) 111 5.NOTE DOES NOT INDICATE EACH NEW DOO2 SURFACE(GONG.PAD OR OTHER)w/WEIGHT RATING S.F. REG. S.F. PROV. f PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF 4.PLACE DOORS 4"MIN.FROM PERPENDICULAR CONDENSER. FLOOR AREA 248 S.F. LIGHTING;MIN. 8% Z WALLS,U.O.N. 4.ALWAYS LOCATE CONDENSER 10'MIN.FROM ANY GAS le>.2 S.F. 15q.0 5.F. f 5.INSTALL AS PER MANU 5PEC.'a APPLIANCE,AND AT LEAST 5'FROM WINDOWS/DOOR5 OF FLOOR AREA ALK-IN y 6.PROVIDE(2)XxIO"HDR.,U.O.N. WHENEVER POSSIBLE. S.F. REQ. S.F. PROV. n l CLOSET - ?.SEE PAGE 6-005 FOR ALL OTHER FRAMING VENTILATION;MIN. 3q.1 S.F. _rb.2 S.F. 103 -IS S.F. W ELEMENTS AROUND DOORS(TYP.FOR ALL)U.O.N. STAIR 1 RAILING NOTE, LIGHTING;MIN. 8% 14% OF FLOOR AREA BEDROOM ( OO ELECTRICAL METER: OF FLOOR AREA Iq.B S.F. 36.3 S.F. 527 SF I. ALL NEW STAIRS SHALL HAVE MAX.6-1/4"RI / MIN.10" 12 INSTALL NE3N ELEC.METER A5 PER NY5 MECH.CODE,d Tr-RISERS SHALL 15 CLOSED VENTILATION;MIN. ' 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL UTILITY CO.STANDARDS q.q S.F. 15.1 S.F, t- NOT EXCEED THE SMALLEST BY MORE THAN 1". 4% OF FLOOR AREA - 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b-8. IB NEH 4"x5"ALUM.DOWNSPOUT(TYP) WHITE 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS (7� 4.2. BELLO EHANDRAIL,RA CLEAR AIILL ON ONE HANDRAILS, IDE- 51.5"MIN. ry J 8 U • 45. BELOW HANDRAIL,RAILS ON BOTH SIDES: 2T"MIN. 14 NEW LAUNDRY GLOSET/ROOM. N I. NEW WASH/DRY HOOK UP b N ^ `5. HANDRAILS SHALL BE PROVIDED ON NOT'LE55 THAN 2,COORDINATE LAUND.ROOM 1 DOOR DIM.b 2I'-IO° 33-2 _ l ' ) ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING FOUR w/SIZE OF EQUIP. OR MORE RISERS,AND WHERE SHOWN ON PLANS. W 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPE:W-SIDED 5.PROVIDE HOOK UPS AS REQ'S PER MAW. I I" I5'-b" I5'-8° WALKING SURFACES LOCATED MORE THAN EEO"ABOVE 11b � m R EXHAUST NOTE: - - - - - - - - - - -- -- - - - FINI5HED FLOOR OR GRADE,4 WHERE SHOWN ON PLANS. D YER E -I. 42"HIGH GUARDRAIL 1 SPINDLE 5PAGIN6 NOT TO I. DUCT SHALL TERMINATE TO EXTERIOR A A - ALLOW PASSAGE OF A 4"0 5PHER-E;56"H16H 2.DUCT SHALL TERMINATE MIN.V-O"FROM ANY U ■ OPENIN65 u n u u u HANDRAIL d SPINDLE SPACING NOT TO ALLOW 3--I 5'-10 3-6 I- 3-� 15 - - FEll PASSA6E OF A 4"0 SPHERE. 5.DLCT SIZE AS PER MAW. 17'-S° b'-5° tT 4.DLGT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 104 " I I-I I I'-3" G I B. 6RIPPABLE RAIL AS PER GODS. IO-3 _ q. RAILING d TREADS TO BE WOOD 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - n1 CONSTRUCTION.FLEXIBLE TRANSITION DUCTS USED TO - - U CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM -- - ® SHALL BE LIMITED TO 51NSLE LENGTHS,NOT TO - • - WOOD TREADS,RISERS 4 TOPRAIL 4 SPINDLES EXCEED 6 FEET AND SHALL BE LISTED AND LABELED Ilq IN ACCORDANCE WITH UL 2158A. PATIO ® O l0'-4" 6.EXHAUST DUCTS SHALL BE MIN 0.016"THK RI61D GRADE m 6 /r OSMOKE DETECTOR/GO DETECTOR NO 7-5: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I13 _ ((SO\/ERE 5 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RUNNING IN THE DIRECTION OF AIR FLOW.EXHAUST 4 - V J SMOKE/CARBON MONOXIDE COMBINATION DETECTOR PLOTS SHALL NOT BE CONNECTED WITH SHEET-METAL 4,-p„ O WALK-IN ® O -_ HARD WIRED TO EACH OTHER w/BATTERY'BACKUP. SCREWS 0 00 2.INTERCONNECTION BETWEEN NEW 1 EXISTING DEVICES ?.MAX.LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CLOSET 5 `� _ SHALL NOT BE REQUIRED WHERE EXISTING ALARMS LOCATION TO THE WALL OR ROOF TERMINATION.THE q" q �� 5q S.F. ;p Q ARE NOT INTERCONNECTED,AS PER NY5 R314.4. MAX.LENGTH OF THE DUCT SHALL BE REDUCED 2S q 5.PROVIDE SMOKE;/GO DETECTORS AS INDICATED,AND FEET FOR EACH 45°BEND AND 5 FEET FOR EACH q0° �I'-b" - BATHROOM I PER 6ENERAL ELECTRICAL NOTES ON PAGE C-002. BEND.THE MAX.LEN6TH OF THE EXHAUST DUCT DOES Q 6 H 6 N 0 4.SMOKE/GO DETECTORS TO MAINTAIN 5'MIN. NOT INCLUDE THE TRANSITION DUCT. I O 8'-b" q'-II° 1O2 - ry (Ib 162 S.F. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUGT5 _ d OPELLN65 TO BATHROOMS w/SHOWIER CR TUB. _ - ---- --.----`-.---------� \ _ _ 5.INSTALL ALL AS PER MAW.SPEG.'a THERMOSTAT: - O 0 b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 15 _ = 55 S.F. D� - 5M/GO Ip-6 " ' O I. PROVIDE THERMOSTAT FOR(U ZONES: Vl G OSET 4-11 N IN COMPLIANCE WITH LOCAL GODS i • -ZONE I: FIRST FLOOR d' -ZONE 2. MASTER BEDROOM WINDOW NOTE: ® 1, O O 2. H.O. F. SELECT MODEL INSTALL AS PER11 - T, I. ALL NEW WINDOWS d DOORS SHALL BE A�IDERSEN ' BEDROOM 2 CASEMENT,DOUBLE-HUNG,OR 6LIDIN6(AS NOTED). MANUF.SPECS DN. 7S' _0 I20 �I 1 248 S.F. 6_b 4'-7" INSTALL AS PER MAW.SPEG.S. 2.NOTE DOES NOT INDICATE EACH NE:W WINDOW PROPOSED; ttl SEE DESIGNATIONS/ WINDOW SCHEDULE. IB NEW CAS FIREPLACE INSERT.CONNECT AS PER 5.FOR SUBSTITUTIONS,SEE NOTE 04 IN"GLASS WINDOWS MANUFACTURER'S SPECIFICATIONS AND NY5 STATE 1r,:_-�" Q„ _ Vxb' BUILT-IN MUDROOM AND DOORS"ON PACE 6-002. MECHANICAL CODE;PROVIDE ALL NECESSARY _ LAUNDRY 63 5.F. 14 m 6 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HIN6E. VENTING. " - - 5.ALL DOUBLE HUNG WINDOWS TO BE TILT W45H 2_7 CENTER ISLAND O __ CLOSET n BETWEEN TRUSS 6.IN GENERAL,TEMP.6L.SHALL BE PROVIDED: \ 6 6.1. FOR ALL 5KYLICHTS d OPERABLE PANELS OF - o IRRIGATION.LANDSCAPING AND FERTILIZER L RR ABOVE T SWINGING,SLIDING,1 BIFOLD DOORS _ Ln = 62. WITHIN 16"OF F.F. RESTRICTIONS AS PER COVENANTS 1 RESTRICTIONS VENT DRYER i - 65. WITHIN 24"OF A DOOR DATED 5TH MARCH 2O25: I THROUGH ROOF Q I (V Q 6.4. WITHIN STAIRWAYS d WITHIN 56'OF'A LANDING „ I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT 6.5. WITHIN TUB/SHOWER ENCLOSURES OVER-WATERING �° 1 - 6.b. SEE ALSO 6ENERAL NOTES ON PAGE 6-002 O KITCHEN 2.THE USE OF SYNTHETIC FERTILIZERS,HERBICIDES OR �Y T.SEE PAGE 6-003 FOR F RAMIN6 ELEMENT'S AROUND PESTICIDES 15 PROHIBITED - - WINDOWS(TYP.FOR ALL)U.O.N.,PROVIDE AT A MINIMUM 3 2?2 S.F. Q 5.THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS ARE (2)2"xIO"HEADER U.O.N. REQUIRED IN LANDSCAPING 8.WINDOW FALL PROTECTION SHALL 5 PROVIDED PER 4,THE USE OF FERTILIZER PRODUCTS CONTAINING - • I N -1'-I° \ 3'-6° IO'- ' NY5 R5122 FOR OPERABLE WINDOWS WITH SILL HEIGF175 _ _ „ NITROGEN,PHOSPHORUS OR POTASSIUM IS PROHIBITED 0 LESS THAN 24"ABOVE F.F.,THAT ARE MORE THAN T2" FLOATING I I SM/GO PANTRY � - - - - - - Fn 121 BETWEEN NOVEMBER I AND APRIL I i ABOVE GRAD£OR THE ADJACENT SURFkc E AT THE 2 BUILDING EXTERIOR. 5.ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE jn 5 �/ANITY 5l S.F. / Z NITR06EN 15 NO MORE THAN 20%OF THE TOTAL STEP O EGRESS NOTE: NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS L q I , - - to UP - - - - - - - - - - -T H IN COMPLIANCE WITH NEW YORK STATE BUIL.L'INC 6.A(MAXIMUM OF I POUND OF NITROGEN PER 1000 50UARE CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF FEET IN ANY ONE APPLICATION,WITH A GUMULATIV THROOM 2 / d EGRESS SHALL BE FOLLOWED: APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 6 I 122 SQUARE FEET PER YEAR IS PERMITTED O S.F. \ / Lu NET CLEAR OPENINO...........5.T S.F. '1.THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS i \ NET CLEAR HEICHT...............24"MINIMUM 15 PROHIBITED UNLESS ESTABLI5HIN6 A NEW LAWN OR A 11 „ 1/�1\ I'_I" cl � EM Z / NET CLEAR WIDTH.................20"MINIMUM 501E TEST SHOWS THAT THE LAWN DOES NOT HAVE i N 3-0 -O q" q' , DINING ROOMA ENOUGH PHOSPHORUS rL �� �/ �� I I 2'- U \ - Z TYPICAL BATHROOM NOTE. 8.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS I 1 I 2q0 S.F. Ul Q Q g O I. WALL BOARD SURFACES SHALL BE IMMEDIATELY PICKED UP _ j -� \ i06 �I Z Q, I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 108 6 2 r \ r (n cr O ALL BATHROOMS - 3-0 \ 12. I,N�STALLkpRROUN CONCRETE BOARD IN ALL°'ROWERS AND Q O \ 5-5 O 3 U v IQ I 8 ® \ v� O NDS 2. SHOWER FLOOFZS - ,JI I f i • / i J - \ I Ul n LL 2.1. NEW TILE FINISH(H.O.TO SELECT)UPON I10 \ k F ® ~ `EPDXY FLOORING \ m Q j 2.2. CONCRETE MUD-SET(SLOPE 116"PER FOOT _ m 5M/GO 4* I5 `� - \ D Lu TOWARDS DRAIN)UPON b _ a ' L - - - - - - - - -- J u7 V) F- 2.5. WATER PROOF MEMBRANE TO COVER SHOWER m \ 5 FLOOR,WRAP DRAIN/ ATLEA5T W UP WALLS - -- O HIGH EFFICIENCY LAMPS: _ -- --- - O _ 6� - ` L _ _ _\ _ W m NEW EXHAUST FAN SHALL BE INSTALLED WHERE 40%OF THE PERMANENTLY INSTALLED NEW L16WIN6 tl1 - - Q OG VENTILATION IS NOT MET BY MEANS OF NATURAL FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, -I 5 I! q O-4) IOJ ✓6 - Q T 2 QQ N V Z a CIRCULATION THROUGH WINDOWS OR DOORS TO AS PER 2020 NY5 EGG R404.1 \\ bn _ _ _ OUTDOOR SPACES AS PER NY5 MECH.CODE SECTION \ (0 GL -_ -I - - - - 405.5.2.5;INSTALL AS PER MAW.SPECS l'/1\ I - -- HOT WATER PIPING INSULATION: L BATHROOM = tt FOYER 7 NEW PLUMBING FIXTURES: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING _ 3'-6' 64 S.F. T ' ` �? ALL NE:W PLUMBING FIXTURES TO COMPLY WITH PG 405. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN - SEE ALSO PL.UMBIN6 GENERAL NOTES ON PA,5E 6-002. R-5 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG i 6 16 2 GAR GARAGE R405.4 1 R4053. (t) G� -- / I (V N O6 ICFN NEWLOPLRYWOOD SUBFLOOR BENEATH(GLUE d SCREW, I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING \\O I r, a SM/GO _ 511 S.F. / 0) O J FLUIDS>105°F OR<55°F(R405.4) 1-3 Z _ / SCREW PERIMETER OF SHEATHING 6"O.G.1 12"O.G.• 2. PIPING "AND LARGER IN NOMINAL DIAMETER j Q \ 2 INTERIOR. FIN15HED FLOOR PER H.O.SELECTION 5. PIPING 5ERVIN6 MORE THAN(1)DWELLING UNIT - F _ _ O �N1 4. PIPING LOCATED OUTSIDE CONDITIONED 5PACE -� C 115 114 c4 m GREAT ROOM i NEW TILE FLOOR: 5. PIPING FROM WATER HEATER TO A DISTRIBUTION I Z3 415 S.F. \ I 5 lT O I. NEW TILE FINISH(H.O.TO SELECT)UPON MANIFOLD 2.ONE LAYER THINSET(LEVELED PROPERLY)UPON 6. PIPING LOCATED UNDER A FLOOR SLAB 1pl -$ \ PROJECT: 'T. BURIED PIPING PARLOR ���/// Q \ 5.NEW "DUROGK CE MENT50ARD(OR EQUAL)UPON e. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS 4.NEW "PLYWOOD SUBFLOOR BENEATH(GLUE 1 5GREW); OTHER THAN DEMAND RECIRCULATION SYSTEMS. N I"f2 S.F. _ \ INTERIOR. PERIMETER OF 51 IEATHIN6 6' Q.G. 8 12"Q.G.620 3_5'- 4�"'�'2" 2'-�'2' - - - - - -� J LA U R E L AV E IV U E INTERIOR. 2 SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: T K K: LET w 10 NEW ATTIC ACCESS-PULL DOWN STAIF; FILL INTERIOR WALLS/ FLOOR WITH INSULATION TO ; - ; \ `L) I. MIN.550 K CAPACITY PROVIDE A SOUND TRANSMISSION GLASS(5TC)FOR (� - - - _ _ _ 2.SIZE TO FIT MEGH.EQUIP.THRU OPENING(N11N.22"x50") AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN I 8 T (n 5.DBL.FRAMING WHET(NE N OPENING ACGOIRVANCE WITH ASTM E qO. 4.HJEATHER5TRIP ACCESS OPENING d PROVIDE R-4q (� - INSULATION ABOVE w/KID.FR.(OR EQ)BAFFLE OR - BEDROOM 3 _ - -- ------ RETAINER TO PREVENT INSULATION FROM(ENTERING 236 S.F. 12'-0" 0 (� DWELLIN6 WHET(OPENED,AS PER NY5 EGG R402.2.4 ----- -- -- (OMIT WHEN ATTIC ACCESS DOES NOT PEN=TRATE 4'-IOy2° -3y2" i$�L 2215 LAUREL AVENUE THERMAL ENVELOPE U. BUILDING). O y2"---- -��'- y2" A 4'_4" GoyE B B SOUTHOLD, N.Y. 11971 5.INSTALL AS PER MAW.SPEG:a B 6.CONSULT H.O.FOR PRECISE LOCATION OF ACCESS. 4'-4 3 RED PORCH 1515,.F, 13 -0 DRAWING TITLE: t- 2'-� PROPOSED FIRST FLOOR PLAN -2" 3'-3y2" 3'-3y2" 3-3y2 604:2" 15'-5° ❑ A A A A I A �� I `(A� _O - �- PAGE: 2'-?" •--5'-O" 3'-3y2" 3'-3y2" 5�_p�� O" -10'-O" 3'-2:� q�_,��� � 1�_��� 24'-O" _ • NATURAL LIGHT 8 VENTILATION (HABITABLE SPACE) D FLOOR AREA 236 S.F. O DATE: 12 10 24 o = S.F. REG. S.F. PRO\/. w N / / 6 0 F 16 LIGHTING;MIN. 5% OF FLOOR AREA IS.q S.F. 46.8 S.F. VENTILATION;MIN. q,4 S.F. 40.5 S.F. 4% OF FLOOR AREA k" 4ty` )>L FRCFOSEI7 FIRST FLOOR PLAN " 5,165 S.F. OROSS AREA; 5,210 S.F. HA517A5L SCALE: 1/5 - I -O SEE FAOE A-50I FOR SGH ALE _. . I 1 PYRAMID LAN MAX HEIGHT a— uj cu STONE CHIMNEY WITH COPPER CAP cy) <:e :t c\j cl� c Lr) 0 (.0 z 0 C\] 0 cu Lr) PROPOSED RIDGE HEI54T L) X :3 c\j 0 0 0 4- M ELEV. +25.2-—-—--—-—-— EL - _c 0 4-J Lo C C\J C5 C-0 -------------- I IA 0 L cl 142 U) L 4--J 70 N C-) LILI-IL-1 LiLl L ------ LiLL IiL ILL"i 7 PROPOSED TOP PLATE LLI LILLLI I_1 ---------- ------- LILLILILLLL-I L ---------- ELEV. +10.95 -1 JU�ILL-LLL LlL_tLLLu_L[lI LLL._LL-1 LLLLLL-L all 11 L _EEEEI�= 1 L LLL a-LLL L W[L -7 _IJ_ i-ii I - L i- � th I j LULL- Lj 1� A-1-LiLl - I - LLLLL- Lli d-L-L _jL I L LLL JLJLU_d I I __11- L I Li I I__LL LL1 LI ] L-11 LLILL11 LLL]I_ A-1 d Ld LILUU1 LL LIL L�l I ! :I 1_1�_L : L[_I LIA :2 11UL-LI iL 11 L111-1 LL L __LL iL�_j JJ L ]U_J_Ll iLdil-i R LLBLidllu LLJ Ili Li -L t�L_LL LLLLL1_LjL IL YiLL-1 L-Lt IL I- LI'J Lu__L�l i _LL LL-I VON= PROPOSED FIRST FLOO 1: �� P --—-—-—-—-- ILI Ll_ilL LLul IO ELEV. +O.e5' O O LILLL _L1 iLiLL J LL� 11 11 ii H � "LL-L L _L �L_UL_LL JiLiLu Lli LlLal Ll I-- L�_B_11_1 _j 777L_I�l Ll L__13= H I I � I LULD =7=7=7�� A- LLiLl.1 -i t IL _L_LLL LL 11LILLILLI IL I T� E I] _L ' LL II C�f ILIL LLL YI I �ll IlLilill tILP 1 1 1 1 1 1111 11 Hill 11 ill I� W H Jill 4�4-14 AVERAGE GRADE ELEV. +0.0' EAST ELEVATION (FRONT) SCALE: 1/4" = I'-C" z 2 ELEVATION NOTES STONE CHIMNEY WITH COPPER CAP Lu ca (D TYPICAL ROOFING: z I. SEE NOTE AT BUILDING 5Ei:,TION FOR MINIMUM z CONSTRUCTION STANDARDS0 2. H.O. TO VERIFY FINAL COLOR, 4 MATERIAL SELECTION Fn 0 BEFORE INSTALLATION U) 0 IA ASPHALT ROOF COMPOSITION 5HINOLE5; MEDIUM w V) GRAY0 z m 0 O TYPICAL SIDING: _j I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 12 QQ CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION 1/2 i'u' CEDAR SHAKE; LIGHT GRAY 04 04 Lu Tq 5TU(sco; BEIGE 04- 0 NEW CLOSED BLUESTONE F. GONG. STAIR 4 PATIO PROJECT: -z NEW BATHROOM EXHAUST FAN VENT: O LOCATE VENT WITHIN ROOF SOFFIT. LAURELAVENUE -7 SEE ALSO NOTE a PLAN. NEW A/C CONDENSER ON CONC. PAD OR OTHER LOT 2 APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) NEW MECHANICAL UNIT DIRECT VENT: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. —------ 2215 LAUREL AVENUE 5PF-r-.'5 IN FULL CONFORMANCE W VENTING CLEARANCES REQUIRED PER NY5 MC 504. SOUTHOLD, N.Y. 11971 SEE ALSO NOTE a FLOOR, PLANS. LjLL iL UUUIULiu-ULL L A-L 10 U-4 41 , - _ILL q) NEV4 MECHANICAL UNIT FRESH AIR INTAKE: LL INSTALL AS PER MANU. 5PEC.S DRAWING TITLE: IFT' LLLULIL LLLIi_IL_Ll _==l -il PROPOSED EXTERIOR ELEVATIONS _LL ul -LILL11i 11_2 _LLilL_LL _uAl L iji-LULLU L NEW 4" SEAMLESS GUTTERS DOWNSPOUTS; I O ALUMINUM, WHITE iLLiIJI�� 11---, _-L-L 1__LLLLLLLl_Il ILL Ll� LLILL111-�LLI _L,[__1_Ll Ill LiLl LdiLLIUILLLL� _LL�Lll TYPICAL 5/4"xe5" 'AZEI<' �)P, Ea.): 10 1. PROVII::)EAT FRIEZE BO,ARl:)S ( COLOR Br=10rz ) I-IlL I_u_LLLIl_l_LLI_ LI Li j jL-L,jjLiLLI_� I L L ALL EXTERIOR LIGhi-TINE SHALL FLY HITH I L ILL TOWN CODE REaUIREMENT5 PURSUANT TO 11-i L_LuLlL[Ll_LL iLl dLLL LL_1__Ii_i1_LLLLl_ LL L iLLILL.111 1 LIE _LL1 d � ii . JJU tj SOUTHOLD TOWIII CODE CHAPTER 1-72 LIO TINO, UiLi ILLU-ILL-H-LLE _LL L PAGE: I IL I : I OUTDOOR, CURRENTLY 0 AS MAY BE L Ll� LiL AMENDED FF�- j"lllh A-Ak A A"Ilk LLj LL.J LLj A-/� ulmu DATE: 12/10/24 7 OF 16 L — — — ., „ N a>. NORTH ELEVA710N (RIOH7 5C)E) SCALE: 1/4" = I'-V STONE CHIMNEY WITH COPPER CAP < 0 ui ui m -j < Lr) 0) T- o '-- 0 >: (.0 ----------- z 0 0 clu cz >1 2 x c\j c Q0 -c 0 4-j Lo 4-j c; cu < b 0 r) 12 .77 12 L ----------- -0 4-J lidLL (D H LELL-LL LliL1LL-tLiujLiLL1LLLLuLh 4-J TT--EF� 11 11 17--T-T� L �idLl- 10 -c ILL LL L --LL1LLB E __ -i 1 L- --I-- - i]L-L 1 LL -LLLL L ILI LL C) -LA �ILLLi i LLIL i -L LLL L -ilt ill_n LLL I � i I I I I L- T LLLL-1 J L H ill-li LLLLi 11 i jI .L -1 -1 L ILILLI w iLLLiL H � R L-! I -L-LLLLL, LLLL LUILUI-ii 11L�- III I -L —Jl I I I lLJAc:l1Ll I Li UL L- ILL LLil U) !L UI�LLLL�11! LIILL�i LA-A lliL CD lill lli�-1 IL H LL' 1 LL -L-� - - I A -LLLL L -ILU-LL I--dL L-iL�Lll Lill 'u LI JLI -11L � 1 Ll 11 IIL-LiiL L I - F.F L -LIL ILIUL L 17 TIT IT, J. 4-411 1 i 11 11111 ill v . 11 Ulu 11 �jl - FOL=� r NEST ELEVATION (REAR) SCALE: 1/4" = 1'-0" z 0 tR ELEVATION NOTES w 03 z OTYPICAL ROOFING: I. 5EE NOTE AT BUILDING SECTION FOR MINIMUMo. CONSTRUCTION STANDARDS p m 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION 0 BEFORE INSTALLATION o STONE CHIMNEY WITH COPPER CAP u- OA5FHALT ROOF COMPOSITION SHINGLES; MEDIUMIA ui GRAY z m TYPICAL 51DINO.- CL O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 0 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION CEDAR SHAKE; LIGHT ORAY N cl 0 5TUO00; BEier- ci NEW CL05F-P BLUESTONE P. GONG. STAIR 8 PATIO PROJECT: ----------------- --------- NEN BATHROOM EXHAUST FAN \/ENT: LOCATE VENT WITHIN ROOF SOFFIT. LAURELAVENUE SEE AL50 NOTE a PLAN. 7 7- -�7 NEW AIC CONDENSER ON GONG. PADOR OTHER LOT 2 APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) --------- NEN MEr-,HANIOAL UNIT DJIRECT \/ENT: INSTALL MECHANICAL UNIT DIRECT VENT AS PEP, MANU. 2215 LAUREL AVENUE SPEC.'S IN FULL CONFORMANCE W VENTING CLEARANCES REQUIRED FER NY5 MC 804. SOUTHOLD, N.Y. 1197:1 SEE AL50 NOTE a FLOOR 'PLAN5. ---------- ONEN MECHANICAL UNIT FRESH AIR INTAKE: INSTALL AS PER MANU. SPEC.'S X -DRAWING TITLE: 7� PROPOSED EXTERIOR ELEVATIONS O :, NEW 4" SEAMLESS GUTTERS 8 DOWNSPOUTS; ALUMINUM, WHITE TYPICAL 5/4"xe5" 'AZEK' (OR EQ.): 10 I. PROVIDE AT FRIEZE 130ARl;5 (COLOR BEIGE) L IT -L U-1 I -tlL� -Lj[ I ICI L TOWN COME REQUIREMENTS FUR5UANT TC WITHL I -u- LA L-L-1 ILL lit Ll -1 -L PAGE: 5OUTHOLD TOWN CODE CHAPTER 1'72 1-15HIIN6, d LL ILLL ll UL-111 LL L '-� LL LL-lil i L iiii-L OUTDOOR, CURRENTLY OR A5 MAY BE I �l Ll I AMENDED I Lf Al -LiLU-L-Lu--i D-�L dLLL -LLiLL- LLL -Lu -1 IL-LLLL--,L I , Lial i d Lli il LLL-LL� ]Ltlil-IL]I-tLiu-U-LLIlLiL'il-iliU LjLll A-2 0 2ft • 0 30. L I ii il I I r 1--IiLli-Lil-lU --()L-1 LL-Lill ULLL J-t- LL Ll Ll LLLL-Lal-LLLL -LLL-L-L'LE LL�iLLLLLL iLLiLLiLLA iu__L�jLtLLL 11 -d JL- -iL�ILULL dil-ii-I-LILILLI d i Ld il �ILLILILJ—Ll LL—�LLi-Ll-LLtL IiLlill LILl IllilLitiLfl—L] U I LLILLiLl DATE: 12/10/24 8 OF 1.6 L6�1 Ll -LLL-LjL-�_J�� I L -ML 4 LLL L -" LL�i -L L" Ll I-� L I MIN I I I O 11 11 1 11 1 1 Xil --I I I I 1 1 1 11 1 1 A-401 0 511 SOUTH ELEVATION (LEFT SIDE) SCALE: 114" = 1'-0" BUILDING SECTIONNOTES 0 NEW R00f`IN5 NOTE ('-Y`P.): I. INSTALL NEW ASPHALT5HINOLES. 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD I AND AT VALLEYS LLI OVER 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER LLI cu 4.1/2" CVX PLYWOOD 5f'EATHIN57 (BLOor. ALL SEAMS) 5. CAP SHINGLE OVER RIDGE 4 HIPS (AS REOD) < c\j &.PROVIDE RIDGE VENT (AS RECIP) V) "I. FLASH ALL VALLEYS cl� c: 5.INSTALL DRIP EDGE AS REO'D c; cl. INSTALL ALL AS PER, MANU. 5PEC.'s 0 >: (D z TYPICAL ROOF 4 CEILIN5 CONSTRUCTION: 0 CV 0 • NEW ROOFING AS NOTED cu • 1/2" CDX PLYWV SHEATHINO (BLOCKING a ALL PLY1^1D x c\j SEAMS) • R.R., O.J., 4 C.T. AS NOTED ON PLANS (a SPANS OVER 1 a ENTER OF SPAN U.ORIDS1N6 )a INSTALL X 5 C M _c 0 • PROVIDE R-25 SPRAY FOAM INSULATION K/ R-21 BATT co INSULATION C c\j • PROVIDE 2" THK. SPRAY FOAM INSULATION a EAVES 0 c; < b NEW EXTERIOR ,WALL CONSTRUCTION (TYP.): OTY'VEW HOUSE WRAP (VENTED) (OR EQUAL) UPON • /2" CDX PLY�10. SHEATHINO (BLOCKING ® ALL PLYIe1V SEAMS) UPON 0 :2"x(b" 5TUP5 a 16" O.G. H/DBL. TOP PLATE • PROVIDE R-14 SPRAY FOAM INSULATION (R=-t/lNrH) K/ R-11 BATT INSULATION IT lI 111- 11 1 U L, . 0 5/95" THK. 6YP5UM BD. WALL FINISH NEW SIDING NOTE (TYP.): O I. INSTALL NEW 51MINO PER H.0 SELECTION 2.IITY\/F-rlll HOUSE WRAP (OR EQUAL) 5 5.INSTALL ALL AS PER 'MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER c) INSTALLATION II 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR, CONSTRUCTION: O I. FIN15H FLOORING TO SELECT 2. 5/4" T46 CVX PLYkql:). 5U5FLOOR GLUED 4 5CRZi,1EID 5. F.J. AS NOTED ON PLANS - AT 5PAN5 OVER 5' INSTALL X BRACE a MIMSPAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 4 FOUNDATION, AND BETWEEN OARAISE 4 2ND FLOOR) BEDROOM 2 BATHROOM 2 BEDROOM 5 5. 2" THK. SPRAY FOAM AT BLDO, PERIMETER Rim JOISTS 11 1 1 1 F=L_ A CL BASEMENT MEOH. ROOM - 7 SF-0710N I -I/A-501 SCALE: 1/4" = I'-oil ALL NEW PqINPON5 SHALL DE ANDERSEN 400 SERIES, INSTALL AS PER MANU.SPEC.'$. SEE PAGE 'I FOR NAILING 4 STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL eLA55 DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF NINPOA5 TO BE PROVIDED BY WINDOW MANUFACTURER V41NDCkq CHART z 0 EGRESSL LIGHT ROUGH OPENING WINDOW DIMENSION CLEAR V. VENT. OPENING PROW TA(r7 TYPE MODEL 0 TEMP. p CONNECTION HIPTH RZOV. 20" PER Eu HEI&HT PMOV,24" UNIT UNIT PEP, PAGE 6-005 IF-PqIDTH Hr=l��T �ope P.Eov, 5.1 5.F. w NEN RIDISE ca (14)A CASEMENT (:�Xmr, 5'-4 V 12.6 12.6 15.17 z (3) 5 CASEMENT (_�X 14=5 4'-5 E�bh_ z Z-4�9 CL 0 0 V-4 V-4 5.25 W CL -4 (5)c CASEMENT V) 0 (5) v TRANSOM 2 1.4 LL. TRANSOM AR51 11-5 2:7 Lu PICTURE 5.0 ...... - --- - - (1) r Z _j 7.1 (5)IS CASEMENT OX14 2,-.1 T-1 4,1 a. L_-no � 0 a. '4050 4'-0 5.- cf.4 PICTURE 01.4 q.4 z -------------- _7 (:2) 1 _AANINI5 2.5 2.5 _-:7 7 cr_ (5)j CASEMENT 6, 12.0 L 12.0 MIT IT (2)K SIDELIGHT F1^ Lu (2)L CASEMENT cV414 2'-4 2=-4j- 6.5 1.2 ? __4 > DOOR > PROJECT: SCHEDULE T DOOR MATERIAL TAG DESCRIPTION MANUFACTURER 0 RATING r NOTES > 3 �} LAUREL AVENUE HEIGHT Ij 45 MIN.RATED 11 11 IT 11 11 1 1 111 lI FIRST FLOOR > J 101 SWING THERMA TRU > 102 SLIVER ANDERSEN il 4 2215 LAUREL AVENUE I - ___- _ `T6 SOUTHOLD N.Y. 11I05 ANDERSEN5'-0" 971 I0- -N!NC THrRMARU 11-0I __ ---------- L IL G TI THERMATRUTLE:W . lob GARAGE DOOR THERMATRJJ -01, BUILDING SECTIONS KITCHEN FOYER I ! 1 11 h e, ir I I I i 1 1 --7-__T 10 SHIN-- JELMNEN M= 10.1 SNIN6 JJl 1. J SHIN 2 110 JELDkNEN '-4- III [___r--- F PAGE: SWING XLVNEN 0 L SWING 2'-4- - A-401 114 SWING ------------ -W r2 A"I 10 1 :2-1 112 SHIMS JE AM3 I JELDI^EN IIS 5NIN5 JELDNEN DATE: 12/10/24 9 OF 16 116 SHINS, 7- EL17WEN 117 2 4 F- SHINS, JELVINEN BASEMENT SHIN& JELDVEN 2-1 Ilq 5NIN6 JELDNEN =&-O. •_71F-------- 120 5NIN6 JELDNEN IL 121 5HIN6 THERMAM 2 SEOTION 2-2/A-501 122 �L LD 50ALE: 1/4" 1' L F SWING EASEMENT M 5. SWING THERMA 5HINe THERMATRU -0 5KNe THERMATRU -J]