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HomeMy WebLinkAbout50628-Z Of SOU Tyo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd (INV,�' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46260• Date: 06/20/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2375 Laurel Ave Southold, NY 11971 Sec/Block/Lot: 55.-6-36.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/24/2024 Pursuant to which Building Permit No. 50628 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 unfinished basement, rear raised patio and 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-23-1833 5/27/2025 ELECTRICAL CERTIFICATE: 50628 05/27/2025 PLUMBERS CERTIFICATION: Richard J. Cannarella, Inc. 05/05/2025 < 4AS l tho iz d Si ature o�SVFF' Fat _ TOWN OF SOUTHOLD BUILDING DEPARTMENT H TOWN CLERK'S OFFICE o • SOUTHOLD, NY r 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#: 50628 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: 2375 Laurel Ave, Southold SCTM #473889 Sec/Block/Lot# 55.-6-36.1 Pursuant to application dated 1/24/2024 and approved by the Building Inspector. To expire on 11/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,753.50 CO-NEW DWELLING $100.00 Total: $3,853.50 Building Inspector OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 �y �� �OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marratime Capital V LLC Address: 2375 Laurel Ave City: Southold St: NY Zip: 11971 Building Permit#: 50628 Section: 55 Block: 6 Lot: 36.1 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 F%O- Basement W, Service 5-0 Solar Outdoor F 1st Floor (✓ Pool F Spa r Renovation 2nd Floor Hot Tub r Generator Survey r' Attic rr" Garage Battery Storage INVENTORY Service 1 ph W; Heat Duplec Recpt 60 Ceiling Fixtures 3 Bath Exhaust Fan 5 Service 3 ph (— Hot Water Gas GFCI Recpt Wall Fixtures 7 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 83 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 9 Transfer Switch UC Lights 24' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 4Q 4'LED Exit Fixtures Other Equipment: Fridge, (2)MiniFridge, Oven, Hood, DW, Micro, W/D,. FloorHeat(4), 200A Panel 40 Circuit/40 Used Notes: Two Story w/ Unfinished Basement Inspector Signature: X Date: May 27, 2025 Sean Devlin Electrical Inspector sean.devlinO-town.southold.nv.us 23751-aurelAveHouse o�aSUFFotjt�oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road o P.O.Box 1179 y Southold, NY 11971-0959 0 • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ' S� Building Permit No. Jam©(von 9 - 2-25M5� Zau.ve.l . Owner: QYYahshe OLpi&/ V GG� (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 GJ day of ,\ , 2025 Notary Public, 'Sc _ County DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 "� �o��OF SOUT,f°lo y Y TOWN OF SOU.THOLD -BUILDING DEPT. lou 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: �. b�- d� DATE -0'�3 '� INSPECTOR Of SOplyo� # TOWN,OF SOUTHOLD BUILDING DEPT. 631-765-1802 �(lOVY INSPECTION '000" [ FOUNDATION-1 ST/ REBARIk� [ ] 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: (22 aG4&,�U Z z0000� �Z- DATE INSPEC OR OF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. Comm 631-765-1802 (ow,� INSPEC ION [ ] FOUNDATION 1 ST/ REBAR ROUGH PLBG. [Lj,,�r-OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ .] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMA S. � 1 � Qi ip qns �=✓ KX,f4k R" WC4 r , DATE 10fZ�b0-Yq INSPECTD pE SOUIyOIo '* # TOWN OF SOUTHOLD BUILDING DEPT. cou 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: CO SAv Peed 6"woAlo-160 w �4 vl DATE C �� o� INSPECTOR hO,*pF SOUlyO6 # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 &Yg�o INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. : s [ ] FOUNDATION 2ND [ - ] SULATION/CAULKING - [ ] FRAMING/STRAPPING [ ] FINAL 1� [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] DOE C/O REMARKS: n LLA UZ Abxu4A Sx oy4 -& C2",07) -6 � 1 DATE INSPECTOR �O��OF$OUlyOlo �� # TO� F .SOUTHOLD B D NG DEPT. Own��`i� 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: :7 0' Q N flu i -ri� INSPECTOR �. DATE . OF SOUlyolo s GEC/ -- -2 :5 ( 1.6�✓'�-�J / # # 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 [ZELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [/'']''CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: '461- 7-7 CO 0 tic/ r DATE /0 // INSPECTOR Pontino, Susan From: Lanza, Heather Sent: Tuesday,June 10, 2025 2:23 PM To: Nunemaker,Amanda Cc: Michaelis,Jessica Subject: Laurel Ave first house in new subdivision Planning staff inspected the revegetation plantings yesterday on the first lot ready for certificates, and found that lot is in conformance with the approved revegetation plan. Not sure if you are the one reviewing these for c.o.s. Heather Lanza,AICP Town Planning Director Southold Town Planning 54375 State Route 25 ® (z l5 ll f1 v�// E P.O.Box 1179 Southold,New York 11971 JUN 16 2025 Phone: (631)765-1938 E-mail: heatherlPsoutholdtownnt gov Building Department Town of Southold 1 i Bunch, Connie From: Lanza, Heather Sent: Tuesday,June 10, 2025 4:05 PM To: Bunch, Connie Subject: RE: Laurel Ave first house in new subdivision Yes, if Lot 1 is the first one they started and is closest to Yennecott Drive. It's the one they have in contract to sell. From: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Sent:Tuesday,June 10,2025 3:53 PM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: FW: Laurel Ave first house in new subdivision Hello, I just want to verify you are talking about lot 1 of the subdivision 55.-6-36.1? Thank you, Connie Bunch Principal Office Assistant Southold Town Building Dept. conniebCaD-southoldtownnv.Aov 631-765-1802 P.O.Box 1179 Southold, New York 11971 From: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Sent:Tuesday,June 10, 2025 3:38 PM To: Bunch, Connie<Connie.Bunch@town.southold.nv.us> Subject: FW: Laurel Ave first house in new subdivision From: Lanza, Heather<heather.lanza@town.southo Id.ny.us> Sent:Tuesday,June 10, 2025 2:23 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Cc: Michaelis,Jessica<iessica.michaelis@town.southold.nv.us> Subject: Laurel Ave first house in new subdivision Planning staff inspected the revegetation plantings yesterday on the first lot ready for certificates, and found that lot is in conformance with the approved revegetation plan. Not sure if you are the one reviewing these for c.o.s. Heather Lanza,AICP Town Planning Director Southold Town Planning 54375 State Route 25 P.O.Box 1179 Southold,New York 11971 i � a , Phone: (631)765-1938 E-mail: heatherl(&southoldtownny.aov z a#-.SDto 2� AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build March 19,2025 Marratime Capital V LLC Residence 2375 Laurel Avenue Southold, NY 11971 Tax map #1000-55-6-36.1 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. Thankyou, Anthony Portillo, RA, LEED AP AST 3a�0� ®� F®F K Page 1 of 1 2375 LAUREL AVENUE Photo Report A M PArchitecture Design + Build Insulation a. i r i ,l c li.i t • , A M PArchitecture Design + Build c r i .4 w _ r, ✓ T•� bur+T:": % r.. �" \ �'" Ate" �.` , •'� �' Pam" 'I y l i 1 a ���.:, �.a;.i '�, : y� Lp �t �� �,. ., r•. � -�. .0�•,11 f.ti!.:' t pis+�, iR� ', ,l R i f,� t, r •!r' r ♦ It/�' IC ♦1 M1 r� w.• � �►.. �L-r '•, 4 �r. 1I Yam.. - AP Y ' - ,ice.. �r - 1 -r _•- '. _5f•FI , T.. .�.: ` - `�.. � ,. it <„-t`.s �.�4•, "IF:' y.! 'p'�' _ f AV •�� + E��I �.ri ` T - i �� _4 •�. yam. ,► r C. �� ,� l - � t y" � �"i. �`� M.•`~.tF It ..♦ � '. ..} ` f- � e/d •� I Ili,: !i i i II�� � �H {.. i F r r Yi\ 0:(631)-626-3759•C:(631)-310-2147 APEX •ApexEnergyRatingsNY@Gmail.com ENERGY RATINGS Duct&Envelope Tightness Compliance Report Aligned to 2020 NYS Energy Code:Sections R402.4.1.2&R403.3.4 Tester Information Completed By: Marvin Murillo RESNET Rater ID#: Apex Energy Ratings NY HERS Rater ID#: 1377176 228 Park Ave S#617693 BPI#: New York NY 10003 RFI#(if applicable): General Information Test Date:May 10,2025 Compliance Pathway: Test Address:2375 Laurel Ave(Lot 1),Southold NY ❑ Prescriptive(REScheck) Permit#:50628 ❑✓ Performance Path ❑ ERI (HERS Index) Building Envelope Tightness•`. . ,�: - - - _ - - Volume Calculation: Check if Applicable: Basement A= V= Sealed Attic 1st Floor A=2,494 V=24,944 ❑ Conditioned Crawl Space 2nd Floor A=1,252 V=16,833 ❑ Conditioned Basement Attic A= V=20,632 Total Conditioned Volume:62A CFM @ 50 pa:2,394.3 ACH50=CFM50x60/Total Vol e:2.30 04 ACH50 Code Compliance:Pass Dact.Tightness=Total,Leakage System 1-1st Floor System 2-2nd Floor Type of Duct Test Location:Unconditioned Basement Location:Sealed Attic Floor area served(ft2):2,494 Floor area served(ft2):1,252 ❑ Rough-in with air handler Leakage @ 25 Pa(CFM):99.5 Leakage @ 25 Pa(CFM):N/A ❑ Rough-in without air handler Leakage(CFM/100ft2):3.99 Leakage(CFM/100ft2):N/A ✓❑ Post-construction Code Compliance:Pass Code Compliance:Exempt Certification Statement Envelope tightness was tested and verified in compliance with RESNET/ICC 380,ASTM E779,or ASTM E1827,per 201E IRCand the 2020 NYS Supplement(Section R402.4.1.2).Duct system leakage was verified in accordance with 20181ECC,as amended by the 2020 NYS Supplement(Section R403.3.4). Signature. Date:May 10,2025 Marvin Murillo,Apex Energy Solutions NY Test Equipment Blower Door Model/Serial:Model 3110V Fan Duct Tester Model/Serial:DG1000-15924 Last Calibration Date:2024-02-16 ® SC) �'2 R E C E 0 J U N 1 1 2025 2375 Laurel Ave (Lot 1) HVAC Load Calculations Building Department Town of Southold for Dino Marra 2375 Laurel Ave (Lot 1) Southold NY 11971 [EkkIMMM t A�I ItmN RHVACRBSIDSN7'IAL HVAG LoADs 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 2375 Laurel Ave(Lot Bay Shore,NY 11706 Page s Sys Has Net Rec itz Sen Lat Net Sen Htg C g Act Scope AED Ton Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Building 4.52 5.41 729 3,947 48,712 5,579 542W 64,769 790 2,181 2,181 System 1 1 st Floor System No 2.55 2.97 795 2,365 26,760 3,860 30,619 39,448 487 1200 1200 Ventilaion 428 821 1249 2,041 30 30 30 Supply Duct latent 626 626 Return Duct 0 3 3 3 Zone 1 2.365 26,332 2,410 28,742 37,404 487 12M 1200 1-1 st FI Bedroom#1/Bathroom#1 353 3,551 300 3,851 6,163 80 162 162 2-1stFl Living Room/Dining Room 698 5,154 1266 6,420 8,678 113 235 235 3-1 st FI Kitchen 202 921 61 982 1,456 19 42 42 4-1 st FI Foyer 147 1,351 70 1,421 2,399 31 62 62 5-1 st FI Stairs/Den 305 6220 192 6,412 6,366 83 283 283 6-1 st Fl Mudroom 134 2,489 125 2,614 3,142 41 113 113 7-1 st FI Bedroom#2/Bathroom#5/W 1 C. 380 4,550 201 4,751 5,141 67 207 207 8-1 st FI Bathoom#2 146 2,096 195 2291 4,061 53 96 96 System 2 2nd Floor System No 1.97 2.44 649 1,582 21,953 1,719 23,672 25,321 303 981 981 Verrolailon 428 821 1249 2,041 30 30 30 Zone 1 1,582 21,525 898 22,423 23280 303 981 981 9-2nd FI Bedroom#3/Bathroom#3 254 3272 200 3,472 4,410 57 149 149 10-2nd FI Family Room 697 3,841 166 4,007 6,307 82 175 175 11-2nd FI Open-to-below 131 7,900 161 8,061 4,797 62 360 360 12-2nd A Laundry/Bathroom#4 225 3,251 91 3,342 2,770 36 148 148 13-2nd FI Bedroom#4 275 3,261 280 3,541 4,996 65 149 149 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 110 Page 3 System 1 - 1st Floor System - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 50,000 40,000 30,000 45.2% Diff. from Avg. (2,809 Btuh Excursion) m c c7 20,000 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 AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. - System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 45.2%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,809 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 1.rh9 Thursday, January 18, 2024, 9:07 PM z w-Resldentlal&Light Commercial NVAC Loads ■ Elite Software Development, rdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore NY 11706 P System 2 - 2nd Floor System - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000 30,000 m 61.8% Diff. from Avg. (3,986 Btuh Excursion) 20,000 C7 a� I = 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 fD Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 61.8%. AED Excursion (amount by which peak exceeds 1.3 x average): 3,986 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 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Resldentlel&Light Commerclal HVAC Loads Ellie Software Development,InC Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) BayShore NY 11706 Pa Total Building Summary Loads jWnponent Area Sen Lat Sen Total Mlescription Quan Loss Gain Gain Gain A: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 18.5 320 0 402 402 B: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 77 1,335 0 1,837 1,837 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 347.6 6,901 0 11,359 11,359 106: Glazing-French door, .28/ .32, U-value 0.32, SHGC 96 1,905 0 1,285 1,285 0.4 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 13.6 270 0 570 570 101: Glazing-French door, .28/ .32, U-value 0.32, SHGC 64.7 1,283 0 997 997 0.4 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 94.9 1,880 0 3,402 3,402 113: Glazing- 64 1,270 0 2,510 2,510 CT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 37 734 0 995 995 H: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 51.9 1,029 0 1,976 11976 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 4.6 92 0 95 95 B: Glazing-.28/.32, U-value 0.32, SHGC 0.4 80.2 1,592 0 1,878 1,878 204: Glazing- 80 1,587 0 951 951 108: Door-R5 Door, U-value 0.2 24 298 0 115 115 210: Door-R5 Door, U-value 0.2 8 99 0 38 38 R25: Wall-Frame, Custom, R25, U-value 0.054 3200.3 10,716 0 3,819 3,819 R25 (triangle): Wall-Frame, Custom, R25, U-value 0.054 104.4 350 0 125 125 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 2211 7,541 0 4,621 4,621 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 2364.7 4,270 0 895 895 R30, U-value 0.036 Subtotals for structure: 43,472 0 37,870 37,870 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,260 628 838 1,467 Infiltration: Winter CFM: 205, Summer CFM: 84 13,955 2,308 1,203 3,511 Ventilation: Winter CFM: 60, Summer CFM: 60 4,082 1,643 856 2,499 AED Excursion: 0 0 6,795 6,795 Total Building Load Totals: 64,769 5,579 48,712 54,292 Check Figures Total Building Supply CFM: 2,181 CFM Per Square ft.: 0.552 Square ft. of Room Area: 3,947 Square ft. Per Ton: 729 Volume (ft3): 41,619 Building Loads Total Heating Required Including Ventilation Air: 64,769 Btuh 64.769 MBH Total Sensible Gain: 48,712 Btuh 90 % Total Latent Gain: 5,579 Btuh 10 % Total Cooling Required Including Ventilation Air: 54,292 Btuh 4.52 Tons (Based On Sensible + Latent) 5.41 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 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Lay Shore,NY 11706 Page 6 Buildin Bar Graph 25,000 20,000 15,000 Building Loss 64,769 10,000 Btu h 5,000 0 Floor 7% Wall 17% Door 1% Infiltration 22% Roof 12% Glass 31% Ductwork 5% Ventilation 6% 30,000 25,000 20,000 Building Gain 15,000 54,292 Btuh 10,000 5,000 0 -- Floor 2% Wall 7% Door 0% Ductwork 3% Ventilation 5% Roof 9% Glass 52% People 4% Infiltration 6% AED Excursion 13% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore, NY 11706 Page 7 System 1 1st Floor System Summary Loads Component Area Sen Lat Send Description Quan Loss Gain Gain Gg A: Glazing-.28/.32, U-value 0.28, SHGC 0.32 18.5 320 0 402 402 j B: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 77 1,335 0 1,837 1,837 C: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 221.8 4,404 0 6,223 6,223 106: Glazing-French door, .28/.32, U-value 0.32, SHGC 96 1,905 0 1,285 1,285 0.4 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 13.6 270 0 570 570 101: Glazing-French door, .28/.32, U-value 0.32, SHGC 64.7 1,283 0 997 997 0.4 D: Glazing- 47.4 940 0 1,417 1,417 113:Glazing- 64 1,270 0 2,510 2,510 CT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 37 734 0 995 995 108: Door-R5 Door, U-value 0.2 24 298 0 115 115 R25: Wall-Frame, Custom, R25, U-value 0.054 1875.2 6,279 0 2,238 2,238 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 629 2,145 0 1,314 1,314 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 2364.7 4,270 0 895 895 R30, U-value 0.036 Subtotals for structure: 25,453 0 20,798 20,798 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,260 628 838 1,467 Infiltration: Winter CFM: 128, Summer CFM: 52 8,694 1,410 736 2,146 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 AED Excursion: 0 0 2,809 2,809 System 1 1 st Floor System Load Totals: 39,448 3,860 26,760 30,619 Check-Figures Supply CFM: 1,200 CFM Per Square ft.: 0.507 Square ft. of Room Area: 2,365 Square ft. Per Ton: 795 Volume (ft3): 23,843 System Loads Total Heating Required Including Ventilation Air: 39,448 Btuh 39.448 MBH Total Sensible Gain: 26,760 Btuh 87 % Total Latent Gain: 3,860 Btuh 13 % Total Cooling Required Including Ventilation Air: 30,619 Btuh 2.55 Tons (Based On Sensible + Latent) 2.97 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 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvac-Residential&Llght Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore NY 11706 Page 8 System 2 2nd Floor System Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain H: Glazing-.28/.32, U-value 0.32, SHGC 0.4 51.9 1,029 0 1,976 1,976 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 4.6 92 0 95 95 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 80.2 1,592 0 1,878 1,878 204:Glazing- 80 1,587 0 951 951 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 125.8 2,497 0 5,136 5,136 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 47.4 940 0 1,985 1,985 210: Door-R5 Door, U-value 0.2 8 99 0 38 38 R25: Wall-Frame, Custom, R25, U-value 0.054 1325 4,437 0 1,581 1,581 R25 (triangle): Wall-Frame, Custom, R25, U-value 0.054 104.4 350 0 125 125 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 1582 5,396 0 3,307 3,307 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 Subtotals for structure: 18,019 0 17,072 17,072 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 77, Summer CFM: 33 5,261 898 467 1,365 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 AED Excursion: 0 0 3,986 3,986 System 2 2nd Floor System Load Totals: 25,321 1,719 21,953 23,672 Check Figures Supply CFM: 981 CFM Per Square ft.: 0.620 Square ft. of Room Area: 1,582 Square ft. Per Ton: 649 Volume (ft3): 17,776 stem Loads Total Heating Required Including Ventilation Air: 25,321 Btuh 25.321 MBH Total Sensible Gain: 21,953 Btuh 93 % Total Latent Gain: 1,719 Btuh 7 % Total Cooling Required Including Ventilation Air: 23,672 Btuh 1.97 Tons (Based On Sensible + Latent) 2.44 Tons (Based On 75%Sensible Capacity) otes 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. i 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 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 9 System 1 1st Floor System Bar Graph 15,000 System 10,000 1 1st Floor System Loss 5,000 39,448 Btuh 0 Floor 11% Wall 16% Door 1% Infiltration 22% Roof 5% Glass 32% Ductwork 8% Ventilation 5% 20,000 15,000 System 1 1st Floor 10,000 System Gain 30,619 Btuh 5,000 0 Floor 3% Wall 7% Door 0% Ductwork 5% Ventilation 4% Roof 4% Glass 53% People 7% Infiltration 7% AED Excursion 9% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM ,Inc. Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development, -_f Aberdeen Building Consulting 2375 Laurel Ave(Lot t�l Bay Shore, NY 11706 - Page 10 System 2 2nd Floor System Bar Graph 8,000 6,000 System 2 2nd Floor 4,000 System Loss 25,321 2,000 Btuh 0 Roof 21% Glass 31% Infiltration 21% Wall 19% Door 0% Ventilation 8% 15,000 10,000 System 2 2nd Floor System Gain 5,000 23,672 Btuh 0 - Roof 14% Glass 51% Infiltration 6% AED Excursion 17% Wall 7% Door 0% Ventilation 5% ,I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 11 j Manual S Performance Data - System 1 - 1st Floor System ds and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 26.760 Outdoor Wet Bulb: 71 Latent Gain: 3.860 Indoor Dry Bulb: 70 Total Gain: 30.619 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 39.448 Indoor Dry Bulb: 72 Entering Dry Bulb: 68.2 Indoor RH: 30 Supply Airflow: 487 E ui ment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 48.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36.000 26.760 135% Latent Capacity: 12.000 3.860 311% Total Capacity: 48.000 30.619 157% Heating: Model Type: Natural Gas Furnace, Model: , Nominal Capacity:48.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 48.000 39.448 122% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore NY 11706 - __- _Page 12 Manual S Performance Data - System 2 - 2nd Floor System Loads and Design Conditions _ _ __ Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 21.953 Outdoor Wet Bulb: 71 Latent Gain: 1.719 Indoor Dry Bulb: 70 Total Gain: 23.672 Indoor RH: 50 Load SHR: 0.93 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 25.321 Indoor Dry Bulb: 72 Entering Dry Bulb: 65.9 Indoor RH: 30 Supply Airflow: 303 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 36.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 27.000 21.953 123% Latent Capacity: 9.000 1.719 523% Total Capacity: 36.000 23.672 152% Heating: Model Type: Natural Gas Furnace, Model: , Nominal Capacity: 36.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 36.000 25.321 142% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 13 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 14,000�.......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .................... 13,000t. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . ... . . .. . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . III ....... 12,0001. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .... . .. r 11,000+. . . .. . . ....... . . . . . . . . .. . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . r 10,00ot. .............. . . .. .. . . . . . .. . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . .. .. . .. . . . . . . . . .... 9,000..................... . . . . . . . . . . . . . . ... . . . . .. . . . . . . . .. . . . . . . . . . . . . ... . . . . . . .. .... . . . . . . . . . . . ...... 8,000 ................... ........ . . . . .. . . .. . ....... . . . . . . . . . ... . . .......................... ffi 7,000 .... . . . . . . . .. . . . . ... ............ 6,000 ....... ..... . . ..... . . . . .. . . . .. . . .. . . . . . . . .. . . . ...... .. . ........ 5,000 ..... ... .. . . . . . . . .. . . . ...... . . . .. . . .. . . . . . . . . . . . . ........ ........ 4,000 . . . . . . . . .. . . .. . . . .. . . . .... ... . .. . . .. . . . .. . . . . . . . . . . . ............................. ....... 3,000 ... ..... ..... .. . . . . .. . . .. . . .. ............ 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 —� 1 st Fl Bedroom#1 / Bathroom#1 (58/4 --Ml-- 1 st F1 Living Room/ Dining Room(27/4 —1r— 1st Fl Kitchen(58°/4 1 st Fl Foyer(709/4 — — 1 st Fl Stairs/ Den(779/4 1st Fl Mud room(599/4 1st Fl Bedroom#2/ Bathroom#5/ W.I.C.(68/4 0 1 st Fl Bathoom#2(431/6) 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 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,_NY 11706 Page 14 ® System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 10,000 ................. ........... . . . . . . . .. . . . . . . . . . . . . . . . . 9,000 .............. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 8,000 ............................ . . . . . . . . . . . . . . . . . . . . . . . . . . 7,000 .... ............................. ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ........ t AM c6,000......... .............................. . ........... . . . . . . . . . . . . . . . . . .. .. .. . . . . . . . ... . . . . . . ..... 5,000 .......... .............................. ..... ...................... . ......................... 4,000 .............. ............................................ .................... ... .... ... 3,000 .. .. ....... ... ....... 2,000 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 —o— 2nd R Bedroom#3/ Bathroom#3(460/4 —t— 2nd FI Family Room(339/4 �— 2nd FI Open-to-below(730/4 --�— 2nd A Laundry/ Bathroom#4(599/4 2nd R Bedroom#4(36%) 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 1.rh9 Thursday, January 18, 2024, 9:07 PM FRhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 15 j System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen To'#, Description Quan Loss Gain Gain Ga A: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 18.5 320 0 402 402 B: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 77 1,335 0 1,837 1,837 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 221.8 4,404 0 6,223 6,223 106: Glazing-French door, .28/ .32, U-value 0.32, SHGC 96 1,905 0 1,285 1,285 0.4 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 13.6 270 0 570 570 101: Glazing-French door, .28/ .32, U-value 0.32, SHGC 64.7 1,283 0 997 997 0.4 D: Glazing- 47.4 940 0 1,417 1,417 113: Glazing- 64 1,270 0 2,510 2,510 CT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 37 734 0 995 995 108: Door-R5 Door, U-value 0.2 24 298 0 115 115 R25: Wall-Frame, Custom, R25, U-value 0.054 1875.2 6,279 0 2,238 2,238 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 629 2,145 0 1,314 1,314 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 2364.7 4,270 0 895 895 R30, U-value 0.036 Subtotals for structure: 25,453 0 20,798 20,798 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,257 0 838 838 Infiltration: Winter CFM: 128, Summer CFM: 52 8,694 1,410 736 2,146 System 1, Zone 1 Load Totals: 37,404 2,410 26,332 28,742 Check Figures Supply I CFM: 1,200 CFM Per Square ft.: 0.507 Square ft. of Room Area: 2,365 Square ft. Per Ton: 890 Volume (ft3): 23,843 Zone Loads Total Heating Required: 37,404 Btuh 37.404 MBH Total Sensible Gain: 26,332 Btuh 92 % Total Latent Gain: 2,410 Btuh 8 % Total Cooling Required: 28,742 Btuh 2.40 Tons (Based On Sensible + Latent) 2.66 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. i C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads G Elite Software Development,2375 Laurel Ave(Lot Inc. Aberdeen Building Consulting 1) Bay Shore, NY 11706 Page 16 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen bat Sen Totall Description Quan Loss Gain Gain Gail H: Glazing-.28/.32, U-value 0.32, SHGC 0.4 51.9 1,029 0 1,976 1,976 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 4.6 92 0 95 95 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 80.2 1,592 0 1,878 1,878 204: Glazing- 80 1,587 0 951 951 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 125.8 2,497 0 5,136 5,136 i D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 47.4 940 0 1,985 1,985 210: Door-R5 Door, U-value 0.2 8 99 0 38 38 R25: Wall-Frame, Custom, R25, U-value 0.054 1325 4,437 0 1,581 1,581 R25 (triangle): Wall-Frame, Custom, R25, U-value 0.054 104.4 350 0 125 125 i R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 1582 5,396 0 3,307 3,307 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 Subtotals for structure: 18,019 0 17,072 17,072 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 77, Summer CFM: 33 5,261 898 467 1,365 System 2, Zone 1 Load Totals: 23,280 898 21,525 22,423 Check Figures Supply CFM: 981 CFM Per Square ft.: 0.620 Square ft. of Room Area: 1,582 Square ft. Per Ton: 749 Volume (ft3): 17,776 Zone Loads Total Heating Required: 23,280 Btuh 23.280 MBH Total Sensible Gain: 21,525 Btuh 96 % Total Latent Gain: 898 Btuh 4 % Total Cooling Required: 22,423 Btuh 1.87 Tons (Based On Sensible + Latent) 2.11 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 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 17 System 1, Zone 1 Bar Graph 15,000 10,000 System 1 , Zone 1 Loss 37,404 5,000 Btuh 0 Floor 11% Wall 17% Door 1% Infiltration 23% Roof 6% Glass 33% Ductwork 9% 20,000 15,000 System 1 , Zone 1 10,000 Gain 28,742 Btuh 5,000 0 Floor 3% Wall 8% Door 0% Ductwork 3% AED Excursion 10% Roof 5% Glass 56% People 7% Infiltration 7% CAUsers\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 18 System 2, Zone 1 Bar Graph 8,000 6,000 System 2, Zone 4,000 1 Loss 23,280 Btu 2,000 0 Roof 23% Glass 33% Infiltration 23% Wall 21% Door 0% 15,000 10,000 System 2, Zone 1 Gain 5 000 22,423 ' Btuh 0 -- Roof 15% Glass 54% Infiltration 6% Wall 8% Door 0% AED Excursion 18% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,In Aberdeen Building Consulting 2375 Laurel Ave(Lot t Bay Shore, NY 11706 N Page 1 Detailed Room Loads - Room 1 - 1st F/ Bedroom #1 /Bathroom #1 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 30.0 ft. System Number: 1 Room Width: 11.8 ft. Zone Number: 1 Area: 352.5 sq.ft. Supply Air: 162 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 2.7 AC/hr Volume: 3,554 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 5 CFM Runout Air: 81 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 593 ft./min. Percent of Supply: 3 % Runout Air Velocity: 593 ft./min. Actual Winter Infil.: 27 CFM Actual Loss: 0.292 in.wg./100 ft. Actual Summer Infil.: 11 CFM Item Area -U- Htg Sen Clg La Description Quantity Value HTM Loss HTM Gain W -Wall-R25 11.8 X 10.1 78.4 0.054 3.3 263 1.2 0 94 E -Wall-R25 11.8 X 10.1 78.4 0.054 3.3 263 1.2 0 94 S -Wall-R25 30 X 10.1 287.1 0.054 3.3 961 1.2 0 343 W -GIs-A shgc-0.32 0%S (2) 9.2 0.280 17.4 160 33.8 0 312 W -GIs-B shgc-0.32 0%S (2) 30.8 0.280 17.4 534 33.8 0 1,042 S-GIs-B shgc-0.32 0%S 15.4 0.280 17.4 267 16.8 0 259 E -GIs-A shgc-0.32 100%S (2) 9.2 0.280 17.4 160 9.7 0 90 E -GIs-B shgc-0.32 68%S (2) 30.8 0.280 17.4 534 17.4 0 536 Floor-R30 Frame 11.8 X 30 352.5 0.036 1.8 637 0.4 0 133 Subtotals for Structure: 3,779 0 2,903 Infil.: Win.: 27.1, Sum.: 10.9 539 3.424 1,847 0.289 300 156 Ductwork: 537 113 AED Excursion: 379 Room Totals: 6,163 300 3,551 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM esidential&Llpht Commercial HVAC Loads . Elite Software Development,Inc. 7Aberdeen Building Consulting 2375 Laurel Ave(Lot 1)Shore NY 11706 Page 20 f Detailed Room Loads - Room 2 - 1st FI Living Room /Dining Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 26.4 ft. System Number: 1 Room Width: 26.4 ft. Zone Number: 1 Area: 697.9 sq.ft. Supply Air: 235 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 2.0 AC/hr Volume: 7,037 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 7 CFM Runout Air: 78 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 574 ft./min. Percent of Supply: 3 % Runout Air Velocity: 574 ft./min. Actual Winter Infil.: 24 CFM Actual Loss: 0.273 in.wg./l00 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 26.4 X 10.1 133.4 0.054 3.3 447 1.2 0 159 S -Wall-R25 13.4 X 10.1 135.3 0.054 3.3 453 1.2 0 161 N -Wall-R25 7.7 X 10.1 77.3 0.054 3.3 259 1.2 0 92 W -GIs-C shgc-0.4 100%S (2) 37 0.320 19.8 734 11.9 0 440 W -GIs-106 shgc-0.4 94%S 96 0.320 19.8 1,905 13.4 0 1,285 UP-Roof-R49 in rafters 13.6 X 26.4 358.8 0.055 3.4 1,224 2.1 0 750 Floor-R30 Frame 26.4 X 26.4 697.9 0.036 1.8 1,260 0.4 0 264 Subtotals for Structure: 6,282 0 3,151 Infil.:Win.: 24.1, Sum.: 9.7 479 3.424 1,640 0.290 266 139 Ductwork: 756 164 AED Excursion: 550 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 1 1 Room Totals: 8,678 1,266 5,154 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 21 1 Detailed Room Loads - Room 3 - 1st F1 Kitchen (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.7 ft. System Number: 1 Room Width: 10.8 ft. Zone Number: 1 Area: 202.2 sq.ft. Supply Air: 42 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 1.2 AC/hr Volume: 2,039 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 42 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 481 ft./min. Percent of Supply: 3 % Runout Air Velocity: 481 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.264 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Description Quantity Value HTM Loss HTM W -Wall-R25 10.8 X 10.1 95.6 0.054 3.3 320 1.2 0 114 W -GIs-G shgc-0.4 0%S 13.6 0.320 19.8 270 41.9 0 570 Floor-1330 Frame 10.8 X 18.7 202.2 0.036 1.8 365 0.4 0 77 Subtotals for Structure: 955 0 761 Infil.: Win.: 5.5, Sum.: 2.2 109 3.424 374 0.293 61 32 Ductwork: 127 29 AED Excursion: 98 Room Totals: 1,456 61 921 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore.NY 11706 Pa e 22 Detailed Room Loads - Room 4 - 1st FI Foyer (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.7 ft. System Number: 1 Room Width: 12.6 ft. Zone Number: 1 Area: 146.8 sq.ft. Supply Air: 62 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,480 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 62 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 452 ft./min. Percent of Supply: 3 % Runout Air Velocity: 452 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.170 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description OuanMy Value HTM Loss HTM Gain Gain E-Wall-R25 12.6 X 10.1 62.2 0.054 3.3 208 1.2 0 74 E -GIs-101 shgc-0.4 88%S 64.7 0.320 19.8 1,283 15.4 0 997 Floor-R30 Frame 12.6 X 11.7 146.8 0.036 1.8 265 0.4 0 56 Subtotals for Structure: 1,756 0 1,127 Infil.: Win.: 6.4, Sum.: 2.6 127 3.421 434 0.292 70 37 Ductwork: 209 43 144 AED Excursion: Room Totals: 2,399 70 1,351 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting . 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 23 Detailed Room Loads - Room 5 - 1st F/ Stairs /Den (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.3 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 305.0 sq.ft. Supply Air: 283 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 5.5 AC/hr Volume: 3,075 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 5 CFM Runout Air: 94 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 481 ft./min. Percent of Supply: 3 % Runout Air Velocity: 481 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.150 in.wg./100 ft. Actual Summer Infil.: 7 CFM Area -U- Htg Sen UIA rcription OuantiV Value HTM Loss E -Wall-R25 15 X 10.1 67.3 0.054 3.3 225 1.2 0 80 S -Wall-R25 8.7 X 10.1 50.4 0.054 3.3 169 1.2 0 60 N -Wall-R25 10.7 X 10.1 51.6 0.054 3.3 173 1.2 0 62 S-GIs-C shgc-0.4 0%S (2) 37 0.320 19.8 734 20.6 0 762 E-GIs-C shgc-0.4 0%S (3) 55.4 0.320 19.8 1,101 41.9 0 2,322 E -GIs-D shgc-0.4 0%S (3) 28.5 0.320 19.8 564 41.8 0 1,191 N -GIs-C shgc-0.4 100%S (2) 37 0.320 19.8 734 11.9 0 440 N -GIs-D shgc-0.4 100%S (2) 19 0.320 19.8 376 11.9 0 226 Floor-R30 Frame 15 X 20.3 305 0.036 1.8 551 0.4 0 115 Subtotals for Structure: 4,627 0 5,258 Infil.: Win.: 17.4, Sum.: 7.0 346 3.423 1,185 0.289 192 100 Ductwork: 554 198 AED Excursion: 664 Room Totals: 6,366 192 6,220 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 24 Detailed Room Loads - Room 6 - 1st FI Mudroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.4 ft. System Number: 1 Room Width: 14.3 ft. Zone Number: 1 Area: 134.2 sq.ft. Supply Air: 113 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 5.0 AC/hr Volume: 1,353 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 57 CFM Percent of Supply.: 2 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 650 ft./min. Percent of Supply: 3 % Runout Air Velocity: 650 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.478 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E Wall R25 14.2 X 10.1 106.7 0.054 3.3 357 1.2 0 127 N -Wall-R25 8.1 X 10.1 57.5 0.054 3.3 193 1.2 0 69 N -Door-108 3 X 8 24 0.200 12.4 298 4.8 0 115 E-GIs-C shgc-0.4 0%S (2) 37 0.320 19.8 734 41.9 0 1,550 UP-Roof-R49 in rafters 9.4 X 8.5 80 0.055 3.4 273 2.1 0 167 Floor-R30 Frame 14.2 X 9.4 134.2 0.036 1.8 242 0.4 0 51 Subtotals for Structure: 2,097 0 2,079 Infil.: Win.: 11.3, Sum.: 4.6 225 3.424 771 0.289 125 65 Ductwork: 274 79 AED Excursion: 266 Room Totals: 3,142 125 2,489 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) 2iI Bay Shore, NY 11706 Page Detailed Room Loads - Room 7 - 1 st FI Bedroom #2/Bathroom #5/ W.1.C. (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.2 ft. System Number: 1 Room Width: 16.4 ft. Zone Number: 1 Area: 380.3 sq.ft. Supply Air: 207 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 3.2 AC/hr Volume: 3,835 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 104 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 528 ft./min. Percent of Supply: 3 % Runout Air Velocity: 528 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.180 in.wg./100 ft. Actual Summer Infil.: 7 CFM PRIM Area -U- Htg Sen Clg Lat Mn Description Quantity Value HTM Loss HTM Gain W i W -Wall-R25 16.4 X 10.1 83 0.054 3.3 278 1.2 0 99 S -Wall-R25 2 X 10.1 20.2 0.054 3.3 68 1.2 0 24 E -Wall-R25 15.2 X 10.1 152.9 0.054 3.3 512 1.2 0 183 W -Wall-R25 2.3 X 10.1 23.5 0.054 3.3 79 1.2 0 28 W -GIs-C shgc-0.4 11%S 18.5 0.320 19.8 367 38.3 0 709 W -GIs-113 shgc-0.4 8%S 64 0.320 19.8 1,270 39.2 0 2,510 UP-Roof-R49 in rafters 5.4 X 10.4 56.4 0.055 3.4 192 2.1 0 118 Floor-R30 Frame 16.4 X 23.2 380.3 0.036 1.8 687 0.4 0 144 Subtotals for Structure: 3,453 0 3,815 Infil.: Win.: 18.2, Sum.: 7.3 362 3.424 1,240 0.290 201 105 Ductwork: 448 145 AED Excursion: 485 Room Totals: 5,141 201 4,550 i i C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvec-Residential S Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Bulking Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore NY 11706 Paq 26, Detailed Room Loads - Room 8 - 1st FI Bathoom #2 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.8 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: 1 Area: 145.8 sq.ft. Supply Air: 96 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 3.9 AC/hr Volume: 1,470 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 96 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 487 ft./min. Percent of Supply: 3 % Runout Air Velocity: 487 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.153 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 7 X 10.1 52.1 0.054 3.3 174 1.2 0 62 E -Wall-R25 7 X 10.1 70.6 0.054 3.3 236 1.2 0 84 N -Wall-R25 20.8 X 10.1 191.6 0.054 3.3 641 1.2 0 229 W -GIs-CT shgc-0.4 0%S 18.5 0.320 19.8 367 41.9 0 775 N -GIs-CT shgc-0.4 100%S 18.5 0.320 19.8 367 11.9 0 220 UP-Roof-R49 in rafters 20.8 X 6.4 133.7 0.055 3.4 456 2.1 0 279 Floor-R30 Frame 7 X 20.8 145.8 0.036 1.8 263 0.4 0 55 Subtotals for Structure: 2,504 0 1,704 Infil.: Win.: 17.7, Sum.: 7.1 351 3.425 1,203 0.290 195 102 Ductwork: 354 67 AED Excursion: 224 Room Totals: 4,061 195 2,096 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore NY 11706 Page 27 Detailed Room Loads - Room 9 - 2nd FI Bedroom #3/Bathroom #3 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.9 ft. System Number: 2 Room Width: 12.2 ft. Zone Number: 1 Area: 254.5 sq.ft. Supply Air: 149 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 2,291 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 6 CFM Runout Air: 75 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 547 ft./min. Percent of Supply: 3 % Runout Air Velocity: 547 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.248 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Description Quantity Value HTM Loss HTM Gain W -Wall-R25 12.2 X 9 76.1 0.054 3.3 255 1.2 0 91 E -Wall-R25 12.2 X 9 101.5 0.054 3.3 340 1.2 0 121 S-Wall-R25 20.9 X 9 165.1 0.054 3.3 553 1.2 0 197 E-Door-210 2 X 4 8 0.200 12.4 99 4.8 0 38 W -GIs-H shgc-0.4 13%S (2) 33.4 0.320 19.8 662 38.0 0 1,268 S-GIs-A shgc-0.4 0%S 4.6 0.320 19.8 92 20.5 0 95 S -GIs-B shgc-0.4 100%S (2) 18.5 0.320 19.8 368 11.9 0 220 UP-Roof-R49 in rafters 20.9 X 12.2 254.5 0.055 3.4 868 2.1 0 532 Subtotals for Structure: 3,237 0 2,562 Infil.: Win.: 17.2, Sum.: 7.3 407 2.880 1,173 0.255 200 104 AED Excursion: 606 Room Totals: 4,410 200 3,272 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday,January 18, 2024, 9:07 PM FFR—hvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. erdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) i Bay Shore,NY 11706 __ Page 28 Detailed Room Loads - Room 10 - 2nd FI Family Room (Average Load Procedure) i General ANNE Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 31.7 ft. System Number: 2 Room Width: 22.0 ft. Zone Number: 1 Area: 696.7 sq.ft. Supply Air: 175 CFM Ceiling Height: 13.8 ft. Supply Air Changes: 1.1 AC/hr Volume: 9,579 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 8 CFM Runout Air: 88 CFM Percent of Supply.: 5 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 642 ft./min. Percent of Supply: 3 % i Runout Air Velocity: 642 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.341 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg en Clg Lat Description Quantity Value HTM Loss HTM Gain Gaiir W -Wall-R25 22 X 9 87.2 0.054 3.3 292 1.2 0 104 E -Wall-R25 3.9 X 9 35.3 0.054 3.3 118 1.2 0 42 1 W -Wall-R25 (triangle) 11.6 X 9 104.4 0.054 3.3 350 1.2 0 125 W -GIs-B shgc-0.4 100%S (2) 30.8 0.320 19.8 612 11.9 0 366 W -GIs-204 shgc-0.4 100%S 80 0.320 19.8 1,587 11.9 0 951 UP-Roof-R49 in rafters 31.7 X 22 696.7 0.055 3.4 2,376 2.1 0 1,456 Subtotals for Structure: 5,335 0 3,044 Infil.: Win.: 14.3, Sum.: 6.1 338 2.879 972 0.255 166 86 AED Excursion: 711 Room Totals: 6,307 166 3,841 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.-I Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 29 Detailed Room Loads - Room 11 - 2nd FI Open-to-below (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 2 Room Width: 8.8 ft. Zone Number: 1 Area: 131.3 sq.ft. Supply Air: 360 CFM Ceiling Height: 10.8 ft. Supply Air Changes: 15.3 AC/hr Volume: 1,411 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 6 CFM Runout Air: 90 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 458 ft./min. Percent of Supply: 3 % Runout Air Velocity: 458 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.136 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Mon Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R25 15 X 10.8 77.4 0.054 3.3 259 1.2 0 92 S -Wall-R25 4.8 X 10.8 52 0.054 3.3 174 1.2 0 62 W -Wall-R25 10.7 X 10.8 58.8 0.054 3.3 197 1.2 0 70 E -GIs-C shgc-0.4 0%S (3) 55.4 0.320 19.8 1,101 41.9 0 2,322 E -GIs-D shgc-0.4 0%S (3) 28.5 0.320 19.8 564 41.8 0 1,191 W -GIs-C shgc-0.4 0%S (2) 37 0.320 19.8 734 41.9 0 1,548 W -GIs-D shgc-0.4 0%S (2) 19 0.320 19.8 376 41.8 0 794 UP-Roof-R49 in rafters 15 X 8.8 131.2 0.055 3.4 448 2.1 0 274 Subtotals for Structure: 3,853 0 6,353 Infil.: Win.: 13.9, Sum.: 5.9 328 2.879 944 0.256 161 84 AED Excursion: 1,463 Room Totals: 4,797 161 7,900 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore NY 11706 Page 30 Detailed Room Loads - Room 12 - 2nd F/ Laundry/Bathroom #4 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 21.9 ft. System Number: 2 Room Width: 10.3 ft. Zone Number: 1 Area: 224.6 sq.ft. Supply Air: 148 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 2,022 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 74 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 543 ft./min. Percent of Supply: 3 % Runout Air Velocity: 543 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.245 in.wg./l00 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 10.2 X 9 73.8 0.054 3.3 247 1.2 0 88 E-Wall-R25 10.2 X 9 58.9 0.054 3.3 197 1.2 0 70 W -GIs-H shgc-0.4 11%S 18.5 0.320 19.8 367 38.3 0 708 E -GIs-C shgc-0.4 13%S (2) 33.4 0.320 19.8 662 37.9 0 1,266 UP-Roof-R49 in rafters 21.9 X 10.2 224.6 0.055 3.4 766 2.1 0 470 Subtotals for Structure: 2,239 0 2,602 Infil.: Win.: 7.8, Sum.: 3.3 185 2.878 531 0.255 91 47 AED Excursion: 602 Room Totals: 2,770 91 3,251 j C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shan NY 11706 Page 31 Detailed Room Loads - Room 13 - 2nd FI Bedroom #4 (Average Load Procedure) I i Mbnerall Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.3 ft. System Number: 2 Room Width: 16.8 ft. Zone Number: 1 Area: 274.9 sq.ft. Supply Air: 149 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 2,474 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 6 CFM Runout Air: 74 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 545 ft./min. Percent of Supply: 3 % Runout Air Velocity: 545 ft./min. Actual Winter Infil.: 24 CFM Actual Loss: 0.247 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen Descri tion Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 16.8 X 9 120.7 0.054 3.3 404 1.2 0 144 E-Wall-R25 16.8 X 9 151.5 0.054 3.3 507 1.2 0 181 S-Wall-R25 7.3 X 9 66 0.054 3.3 221 1.2 0 79 N -Wall-R25 22.3 X 9 201 0.054 3.3 673 1.2 0 240 W -GIs-B shgc-0.4 0%S (2) 30.8 0.320 19.8 612 41.9 0 1,292 UP-Roof-R49 in rafters 16.3 X 16.8 274.9 0.055 3.4 938 2.1 0 575 Subtotals for Structure: 3,355 0 2,511 Infil.: Win.: 24.1, Sum.: 10.2 570 2.879 1,641 0.256 280 146 AED Excursion: 604 Room Totals: 4,996 280 3,261 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM �Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 32 Room CoolinQ and Heating Loads Bar Graphs f 1 st FI Bedroom#1 /Bathroom#1 j 1 st FI Living Room/Dining Room Cooling 1 st FI Kitchen 1 st FI Foyer 1 st FI Stairs/Den I I 1 st FI Mudroom 1 st FI Bedroom#2/Bathroom#5/W.I.C. 1 st FI Bathoom#2 Heating 2nd FI Bedroom#3/Bathroom#3 2nd A Family Room 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 33 Room Cooling and Heating Loads Bar Graphs 2nd FI Open-to-below Cooling 2nd FI Laundry/Bathroom#4 Heating 2nd FI Bedroom#4 0 2,000 4,000 6,000 8,000 10,000 Btuh I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page Room Cooling Loads Bar Graphs 1 st FI Bedroom#1 /Bathroom#1 1st FI Living Room/Dining Room Sensible 1 st FI Kitchen 1 st FI Foyer 1 st FI Stairs/Den 1st FI Mudroom 1 st FI Bedroom#2/Bathroom#5/W.I.C. 1 st FI Bathoom#2 Latent 2nd FI Bedroom#3/Bathroom#3 2nd FI Family Room 0 2,000 4,000 6,000 8,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.1 Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 35 Room Cooling Loads Bar Graphs 2nd FI Open-to-below Sensible 2nd FI Laundry/Bathroom#4 2nd FI Bedroom#4 Latent 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM rRh'vac-Residential&Light Commercial HVAC Loads ] Elite Software Development,Inc.rdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 _ -_ Page j System 1 Room Load Summary ] Htg Min Run Run Clg Clg Min A �WRoom Area Sens Htg Duct Duct Sens Lat Cig SYRJ No Name SF Btuh CFM Size Vel Btuh Btuh CFM C.. ---Zone 1--- 1 1st A Bedroom#1 353 6,163 80 2-5 593 3,551 300 162 162 / Bathroom#1 2 1st FI Living 698 8,678 113 3-5 574 5,154 1,266 235 235 Room/ Dining Room 3 1 st FI Kitchen 202 1,456 19 1-4 481 921 61 42 42 4 1 st FI Foyer 147 2,399 31 1-5 452 1,351 70 62 62 5 1 st FI Stairs/ Den 305 6,366 83 3-6 481 6,220 192 283 283 6 1st A Mudroom 134 3,142 41 2-4 650 2,489 125 113 113 7 1st FI Bedroom #2 380 5,141 67 2-6 528 4,550 201 207 207 /Bathroom#5/ W.I.C. 8 1 st FI Bathoom#2 146 4,061 53 1-6 487 2,096 195 96 96 Ventilation 2,041 428 821 Duct Latent 626 Return Duct 3 0 3 System 1 total 2,365 39,448 487 26,760 3,860 1,200 1,200 System 1 Main Trunk Size: 12x17 in. Velocity: 847 ft./min Loss per 100 ft.: 0.104 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh r 2.55 87%/ 13 0 26,760 3,860 30,619 Net Re ui ed q Recommended: 2.97 75%/25% 26,760 8,920 35,680 Actual: 4.00 75%/25% 36,000 12,000 48,000 Eq pw merit Data 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: 48,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building ConsultingV 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706L Page 37 System 2 Room Load Summary Htg Min Run Run Clg Cig Min Act Room re a Sens Htg Duct Duct Sens Lat Clg Sys No _Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1 9 2nd FI Bedroom 254 4,410 57 2-5 547 3,272 200 149 149 #3/Bathroom#3 10 2nd FI Family 697 6,307 82 2-5 642 3,841 166 175 175 Room 11 2nd FI Open-to- 131 4,797 62 4-6 458 7,900 161 360 360 below 12 2nd FI Laundry/ 225 2,770 36 2-5 543 3,251 91 148 148 Bathroom#4 13 2nd A Bedroom#4 275 4,996 65 2-5 545 3,261 280 149 149 Ventilation 2,041 428 821 System 2 total 1,582 25,321 303 21,953 1,719 981 981 System 2 Main Trunk Size: 12x15 in. Velocity: 785 ft./min Loss per 100 ft.: 0.096 in.wg Cooling System Summa Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.97 93%/7% 21,953 1,719 23,672 Recommended: 2.44 75%/25% 21,953 7,318 29,270 Actual: 3.00 75%/25% 27,000 9,000 36,000 Equipment Data 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: 36,000 Btuh 36,000 Btuh Adjusted Capacity: n/a 36,000 Btuh Sensible Capacity: n/a 27,000 Btuh Adjusted Sensible Capacity: n/a 27,000 Btuh Latent Capacity: n/a 9,000 Btuh Adjusted Latent Capacity: n/a 9,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday,January 18, 2024, 9:07 PM 2375 Laurel Ave (Lot 1) HVAC Load Calculations for Dino Marra 2375 Laurel Ave (Lot 1) Southold NY 11971 ftwore RHVACRESIDEI�ITIAL I-HVAC LOADS 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,I Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Pa e 2 Load Preview Report ] Has Net. Rec ft2 Sen LailNet Sen Sys Sys Sys Scope AFD Ton Ton /ran Arm Cain Gain Crain Loss � Clg Act J CFM CFM CFM - - -- Building 4.52 5.41 729 3,947 48,712 5,579 54292 64,769 790 2,181 2,181 System 11 st Floor System No 2.55 2.97 795 2,365 26,760 3,860 30,619 39,448 487 1,200 1200 Venlilalon 428 821 1,249 2,041 30 30 30 Supply Duct Latent 626 626 Retum Duct 0 3 3 3 Zone 1 2,365 26,332 2.410 28,742 37,404 487 12M 1200 1-1 st FI Bedroom#1/Bathroom#1 353 3,551 300 3,851 6,163 80 162 162 2-1stFl Living Room/Dining Room 698 5,154 1266 6,420 8,678 113 235 235 3-1 st FI Kitchen 202 921 61 982 1,456 19 42 42 4-1 st FI Foyer 147 1,351 70 1,421 2,399 31 62 62 5-1 st FI Stairs/Den 305 6220 192 6,412 6,366 83 283 283 6-1st FI Mudroom 134 2,489 125 2,614 3,142 41 113 113 7-1 st FI Bedroom#2/Bathroom#5/W 1.C. 380 4,550 201 4,751 5,141 67 207 207 B-1 st FI Bathoom#2 146 2,096 195 2291 4,061 53 96 96 System 2 2nd Floor System No 1.97 2.44 649 1,582 21,953 1,719 23,672 25,321 303 981 981 VenbWcn 428 821 1249 Z041 30 30 30 Zone 1 1,582 21,525 898 22,423 23280 303 981 981 9-2nd FI Bedroom#3/Bathroom#3 254 3272 200 3,472 4,410 57 149 149 10-2nd FI Family Room 697 3,841 166 4,007 6,307 82 175 175 11-2nd A Open-to-below 131 7,900 161 8,061 4,797 62 360 360 12-2nd FI Laundry/Bathroom#4 225 3251 91 3,342 2,770 36 148 148 13-2nd FI Bedroom#4 275 3261 280 3,541 4,996 65 149 149 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) _BayShore,NY 11706 _ _ Page 3 j System 1 - 1st Floor System - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 50,000 40,000 30,000 45.2% Diff.from Avg. (2,809 Btuh Excursion) m c 0 20,000 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 45.2%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,809 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 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore, NY 11706 Page 4 System 2 - 2nd Floor System - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000 30,000 t m �1 ;. % Diff.from Avg. (3,986 Btuh Excursion) 20,000 C7 7s a> 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 61.8%. AED Excursion (amount by which peak exceeds 1.3 x average): 3,986 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 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac esidential& ht evelo ment,Inc. Aberdeen BBuilding Consul9ngCommercial HVAC Loads a Elite Software2375 Laurel pAve(LLott 1) Bay Shore,NY 11706 P -_ _ _ aqe _J Total Building Summary Loads C Area Sen Lat Sen Total ADGlazi go Quan Loss Gain Gain Gain 28 - /.32, U-value 0.28, SHGC 0.32 18.5 320 0 402 402 B: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 77 1,335 0 1,837 1,837 C: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 347.6 6,901 0 11,359 11,359 106: Glazing-French door, .28/ .32, U-value 0.32, SHGC 96 1,905 0 1,285 1,285 0.4 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 13.6 270 0 570 570 101: Glazing-French door, .28/ .32, U-value 0.32, SHGC 64.7 1,283 0 997 997 0.4 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 94.9 1,880 0 3,402 3,402 113: Glazing- 64 1,270 0 2,510 2,510 CT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 37 734 0 995 995 H: Glazing-.28/.32, U-value 0.32, SHGC 0.4 51.9 1,029 0 1,976 1,976 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 4.6 92 0 95 95 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 80.2 1,592 0 1,878 1,878 204:Glazing- 80 1,587 0 951 951 108: Door-R5 Door, U-value 0.2 24 298 0 115 115 210: Door-R5 Door, U-value 0.2 8 99 0 38 38 R25: Wall-Frame, Custom, R25, U-value 0.054 3200.3 10,716 0 3,819 3,819 R25 (triangle): Wall-Frame, Custom, R25, U-value 0.054 104.4 350 0 125 125 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 2211 7,541 0 4,621 4,621 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 2364.7 4,270 0 895 895 R30, U-value 0.036 Subtotals for structure: 43,472 0 37,870 37,870 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,260 628 838 1,467 Infiltration: Winter CFM: 205, Summer CFM: 84 13,955 2,308 1,203 3,511 Ventilation: Winter CFM: 60, Summer CFM: 60 4,082 1,643 856 2,499 AED Excursion: 0 0 6,795 6,795 Total Building Load Totals: 64,769 5,579 48,712 54,292 Total Building Supply CFM: 2,181 CFM Per Square ft.: 0.552 Square ft. of Room Area: 3,947 Square ft. Per Ton: 729 Volume (ft3): 41,619 Building Total Heating Required Including Ventilation Air: 64,769 Btuh 64.769 MBH Total Sensible Gain: 48,712 Btuh 90 % Total Latent Gain: 5,579 Btuh 10 % Total Cooling Required Including Ventilation Air: 54,292 Btuh 4.52 Tons (Based On Sensible + Latent) 5.41 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 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 -_ Page 6 Building Bar Graph 25,000 20,000 15,000 Building Loss 64,769 10,000 Btuh 5,000 0 - - Floor 7% Wall 17% Door 1% Infiltration 22% Roof 12% Glass 31% Ductwork 5% Ventilation 6% 30,000 25,000 20,000 Building 15,000 Gain 54,292 Btuh 10,000 5,000 0 -— -- - - - Floor 2% Wall 7% Door 0% Ductwork 3% Ventilation 5% Roof 9% Glass 52% People 4% Infiltration 61/6 AED Excursion 13% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 7 System 1 1st Floor System Summary Loads Component Area Sen Lat Sen Total Description. Q Gain Gain A: Glazing-.28/.32, U-value 0.28, SHGC 0.32 18.5 320 0 402 402 B: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 77 1,335 0 1,837 1,837 C: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 221.8 4,404 0 6,223 6,223 106: Glazing-French door, .28/ .32, U-value 0.32, SHGC 96 1,905 0 1,285 1,285 0.4 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 13.6 270 0 570 570 101: Glazing-French door, .28/ .32, U-value 0.32, SHGC 64.7 1,283 0 997 997 0.4 D: Glazing- 47.4 940 0 1,417 1,417 113: Glazing- 64 1,270 0 2,510 2,510 CT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 37 734 0 995 995 108: Door-R5 Door, U-value 0.2 24 298 0 115 115 R25: Wall-Frame, Custom, R25, U-value 0.054 1875.2 6,279 0 2,238 2,238 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 629 2,145 0 1,314 1,314 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 2364.7 4,270 0 895 895 R30, U-value 0.036 Subtotals for structure: 25,453 0 20,798 20,798 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,260 628 838 1,467 Infiltration: Winter CFM: 128, Summer CFM: 52 8,694 1,410 736 2,146 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 AED Excursion: 0 0 2,809 2,809 System 1 1 st Floor System Load Totals: 39,448 3,860 26,760 30,619 Supply CFM: 1,200 CFM Per Square ft.: 0.507 Square ft. of Room Area: 2,365 Square ft. Per Ton: 795 Volume (ft3): 23,843 Total Heating Required Including Ventilation Air: 39,448 Btuh 39.448 MBH Total Sensible Gain: 26,760 Btuh 87 % Total Latent Gain: 3,860 Btuh 13 % Total Cooling Required Including Ventilation Air: 30,619 Btuh 2.55 Tons (Based On Sensible + Latent) 2.97 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 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 8 System 2 2nd Floor System Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain H: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 51.9 1,029 0 1,976 1,976 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 4.6 92 0 95 95 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 80.2 1,592 0 1,878 1,878 204:Glazing- 80 1,587 0 951 951 C: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 125.8 2,497 0 5,136 5,136 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 47.4 940 0 1,985 1,985 210: Door-R5 Door, U-value 0.2 8 99 0 38 38 R25: Wall-Frame, Custom, R25, U-value 0.054 1325 4,437 0 1,581 1,581 R25 (triangle): Wall-Frame, Custom, R25, U-value 0.054 104.4 350 0 125 125 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 1582 5,396 0 3,307 3,307 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 Subtotals for structure: 18,019 0 17,072 17,072 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 77, Summer CFM: 33 5,261 898 467 1,365 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 AED Excursion: 0 0 3,986 3,986 System 2 2nd Floor System Load Totals: 25,321 1,719 21,953 23,672 Check Figures Supply CFM: 981 CFM Per Square ft.: 0.620 Square ft. of Room Area: 1,582 Square ft. Per Ton: 649 Volume (ft3): 17,776 S tem Loads Total Heating Required Including Ventilation Air: 25,321 Btuh 25.321 MBH Total Sensible Gain: 21,953 Btuh 93 % Total Latent Gain: 1,719 Btuh 7 % Total Cooling Required Including Ventilation Air: 23,672 Btuh 1.97 Tons (Based On Sensible+ Latent) 2.44 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 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 _ Page 9 System 1 1st Floor System Bar Graph 15,000 System 10,000 1 1st Floor System Loss 5,000 39,448 Btuh 0 Floor 11% Wall 16% Door 1% Infiltration 22% Roof 5% Glass 32% Ductwork 8% Ventilation 5% 20,000 15,000 System 1 1st Floor 10,000 System Gain 30,619 Bt u h 5,000 Floor 3% Wall 7% Door 0% Ductwork 5% Ventilation 4% Roof 4% Glass 53% People 7% Infiltration 7% AED Excursion 9% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 10 System 2 2nd Floor System Bar Graph 8,000 6,000 System 2 2nd Floor 4,000 System Loss 25,321 2,000 Btu h Roof 21% Glass 31% Infiltration 21% Wall 19% Door 0% Ventilation 8% 15,000 System 10,000 2 2nd Floor System j Gain 5,000 23,672 Btuh Roof 14% Glass 51% Infiltration 6% AED Excursion 17% Wall 7% Door 0% Ventilation 5% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting . 2375 Laurel Ave(Lot 1) Bay Shore,-NY 11706 Page 11 Manual S Performance Data - System 1 - 1st Floor System Loads and Design Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 26.760 Outdoor Wet Bulb: 71 Latent Gain: 3.860 Indoor Dry Bulb: 70 Total Gain: 30.619 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 39.448 Indoor Dry Bulb: 72 Entering Dry Bulb: 68.2 Indoor FIR 30 Supply Airflow: 487 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 48.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36.000 26.760 135% Latent Capacity: 12.000 3.860 311% Total Capacity: 48.000 30.619 157% Heating: Model Type: Natural Gas Furnace, Model: , Nominal Capacity: 48.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 48.000 39.448 122% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(lot 1) Bay Shore,NY-11706 Page 12 Manual S Performance Data - System 2 - 2nd Floorstem Loads and Design Conditions — Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 21.953 Outdoor Wet Bulb: 71 Latent Gain: 1.719 Indoor Dry Bulb: 70 Total Gain: 23.672 Indoor RH: 50 Load SHR: 0.93 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 25.321 Indoor Dry Bulb: 72 Entering Dry Bulb: 65.9 Indoor RH: 30 Supply Airflow: 303 Equipment Performance Data at System Desi n Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 36.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 27.000 21.953 123% Latent Capacity: 9.000 1.719 523% Total Capacity: 36.000 23.672 152% Heating: Model Type: Natural Gas Furnace, Model: , Nominal Capacity: 36.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 36.000 25.321 142% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ' Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) j Bay Shore,NY 11706 Page 13 I System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 14,000 13,000 �. . . . . . . . . . . . . . . t 12,000-. . . . . . . . . . . 11,000.. . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... 10,000 . . . . . . . . . . . . . . . . . .. ...... ... . . . . . . . . 9,000 . . . . . . .. . . . .. . . .. . . . .. . . . . . 8,000 . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . ......... . . . .... . . . ...... t 7,000-. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ... ..... . . . . . .. ... 6,000.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ............... . . . . . .. 5,000-. . . . . . . . . . . . . . .. . .. . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . ... 4,0001. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . .. . ... . . . . . . . . . . . ..... . . . ....................... i 3,000 . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . .. . . . . . . . . . . . . . . ........ 2,000 .. .... ..... ..... . . ... . . . . . . . ct:. . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . .. . ..... 1,000 . .. ......... . .... .. . . . ............... . ... . . . . . . . ... . .... . ...... .. . .... . . ... 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 t 1 st R Bedroom#1 / Bathroom#1 (581/4 —ff— 1 st R Living Room/ Dining Room(27/4 �— 1st R Kitchen(581/4 —�— 1 st R Foyer(70/4 1 st R Stairs/ Den(771/4 1 st R Mudroom(590/4 1 st R Bedroom#2/ Bathroom#5/ W.I.C.(68°/4 1 st R Bathoom#2(431/d 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 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 14 S stem 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 10,000 . . ... . . . . . . . . . . . . .. . . . . . . 9,000 ...... ........... .. . . . .... .. . . . . . . . . . . . . . . . . . . . . . . 8,000 . . ... . . . . . . . . ..................... . ... . . .. . . ... .................. . . . . . . . .. ... .. .. . ... .. . . . 7,000 .... ............................. ..... .. . .. r c6,000 ................ .... . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . .. i 5,000 ..... . . . . . . . . .. . . .. . . . .. . . .. . . . . . . . . . . . . . . . . 4,000 ..... ....... . . ........... . . . . . . . . . . . . .. . . . . . . . . . . . . ...... . . 3,000 ... ..... ............. . .. . ... .. . . .... . .. . . .. . . . .... .... ... .... .. . .... . . 2,000 —� 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 �— 2nd R Bedroom#3/ Bathroom#3(460/� f 2nd FI Family Room(33/4 �— 2nd A Open-to-below(739/4 �-- 2nd R Laundry/ Bathroom#4(591/4 — � 2nd R Bedroom#4(360/4 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 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY_11706 Page 15 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component '' Area Lat Sen Total Description Quan Lost Gain Gain Gain A: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 18.5 320 0 402 402 B: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 77 1,335 0 1,837 1,837 C: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 221.8 4,404 0 6,223 6,223 106: Glazing-French door, .28/ .32, U-value 0.32, SHGC 96 1,905 0 1,285 1,285 0.4 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 13.6 270 0 570 570 101: Glazing-French door, .28/ .32, U-value 0.32, SHGC 64.7 1,283 0 997 997 0.4 D: Glazing- 47.4 940 0 1,417 1,417 113: Glazing- 64 1,270 0 2,510 2,510 CT: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 37 734 0 995 995 108: Door-R5 Door, U-value 0.2 24 298 0 115 115 R25: Wall-Frame, Custom, R25, U-value 0.054 1875.2 6,279 0 2,238 2,238 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 629 2,145 0 1,314 1,314 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 R30 Frame: Floor-Over enclosed crawl space, Custom, 2364.7 4,270 0 895 895 R30, U-value 0.036 Subtotals for structure: 25,453 0 20,798 20,798 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,257 0 838 838 Infiltration: Winter CFM: 128, Summer CFM: 52 8,694 1,410 736 2,146 System 1, Zone 1 Load Totals: 37,404 2,410 26,332 28,742 Supply CFM: 1,200 CFM Per Square ft.: 0.507 Square ft. of Room Area: 2,365 Square ft. Per Ton: 890 Volume (W): 23,843 Total Heating Required: 37,404 Btuh 37.404 MBH Total Sensible Gain: 26,332 Btuh 92 % Total Latent Gain: 2,410 Btuh 8 % Total Cooling Required: 28,742 Btuh 2.40 Tons (Based On Sensible + Latent) 2.66 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 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential S Light Commercial HVAC Loads Elite Software Development In�lj Aberdeen Building Consulting . 2375 Laurel Ave(LotBay Shore NY 11706 Pa L, ystem 2, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Lat Sen Description Gain Gain H: Glazing-.28 .32, U-value 0.32, SHGC 0.4 51.9 1,029 0 1,976 1,976 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 4.6 92 0 95 95 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 80.2 1,592 0 1,878 1,878 204: Glazing- 80 1,587 0 951 951 C: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 125.8 2,497 0 5,136 5,136 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 47.4 940 0 1,985 1,985 210: Door-R5 Door, U-value 0.2 8 99 0 38 38 R25: Wall-Frame, Custom, R25, U-value 0.054 1325 4,437 0 1,581 1,581 R25 (triangle): Wall-Frame, Custom, R25, U-value 0.054 104.4 350 0 125 125 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 1582 5,396 0 3,307 31307 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.055 Subtotals for structure: 18,019 0 17,072 17,072 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 77, Summer CFM:33 5,261 898 467 1,365 System 2, Zone 1 Load Totals: 23,280 898 21,525 22,423 Supply CFM: 981 CFM Per Square ft.: 0.620 Square ft. of Room Area: 1,582 Square ft. Per Ton: 749 Volume (ft3): 17,776 Total Heating Required: 23,280 Btuh 23.280 MBH Total Sensible Gain: 21,525 Btuh 96 % Total Latent Gain: 898 Btuh 4 % Total Cooling Required: 22,423 Btuh 1.87 Tons (Based On Sensible + Latent) 2.11 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 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 17 System 1, Zone 1 Bar Graph 15,000 10,000 System 1 , Zone 1 Loss 37,404 5,000 Btu h o Floor 11% Wall 17% Door 1% Infiltration 23% Roof 6% Glass 33% Ductwork 9% 20,000 15,000 System 1 , Zone 1 10,000 Gain 28,742 Btuh 5,000 0 Floor 3% Wall 8% Door 0% Ductwork 3% AED Excursion 10% Roof 5% Glass 56% People 7% Infiltration 7% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Light HVAC Loads - ■ - Elite Soft2 Development, Aberdeen Building 37LauelAve(Lot 1) Bay SheeNY1 18 System 2, Zone 1 Bar Graph 8,000 6,000 System 2, Zone 4,000 1 Loss 23,280 Btuh 2,000 0 — Roof 23% Glass 33% Infiltration 23% Wall 21% Door 0% 15,000 10,000 System 2, Zone ' 1 Gain 22,423 5,000 Btu h Jim o - - - - - - Roof 15% Glass 54% Infiltration 6% Wall 8% Door 0% AED Excursion 18% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads E Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) BayShore,NY 11706 age 19 Detailed Room Loads - Room 1 - 1st FI Bedroom #1 /Bathroom#1 (Average Load- Procedure) General _ Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 30.0 ft. System Number: 1 Room Width: 11.8 ft. Zone Number: 1 Area: 352.5 sq.ft. Supply Air: 162 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 2.7 AC/hr Volume: 3,554 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 5 CFM Runout Air: 81 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 593 ft./min. Percent of Supply: 3 % Runout Air Velocity: 593 ft./min. Actual Winter Infil.: 27 CFM Actual Loss: 0.292 in.wg./100 ft. Actual Summer Infil.: 11 CFM Item Area -U- Htg Sen Clg Lat Sen jDescription Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 11.8 X 10.1 78.4 0.054 3.3 263 1.2 0 94 E -Wall-R25 11.8 X 10.1 78.4 0.054 3.3 263 1.2 0 94 S-Wall-R25 30 X 10.1 287.1 0.054 3.3 961 1.2 0 343 W -GIs-A shgc-0.32 0%S (2) 9.2 0.280 17.4 160 33.8 0 312 W -GIs-B shgc-0.32 0%S (2) 30.8 0.280 17.4 534 33.8 0 1,042 S -GIs-B shgc-0.32 0%S 15.4 0.280 17.4 267 16.8 0 259 E -GIs-A shgc-0.32 100%S (2) 9.2 0.280 17.4 160 9.7 0 90 E -GIs-B shgc-0.32 68%S (2) 30.8 0.280 17.4 534 17.4 0 536 Floor-R30 Frame 11.8 X 30 352.5 0.036 1.8 637 0.4 0 133 Subtotals for Structure: 3,779 0 2,903 Infil.: Win.: 27.1, Sum.: 10.9 539 3.424 1,847 0.289 300 156 Ductwork: 537 113 AED Excursion: 379 Room Totals: 6,163 300 3,551 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 20 Detailed Room Loads - Room 2 - 1st FI Living Room /Dining Room (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 26.4 ft. System Number: 1 Room Width: 26.4 ft. Zone Number: 1 Area: 697.9 sq.ft. Supply Air: 235 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 2.0 AC/hr Volume: 7,037 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 7 CFM Runout Air: 78 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 574 ft./min. Percent of Supply: 3 % Runout Air Velocity: 574 ft./min. Actual Winter Infil.: 24 CFM Actual Loss: 0.273 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area JUL Htg Sen Cig Lat Sen 1 Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 26.4 X 10.1 133.4 0.054 3.3 447 1.2 0 159 S -Wall-R25 13.4 X 10.1 135.3 0.054 3.3 453 1.2 0 161 N -Wall-R25 7.7 X 10.1 77.3 0.054 3.3 259 1.2 0 92 W -GIs-C shgc-0.4 100%S (2) 37 0.320 19.8 734 11.9 0 440 W -GIs-106 shgc-0.4 94%S 96 0.320 19.8 1,905 13.4 0 1,285 UP-Roof-R49 in rafters 13.6 X 26.4 358.8 0.055 3.4 1,224 2.1 0 750 Floor-R30 Frame 26.4 X 26.4 697.9 0.036 1.8 1,260 0.4 0 264 Subtotals for Structure: 6,282 0 3,151 Infil.: Win.: 24.1, Sum.: 9.7 479 3.424 1,640 0.290 266 139 Ductwork: 756 164 AED Excursion: 550 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 8,678 1,266 5,154 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 ■ Pa a 21 Detailed Room Loads - Room 3 - 1st F/ Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.7 ft. System Number: 1 Room Width: 10.8 ft. Zone Number: 1 Area: 202.2 sq.ft. Supply Air: 42 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 1.2 AC/hr Volume: 2,039 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 42 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 481 ft./min. Percent of Supply: 3 % Runout Air Velocity: 481 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.264 in.wg./100 ft. Actual Summer Infil.: 2 CFM -U- Htg Sen Clg Lat Sen Value HTM Loss HTM Gain Gain W -Wall-R25 10.8 X 10.1 95.6 0.054 3.3 320 1.2 0 114 W -GIs-G shgc-0.4 0%S 13.6 0.320 19.8 270 41.9 0 570 Floor-R30 Frame 10.8 X 18.7 202.2 0.036 1.8 365 0.4 0 77 Subtotals for Structure: 955 0 761 Infil.: Win.: 5.5, Sum.: 2.2 109 3.424 374 0.293 61 32 Ductwork: 127 29 AED Excursion: 98 Room Totals: 1,456 61 921 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 22 Detailed Room Loads - Room 4 - 1st F/ Foyer (Average Load Procedure) General - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.7 ft. System Number: 1 Room Width: 12.6 ft. Zone Number: 1 Area: 146.8 sq.ft. Supply Air: 62 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,480 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 62 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 452 ft./min. Percent of Supply: 3 % Runout Air Velocity: 452 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.170 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Senl ascription Quantity Value HTM Loss HTM Gain Gain E -Wall-R25 12.6 X 10.1 62.2 0.054 3.3 208 1.2 0 74 E -GIs-101 shgc-0.4 88%S 64.7 0.320 19.8 1,283 15.4 0 997 Floor-R30 Frame 12.6 X 11.7 146.8 0.036 1.8 265 0.4 0 56 Subtotals for Structure: 1,756 0 1,127 Infil.: Win.: 6.4, Sum.: 2.6 127 3.421 434 0.292 70 37 Ductwork: 209 43 AED Excursion: 144 Room Totals: 2,399 70 1,351 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 1 Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) ! Bay Shore,NY 11706 ■ Pa a 23 Detailed Room Loads - Room 5 - 1st FI Stairs /Den (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.3 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 305.0 sq.ft. Supply Air: 283 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 5.5 AC/hr Volume: 3,075 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 5 CFM Runout Air: 94 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 481 ft./min. Percent of Supply: 3 % Runout Air Velocity: 481 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.150 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item,; a -U- Htg Sen Clg Lat Sen 1 Value HTM Loss HTM Gain Gain E -Wall-R25 15 X 10.1 67.3 0.054 3.3 225 1.2 0 80 S -Wall-R25 8.7 X 10.1 50.4 0.054 3.3 169 1.2 0 60 N -Wall-R25 10.7 X 10.1 51.6 0.054 3.3 173 1.2 0 62 S -GIs-C shgc-0.4 0%S (2) 37 0.320 19.8 734 20.6 0 762 E -GIs-C shgc-0.4 0%S (3) 55.4 0.320 19.8 1,101 41.9 0 2,322 E -GIs-D shgc-0.4 0%S (3) 28.5 0.320 19.8 564 41.8 0 1,191 N -GIs-C shgc-0.4 100%S (2) 37 0.320 19.8 734 11.9 0 440 N -GIs-D shgc-0.4 100%S (2) 19 0.320 19.8 376 11.9 0 226 Floor-R30 Frame 15 X 20.3 305 0.036 1.8 551 0.4 0 115 Subtotals for Structure: 4,627 0 5,258 Infil.: Win.: 17.4, Sum.: 7.0 346 3.423 1,185 0.289 192 100 Ductwork: 554 198 AED Excursion: 664 Room Totals: 6,366 192 6,220 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) M Bay Shore,NY 11706 Page 24 Detailed Room Loads - Room 6 - 1st F/ Mudroom (Average Load Procedure) General - - -- Calculation Mode: Htg. &c1g. Occurrences: 1 Room Length: 9.4 ft. System Number: 1 Room Width: 14.3 ft. Zone Number: 1 Area: 134.2 sq.ft. Supply Air: 113 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 5.0 AC/hr Volume: 1,353 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 57 CFM Percent of Supply.: 2 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 650 ft./min. Percent of Supply: 3 % Runout Air Velocity: 650 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.478 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen' Desertion Quantfty Value HTM Loss HTM Gain Gain E -Wall-R25 14.2 X 10.1 106.7 0.054 3.3 357 1.2 0 127 N -Wall-R25 8.1 X 10.1 57.5 0.054 3.3 193 1.2 0 69 N -Door-108 3 X 8 24 0.200 12.4 298 4.8 0 115 E -GIs-C shgc-0.4 0%S (2) 37 0.320 19.8 734 41.9 0 1,550 UP-Roof-R49 in rafters 9.4 X 8.5 80 0.055 3.4 273 2.1 0 167 Floor-R30 Frame 14.2 X 9.4 134.2 0.036 1.8 242 0.4 0 51 Subtotals for Structure: 2,097 0 2,079 Infil.:Win.: 11.3, Sum.: 4.6 225 3.424 771 0.289 125 65 Ductwork: 274 79 AED Excursion: 266 Room Totals: 3,142 125 2,489 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 25 Detailed Room Loads - Room 7 - 1 st Fl Bedroom #2/Bathroom #5/ W.l.C. (Average Load Procedure)I-G - emral - -- Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 23.2 ft. System Number: 1 Room Width: 16.4 ft. Zone Number: 1 Area: 380.3 sq.ft. Supply Air: 207 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 3.2 AC/hr Volume: 3,835 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 104 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 528 ft./min. Percent of Supply: 3 % Runout Air Velocity: 528 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.180 in.wg./100 ft. Actual Summer Infil.: 7 CFM Ma'Ie HTM Los W -Wall-R25 16.4 X 10.1 83 0.054 3.3 278 1.2 0 99 S -Wall-R25 2 X 10.1 20.2 0.054 3.3 68 1.2 0 24 E -Wall-R25 15.2 X 10.1 152.9 0.054 3.3 512 1.2 0 183 W -Wall-R25 2.3 X 10.1 23.5 0.054 3.3 79 1.2 0 28 W -GIs-C shgc-0.4 11%S 18.5 0.320 19.8 367 38.3 0 709 W -GIs-113 shgc-0.4 8%S 64 0.320 19.8 1,270 39.2 0 2,510 UP-Roof-R49 in rafters 5.4 X 10.4 56.4 0.055 3.4 192 2.1 0 118 Floor-R30 Frame 16.4 X 23.2 380.3 0.036 1.8 687 0.4 0 144 Subtotals for Structure: 3,453 0 3,815 Infil.: Win.: 18.2, Sum.: 7.3 362 3.424 1,240 0.290 201 105 Ductwork: 448 145 AED Excursion: 485 Room Totals: 5,141 201 4,550 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite software Development,Inc. Aberdeen Building ConsultingE 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 _ Page 26 Detailed Room Loads - Room 8 - 1st FI Bathoom #2 (Average Load Procedure' General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.8 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: 1 Area: 145.8 sq.ft. Supply Air: 96 CFM Ceiling Height: 10.1 ft. Supply Air Changes: 3.9 AC/hr Volume: 1,470 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 96 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 487 ft./min. Percent of Supply: 3 % Runout Air Velocity: 487 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.153 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg -San- Clg Lat Sen Descripfion _ Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 7 X 10.1 52.1 0.054 3.3 174 1.2 0 62 E -Wall-R25 7 X 10.1 70.6 0.054 3.3 236 1.2 0 84 N -Wall-R25 20.8 X 10.1 191.6 0.054 3.3 641 1.2 0 229 W -GIs-CT shgc-0.4 0%S 18.5 0.320 19.8 367 41.9 0 775 N -GIs-CT shgc-0.4 100%S 18.5 0.320 19.8 367 11.9 0 220 UP-Roof-R49 in rafters 20.8 X 6.4 133.7 0.055 3.4 456 2.1 0 279 Floor-1130 Frame 7 X 20.8 145.8 0.036 1.8 263 0.4 0 55 Subtotals for Structure: 2,504 0 1,704 Infil.: Win.: 17.7, Sum.: 7.1 351 3.425 1,203 0.290 195 102 Ductwork: 354 67 AED Excursion: 224 Room Totals: 4,061 195 2,096 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Pam 27 Detailed Room Loads - Room 9 - 2nd Fl Bedroom #3/Bathroom #3 (Average Load Procedure) mhm-eral - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.9 ft. System Number: 2 Room Width: 12.2 ft. Zone Number: 1 Area: 254.5 sq.ft. Supply Air: 149 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 2,291 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 6 CFM Runout Air: 75 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 547 ft./min. Percent of Supply: 3 % Runout Air Velocity: 547 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.248 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item -U- Htg Sen Clg Lat Sen Descrip' E 'Value HTM Loss HTM Gain Gain W -Wall-R25 12.2 X 9 76.1 0.054 3.3 255 1.2 0 91 E -Wall-R25 12.2 X 9 101.5 0.054 3.3 340 1.2 0 121 S -Wall-R25 20.9 X 9 165.1 0.054 3.3 553 1.2 0 197 E -Door-210 2 X 4 8 0.200 12.4 99 4.8 0 38 W -GIs-H shgc-0.4 13%S (2) 33.4 0.320 19.8 662 38.0 0 1,268 S-GIs-A shgc-0.4 0%S 4.6 0.320 19.8 92 20.5 0 95 S-GIs-B shgc-0.4 100%S (2) 18.5 0.320 19.8 368 11.9 0 220 UP-Roof-R49 in rafters 20.9 X 12.2 254.5 0.055 3.4 868 2.1 0 532 Subtotals for Structure: 3,237 0 2,562 Infil.: Win.: 17.2, Sum.: 7.3 407 2.880 1,173 0.255 200 104 AED Excursion: 606 Room Totals: 4,410 200 3,272 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting0 2375 Laurel Ave(Lot 1) Bay Shore NY 11706 Page 28 Detailed Room Loads-- Room 10 - 2nd F/ Family Room (Average_Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 31.7 ft. System Number: 2 Room Width: 22.0 ft. Zone Number: 1 Area: 696.7 sq.ft. Supply Air: 175 CFM Ceiling Height: 13.8 ft. Supply Air Changes: 1.1 AC/hr Volume: 9,579 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 8 CFM Runout Air: 88 CFM Percent of Supply.: 5 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 642 ft./min. Percent of Supply: 3 % Runout Air Velocity: 642 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.341 in.wg./100 ft. Actual Summer Infil.: 6 CFM item Area -U- Htg Sen Clg Lat Sen LDescri Lion_ Quantity Value_ HTM Loss HTM Gain Gain W -Wall-R25 22 X 9 87.2 0.054 3.3 292 1.2 0 104 E -Wall-R25 3.9 X 9 35.3 0.054 3.3 118 1.2 0 42 W -Wall-R25 (triangle) 11.6 X 9 104.4 0.054 3.3 350 1.2 0 125 W -GIs-B shgc-0.4 100%S (2) 30.8 0.320 19.8 612 11.9 0 366 W -GIs-204 shgc-0.4 100%S 80 0.320 19.8 1,587 11.9 0 951 UP-Roof-R49 in rafters 31.7 X 22 696.7 0.055 3.4 2,376 2.1 0 1,456 Subtotals for Structure: 5,335 0 3,044 Infil.:Win.: 14.3, Sum.: 6.1 338 2.879 972 0.255 166 86 AED Excursion: 711 Room Totals: 6,307 166 3,841 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Pa e 29 Detailed Room Loads - Room 11 - 2nd FI Open-to-below (Average Load Procedure General -- mob. --. .:. -- Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 2 Room Width: 8.8 ft. Zone Number: 1 Area: 131.3 sq.ft. Supply Air: 360 CFM Ceiling Height: 10.8 ft. Supply Air Changes: 15.3 AC/hr Volume: 1,411 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 6 CFM Runout Air: 90 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 458 ft./min. Percent of Supply: 3 % Runout Air Velocity: 458 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.136 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat� Description Quantity___Value HTM Loss HTM Gain Gain E -Wall-R25 15 X 10.8 77.4 0.054 3.3 259 1.2 0 92 S-Wall-R25 4.8 X 10.8 52 0.054 3.3 174 1.2 0 62 W -Wall-R25 10.7 X 10.8 58.8 0.054 3.3 197 1.2 0 70 E -GIs-C shgc-0.4 0%S (3) 55.4 0.320 19.8 1,101 41.9 0 2,322 E -GIs-D shgc-0.4 0%S (3) 28.5 0.320 19.8 564 41.8 0 1,191 W -GIs-C shgc-0.4 0%S (2) 37 0.320 19.8 734 41.9 0 1,548 W -GIs-D shgc-0.4 0%S (2) 19 0.320 19.8 376 41.8 0 794 UP-Roof-R49 in rafters 15 X 8.8 131.2 0.055 3.4 448 2.1 0 274 Subtotals for Structure: 3,853 0 6,353 Infil.: Win.: 13.9, Sum.: 5.9 328 2.879 944 0.256 161 84 AED Excursion: 1,463 Room Totals: 4,797 161 7,900 I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 30 Detailed Room Loads - Room 12 - 2nd FI Laundry/Bathroom #4 (Average Load Procedure) ----- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 21.9 ft. System Number: 2 Room Width: 10.3 ft. Zone Number: 1 Area: 224.6 sq.ft. Supply Air: 148 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 2,022 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 74 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 543 ft./min. Percent of Supply: 3 % Runout Air Velocity: 543 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.245 in.wg./100 ft. Actual Summer Infil.: 3 CFM Mbtn Area -U- Htg Sen Clg Lat Sen ilkwion Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 10.2 X 9 73.8 0.054 3.3 247 1.2 0 88 E -Wall-R25 10.2 X 9 58.9 0.054 3.3 197 1.2 0 70 W -GIs-H shgc-0.4 11%S 18.5 0.320 19.8 367 38.3 0 708 E -GIs-C shgc-0.4 13%S (2) 33.4 0.320 19.8 662 37.9 0 1,266 UP-Roof-R49 in rafters 21.9 X 10.2 224.6 0.055 3.4 766 2.1 0 470 Subtotals for Structure: 2,239 0 2,602 Infil.: Win.: 7.8, Sum.: 3.3 185 2.878 531 0.255 91 47 AED Excursion: 602 Room Totals: 2,770 91 3,251 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday,January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore.NY 11706 ■ Pa 931 Detailed Room Loads - Room 13 - 2nd FI Bedroom #4 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.3 ft. System Number: 2 Room Width: 16.8 ft. Zone Number: 1 Area: 274.9 sq.ft. Supply Air: 149 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 2,474 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 6 CFM Runout Air: 74 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 545 ft./min. Percent of Supply: 3 % Runout Air Velocity: 545 ft./min. Actual Winter Infil.: 24 CFM Actual Loss: 0.247 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 16.8 X 9 120.7 0.054 3.3 404 1.2 0 144 E -Wall-R25 16.8 X 9 151.5 0.054 3.3 507 1.2 0 181 S-Wall-R25 7.3 X 9 66 0.054 3.3 221 1.2 0 79 N -Wall-R25 22.3 X 9 201 0.054 3.3 673 1.2 0 240 W -GIs-B shgc-0.4 0%S (2) 30.8 0.320 19.8 612 41.9 0 1,292 UP-Roof-R49 in rafters 16.3 X 16.8 274.9 0.055 3.4 938 2.1 0 575 Subtotals for Structure: 3,355 0 2,511 Infil.: Win.: 24.1, Sum.: 10.2 570 2.879 1,641 0.256 280 146 AED Excursion: 604 Room Totals: 4,996 280 3,261 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 32 Room Cooling and Heating Loads Bar Graphs 1st A Bedroom#1 /Bathroom#1 1st FI Living Room/Dining Room Cooling 1 st FI Kitchen I 1st FI Foyer 1 st FI Stairs/Den 1 st FI Mudroom 1st FI Bedroom#2/Bathroom#5/W.I.C. 1 st FI Bathoom#2 Heating 2nd FI Bedroom#3/Bathroom#3 2nd FI Family Room 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rh vac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 33 Room Cooling and Heating Loads Bar Graphs 2nd FI Open-to-below Cooling 2nd FI Laundry/Bathroom#4 i Heating 2nd FI Bedroom#4 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Developmen�IncAberdeen Building Consulting 2375 Laurel Ave(Bay Shore,NY 11706 Pa Room CoolingLoads Bar Graphs 1 st FI Bedroom#1 /Bathroom#1 1st FI Living Room/Dining Room Sensible 1 st FI Kitchen 1 st FI Foyer 1 st FI Stairs/Den 1st FI Mudroom 1 st FI Bedroom#2/Bathroom#5/W.I.C. 1 st FI Bathoom#2 Latent 2nd FI Bedroom#3/Bathroom#3 2nd FI Family Room 0 2,000 4,000 6,000 8,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 2375 Laurel Ave(Lot 1) Bay Shore,NY 11706 Page 35 Room Cooling Loads Bar Graphs 2nd FI Open-to-below Sensible 2nd FI Laundry/Bathroom#4 2nd FI Bedroom#4 Latent 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Aberdeen - - - ® 2375 Laurel ve((fit 1) Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Baerdeen Building Consulting Shore,NY 11706 - Pa a 36 System 1 Room Load Summary Htg Min Run Run Cig Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1-- - 1 1st FI Bedroom#1 353 6,163 80 2-5 593 3,551 300 162 162 /Bathroom#1 2 1 st FI Living 698 8,678 113 3-5 574 5,154 1,266 235 235 Room/ Dining Room 3 1 st FI Kitchen 202 1,456 19 1-4 481 921 61 42 42 4 1st FI Foyer 147 2,399 31 1-5 452 1,351 70 62 62 5 1 st FI Stairs/Den 305 6,366 83 3-6 481 6,220 192 283 283 6 1st FI Mudroom 134 3,142 41 2-4 650 2,489 125 113 113 7 1st FI Bedroom#2 380 5,141 67 2-6 528 4,550 201 207 207 /Bathroom#5/ W.I.C. 8 1 st FI Bathoom#2 146 4,061 53 1-6 487 2,096 195 96 96 1 Ventilation 2,041 428 821 Duct Latent 626 Return Duct 3 0 3 System 1 total 2,365 39,448 487 26,760 3,860 1,200 1,200 System 1 Main Trunk Size: 12x17 in. Velocity: 847 ft./min Loss per 100 ft.: 0.104 in.wg C6611199System Summer _ Coo Sensi WIFensible Latent Total Tons S Btuh Btuh Btuh Net Required: 2.55 87%/ 13% 26,760 3,860 30,619 Recommended: 2.97 75%/25% 26,760 8,920 35,680 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data _ 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: 48,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ■ 2375 Laurel Ave(Lot 1) Bay Shore.NY 11706 Pa 37 System 2 Room Load Summary Min Run Run Clg Clg Min Act Room ' Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1-- 9 2nd FI Bedroom 254 4,410 57 2-5 547 3,272 200 149 149 #3/Bathroom#3 10 2nd FI Family 697 6,307 82 2-5 642 3,841 166 175 175 Room 11 2nd FI Open-to- 131 4,797 62 4-6 458 7,900 161 360 360 below 12 2nd FI Laundry/ 225 2,770 36 2-5 543 3,251 91 148 148 Bathroom#4 13 2nd FI Bedroom#4 275 4,996 65 2-5 545 3,261 280 149 149 Ventilation 2,041 428 821 System 2 total 1,582 25,321 303 21,953 1,719 981 981 System 2 Main Trunk Size: 12x15 in. Velocity: 785 ft./min Loss per 100 ft.: 0.096 in.wg Sys Cooling Sensible/Latent Sensible Latent Total Tons Split _ Btuh Btuh Btuh Net Required: 1.97 93%/7% 21,953 1,719 23,672 Recommended: 2.44 75%/25% 21,953 7,318 29,270 Actual: 3.00 75%/25% 27,000 9,000 36,000 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: 36,000 Btuh 36,000 Btuh Adjusted Capacity: n/a 36,000 Btuh Sensible Capacity: n/a 27,000 Btuh Adjusted Sensible Capacity: n/a 27,000 Btuh Latent Capacity: n/a 9,000 Btuh Adjusted Latent Capacity: n/a 9,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 1.rh9 Thursday, January 18, 2024, 9:07 PM FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------ C FOUNDATION (2ND) o oe ROUGH FRAMING& �2" / ro m PLUMBING • 3 .� r INSULATION PER N.Y. H STATE ENERGY CODE r� ✓c �E f, YF•v �V FINAL000, ADDITIONAL COMMENTS Q � z � � m 3 2-s LAsu_I ' 5� -d-5 r .Q a n nt �b� —See i es-�. O z x T— d G,J H =o�oSufFoc,r�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• �ao�� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT '' `\ 1 r Office Use Only �j PERMIT NO. v Building Inspector: 'Applications and forms must be filled out.in their entirety..Incomplete applications will not be accepted. Where the Applicant is not the.owner,an.. :N Owner's Authorization form(Page 2)shall be completed.. �'� Date: OWNER(S)OF PROPERTY: Name:Constantino Marra -IS TM#1000- Gjrj— C)Lo,'3(0 r� Project Address: Phone#:516-946-235 Email:dmarra02@gmai1.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 Email::bepperson@amparchitect.com DESIGN PROFESSIONAL:INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152,Mattituck,_N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com '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 ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property:S Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? XYes ❑No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction'of buildings,, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, , housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as'a Class A misdemeanorpursuant'to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): C Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF&�b��) C \l � (� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the k-(�=VCIU 1 (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 k owledge and belief;and that the work will be performed in the manner set forth in the application file therewith. BARBARA H. TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 7 day of �/4'Ny ��/ ,20� Commission fiedExpiiresol +M"OO L1 a,7 Notary Public Z PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, (.O/t� LY �/+-� "yam-/f residing at_7� �S ' � J�Q ( (r AY do hereby authorize t to apply on my behalf to the Town of Southold Building Department for approval as described herein. 11Owner's Signature Date �O/1 S"l a14)C> Print Owner's Name 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �� Sol �. P.O.Sox 1179 54375 State Route 25 O r � Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Ci Southold,NY � Telephone:631 765-1938 www.southoldtownny.gov 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 80160 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 80/60 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, .-M-64 Donald J. Wt nski Chairman CC#: C2345817 Vr 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, I have hereunto set my hand and affixed the seal of said County and Court this 05/04/2023 SUFFOLK COUNTY CLERK v � VINCENT PULED SEAL l I[IIIII lfii I[I(I Illll III[I IIIII f(III Iloll 11111 dill llll IIIIIIIfllllllllll(IIIIII � 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 $485.20 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County 1 R',.f1RGED I9cu 04 11;C13-32 All vinow.t ruleo ,Ibex of pages CLERK 17 SUFFOLK COUNTY L D00013200 This document Will be public P 222 record.Please remove all Social Security Numbers prior to recording. / Deed/Mortgage instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 SubTotal Spec./Assit. Notation �r or EA 5217(County) Sub Total In Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. D _ Held forAppointment Comm.of Ed. S. 00 TransferTax Affidavit is Mansion Tax Certi S.o{V The property covered by this mortgage is or will be Improved by a one or two NYS Surcharge 15. 00a s a 0 family dwelling only. Sub Total YES orNO Other Grand Total ". Q0 If NO,see appropriate tax clause on page# ofthis instrument. wn L A4 n n •.00 4 1 Dist too 5 JCmmunity Preservation Fund 5077767 Real Prop Consideration Amount$ TaxSery R OTY A TS Agency CPF Tax Due $ Verificati SAY Improved 6 Satisfactions/DischarggiCel D&RE URtgptOvownersMailingAddress Vacant Land FINNEGAN LAW,P.C. Martin D.Finnegan,Esq. TD PO Box 1452 TD 13250 Main Road Mattituck,NY 11952 TD Mail to:Judith A.Pascale,Suffolk County clerk Title Company Information 310 Center Drive, Riverhead, NY 12901 Co.Name www.suffclkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached COVENANT made by; (SPECIFY TYPE 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 G THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIORTO RECORDING OR FILING. over PT S StatID: 5077767 R °TM 0 Q4-MAY-23 Tax Maps aict Secton Block Lot School District A0 05500 0600 036000 SOUTHOLD '1000 05600 0100 001000 SOUTHOLD r. ti DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this Ift day of �►�QfLf1 ,20Z3 by 2425 LAUREL AVENUE LLC,a New York Limited Liability Company with an address at PO Box 181,Westhampton,NY 11977,hereinafter referred to as the DECLARANT. t-V"tl!v 44,ZZ- 9-4 .N,�it5K z 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 800/a 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 Iot 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 Northem 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 squ Amir.-SWIRWIF Lot 2: 18,088 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. 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. ' Prior to any clearing or grading,the clearing limits and buffers shall be clearly V _ 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. i. 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. Boundary Fence �J 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 sormwater 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 1 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 1 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#der 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 500* ) COUNTY OF rlPat*j ) SS: On thisal day of /AWG4 , in the year 2C ,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, County of leAm JARRED COOPER IgNLOCH NO Public Notary Public State of South Carolina My Commission Expires Aug 10.2031 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 I 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 comer 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 comer 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 ne Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 vrww.dec.ny.gov October 6, 2023 AMP Architecture PLLC 1075 Frankville Rd Laurel, NY 11948 Re: Application ID 1-4738-00952/00005 Marratime Captial V LLC Project 705,751,2425 Laurel Ave, Southold, NY SCTM# 1000-55-6-35,36 SCTM# 1000-56-1-1 Dear Applicant, I 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 endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535.The terra "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§11-535. In order to avoid an Endangered Species "take," no tree cutting activities must be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you 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) 444-0310. Sincerely Ma MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File NEW Department of i STATE Environmenta[ Conservation I I� I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 BroaClvay,Albany, New York 12233-3505 P: (518)402-8111 F:(518)402-9029 vwvw.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 412212024, 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 OPPORTUNITY Environmental Conservation If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate 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, Da David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Setauket, NEW YORK 11733 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division�of Water, Bureau of Water Permits 625 W045+vay;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). Zl� NEWYORK Department of STA OPPORTUNITY Environmental Conservation If other UPApermits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate 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, 0aJ David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Setauket, NEW YORK 11733 tstafet/C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ® Town Hall Annex - 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Off, Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh 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 D I request an email copy of Certificate of Compliance Elec: Address.: 365,Kirkup-Ln-Mattttuck, NY 1-1,952 JOB SITE INFORMATION (All Information Required) Name: Laurel Ave Subd Lot 1 Address: 2375 Laurel Ave, Southold, NY 11971 Cross Street: Yennecott Dr Phone No.: 631-603-9092 BIdg.Permit#: 50628 email:dmarra02@gmail.com Tax Map District: 1000 Section:55 Block: 06 Lot:36.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Construction Square Footage: 6994 Circle All That Apply: I -7a I Is job ready for inspection?: YES ✓V NO RoufhIn 11Final Do you need a Temp Certificate?: Fv YES 0 NO Issued On Temp Information: (All information required) Service Size71 Ph❑3 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 0 Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION It 2q ;:>Au2k 4q-q v Ire CO 1 o-7 %99 $ 3 9'0 rk C 4 lam► 8'G i �o��S11fF0(,��oGy BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4-A 0�_ .Telephone (631) 765-1802 Temporary Certificate #' 1-121 - Date Jk.� �� 2024 Customer Name 4A*4✓G/ 4V4_ Skbd Electrician Name V ttQ 'eG I Addressa3l5 La.1 �.c SoLL461J Phone 571(i- Bps . 2 (QO e-mail ✓r4_(Da M j •Co•M a-mailJOAZ %lue-e. 14C4y c. [ 0V/1 Phone (V 5 1• &03 • q 0 2 License# 3�, r G Size_oo A. Phase ( Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New V-*, "H" Frame or Pole P Fire Reconnect Was work done on Service. Y Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 clays-fromA4adate above. Authorized by �,; �g¢f(?j BUILDING DEPARTMENT- Electrical Inspector Sri , TOWN OF SOUTHOLD Town. Hall Annex - 54375 Main Road - PO Box 1179 i v' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (63.1) 765-9502 {r''~ iameshpsoutholdtownny.gov -- seandpsoutholdtownny.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 211 request an email copy of Certificate of Compliance Elec: Address.: 365 Kirkup Ln.Mattituck, NY 1-1�952 JOB SITE INFORMATION (All Information Required) Name: Laurel Ave Subd Lot 1 Address: 2375 Laurel Ave, Southold, NY 11971 Cross Street: Yennecott Dr Phone No.: 631-603-9092 Bldg.Permit#: 50628 email:dmarra02@gmail.com Tax Map District: 1000 Section:55 Block: 06 Lot:36.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Construction Square Footage: 6994 Circle All That Apply: �a Is job ready for inspection?: YES ✓0 NO Roufhlnl Final Do you need a Temp Certificate?: YES 0 NO Issued On d -71 it Temp Information: (All information required) Service SizeFS/11 Ph 73 Ph Size: 200 A # Meters 1 Old Meter# NA ❑New ServiceQFire ReconnectOFlood ReconnectOService Reconnect❑✓ Underground QOverhead # Underground Laterals 1 EJ2 H Frame Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION �� 2q ?CU My rt ct� t o-1 u PERMIT# Address: Switches Outlets GFI's Surface 3 r Sconces 1 H H's UC Lts Fridge HW POOL Fans Mini F, WAD Panel Pump Exhaus01 ! Oven Ic Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Waver Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AID, Hood Blower Service Amps Have sed Sub Amps Have Used Comments DWELLING cPUBLICWATEII TYPICAL PLOT PLAN CTM,1000.%1.2 M N (NOT TO SCALE) P SUF70LX COUNTY DEPARTMENT OF HEALTH SERVICES GREAT RINER,N.Y. TEST HOLE'A' TEST HOLE NO a TEST HOLE NO,a JUNO 2 2023 U i 9 a-- F-Ric,-ol co�f­to .1­­-old-­J.d 1. 1­1. 1-­'-/ 11 36,177 q.n .1 nd 1.-11�I Yy. .ee�.-_Id To,In. Ore:.bns.1 -9.*4._Io.-d u,. aw 1.Comb_c,, L NOTES: TO BE SET TO EACH 1.C011,1IRET1 M0.11.1gS LOT CORNER-0 OPEN SPACE PARCEL 44 2.PROPOSED ST I E.: water De.pirt PE <u. SSAT A...3�4p"'4TAE!"."AT1T6.EN'4CXA'S'P0''."llp"'ODIFIFIRENT SPECIES) H. - 2.59 - ON CENTER 3.CONTOUR LINES NAN.D.1929 DATUM 0-ON---0 1411 4. IF SILTY SAND IS FOUND IN THE EXCAVATION FOR THE SANITARY IT MUST BE REPLACED WITH CLEAN NO. SOIL TYPE AS CLASSIFIE BY U.S.DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE:CA CANADICE SILT LOAM,HAA HAVEN LOAM,0 TO KEY MAP RIZVIEV.,DZT�nf.IIHATIGN""T 2 PERCENT SLOPES,HAS HAVEN LOAM,2 TO 6 PERCENT SLOPES,PLYMOUTH GRAVELLY LOAMY SAND.3 TO 8 PERCENT SLOPES,ERODED.PUGS PLYMOUTH GRAV LO SCALE 1"=600' SUBJECT TO COVVENANTS ESTRICTIONt LIDER ELLY SANDY SAND.8 TO 15 PERCENT SLOPES.ERODED. AND RDS RIVERHEAD ANDY LOAM.3 TO 8 PERCENT SLOPES. PAGE 25q I *4 80160 CONSERVATION SUBDIWSrON CALCULATION OH .1 D PM -0 =077 SUBDIVISION TYPE TOM MU ASIA ARtA LOT YlVL I'D. S-.Cf, AREA -ISICIT, To CaKrNANTE 7- �"111 'e 9.1049 X 0.560 80.000 21 LOTS 21 X 0.40 BLOT 39 43 560&0.80 X­ v � 1>- 39. !M 021 SX �1.46SOERVATION 50.0607 10.9558 io,19.28,X.00 34.00 31 9 '-0'7'82'lb X. 11. 7831 IROPOSED 50.0607 oe. ­SISS aa. NAM vr. a LOTS 3Z6024 oo. ..-.S (0.8035 M.) FINAL PLAT 7 MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION SITUATE H. > SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 4.2, RECEIVED SCALE 1"=100' NOVEMBER 18. 2021 REVISE NOTES G JUN 0 5 2023 FEBRUARY 9. 2022 SCDHS FILIN MARCH 28� 2022 SCDHS COMMENTS So t:inid Town JULY 5, 2022 SCDHS COMMENTS I planning enard ii JULY 25, 2022 SCDHS COMMENTS MAY 9. 2023 REVISE NOTES MAY 24, 2023 REVISE PER SCDHS NOTICE #8 PARCEL OWNER AND APPLICANT: SITE DATA z BE PER HE TOW Or SOUTHOLD -------- ZONING USE DISTRICT R�.80((RESIDENTIAL LOW DENSITY) 2425 LAUREL AVENUE U.C. YT A. MEA ACUS TOTAL LOT AREA 5 060�Rfa PC BOX 1981 WETLANDS 9 WESTHAMPTON BEACH,NY 11977 :7334..:i, WETLANDS 423.986 1.713, ELECTRIC EASEMENT 2224 53.248 5q.ft.) ELECTRIC EASEMENT(UPA) 3.24S 1.2=4 OPEN SPACE PARCEL BUILDABLE AREA _'S.0"5.2S '7' THIS SUBDIVISION WILL APPEAR IN: PROPOSED DEVELOPED AREA rq. BUILDABLE"Has 1.12..164 32.6024 NET PROPOSED OPEN SPACE 32.6024 1;.A20.164 q.ft.) DSTRICT 1000 SECTION 55 BLOCK 06 LOT 35 32'Oi4 DISTRICT 1000 SECTION 55 BLOCK 06 LOT 36 .6 39.1049 cc. 83.4% 4' 1000 SECTION 56 BLOCK 01 LOT 01 TOTAL AREA 1.897.398 43.55B2 DISTRICT N I HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACL URVEYS THIS IS TO CERTIFY THE SUBOMS N PLAN HAS BEEN APPROVED JANUARY 20.2023 TUA AND THAT ALLCOMPLETED CONCRETE BY THE PLANNING BOARD OF THE TOWN OF SO UD By RESOLUTION MONUMENTS SHOWN THUS-Is HEREON OPEN SPACE PARCEL ­IR­Qls OF APPROVAL DATED ACTUALLY EXIST AND THEIR POSITIONS ARE f CORRECTLY SHOWN AND ALL DIMENSIONAL AND GEODETIC DETAILS ME CORRECT. CHAIRMAN PLANNING BOARD BY NATHAN TAFT CORWIN 111,LS NYS UC. 050467 + ,r1'ybr1,1.Ih..r .I.,-I and/or sewage disposal system(.)for this project a ;'r.lI Tr under my'direc lose ,,",',,,ref.If.rd thorough study of the soil,site and gral cord,onstj lots,Based proposed, conform to e Suffolk County Department of Health Services n,tmcti,'n standards in affect as of this date. APPROVED BY \�O • 1 u�Te" 94% PLANNING BOARD I" Y.S.Lie.No.50467 -P 4:t? ft TOWN OF SOUTHOLD DO 81912 20- JOHN­d_�Q Nathan Corwin III W'Nn XWIV DATE 'Tume 5, 2-02-3 Land Surveyor )��MGHPO sS SECrON,PMM O's Condon Engineering, P.C. Sue......T.�SI.M. J..' �qegno 1755 Sigsbee Road ,y J.Itaks.n.LJS LS. TiDWIT of s.Sthp4d MatUtuck,New York 11952 five Sarcy. Ste Pim,- CmW,t;m La,cA ev P, COVIIIIIIIIIS&FLOSWedons (631)298-1986(631)298-2651 Fax PHONE(631)727-2090 F..(631)727-1727 LIMLv--m-PAGE�. VNN OFFICES LOCATED AT UkLW.ADDRESS qfir�y www.condonenginee6ng.com DWELLING _1586 Main So d P.O.Box 16 A WIPUMLSWATER pwt fir,Talk 11947 J­W.N-York 11947 O SM:1000.SSX,15.19 ----------- 41-263 (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 EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NO'TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(7)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED .EAL 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 MSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CEYTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN H_REON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 651.127.2305 fax. 631.727.0144 admin®youngengineering.com N Howard N. Young, Land Surveyor Thomas 0. Nolpert, Professional Engineer Douglas E. Adams, Professional Engineer M Daniel A. Weaver, Land Surveyor W SITE DATA �� E pmaWa<soaW<s AREA = 35,414 SQ. FT. *SUBDIVISION-"MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" ''� Ry ` FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 05,2023 AS �0��(1 ` D s CMF FILE N0.12281. NNE _ - � " " � '` yE 1 CMF / 1 Ip 1 1m `1 1 1 1 i 1 1 1 � 1 1 1 Lot 39 1 to Subdivision- 1 Lot 40 ` "yennecott Park" 1 1 Co. File No.5187 Subdivision- �� 1 Suff. ` 1 "yennecott Park o Suff. Co. File No.5187 g�sµEs 00 202• CMFUPI Q N84038'3011E o m RCS LANDSCAPED 1 _ MULCH AREA 1 -- — r LANDSCAPED MULCH UP TO 19.3'S 1 SURVEYOR'S CERTIFICATION L•. KoKlrga55orinles r° ooDs Cr► , *WE HEREBY CERTIFY TO MARRATIME CAPITAL V LLC, ALL G SHORE ABSTRACT, LTD & FIRST AMERICAN TITLE S EDGE OF INSURANCE COMPANY THAT THIS SURVEY WAS PREPARED IN Mi ,�j 11 ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY 0 L THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL,NIi��ll R5. Lot 1 a m 1 C-D PAD W s 0 Subdivision- It ,� � �O N o' zr Subdivision 80/60 Clustered o M N Conservation Subdivision" .,CP t � W paw .P WOODED CY �r HOWARD W.YOUNG,N.Y .5.NO. 93 DANIEL A.WEAVER,N.Y.S.L.S.No,50771 �=a 201.18 SURVEY FOR ' 1 S81036'41"W MARRATIME CAPITAL V LLC 1 1 LOT 1 "MESSINA 80/60 CLUSTERED ` 11 CONSERVATION SUBDIVISION" 1 It at Southold, Town of Southold M 1 1 Suffolk County, New York N 1 Lot 2 1 1 Subdivision- 1 \Clustered CERTIFIED SURVEY "Messina 80/60 1 Con vation Subdivision" 1 County Tax Ma District 1000 Section 1 ser ty p 55 Block 06 Lot 36.1 It 9 FIELD SURVEY COMPLETED JULY 25,2023 a ` 1 11 It MAP PREPARED Record of Revisions JULY 26,2023 1 It ` REVISION DATE LEGEND ponitq aAsoriatrs CMF =CONCRETE MONUMENT FOUND N CMS =CONCRETE MONUMENT SET EOP =EDGE OF PAVEMENT g RCS =REBAR CAP SET WIF =WIRE FENCE m WDF = WOOD FENCE 40 0 20 40 80 120 WSF =WOOD STAKE FOUND a W55 =WOOD STAKE SET o • =END OF DIRECTION/DISTANCE Scale: 1" 4O' = JOB NO. 2023-0127 DWG. 2023_0127 cs 1 OF 1 PROJECT / ZONING DATA TAX MAP # I DOO-55-06-56.1 a Q ZONING DISTRICT R-80 NON—CONFORMING p w LOT AREA 0.8 ACRES co c0 Q ,+_' 0 (V LOT OL.EARINO — 50% MAX. AS PER SOUTHOLD TOWN CD BOARD PLANNING APPROVAL � -a =0 - - - - 0 C�ZO LOT SIZE 55,414.0 S.F. a 'cBCO��t X mN 50% OF LOT REQUIRED TO REMAIN 1-7,707.0 S.F. 0 O m�O z � OPEN SPACE PARCEL cm 0 Lo AREA OF PROPOSED CLEARING :1 17,706.1 S.F. 0 00 c�N Q a20 TOTAL AREA OF LOT TO REMAIN 17,107.5 S.F. N14055'10"H 152.46 EL•=24.4q _ q 0}�l 03q U 'D fz 0z-to '+" le in 1 ` 1 CL I- 36.q JUQJ 1 1 2 � � I I 1 1 I � I 1 1 I ' r 1 i - 41Q I I _ y Q' '13<lu 1 1 (�NaZZ I I ►- > �wo pQ 0� U U Lu Lu 1 1 NW U-4 z 0 ul I I L O 1� 1 10 o I� z m I I O PROJECT: N 1 1 LAUREL AVENUE RESIDENCE 1 1 Ll I Lot" 1 2375 LAUREL AVENUE SOUTHOLD, 1 ,/' , "''• 1 Z N.Y. 11971 f S+'04'00"E F ` j40.00- DRAWING TITLE: EL.-27.10' 1 i 514°084'00"E EL.=25.03' CLEARING PLAN - T 514055'10"E 162.77' 0 0 PAGE: 514004'00"E C P-01 ------------------------------------------------------------------------------------------------------- S.qO' A U R E L A V E N UE DATE:01/10/24 Ul IED q M. 7 2 _ x PROPOSED GLEARINC PLAN SCALE. 1" - 20'-0. ()874Q�) �oFN � [NCcy i¢ IaCN_C�, A_e.SEPTIL TPwt we__0'+5-P":>R05 `° C. R DRLO _yf ffiao �. _.(_G-r SYSTEM INSTALLATION N_TES nt Llqua taste L�cero t b P ON75 tank,I seot'c era,acco- q to maNacturora _ us°`%P+ '>� y I,.w Rre e��wr a A MIhIMJ IC 3EF IT On IS REEL RED eE'EEN DR-HE.LS 1 T'bIk Lo°[y GceerGnaeee.•56?A JI isept�c Inatx� ecomene.00tio^a.Nils eon•orT�no w to Veu ato.aord A _ i ffi� +u S ¢✓+F E O P R A T HA ER EERYICC LINE UNDER�R —uTIL-Y L NES 5EPTIL Bu,Ires,ea trroug:ne 5.•lok county Department a•Lomr-� opp�caale recommermt�ona o-c+aec a.:ne menu!«wer,null m on ap T�f �^.c a.rr�c+r�;rn COMPGNENTS LEACHING MELDS 5EWER GOMPONENTE OTHER Licensing and consxmer Afar,p-I.--d 5wfolk county cone �mpieme=tee ` �/ f.v Iwm..-,A+rr w ANa fr w>qu Ir Ir 0 TY LLS AND THE EDGE OF 4_1.FOJNDA-ICN HALLS a 5563-rn T e Deparlment or Labor Llceroing ma-onr A-- {f • 0,, WOWS A MINIM-5 SCFARAT101 IS REOVIRCD E-TNEEN DRYWELLS 1 Q mantpin,gM1lbt a I1-—I,A Ow5 too ntenance Pro.Im s 2 M 1/1 OWTS took I Qept1 lark ana m n,[e Ietl at level In el p L�W-" -0_FT`LINES � In dnectpro Hltn a mammon to er> 11 dry ao-ectlon n�•one ffiy.l - + Fe. F NA,AewaV 1r A MINIMJa 20 SEPARATION IS REQUIRED EE-WEEN DR'r LL5 AND W 2 All I/A OWTS moat a reo s:erea wlh Ne Depmtment n [cr Fc on a min.n bee veled Article P c•[nc 5"ol.Gov.[ Sdnitaru Code qea vm*rcn to ck of prop.-Ia Ie t ve BONED PROFANE ALL GTTER LEADERS TO'BAREST DRYWELL FML TANK' L1J pNprr{o the DeaaMmeM gaoling certlNemion of completed rrpdctearaara race tram raced;or pco oravel t.h as.- ° J (7 conaVucaon on m wllt"p on, 3 I/A OwTS iaMa anal m o__ w1C«M1`rrgle elate A nxr - '�, - 1 PROPO_CZ RGOF co/CRAcr=3962 Sf � C � a.alwt�on bo,/mmnore or davxout« a avuctur pIt / LLS_fz r R-BO DF_A'NA Y=T M A ATI P p Q N ?4n axaculedoOpe^atbn ana HblMenarce contract mlwaen ene requlrea tar aI ays[emx wl[r muI[ole eacnn V+c as doles an a;IpF '\ i e = Ma a ertF owner mva[m aLGnitted w to o emotve m>cF a approved by tro Deoo[rant to PR0P0EEG ASaHALT DRIVEWAY LOVERASE=1,g19 5F Depart"t pro,lc vC-cvc�c•t A OwT=�eobe�otwr w tote _`\ '0>'N ! - TOTAL 11' ./ICUS GOVER46E•5,BBI 5 m _ 0 Deporemert T coroonce N�n aLele IP cr tra SPmk ce c All ovlleU!tort the.eptk.lark met be orov�md wkn an IB' E PP S F N 2"R41nFALL E/EN'T F gbO2 G F 5TORA6E REG D }(p son�tdrL cmc a - .t drop`r'w equiva nl aoprovec m e-tcndmd nt«teM1e I._or Z Ve epLlc tank I(gLp m 4 cos a act on borfles (1 B'6 DRYWELL PROVIDES 42.2'e eF.PER FT OF DEPTH 0 C N O 4 All wlalled I'A LWTS ore raav roc tc Mve m�inftlol?-wear recanmerdeo o Im_tallalior be or.efac�a I+ent moF T", d -In mote aro operoe ar/mmntenmca>ervbe coMrmt After tro - 6'- 1-E'¢x e CEEP D W PROPOSED-1.413 5 G F STORAGE PRO/ Ep N Y V -yea open erorva ae centr«t M1m 5 M top 0 lM I/A OHTS tank or acetic tank atoll rot!»locotec - x j N c prop 1.owe%ro e-pectec LermanloF or operator o eater!w+25 reel er lea•fret ana root mlow II O 07 a rterorca% _'t r ec oonec wIt,Article Ie o tnc Y N 5uifclk LOLML Sonitora Ccc br At o min 11 s�Ihg mcMolea aro rwe 2O-IrieM1 eo 'L 5 r ar I/A OATS rea+rea a veto,foe unit•bll m anted to tre s ana met`na catlec o er the Ina!ana outlet. ! Q 1 Lo tool n tk ro,�derce mi ervee VC bll a-tero a Inx a n c O v c t aht a d R - �,am+a bra p� a maPg„ I'l 1; 11 co ar.a br LOCATION MAt� ;am Qoer a onto1,e�a•a��o.n 12 rcle.to then s-III or told atmaaro a ahnl x m.gro n oaao Jana. en,ea O-EN SPACE PARCEL >Idpad Porto ofun��oof In at praetaol to qant na ay.tem eo the•e.dance a dreamt ppe m piped to wnm aampnr�g marsro ea apprw w m wtaued Ina EGALC N-5 �a s e erterlar or the reQaence me terminate a m n IB e n driveway«Fork o the non e1e anon eb tlengred m x w abo+e?? aM at Ieaa:I feet from yoperty IMea Thefe+ant' Lrollic be«ng to meat tre rogvnement,or AASHTO H-21 or PIP- Ip or aFol� cmc.a mill-or?feet ham dry wwtlow H5-20 ,,, L_ rwdy a,d�a mrT race wtn o a<Tban Inter molae All pert PROTECT/ZONING DATA -ROPOEED SPLIT RAIL FCNCE TO pip..m,at nwa a mm,man o�arem-a•2�rc�. s Tna owlet I--ele.atbn aro I ae o mnlm,,,0 o 1 loot below BE MANTA NED 5Y 5OUTH0_D TOWN tM Inlet m.ert a levmlo. TAX MAP. OOO_55-Ob-�6I N14`_51C'W IP246' EL=244P' t` b Irotallatbn aM use al the"A OW-5 me[ca _to the - a0 1 l -0 DepM� a opprwed/A OMS e.—.document prepareo r P Samalery ma.ble.aM1all nova an Iroae diameter of 2 teat -v N IW T w w tre atwpa•o.1 'A-0provdl and MawgemeM or Iroiae r of d -R 2 root .21os ZONIN5 DISIGT R-PO NCN-CONFORMING 2' lnrovative era Altematrve ens to water TraateM 5y.tem.' EL=26 e?'' Z Q U U F V s REw RED aTne a do>II m a mw�m„m roeaM«_Pt,meow ek prtlet Invo LOT GOV£RAG£ 1 1 O N Q W Z t 11 Au n� wTs I.�pue mr.. aoroeroot.a or pr«oa a r pte perelrm en•m ae•amyl ne SOUTHOLD TOKN GO mmlple•nmI be D£260-124(W) ~ p=y U U � W 1para ,a,pp�tF ene Y L. 'M at[mdarm anttl a.a w«artlgnt ra I M U LL J 4 e eramai a pane %LOT 1 01 uy 0 m IONYCRR 4pperwu 75-A Tne vac of steel tanks Ia pronlbl[ao e=-ICAL REWIREMENT5 DESCRIPTION(FOOTPRINT) AREA COVERAGE �j Z 2t Wien A O 7S roo+res a-rtL took let pretroatmer[Me CONTROL PANED F r u J .-L,t u be oes oreo�n ace.nonce wren,ect�o.s s-ICT +ne contr I bo-mot 6a Lalm or o aulLmle TOTAL LOT AREA 554I40 5 oQpare pbcao eu v a ats-Iw'u,,toned-a - peae,fal ne tk,adore tort t aer�.a A rndnveiy,ana panel 0 3 9 Lniesa oMemroe a�eo tre e atrueture/> tam tMt bO"'"c"/bO mounteoto a-.I-oral or tree uctLre(prolermi. PROPOSED VI ELLIN6 a'T'C E F .2% (, 1 t7f L) ,Pea ocn�z y, a Lanta roam,ana ratan.,re,pore;eater Ia rot ma°n ry -509 AREA Cr-LOT TO RCMA'N A5 - _ 0) lo'bw'anma to Cw+S M sI be melgretl caearce wkn sector tnc .wnI m cero�ocrec a.lnc m«ore t na PROPOSED IN6RCUNC POOL &COO 5F 2 3% I PER GCVENANT 4 RES'RIGTIONS \ lI OT 5-IIO n NIa tanaa+a case Lv-�e bo>�e ono.+rtr I/A Ov.TS mar,Llactwer appro+al //\ DATED STH OF MARCH 2C2 V/ 4 At a mHlm.n oIi I/A OwTS Venmert tonke I cattle tmka aM1all -+ oma or the 1/A OwTS OeM Frw der met be clearly TOTAL AREA OF ALL STRL'C'llRES 40'I C 5 F 5% 1 /7 N a e 20-loco covered aceeaa ooening,to grade located wer the ideM�e on rlr art. of the pme ma Incwae a pMnc lU Ia1+t mad t Gwc-a oral be etn 20-inch diameter w la co�t«t n ca•a noarm MAXIMUM LOT COVERAGE ALLOHIEC 20% I ' Q a ct-proof ockng coat ron co+er•or trarmoplwtccco+tee:: ottlinalegam A Icwaro ma cmnrey,/rI»ro anal m denigred n 5 Exlerbr parel pla me the cent nab e,trc system to be servlcea at 2 accoramc.with aectbn 5-n of M.alantlartl aw time elimiro irg reede[c«teas to nnim of tro bullamo J R+ 1 4.re Fan.bo-mu,t be w to n v ew o<:ra wetem acalbn to he p J W 1 s roan a/A owTS r>evtL to.k> t,oop�rwea ea ee nam o f«,Ieota operoe on era mo ntanorce LOTGL£ARIN6-30�b MAX.AS PER SDUTFIOLD TOW WN Q I ar vew Qy�Pa kng oreo na an ana Qen aOS ana otl d plecee al hem t for BOARD PL.ANNINO APPROVAL n Wtaro HS 2O a Ht 20 oaa•'9 a g.a[e a 5 TNe cm4e p aM m a eemlerfeb a [� \` AA5Nr0 attend H ace eo w V Femrdl Ene-aeroy Mmageme Aq.rc 1- I b 6arty atoll rot oe A OWT$a IFEMA)Ilaoa xme regvirenenla U 0 J 1 -\ -- ge gnaan paean retl when on I/ _OT SIZE 3�4I40 SF I vLllizad as mearo of sewage asp b Toe Valarm Eleclrlcal Ma.r«tlner• UI m /PROPS pores awn meet 60'REAR YARD SETEAGK ociatim MEMA'4x pccnamaro 50%OF LOT REOUIRED TO REMAIN IT�O"10 sF t T water•ofteron ana�1 not elacrorge wto m vA OW15 me ana Ana O _ _ _ _ \ - O,� \POOL y '� Departmene recammenda.+set•o•tener mcwoan m comect.o to All below pqrram wring mvv a rvr'r elecVbal corcult Tre U 1 /-�� -� 4'NIGH POOL FENCE ..n ee drywall acceotm e w Town or Vlnage w�ldng con n met Fa+e are mo.tL+e AREA OF PROPOSED GLEARIN6 I1106 T 5F Oct 3 pyZpe 1 \ PROP SED 1 , PROP / Dapvtment_ ham teat q-tr ate,co,tp proven[goxn hing the contro�­1 o-:mctlon bores d e 1 4 DHTS I. I ae tb tin aha11 m walertgM as EOJ1P ro 0 Caen yatem nor be egvpped wtn a Ilmetlonl<gmwarnrg ayate TOTAL AREA OF HOT TO REMAIN ITTOT 3 5 F y e..rutted n QOL.a a Wob.mceer ale tMt are rot dab bet to wn w tivate audble vlwal almma tom m adlly m I '� U 15C INe uo•rmbn a decoy xen>rp barayd,the occuparta n the-Id-sen.ea Tne I -Cti Q I "IN- 1 eaoeTtwpnt roaommenm d tebrpvl,aw�ee m 1.once to .All tomb must m water[ method,ar mottle tdrrka re pro+ eep[e tamale ditto rotirNallo^to Met01 Y.prouder NCB' I I y m watertl�gtManoll m elLM1er .te_ _ water pre.sure.eatlno cwera w tna OIM«. t I. FLOOD MAP DATA WIW I met c_ fo Iowa NAF> 3 IOSCO15HH h l0 ` P-Sy^toms wmcr ore not m.Iged to I-b.arwlla we MAP DATE 7 /25/200P 1 1 NI 1 Lm lee[ha See It-e+pk Leto ao apply o va<uLrn to form recommenma to be eau !4;r4naall0om.,or mercury Trre toM,b eppravetl If 9oR of don ppeo w e^o eo^Ve1 I_:.Itr meoro n FLOOD ZONE % v«uum Ia meld for wo mlN.te, roctirg a portmie goreralor to operate tre ayaten d.rry a I I \ U LINE!AREA OF EXISTING LOT power outage 2 5-E-ROTECTION/SILT FENCING S TO EE N hl CLEAR NO 17I TIN5 CONDITION II water test Seal taro,IIII tank wiV water to outlet Im.ert hER LF A INSTALLED AS REQUIRED BY THE TOWN OF \ \\ DONE BY OTHER THAN CURRENT I-24 no.-s Rer1n tre t to the outlet 11 t ym «m.ae-vna tr -t- ra'data SOUTHOLD 1 \\\ \, I PROP LAND GNNE4 alte the 24-bw peroo,coop e[e Lct tM tank alma for an er nv.e[be wcoterNgiit era«mad wtaim Ma'I/A OrrtS tmk cM1OMaar naI 10 r period 1.t«k a appravetl it water level e r 5 5JRFAGE WATERS OR WETLANDS ARE NOT I I BUR ED / ballot IO-tour per PROPOSED 2-STOR od-t......ro tenting b 2 Are blower.lac—outs de of the'/A OWTS u,lt mot be plpced LOCATED NITHIN 30C'OF THE PROPERTY Y WD PR°PA1 reeomrre a to m acre orolee inter wemlman a pea lcorKrote Fmtb or rlwrgloeal as owe d ad-mapron \FRAME DWELLING w/BASEMENT 1� 1 12 Sept¢temk me.Nr«torero.na proem a Iom1 or nwTcorro.we a Ion„ra ewer 4.CLEVATICNS REFERENCE NAVD Igbb 1 \ 4 GARAGE ON SLAB nap-omwM Iacotlon at a«n«tea.opeMry to warn 5 All�p e'a a I—4eea moat be acceaaN.la and aervI,,— SANITARY PIPN6 BENEATH DRIVEHL4Y5 trot enVarce info I-A Tcy m'ab' rrmn < s opening> 5 NO WELLS ARE LOCATED WITHIN 50-CF SANITARY LINE_HALL BE CJGT LE IRON I \ 14 BEDROOMS) mo r 1 5J5JEGT PROPERTY LINE5 P1PC BChCATH ANY TRAFFIC BLARING F F EL=E7?' 1 Q 01`j IW 4 t Moats al 1 m attache.to o Scre ARE 45 C EXTENDItK TO AD_O NINE OARAOE S_AB EL.=26 1' R1 IP MF"Ts a,1e 4o we rlool erne I 1 \ Q III TANK T Nat ca.be saally removed ro••ervlce«ad)ustmeM Tne Iloa:a SANITARY STRIKTN2C5 EU LDIN6 Y \ \ \� \ ; W U- he le.ee main THE-OLLOWIN6 LOTS NIT- IN 50'OF PROPERTY CONNECTION U ---- I.Non-concrete preba-Icoted septic tanks Mau aonrorm ea tM 5 TM Dam t aMu obaorvs hs vumD• tam o.rote IfTILIZE PJBL e HATER AS PER SGwA Interroterol.naaacater a•Plum ma era Mechanical areiel. p p°f ya p V'rO}" ALL SANITARY STRUCTURE=INCLUDING m \ \ J(n U !(J J W u (IAPMAD)•Amaricar Not oral St«da-d rot Prormrlcatea Se nompl operming cede LEACHING POO_S.I/A OWTS,/ I H I l� ( Ul Z O Z W Tanks•AN51 2loco-2coT e.a any Ftb SCTN el000-ss-o4-3s N \\ n 1 PROPOSED J aFF cable rc.Ieona/vFcata. 6lrepecten Ior leakage of Ve force man Ilttng>wI1I be mode SGTN siOGC-55-G-1-3H DISTR IN SE BO\E-�4LL MA NTAIN A A HALT I 2 Non-edrcrele lmka ana m Ip lo•ttJJ aeaenUleo or o••eM.led n au I.d LM p Hp test procedure SCTM el000-56-01-2 2 -'-G Nln SEE FROM DRIVEWAYS I O I \ I DRIVEWAY r,)1,-� Ma r1a1d/abtrlwtl«r«Yy by o eertY�ea ropreaentallvc or eM SGTN sIOGG-SE-OI-2 2 Q+ r - tck minor«Lurer SCTN.IOGG-%-OI-2 22 1 }1 FROP STONE ✓.ALKWA•'It, 5 EacM1 tawL•M'I be�tlend•�ea a!K mmvl«t✓er wIln!ne II 0? mmulacG.rer rpm.or age copacly ma rvMxr or openinga ma SLEDI/15 ON INFORMATION. 'to Bata maruractured,pe-manently maraca at the Inlet end n tM Lare 'MESSIN4 50/E0 eLUSTEREO CONSERVATION 4.All­1.more,ron.,a o«aced aw.r.dodo roelat«-Pbd SueDIV15'oN' PROJECT: race of 5oe pouraa per square lone'pall FI°LE'NO 2261 N 1 I IIZ_FRONT YARD_—_ _ _ _ II -/ _ � 'e� I S Pr oat eozrete ewe-.era sera are rot Permuted on FILED.LLY 05,2023 cjETBAGK fl IMIN, Z r LAUREL AVENUE �111 b W'gc rd b«U Ipil q-1pra eM mvdapge taktaxs agi.n'mtlIF— -- _ --__- -__ - -_ _- yNE 21 2022 I _ _- ___.____._______ l'15 MIN `/ O/ i 1\ 1 F-- LOT 1-SEPTIC .1t be - - - - ..- -- �pgpp 0 Ip p I I eon PROP FU_IGL=Ah / \ PROP F.JICLEAN 4_4RM lamb should be Bola tgtre moMoctvrer completely aaaemblea Ir, TEST HGLE CATA CENT I.A OWT5✓ENT O -�1 1 CONTROL PANEL II bacaux of Qlze.Ve k s eeli erect m Me ate�n aectena,an �ccTSI F r:ATA D4TA FROM 5teciV ISION MAP 1 -G ROC-AS RCG D O _j P / MIN \D W / I 1 ian.. V Mgt ga,ka a All ark,,not be DATA FROM sLeclvlSoN to I b'MIN _ I ELECTRICAL uN=_FROM I.A owTS 2375 LAUREL AVENUE t Fall be acaico with wa:ert L t M OF"ME55INA 60.60 LLL_TERFD ea for wab•tanlresn alter rsto a[�r nano o melrco AP OF BAvECRRY CrTA+ES LON5ERVATIGN SRD JISIOh' O I I DATED M""ET ._- '= 1 I aep'e`��ned dy t.e,.or.far.wrdrare aFro�ea ay ire vepartart eA'eo,uY 5,2c25 /r Ica W FRCP FLJIMAG AIR ELoo.ER a SOUTHOLD,N.Y.11971 wbr emre are rotollco r g�aLmawmer,trp oeslgp TEE-HOLE"E -EST HOLE-e TEST HG_E"Ar 1 ,1. ti /'G I U I� 1�'-'PE P JG AR L c'G I/A o'TE U a 1> Ica 'PER MANu SPECS: 0 o s` ,' ana aubnt b+aymey .Iona to v�o a-i got PROP PR P Ica j' Z DRAWING TITLE' r ePa te-k(Na`Ior w t,oei o a o-e part or , ,. w�I TT.amyo cy cmc ouona s,a Iro�e acne»mg nlpnesi r a�.plocea EL.:e s' T� EL.2e I' T� L P e -__ L P Id 1� ' Z NOTES s-pee ed/r.eorose moaTowater.evotlon with the temk empty 5o D` 501E IL SGIL I I� I,t 1 on topnor tn.t-N,l)­1 rat m darn mretl wren Is' __ Io' - I li I� I SITE INFORMATION deeerm�n g e amour m orrnor rc d-ballot wag rogmrod I pIl 514`C4'00'E llJ I la SUFF G OLK OLNTY HEALTH DEPARTMENTPP V 1c AROAL 5M AM EL=25D' EL=2- 1 514°0400°E 140 00 SITE PLAN 1 1� / � H.� EF. REFENGE NO.: - D c' D TOL gq' TOP ---- _W DST BOX PAGE: ' ----------_—_ 6'T-'T' PROP 20"a POLYLOK I - - - IA/OT 50 - 5I4Ce=�10'E S Fuji Clean AL+ MAINTAIN 5't III I 5"IN S P 101.00 5M LO 2'M`N DISTANCE FROM I/A OWTS O 1�P,RESPECTIVELY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES --- - ---- ------- --- --- -------------------------------- ---- a c� GLEAN SP SANG I S IISLAYO11 AN'NOTES EITECTS SITE PLAN a Ic DATE 01/09/24 PERMIT FOR APPROVAL OF CONSTRUCTION FORA sRA EL b` —_ ________ e I�TINs WATER MAIN sC-TO✓ER1r CATION BY A LICENSED 10F 2 SINGLE FAMILY RESIDENCE ONLY so 5""" / tt 5,R/EYOR THE NNTED ON_FCRHATON - 6RAVEL A U R I_ L A V L N U E ARFGHHI EECT'S 5EEE OF KNOWHIS SIT-PEDG LAN IS TO-HE 2 INFORMATION-5 OBTAINED FROM Si.R JEY DATED NO b 2023 4ND T. PREPA4ED BY. µFDA DATE 1/23/2024 R-23-1833 GRAVEL C N6 A55oC A E_ o' �• /�. /� REF. O. 4O,057RAAIS0,S E¢AVEN_E fj`y �N M O APPROVED_ /, // b S 2-71�Q y/ Ho - RIVERHEAD NY I IgO1 FOR MAXIMUM OF e 6 BEDROOMS L°M"E"S N E TwER-EST HCLE HIStEST EL.54 D SRCUNO✓.ATER /� EXPIRES THREE YEARS FROM DATE OF APPROVAL EL FERL5G5 ELL516,°" D a —oli 4G +, 037405 y0� cDMMENTS ND eRouIroHATER SITE PLAN olk P.ic=cALE FOF NE`N ENLOUhTERED — ECALE I"=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 EXISTING 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 FNS 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 SUBSEOUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM nELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York IIci01 tel. 631.727.2303 fox. 631.727.0144 odmin®youngengineering.com N Howard IN. Young, Lond Surveyor Thomas 0. Nolpert, Professional Engineer Douglas E. Adams, Professional Engineer Danlel A. Weaver, Land Surveyor SITE DATA AREA = 35,414 SQ. FT. *SUBDIVISION-"MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" DR�V FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 05,2023 AS CMF \ FILE NO.12281. WEE - - � � ` s VERTICAL DATUM =NAVD(1988) \ J \ CMF 1 0 \ \m \ \ \ Lot 39 \10 Subdivision Lot 40 1 11Yennecott Park" \ Co. File No.5187 Subdivision- 11 \ Suff. ` "Yennecott Park o Suff. Co. File No.5187 \ +25.41 X. 25.11 202.70 cp o Ng4°38'3011E I 25 03 0 m CMF I \ 24.49 1 1 WDF/WIF I \ I � \ 1 \ I (P G \ Ab 4 _ SURVEYOR'S CERTIFICATION Po 153 Cn 1 *WE HEREBY CERTIFY TO MARRATI M EE CAPITAL V LLC, ALL G SHORE ABSTRACT, LTD & FIRST AMERICAN TITLE 20 m INSURANCE COMPANY THAT THI5 SURVEY WAS PREPARED IN 0 ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY O o 113 1 THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL.k 3 — goo 7.6' s? _1,ND 6MV ORS. -10 N N N ,� f�P�s Or pRD N N 29.9 rn CP ':$ 0- ;;-6 N O o P III (� �509 A0 HOWARD W.YOUNG, Y .L.S.N 5893 o-N Subdivision- 11� 27.04 ,Q, I +27.4s DANIEL A.WEAVER,N. . .L.S.N0.50771 `.. � "Messina 80/60 Clustered CMF \ Conservation Subdivision" 1 27•t0 ( SURVEY FOR 201.18 \ CmFs81°36'41""' MARRATIME CAPITAL V LLC 26 93 LOT 1 "MESSINA 80/60 CLUSTERED CONSERVATION SUBbIVISION11 \ \ \ at Southold, Town of Southold ` of 2 \ `\ Suffolk County, New York N L \ M \ Subdivision lustered FOUNDATION LOCATION 80/60 C \ ` 11�Conservation ation Subdivision ` o � 1 County Tax Map District 1000 Section 55 Block 06 Lot 36.1 FIELD SURVEY COMPLETED MAP PREPARED o \ ` Record of Revisions DULY 30,2024 \ ` \ REVISION DATE LEGEND CMF =CONCRETE MONUMENT FOUND -r CM5 =CONCRETE MONUMENT SET EOP =EDGE OF PAVEMENT RCS =REBAR CAP SET r j)TN1T F WIF =WIRE FENCE 40 0 20 40 TOWN '80 SO�10T 120 WDF =WOOD FENCE WSF = WOOD STAKE FOUND g WSS =WOOD STAKE SET �� ' a • =END OF DIRECTION/DISTANCE Scale: 1 = 40 JOB NO. 2023-0127 DWG. 2023_0127 fl 1 OF 1 Rar"-+ -m, 50102.9 n - .5o &za GENERAL REfu REMENrs 4A owTS)tsrA.LA*1oN 37ArmARDs ' pd � � OPEN SPACE PARCEL 1 Tro>.mlla met role o a,meM Lulea wem LKeree perwont m 1.w.m11 vA own tat•accerarg m mawacb,-•r'• •t°' ° sArolk eoeney coda cnapw zeg,Aruele YII lseptk IndeNy rocwwmnmuom.All•uMorning wIN w».taemd All / - � Fee F SPLIT RAIL FENCE TO BE tl Bunn»»a)th-ugFa LAM 5urrolk Go�n[y Deportment 0 Lmor. epplleable reremnvMetbro proHme by Me ma,ra4rx eM1ell be - Llumng ea r AHe�m,per,eent m swank eo°.my code mpl.m.nbd F^ .\ / MAINTAINED BY SOUTHOLD TOWN ssDS-w TNe Deportment or Lama uaemng,ma con>.mer Anmm „"`l °°, R-80 NI4°35'10"W 152 46' EL=2a w monmte a II•c or Iwm•e I/A own Iwlmm�ane•I+wld.r. TN•1/A own roe.Fall m Imm1I•d at Iewl w all eIr•<tam , (wkn o moxlmum mlwau.�ary drsetla of./am qumt•r neM1)a + ,\ y - - - - - - J Z All I/A Own moat M r.glamr.d wIN Ns Department In mwkmm 5-lvh Nkk bee el prepsrly Iewlea aw cPnpmme+ae \ r F1 e26 93' Cl) aance w1N Atal•w a ens swfolk tarty salrary tam +•roe rrom rota)a pea gorse ,- Q �, N alw m Ne DenwVreM Panting urtNleotlw el eanpleme 1 1 eww:re<t«m'a•buI["pima 5 I/A OWTS Take NaII m provaee wiN°>�nga eaten!A �� � O-' C � a,atrauton mx/mamale o-al+baunon Ieacn g abuctva moy m _ s An a.a.°tad opwana ew rentanau Lert-«e maven Ne re�e�red Inr ell,y,mma wIN rvleP a Ieacning abete,rea enleaa en - �. I STONE PAT O<8" Momtanonu Fronmr me nopereye wror mu.t m.shin Sena m Ne aI matlw mayn a approves q the Depwrmas _ •CI D°p°^r^+^l�un m or rAA vA owre regl.trenm by eNa • 1 FROM GRADE; o.pmtm.nt stew w N ASIu.19 er tro 5errolk eanty 4 Tee tap er tro vA own rat•roll rot u Ioeamd q e_rAa - j, I I,000 SIF 0 O C N Z O saltary taY 25 lest a ben rra oro Toot meow Inol gene r ,_ Y 4 ul Immllm vA own we raqunae m row w Inm°I sy.w z At a mint„m�o1I aampllrq marAolea anal)wr,e 2-­aw.red \_50%AREA O'LOT TO REMAIN A5 p >a •- wm•Sty and�eretlon/mara„mce»rv�u eaboee Amer Ne oeeeaa oven�ng,m gone oeomd Dort tb nest and owlet • I h C 2 X w y N n -yew erotw as mamm�anee»relu awb«t wa eawm NaII be.INw 20-Ines eamemr rtgrt end 0 PER COVENANT 6 RESTRICTIONS O C) 0 y ��rae,� ty ..,ar.era axpa°r.a m memmn m�pareelm Im.e y r Ipeknq sent Ira uwm w ttrrmpplmue—ae 4° rl DATED 5TH OF MARCH 2023 L m V«t In accordance wiN Mtale I, tM rnol Y°d'.All cowm✓all a mrg»d n accowac•.1N e•etbn ' I N O N to su•romintanty saltary Code s-III or Nw etmaord � C O 5 Wan a VA own require+a wM,ea tnk NaII to wMee m ere a wan•P.pllrrg maro�a+me opprovee m m•smiles m o w �. .f 1 1 ¢ a O ao a Ne ro.aa a rvm MeM o µe+.NaII aaand a alwway w pw�n wen,Na inn area.nII m m ogatl m LOCATION MAP I ' or a ncne>----tI—roar Ilse on a�c n er Ne vent ballet bewkrg et tro rsqu.emenm oI AAZ O w xoi Iw.e a mn�mum rorizmA eenwa:�w or 12 ea m Ne M5-2o Iaaemg sloped pwnw er tns roe•n cases wrote t Ia ro:pr«tkal m SCALE NTs ?ry vent Ns.yamm m tro realeaae tool,o vat ppe may be pped m T Tlls owlet Invert sewba Nall be o minimw 01 O.I loot below J LLI I 1 <L/ ttr•.war a tA•r•ra•nu ae mmnn•m o mnlmam er Ie Inw> rA•rise nwrt.I.wsan 1- mew gee.aw at Iewt tone fren property INea TM1e»wM w Q I L pl .tal l m Iocomd p mHlm:m w s rase tram o,y wnaow m e sump 2 morrow 1,2 row a n.aa damemr or rest w w PROJECT/ZONING DATA NI),� 20'x 40'I.G.POOL bay aw me+e mmnlram wN o ewmn altar da..,r�All wM Imm•mw a 2 wont by 2 root � I nips.met note a mwmem da to ar 2 acne. TAX MAP a 1000-55-Ob-B6 0 f]V 1 ---- ,+.era roll be a ma.mPn rownon mpN below+w Davies IrNrc 6 Iromlletlm aw We of Fla I/A OWTS met conlarm m Ne elsvada W rx nGw J!n IjJ D 'e¢per se 70 1/A 1Wr5 yaau aocu�wit propwed w ZONING DISTRICT R-60 NON-GONFORMIN6 Q r l ultYi tlwvstwaada la"Approval orb Maac emat of 10 All»wr pep•p•ra4aklaa n tla emplFlg ma�Apl•until b• a� I �/ ' movatNe as AttamtNe Q1slm Woemwaw Treatment Spterro wok•rtkJ+t. LOT GOVI:RABE ly 3 1 1 M N M1M DES GIl REOJ ItEI�NTS m Fr.TR LAL REOII R_MENrS I/A own ten II ba awawetae of pretax eawata t�ttrL PANELS SOUTHOLD TOYAN GODS-60-i3 LL I - IJ r rg npol merwy enepolypropylene,Ne.mwploata+,a oNar vo1 pones m.moat m Pit,—wtaae w a.nines %LOT earoe wrtn Deportment ataramm as IONVLRR, pedea 1 row the structure trot »t ea Almmotively the Paul DESCRIPTION(FOOTPRINT) AREA♦pp 4'NIGH POOL-\ 1 / \ o etluey roam,ae not o ruing w«a)owner 1«anae rw mauntng FENCE AS PER \ 1 2 Wen a 1/A OWn requlrw a»ota tan Iw preNsatment Ne ! panel mx.III m comae-ee Depa.tment a a TOTAL LOT AREA 35,414.0 5 F m-� (1 »dyne rank moll m megme n«awmnu wlN,eetlaa s-Im a -bl-nays oral+ad.,lu I/A o 5 mam,fat:,•rer tpprowl NYS CODE,PROV. �PooLN v a 5-Ia,d Nla>mremd DWELLIN6 5g6205F 112% SELF-LATCHING 8 1 1 1 Dw 1 LINE l SLOT L rn 2.Tee ran•el tti I/A.Own OlM M1wld.r mat le clealy EXISTING LOT t.1! 3 u,leaa o'/A sae.be aoenn o-,.aw./a toot Ia.ntnl.e a N•emlm or N• SELF-CLOSING spec g a yamm parol one Inc We•a alron•rx>nWr INGROUND Poo_ b000 S.F. 2 g% -� -� CLEARING, /olawa m I/A own NOII a a»Ignstl n accatlarw wIN wcna m catect n we d alarm. GATE I I Bx ND TI S-IOl ad 5-I10 01 Nb•tamore TOTAL AREA OF ALL S'RUGTURS 47620 5F 134% CONDITION DONE W S Exmrlw Paal ploument enmlea Ne euakem m m»rvketl ae BY OTHER THAN 4 At a mwwun,all I/A RNi9 beatront tanb+Yale M1we 20-neM1 ayTMM el Ma[Ing tw n»e m ausaa Ne Imlm d tro bullElnq ( BURIED I CURRENT LAND m «atsd ors Ne Inlet a+e a bov must be w1Nm Vnw W t-• MAXIMUM LOT COVERAGE ALLOWED 20% OANE— Q uwree aces openngs gam a penal ysmm Iocotlw m Help PROPANE w[le[ vw>Noll be ertner 20-ncn elo-nemr wamrllg[aw I«Illmu aperoba ario mamtaame �.«eprenr 1«�rg tax o-m aww.w Nerrroploat t!sort.o< 65 LINEAR FEET `Nti� 11 amual gem All mow cAmray+/r�»m wall be m ,-n s*ra urkr i p of tall be plaaw at°aomrwtml°neIq�t rw 2-5TORY WD.FRAME DWELLI wIN eectua z-III d Ne.!mean ocu>•n wN F-1.1 6nwgarq Ntengemert Agency LOT GLBARIN6-50%MAX.AS PE'SR SMT140LD TOWN OF FENCING t` rFEI+A none tine re I POOL w/BASEMENT 6 6ARAOE O quo-emam BOARD PLANNING APPROVAL 1 W s wen a 1/A own b a 11 1,1 1 m m n,mlad w e o-lwway w F__ SLAB I- pm�nase,Ne init aM1OII m magad oa/w rainless m b TFa pwsl Nall root Natlorol Eectrlcal Mmul«totem ' Z V w d Hstemm,halo a c gas dew a I/A owrs aw 4 Ia O�HIA Panel a pine! LOT SIZE g5, (4 BEDROOMS) 0 Q p—1 wldee men»mews or»racge dnmpopsa�I:gatae by A45�+T0 A»«ae peckkaeam 4140 5 F o w H- aeon P-Q Z ge grI tad wron a vA own b T All wlpw ggrram wlrwg must Is•rtm••1•cNaol caWk.1N• 1 F F.EL e2b.5' 1 nl N 0 unmk mat Ncw loin»ab m pr•vnt ga»•as mo+tur. 50%OF LOT REOJIRED TO REMAIN n-10'1 O 5 F GARAGE SLAB EL=27 4' Ira,+roemng Na casral �w mxa. T rot mcM1orge ELECTRIC SERVILE J(p U I(J J Departma[recorrxnawa water sortenx mckwaN be comectee m 6 Earn> [ern mall m° IuncGmin -------------------------- °mroan w VII 'y+ quppad 1 ° g wwnng•worm AREA OF PROPOSED CLEARING ITTOb l 5 F H-FRAME - Z m .ywell«eeprml ag.wllemg wN�en.III«bwm aeeale me naval alarm.rnoe em m reaeuy 1 I N Z 0 J1s D•paNwrt »a wa wore bl tro occupants or Ne bull-»rued mr• 6 IA Own tab•Hall be wamrtl t and comtrucmd d•amd ad Deportment rdcamnam a telemetry mvke a Immllee m TOTAL AREA OF LOT TO REMAIN I-110-I-3 5 F I i'T B �A�L ' �1L h D 9N �ov�m Mnmlam remain olwm rotPlcetkn m f!e Oa M prwlesr DRIVEWAY i S Mabee momriels trot ore rot aWlec[fo axcas+ive eorroa•a w vasd tT]tM OlM og»roM 2 taNu met br worarti Two metros+el take ors >gym+.Airh we net deaeg�ed ro Il°w e qn tt ae 1 5TONE WALKWAY A W n f I All9M •murrg a wed m m eq•Ippe wIN a cons+ pro wIN meam o1 •GRADE I c J 0 ! watertlgk+loll m allM1a vocwn m hq a wow preaava m•tlrg cprmacbrg a portmis geroratw m opsram Ne system Mng a ND?L I \ / I I nl FI b meNoo•a•follows Power outage I FLOOD MAP DATA O Vaarxn 09/25/2 mstwg seal Ns empty tank we apply a v«wen m sew PIMIPs gLOVT=cs LEVEL SENSOrtS Aw LONiRO_s MA MAP DA 361031 (a,IVMNocmJ e1 mercury TNe lark a opprwee 1r 90%err TNe a ecN cal pnctan box+ervng Ne pump morn+aw+loom P DTE /25/2009 O 1°µ a _ _ v«wn b role la two mmm+ mr+t ba wamrtlgM1t aw located Damien ba I/A Own tan cnomaer FLOOD ZONE X I O I Z u -P •I '.I water Gatl sg Seal tank rill tan wIN avatar to owlet Invert 2 AN I,—I«atee a,maa W the I/A Own unit max m placed 2 SITE PROTECT ON51L7 FENGIN6 TO BE aw Iw 24 M1ane R 11 tb twat m the nutlet avert a a pm(eavrem,plmtk w laagla»1 as Nora a•anelproM IN5TALLED AS REOJIRED BY THE TOWN OF ammtoro 2a�a✓perae a complem t tna tank A aclo•wa cww SDUTNOLD. V - I E D F oI OH+otm parlay The rent a aawowo n orator Issue a m l I % N I C 0 nee Iw Ne IO-M1ew periotl womr preaa.re mattg e S All pwlp era Ilaat Nssa met a ecusaals aw wvuamle g SURFACE WATERS OR WETLANDS ARE NOT I 1 D W 1 •seemmend•d m m don°aalm attar namllatla Iron occeaa ounrrgs LOCATED WITHIN 500'OF THE FROPERtt. _ h-100' L P \ / 1ICLEAN ALARM/CONTROL 1 I LP 11 PANEL a BURIED ELECTR.CAL !A Oh^5 TANK cONSTRLCT dk MA'ERIAL REOU R_'MENR 4 TM Ilnata Nall m atmcM1ed m a SCNedrle 40 NG leant Vee LINE FROM I/A CATS f f Na:can m em�Iy removed rw»rnce w adUustmeM TNe Noota 4 ELE'JATION5 REFERENCE N4VD 1485 N I I I Renrwrae rarcram+ minntm Nall ro:m a[tocrod m W raw man. eomyearw•baaN S.SUBJECT HELLS ARE LOCATED WITHIN 150'OF I I PWIMAC AR BLOATS(ER NC m If Sp00 paw+par+quwe wcM1(psV It 2D-etvy+»[ 6 The Department o'Mnerw tb PLn^P system apsrem enargn SUB.IECT PROP'ERtt LINES I 1\ 1 AIR LINE TO I/A OATS(PER o 0 a opwattg cycle ry I SPAGE MANU SPED 5) 1 N 2 wall Nktro».roll m e mnlman or ern»Hero.unl.»Na a ror.n 1 .�- de> naa man certnied bJ°New Yert Lkeneed Proreealorol a Imp«na Iw Ieotage or rm Imo man Netng,oral be mum I J; 1 FOR THE FOLLOWING LOTS WITHIN ISO'OF FROPERtt �E.P, F>ty m All with all°pp.oprate requremenea rw M1n dmng ue pump mat proeeere V - AII oral b,bottom ad tap NOII contain renrorclrg UTILIZE P)BLIC WATER AS PER SCWA <u m ro>et a appletl rwu ei 30o pourm per•quwe root(p>r) I <I SCTM 01000-56-0I-224 ; S Pre-coat cowam sectlem sroll m aeaae wren om(Il IwM1 butyl SGTM e1000-56-01-2 35 I I I 54°04'00"E rubmr Joint»near!wnlcn unrorm:m.kST>f Lll,O 5CTt4+I000-56-0I-2 26 N a 4 All»w.r ppe•.nail Penebom t-wrtaa>.wall or de rent EL•21 lo' I 140.00' m me•noll ba+eo•a w1N g-artm otmr memo ocepmlemtne —_—_—_____-- 1 __-_-_-_-_- - / Dept 1 •uen a womrtlgt»ales rlsxal.IP bw peps EL J� EL=25.Og' c gay !Imteroe m Ns ppe web+male+••t»I rob«fines SUBDIVISION INFORr ATION_ -—-—-—-—- ampr+l "MESSINA 60/b0 CLUSTERED CONSERVATION 514-25'I0"E 1 162 T7' 5 Au)alrta NmI be»aloe»teat ero rank a wamrtlgne sea suBD1V1s10N' PROTECT: nr s-na,5lo mob bne me taut a lase LOT 5 I 514°04'00"E p regmre Arlo gyroval Iran Ne veportmeM and mat PIL certkieo ty a aenaed FILE NO 22H b aI Engroer New ad.alb a e FILED J1LY 05,2023 e.R LAU R EL AVEN U E aa�ar tact mint m man 1NkoIIy paurw e Wamwr practical,aaar.m./A awn tall rat m Iaaame LOT 1-SEPTIC wINIn gwawerer Fa Yemllatbna Nat ere places wlNn geewwaw,Ne mttom ono•Io paMlwa,w m 1,Im11.moue ATER MAI Nlgroat recwesd/expecme gourawater s1•vatlon,or the I/A Own � -------------------------------------- ally umn-acme n rot acc�me,tiro I/A owts unk NmI be wara�yrno°sa up m 16 /(R C</V�1V L- A U R E L A �/ E N U E 2375 LAUREL AVENUE M.M1aa mwa Na N t rocwtlstl/expectm gaa�amr e Ia ew ak ed m emcma bgntro>a p a m Il er en in In 0 40 o SOUTHOLD,NY 11971 in T In uaea wren cwarom take we Immn.e n grol.awamr,Ne ma�gn proleaaiaol shall aubnk wayorcy calculanwa m pro welq,w w tank rwlN w wltiaet orreM1w.�a Ne amltan si tro GRAPHIC SCALE DRAWING TITLE: dU well b o<Nmt IS times mere Nan tM wkfk o1 LFe rater l,plo»d a baywtyo eaula Ia.Nall m inn. ng M1lgNeat SITE PLAN eq ecmd/rswa d gr uwwater elova[on WN Na tmk amoty 5711 NOTES meermnry bs�or�ioere a+arewringtw Wliw�w°Iyd.•gwr•d �/. O SCALE I"s 15_O" SITE INFORMATION SITE PLAN SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL H.S. REFERENCE NO.: R-23-1,555 THIS IS IS AN AN ARCHITECTS SITE PLAN l IS y 5JB-iECT TO THE IN ORMA BY A LICENSED 'PAGE: a'N ,� 7 ••� 'JJRVEYOR THE INFORMATION > \O REPRESENTS ON THIS 5 TE PLAN IS TO THE S P 101.0 1 SUFFOI_K COUNTY DEPARTMENT OF HEALTH SERVICES o C7 ` �.as ARCHITECT'S BEST OF KNOWLEDGE APPROVAL OF CONSTRUCTED WORKS FOR �tS` 'a DISTANcosTo SEPTIC gYgTEMGOMPONENTs 21NF°RMAT1°N HAS OBTAINED FROM q� (MEASURED FROM EUILDIN6 CORNERS) SURVEY DATED NOVEMBER 6,2023 AND A S I N G L E FAMILY LY RESIDENCE �11 � PREPARED BY. DATE:07,/09/24 1 OF l SYSTEM COMPONENT CORNER'A' CORNER 5' YOUNBAOOO ASSOCIATES �} 400 OSTRANDER AVENUE �� ✓l� RIVERHEAD,NY 11901 D?.tP. OS/27/2025 �l S Ref ^C-Fu,II CLEAN CENT T I/A Doris 2v abo o' NO R-23-1833 "D'-20'O POLYLOK D15TRIBJT ON �.— - -------- BOX 5a' aT' DRAINAGE SYSTEM CALCULATIONS-IROPOSED DW�LING RED PROPOSED ROOF COVERAGE=39625E "E"-&0 X b'LEACHING POOL 515' 51, The sewage d s losal and water sun I facilities at this I,cal.lon have been TOTAL IMPERVIOUS COVERABE a S�5�,F STORAGE REO D F y 3962 5 F x 2"RAINFALL EVENT• F'-b'6 X b'LEACHING POOL 55, 42' inspected andior cert-ed dy tnls Decartment or otter agencies and found (I)814 DRYI-ELL PROVIDES 4222 CF PER FT OF DEPTH MEAS REMENTS AS PER 5Y57EM INSPECTION CONDJGTED ON SEPTEMBER 25 to be satisfactory F OR A MAXIMUM OF_ 6 BEDROOMS (3)&'e,b DEEP Dw PROPOSED.Id133 cF SroRAGE PR0 IDED Noe N5CAin��r CR CENTER of COVERS. Or �'• AA A r �3»OS O� JO G,THAN PAI, P.E.,CHIEF �TFOFNE`�id O%Ice o°Wastewater Manacement ll w.►w"r OPEN SPACE PARCEL GENERAL REQUIREMENTS: 1/A OWTS INSTALLATION STANDARDS: r" FrAra Y I. The Installer must hold a current Liquid Waste. License pursuant to I. Install I/A OATS tanks according to manufacturer's \ Suffolk County Code Chapter 563, Article VII (Septic Industry recommendations while conforming with these standard. All r� SPLIT RAIL FENCE TO BE B- Businesses) through the Suffolk County Department of Labor, applicable recommendations provided by the manufacturer shall be Q - \ Licensing and Consumer Affairs, pursuant to Suffolk County Code Implemented. �g�0 ak MAINTAINED BY SOUTHOLD TOWN §563-7q. The Department of Labor, Licensing, and Consumer Affairs �yEN F." ?"p R-80 N14035'I0"W 182.4G' EL.=24,4a maintains a list of licensed I/A OATS Maintenance Providers. 2. The I/A OATS tank shall be installed at level In all directions E W (with a maximum tolerance in any direction of +/one quarter Inch) on PoN - - - - - - - - - - W Ci3 2. All I/A OATS must be registered with the Department In a minimum 5-Inch thick bed of properly leveled and compacted sand . EL=26.g3' J (Y) accordance with Article Iq of the Suffolk County Sanitary Code (free from rocks) or pea gravel. �• prior to the Department granting certification of completed `" I J Q ;�' N construction on "as built" plans. 5. I/A OATS Tanks shall be provided with a single outlet. A O V) distribution box/manhole or distribution leaching structure may be b7 5. An executed Operation and Maintenance Contract between the required for all systems with multiple leaching structures unless an y STONE PATIO < 8" O �- Maintenance Provider and Property owner must be submitted to the alternative design Is approved by the Department. _ 0 Department prior to approval of the I/A OATS registration by the I FROM GRADE; �_ (.0Department In accordance with Article Iq of tlhe Suffolk County 4. The top of the I/A OATS tank shall not be located greater than ' " d 1000 5F �0 ,L- Z O Sanitary Code. 2.5 feet or less than one foot below final grade. _ ' r O O N i - V) -x 4. All installed I/A OATS are required to have on initial 5-year 5. At a minimum, all sampling manholes shall have 20-Inch covered _� 50% AREA OF LOT TO REMAIN AS �O � .ecO U warranty and operation/maintenance service contract. After the access openings to grade located over the Inlet and outlet. I O G X :3 (\1 Initial 5-year operation and maintenance service contract has Covers shall be either 20-Inch diameter watertight and PER COVENANT $ RESTRICTIONS O 0 O 4-+ 1 expired, property owners are expected to maintain an operation Insect-proof locking cast Iron covers or thermoplastic covers at G�S�P' N DATED 5TH OF MARCH 2O23 0 00 . and maintenance contract in accordance with Article iq of the final grade. All covers shall be designed in accordance with section �o� '-' N 4-J L0 Suffolk County Sanitary Code. 5-111 of this standard. C d O 5. When on I/A OATS requires a vent, the unit shall be vented to the 6. When sampling manholes are approved to be installed in a I J roof of the residence being served. Vent pipes shall extend a driveway or parking area, the manhole shall be designed to be LOGATI O�l I `t MAP of 6 Inches above the roof line and the top of the vent traffic bearing to meet the requirements of AASHTO H-20 or shall have a minimum horizontal separation of 1:2 Inches to the HS-20 loading. Z sloped portion of the roof. In cases where it is not practical to SCALE: N75 Q/ ^ ` vent the system to the residence roof, a vent pipe may be piped to -1. The outlet invert elevation shall be a minimum of 0.1 foot below J 111 I J W the exterior of the residence and terminate a minimum of 18 Inches the inlet Invert elevation. 1- above grade and at least I foot from property lines. These vent < pipes shall be located a minimum of 5 feet from any window or 5. Sampling manholes shall have on inside diameter of 2 feet or an PROJECT / ZONING DATA iV Q 3 20' X 40' 1.0. POOL doorway and must terminate with a carbon filter device. All vent Inside area of 2 foot by 2 foot. pipes must have a minimum diameter of 2 Inches. _v cf. There shall be a maximum retention depth below the outlet Invert TAX MAP # IOOO-55-06-36.1 Q J I J T 6. Installation and use of the I/A OATS must conform to the elevation of six Inches. 4 Department's approved I/A OATS guidance document prepared In ZONING DISTRICT R-80 NON-CONFORMING 13 accordance with the standards for "Approval and Management of 10. All sewer pipe penetrations In the sampling manhole shall be __ _ _ _ - _ Q !L 0 • - Innovative and Alternative Onsite Wastewater Treatment Systems." watertight. LOT COVERAGE 3 I J W MINIMUM DESIGN REQUIREMENTS: ELECTRICAL REQUIREMENTS: - Q �✓ m I. 1/A OATS tanks shall be constructed of precast concrete, CONTROL PANELS: 5OU7HOLD TOWN GORE 280-13 fiberglass, polyethylene,polypropylene, thermoplastics, or other I. The control panel box must be placed outside on a suitable 3o LOT /� `\ • materials In accordance with Deportment standards and IONY R y CR , pedestal near the structure that it serves. Alternatively, the anel DESCRIPTION (FOOTPRINT) AREA Appendix 75-A. The use of steel tanks Is proh"bited. box may be mounted on on outside wall of the structure (preferable COVERAGE 4 H I GH POOL a utility room, and not a living space). Other locations for mounting TOTAL LOT AREA 55414.0 S.F. FENCE AS PER r ' 2. When an I/A OATS requires a septic tank for pretreatment the the panel box will be considered by the Department on a NY5 CODE; PROP. (PPON. � �\ /� \ v C septic tank shall be designed In accordance with sections 5-107 case-by-case basis and with I/A OATS manufacturer approval. OL and 5-IOq of this standard. DWELLING 3,g62.0 S.F. 11.2% SELF-LATCHING $ I DW � LINE 8 AREA OF 2. The name of the I/A OATS 04M Provider must be clearly EXISTING LOT INGROUND POOL 800.0 S.F. 2.5% SELF-CLOSING \ / \ / CLEARING; / 3. Unless otherwise specified, the leaching structure/system that Identified on the outside of the panel and include a phone number � �� � � • follows on I/A OATS shall be designed In accordance with section to contact in case of alarm. GATE EXISTING 5-107 and 5-110 of this standard. TOTAL AREA OF ALL STRUCTURES 4762.0 S.F. 15.4% CONDITION DONE 5. Exterior panel placement enables the system to be serviced at \ BY OTHER THAN 4. At a minimum, all I/A OATS treatment tanks shall have 20-inch any time, eliminating the need to access the Inside of the building. I \\ BURIED J CURRENT LAND covered access openings to grade located over the Inlet and 4. The panel box must be within view of the system location to help MAXIMUM LOT COVERAGE ALLOWED: 2030 \ O 9 P y P \ PROPANE OWNER outlet. Covers shall be either 20-inch diameter watertight and facilitate operation and maintenance. \ �-----� Insect-proof locking cast iron covers or thermoplastic covers at 85 LINEAR FEET final grade. All covers and chimneys/risers shall be designed in 5. The control panel shall be placed at a comfortable height for 2-570RY VC). FRAME DWELLI ------i r accordance with section 5-111 of this standard. access In accordance with Federal Emergency Management Agency LOT CLEARING - 5090 MAX. AS PER 5OUTHOLD TOWN OF FENDING I POOL w/ BASEMENT $ GARAGE O J = a0 Q Am (FEMA) flood zone requirements. BOARD PLANNING APPROVAL 5. When a I/A OATS is approved to be Installed in a driveway or EQUIP. SLAB �j 1� 1- parking area, the unit shall be designed and/or installed to 6. The panel shall meet National Electrical Manufacturers (4 BEDROOMS) Z Q O v W withstand HS-20 or H-20 loading as designated by AASHTO. Association (NEMA) 4X specifications. LOT SIZE 35,414.0 S.F. , Vj ~ F.F. EL.=28.5 J q- a- Z Z < 6. Garbage grinders shall not be permitted when on 1/A OATS Is 1. All below grade wiring must be run In electrical condult. The m 111 Z 3 D utilized as means Of sewage disposal. conduit must have appropriate seals to prevent gases and moisture 50% OF LOT REQUIRE TO REMAIN 17,107.0 S.F. GARAGE SLAB EL.=2-7.4' J � from reaching the control panel or junction boxes. Q Q 1L V V 7. Water softeners shall not discharge Into on I/A OATS and the ELECTRIC SERVICE J U () Deportment recommends water softener backwash be connected to 5. Each system shall beequipped with a functioning warnin system ------------------- ---- P yg 9 y AREA OF PROPOSED CLEARING 17,706,7 S.F. H-FRAME on onsite drywell acceptable to Town or Villocle building which will activate audible and visual alarms that can be readily I J Z Z Departments. seen and heard by the occupants of the building served. The GRAVEL w J Q Department recommends a telemetry device be installed to TOTAL AREA OF LOT TO REMAIN 17,707.3 S.F. �I DRIVEWAY L z 8. I/A OATS tanks shall be watertight and constructed of sound and provide Immediate remote alarm notification to the OW provider rj B L 1L1 o durable materials that are not subject to excessive corrosion or � covered b the 04M a reement. � Z decay. y g I Iq I I J (n Q O el. Systems which are not designed to flow by gravity are STONE WALKWAY A I N q. All tanks must be watertight. Two methods of ensuring tanks are recommended to be equipped with a control panel with means of ® GRADE watertight shall be either vacuum testing or water pressure testing connectin a portable generator to operate the system during a NOTE:methods as follows: power ov age. I. FLOOD MAP DATA: jj Z wMAP #: 36103G0158HJ m m 10. Vacuum testing: Seal the empty tank and apply a vacuum to four PUMPS. BLOWERS LEVEL SENSORS, AND CONTROLS: MAP DATE: 30015 H I J m J (4) Inches(IOOmm) of mercury. The tank Is approved if clO% of 1. The electrical junction box serving the pump motor and floats / vacuum Is held for two minutes. must be watertight and located outside the I/A OATS tank chamber, FLOOD ZONE: X O Q m m 11. Water testing: Seal tank;fill tank with water to outlet Invert 2. Any blowers located outside of the I/A OATS unit must be placed 2. 51TE PROTECTION/SILT FENCING TO BE K ( G Q Q elevation, let stand for 24 hours. Refill the tank to the outlet Invert on a pad (concrete, plastic or fiberglass) and have a soundproof INSTALLED AS REQUIRED BY THE TOWN OF J I I Z Z after the 24-hour period is complete. Let the tank stand for an enclosure cover. SOUTHOLD. d E D F -� y additional 10-hour period. The tank Is approved if water level Is held for the 10-hour period. Water pressure testing is 5. All pumps and float trees must be accessible and serviceable 3. SURFACE WATERS OR WETLAND5 ARE NOT m I ( D.W. recommended to be done onsite after Installation. from access openings. LOCATED WITHIN 300' OF THE PROPERTY. ° (--10.0' L.P• / FUJIGLEAN ALARM/ CONTROL I L.P. \��/ J PANEL $ BURIED ELECTRICAL z Z Z I/A OATS TANK CONSTRUCTION MATERIAL REQUIREMENTS: 4. The floats shall be attached to a Schedule 40 PVC float tree I LINE FROM I/A OWTS o g g 4. ELEVATIONS REFERENCE NAVD l a88 ll) that can be easily removed for service or adjustment. The floats I I N shall not be attached to the Force main. I I Q Q 1. Reinforced concrete shall have a minimum compressive strength 5. NO WELLS ARE LOCATED WITHIN 150, OF LUof FUJIMAG AIR BLOWER 8 J110 PVC m IL a of 5,000 pounds per square Inch (psi) at 25-clays set. 5. The Department shall observe the pump system operate through SUBJECT PROPERTY LINES. I j I , '� J AIR LINE TO I/A OWTS (PER W p a normal operating cycle. V I �PAG� MANU. SPEC.'S) W J 2. Wall thickness shall be a minimum of three Inches unless the N I11 FOR 2Q design has been certified by a New York Licensed Professional &.Inspection for leakage of the force main fittings will be made THE FOLLOWING L075 WITHIN 150' OF PROPERTY i \E.P. / 2 ~ Engineer as complying with all appropriate requirements for thin during the pump test procedure. UTILIZE PUBLIC WATER AS PER SGWA: I 0 z = wall construction. All walls, bottom and top shall contain reinforcing I - to resist on applied force of 500 pounds per square foot (psf). 1 SGTM #1000-56-0I-2.24 1 ° w i e-I CV 3. Pre-cast concrete sections shall be sealed with one (I) Inch butyl Sr-,TM #1000-56-0I-2.25 i SI4 04 00 E m rubber joint sealant which conforms to ASTM G-q90. SGTM #1000-56-0I-2.26 1 140.00, N N LO N 4. All sewer pipes shall penetrate the vertical sidewall of the tankJ_ _ _ _ and shall be sealed with grout or other means acceptable to the _ _ _ _ _ 1 _ _ _ _ EL =25 O3' Q O Department such as watertight sealed flexible joint and the pipe I 0 o 0 gasket fastened to the pipe with stainless steel retractable SUBDIVISION INFORMATION: _ - _ _ clomp(s). M SSINA SUBDIVISION" PROJECT: CLUSTERED CONSERVATION 514°35'I0"E _ �- 162.771 PROJECT: 5. All joints shall be sealed so that the tank is watertight. See section 5-114, E.10. Tanks that are cast in plods require prior LOT 5 I 514°04'00"E approval from the Department and must be certified by a Licensed FILE NO. I2281 b LAU R E L AVE N U E Professional Engineer. At a minimum, the floor and walls of a FILED JULY 05, 2025 8 q concrete tank must be monolithically poured. 6. Whenever practical, concrete I/A OATS shall not be located LOT 1 - SEPTIC within groundwater. For Installations that are placed within groundwater,the bottom and side portions, up to IS Inches above ____ ATER M- I _______________________________ highest recorded/expected groundwater elevation, of the I/A OWTS unit shall be monolithically constructed. In cases where this is not practicable, the I/A OATS unit shall be water-proofed up to IS I I \ / 1\I I I 2375 LAUREL AVENUE U Inches above the highest recorded /expected groundwater �( �t l� elevation and leak tested to ensure tightness prior to operation. SOUTHOLD, NY 11971 7. In cases when concrete tanks are installed In groundwater, the 0 5 IO 20 30 40 50 design professional shall submit buoyancy calculations to prove the weight of the tank (with or without anchoring or the addition of GRAPHIC SCALE DRAWING TITLE: ballast) will be at least 1.5 times more than the: weight of the water SITE �� �I displaced, The buoyancy calculations shall be clone using highest S I `� expected/recorded groundwater elevation with the tank empty. Soil NOTES cover on top of the tonk(s) shall not be considered when 50ALE: I" = 15'-0" determining the amount of anchoring or ballast weight required. SITE INFORMATION SITE PLAN SUFFOLK GOUNTI' HEALTH [�EFAR7 TENT AFFROVAL H.S. t� �., SITE LAYOUT NOTES: H IREFE ENGE NO.: R-23-1855 I. TH15 15 AN ARCHITEGT'5 517E PLAN $ 15 SUBJECT TO VERIFICATION BY A LICENSED PAGE: SURVEYOR. THE INFORMATION �I y � ! � � I- -jtl REPRESENTED ON THIS SITE PLAN IS TO THE F-10 � SUF ��"✓� DEPA d ARCHITECT'S BEST OF KNOWLEDGE. r-- -�°° r E" (" D15TANCE5 TO SEPTIC 5Y5TEM COMPONENTS 2. INFORMATION WAS OBTAINED FROM 0 :1 �!-'`I \1P,L. N.- [\ I 1 FOR' SURVEY DATED NOVEMBER 6, 2023 AND �r- I t - r s I I (MEASURED FROM BUILDING CORNERS) /•- PREPARED BY: A � I I - SYSTEM COMPONENT CORNER 'A' CORNER 'B' YOUNG ASSOCIATES DATE: 01/09/24 1 OF 1 400 OSTRANDER AVENUE "G" - FUJI GLEAN GENT 7 I/A OWT5 21' 480.0' RIVERHEAD, N.Y. 11,101 ,�� 05/27/2025 �� I R-23-1833 t C: , _ 1 0• • � `k f, � "D" - 20" (P POLYLOK DISTRIBUTION 54' 47' DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: BOX D A PROPOSED ROOF COVERAGE = 3,1162 5.F. "E" - V0 X 8' LEACHING POOL 51.5' S1' ggq �^� &� TOTAL IMPERVIOUS COVERAGE = 3,a62 S.F. f n �bi°t �; efsy� € !aI--c` C 3 f� csnlli. n c) n = 11 1 .,�: I 1 I 1 t C. 3,g62 S.F. x 2 RAINFALL EVENT 673.5 G.F. STORAGE REQ.D ''� �a►� A�' 0 "F" - 8'(D X 8' LEACHING POOL f r > E r r ifi b it I pp^�� �` r Sher �����l� c n found P' (1) 8(P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH MEASUREMENTS A5 PER SYSTEM INSPECTION CONDUCTED ON SEPTEMBER, 23 S0 s� & �" 6 ' .-- I (5) 5'(P x .5' DEEP D.W. PROPOSED = 1,015.3 G.F. STORAGE PROVIDED 2024 BY JOHN WILLIS COMPANY INB. I)` C «1 i C`. I C r= IF, n �u if 1 9 I6P M -- 4 4 ``°/ NOTE: MEASUREMENTS ARE TO THE CENTER OF COVERS. `" J 0. �. ,ll r�� RAC, P E,, GH,I `� '�374�5 /; � -.; �L'�AY 2 8 2005 I�i'�..e Cf Cufld!nn [Inp 7irlmnnt A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build May 28,2025 Southold Town Building Department f>; C E E 54375 NY-25 ® t5 Southold, N.Y.11971 A MAY 28 2025 RE: Marratime Capital V LLC Residence 2375 Laurel Avenue ®eg)artment Southold, NY 11971 Building Tax map #1000-55-6-36.1 Town�y�®$S��t�y®Od 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 -Updated Utility Location (water service line, electrical service line, propane tank) Foundation Plan: /-Updated Mechanical layouts L/ -Updated Rear Patio First floor: �lpdated rear patio . v/- Updated master bathroom, mudroom and wet bar layout -Added more steps towards garage - Updated door schedule - Updated structure and roof line Second Floor: - Updated structure -Modified bedroom 4 rear dormer roof and wall lines oof plan: -Added to set Exterior: - Modified front and rear dormers & roof line -Removing Rear Trellis -Revised Chimney Caps Page 1 of 2 AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Updated Pages Include: - G-001 -G-002 -G-003 -A-101 -A-102 -A-103 -A-104 -A-105 -A-201 -A-202 -A-301 -A-302 -A-401 -A-402 -A-403 -S-101 -S-102 -S-103 -S-104 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 2 of 2 Generated by REScheck-Web Software Compliance Certificate Project 2375 Laurel Ave (Lot 1) Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg, faces 90 deg. from North Conditioned Floor Area: 3,915 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: Passes using UA trade-off Compliance: 8.5%Better Than Code Maximum UA: 728 Your UA: 666 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 Prop.Gross Area Cavity Cont. Perimeter Flat ceilings: Flat Ceiling or Scissor Truss 1,968 49.0 0.0 0.026 0.026 51 51 Vaulted Ceiling: Cathedral Ceiling 384 49.0 0.0 0.022 0.026 8 10 Vaulted Ceiling: Cathedral Ceiling 161 49.0 0.0 0.022 0.026 4 4 Wall-East(front):Wood Frame, 16" D.C. 1,355 25.0 0.0 0.053 0.060 53 61 Orientation: Front Windows-east:Wood Frame SHGC; 0.40 346 0.320 0.320 111 111 Orientation: Front Wall-West(rear):Wood Frame, 16" o.c. 1,357 25.0 0.0 0.053 0.060 47 53 Orientation: Back Windows-west: Wood Frame SHGC: 0.40 479 0.320 0.320 153 153 Orientation: Back Wall-South (left):Wood Frame, 16" o.c. 926 25.0 0.0 0.053 0.060 44 50 Orientation: Left side Windows-south:Wood Frame SHGC: 0.40 88 0.320 0.320 28 28 Orientation: Left side Walls-North (right): Wood Frame, 16" o.c. 914 25.0 0.0 0.053 0.060 42 47 Orientation: Right side Project Title: 2375 Laurel Ave (Lot 1) Report date: 01/18/24 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. Prop. Perimeter Windows-north:Wood Frame SHGC: 0.40 130 0.320 0.320 42 42 Orientation: Right side Floor:All-Wood Joist/Truss 2,513 30.0 0.0 0.033 0.047 83 118 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed build' ati esigned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato �� ' IE�PhIB ed in the REScheck Inspection Checklist. Matthew Wynne, HERS Rater ���P ti�9� 18-JAN-2024 Name-Title Sig re 22145 Date �TF OF NE`i I�O Project Title: 2375 Laurel Ave (Lot 1) Report date: 01/18/24 Data filename: Page 2 of 2 P M Ef IC Tqp� TIU; APP OVER AS NOTED 01V L MBtFGF oA e.P Sd c Rr��ic�a d or Pan, SOUR USE llA. TER FEE, SU,PPLKS NNC- NOTIFY BUILDING DEPARTMENT AT EXCELD 2110 OF % L E n 631.765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REO' FOR POURED CONCRE 2. ROUGH-FRAMING&Pt. & INSULATION ;...: PLUMBING', , 4. FINAL-CONSTRUCTION MUST "ALL PLUMBING WASTE BE COMPLETE FOR C.Q. WATER.LINES NEED ALL CONSTRUCTION SHALL MEET THE ,; N :: I¢QRE COVERING:. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS ELECTRICAL INSPECTION REQUIRE!`- COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES '"RUSS PLACARDING REQUIRED AS REQUIRED AND CONDITIONS OF S8�H9E6T6W�Z6 SOUTHOLD TOWN PLANNING BOARD ::�-D6-NOT PROCEED WITH',. J%ITH6t6i$WNiMUSTEES r. l�RAIVIING.UNTILS11R1 E ;,' :0 °FOUNDATIONII RT(( u: AS:BEENAPPFi(11ED: . C . SCHD Blower door and ductwork OCCUPANCY OR testing required. USE IS UNLAWFUL WITHOUT CERTIFICf- Must provide Manuals OF OCCUPANCY D, J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 iAll exterior lighting OF THE TOWN CODE. nstalled,replaced or repaired shall conform to Chapter 172 of the Town Code l CIL OPEN SPACE PARCEL Q 0 W W J � PROPOSED SPLIT RAIL FENCE TO M N BE MAINTAINED BY SOUTHOLD TOWN _ rn NI4°35'IO"w I�2.46' EL.=24.4a' tati��oR. 1 p 1L z Z s• (5-00 1 .00 PROJECT LOCATION & SCOPE fv 0- z qua► P X , N p q u V " � j'a SITE PLAN & ZONING DATA o 0 m cfl 2 O z fi, C to W U� �� �¢ -002 .00 GENERAL NOTES Q 2 O Et 80 ENERGY TABLE 0 I 50� AREA OF LOT TO REMAIN AS QVS STRUCTURAL DESIGN CHARTS cv PER COVENANT $ RESTRICTIONS -- DATED 5TH OF MARCH 2O23 <`' Y, "' ®OO�.00 HOLDOWN, ANCHOR BOLT, 1 ` STRAPPING, & NAILING DETAILS L Z m �t FASTENING SCHEDULE J FRAMING GRAPHICS ♦- s ^♦ M �¢ BEAM CONNECTION PATTERNS U FIREBLOCKING DETAILS W W V _ I #-1 j Q -4 I 60' REAR YARD SETBACK _ _ PROPOSED _ �PROP� },. - PROPOSED FOUNDATION PLAN . .� - - - POOL , A I ® I .0® N + 0 2 1.0. POOL 15 NOT PART OF THIS FILING 4 H I GH POOL FENCE PROP. I PROP. 1 �PD LN ,. 3 2 I FOOL �•` '� u _Is•o' A� 02 ,00 PROPOSED FIRST FLOOR PLAN - Q c( ^♦ MIN. 1 LOCATION MAP Q cn 11 SCALE: NTS W Q � PROPOSED SECOND FLOOR PLAN ® LINE 4 AREA OF EXISTING LOT CLEARING; EXISTING CONDITION -�~ DONE BY OTHER THAN CURRENT I I 53•' 1 PROP. 1 LAND OWNER BRIED �'fi�0�'OSE1� S I NC L� CAM I LY RESIDENCE PROPOSED 2-STORY WL7. _�P-RUOFANE A- 104 ,00 WINDOW & DOOR CHARTS FRAME DWELLING w/ BASEMENT I� -��_ t 1 _ �RO 'OSD I A OWTS GARAGE ON SLAB I �" (4 BEDROOMS) j Z w 63 u. 0 1� I o- 2 z z A-2 01 .00 PROPOSED EXTERIOR ELEVATIONS F.F. EL.=2�..� � 0 W I- OARAOE SLAB EI_.=26.1 V T- f F _> 0E- .� `-7 :.. .: ,..,. ~ I PROPOSED 1 Z z z V J 2 TAX MAP # 1000-55-06-36.1 A-20 00 PROPOSED EXTERIOR ELEVATIONS ASPHALT �. � � J ..�.-,r. , DRIVEWAY PROF-' 5' I D.W./;`MIN• _ ZONING DISTRICT R-50 NON-CONFORMING 1 I PROP. STONE I r� I 0 1 W Q LOT AREA 0.8 ACRES WALKWAY ® r r �' llI GRADE r r I 41.4' A-� .®® BUILDING SECTIONS S FF", K COUNTY HD APPROVAL R 23 1833 4 BEDROOM Tt r I PROPOSED PROPOSED �O FRON _ YARD_ _ _ _ _ _ +i _ _ I HABITABLE GROSS SETBACK rr 1 1 SPACE AREA A-502 .00 BUILDING SECTIONS 1 r FIRST FLOOR AREA 2,302 S.F. 3,04a S.F. II-- jl I I uz, 1 SECcOND FLOOR AREA 1,658 S.F. 1658 S.F. J iPROP.� I I �/ o� / A-40I .00 DESIGN DETAILS 0 E.P. p•yl• / 1 AREA TOTALS 3,�i60 S.F. 4,707 S.F. � O / m IW W / v \. . LI � f tr \ lu s. .\.�:p..:;::: .oe1 'm PROP. PROP. w LOT SIZE / AREA IN ALLOWABLE TOTAL � L P L P v EXCE55 OF 50,000 35,414.0 S.F. 5,414.0 S.F. GFA GFA Q A-�-®Z .00 DESIGN DETAILS o 1 IV iK 1 z (d) LOT5 CONTAINING UP TO 5,100 S.F. PROJECT: lu 40,Cd,)O S.F. MAX. -- - w 514004'00"E Lu ALLOWABLE S.F. / PLUS 1 p I� 140.00, 7.5% OF EXCESS LOT AREA 4,550.0 S.F. 406.1 S.F. 4,756.1 S12. 4,707 S.F. PROP. IA OWTS 1l I o 1 OVER, 30,000 �j- ® � ,OQ PROP STRUCTURAL PLANS LAU R EL AVEN U E EL.=27.10' I I� I� PROPOSED T LOT 1 514°04'00"E b b LOT SIZE 55,414.0 S.F. �- ®� ,®® PROPOSED STRUCTURAL PLANS 2375 LAUREL AVENUE U E 50% OF LOT REQUIRED TO REMAIN 17,707.0 S.F. SOUTHOLD, N.Y. 11971 AREA OF PROPOSED CLEARING 17,706.7 S.F. -------------- EX15TINO WATER MAIN ------------------------------------------------------------------------------- -�•-- /� �- 0 .00 PROPOSED STRUCTURAL PLANS DRAWING TITLE: TOTAL AREA OF LOT TO REMAIN 17,707.3 S.F. L A U R E L A � �lU E E PROJECT LOCATION &SCOPE .,:�\.. E PLAN���:.,.�\� �.,. .�\�� .:.. G DATA \,\.\ \,, \���:. -_��\\\..,. \�.\\�\...��,:.;�.�•:\\�\�.,: � PROPOSED STRUCTURAL PLANS + > j ,>hO N,GOSE'�2; C G J I TE PLAN DESSRIPTION (FOOTPRINT) AREA � LOT COVERAGE ( PAGE: SCALE: 1" = I5'-0" TOTAL LOT AREA 55,414.0 S.F. PLUMBING RISER DIAGRAMS G-00loOO PROPOSED DWELLING 3,271.0 S.F. a23o GAS RI � RISER DIAGRAM CLEARING RESTRICTIONS AS PER DECLARATION OF COVENANTS AND AREA. AT THE TIME THIS SUBDIVISION WAS APPROVED, THE NORTHERN CLEARED AREA GONFC.' tM5 TO THE APPROVED CLEARING PROPOSED INOROUND POOL &00.0 S.F. 2.5% RESTRICTIONS; DECLARATION MADE 57H DAY OF MAY 2025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRICTIONS. APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED SY THE US ENDANGERED SPECIES ACT. THE TIME OF 7. AT ANY TIME, IN PERPE"UITY, IN THE EVENT THAT A ;-OT IS CLEARED TOTAL AREA OF ALL STRUCTURES 4071.0 S.F. 11.5% YEAR WHEN CLEARING IS PERMITTED MAY BE LIMITED BY THE NY5 BEYOND THE AFOREME TIONED PERMISSIBLE LIMIT, THE AREAS MUST DATE: 01/19/24 1 OF 19 1. THE TIMING AND METHODOLO(SY FOR CLEARING MUST FOLLOW THE DEC. BE RE-VEGETATED BY ' HE LOT OWNER ACCORDING TO A DRAINAGE SYSTEM INSTALLATION NOTES: SOUTHOLD TOWN PLANNING BOARD'S "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT THIS LOCATION MAY NOT OCCUR RE-VEGETATION PLAN .�EVIEWED AND APPROVED IN WRITING BY THE MAXIMUM LOT COVERAGE ALLOWED: 20% A MINIMUM 10' SEPARATION IS REQUIRED BETWEEN DRYWELL5 8 EASTERN/WOODLAND BOX TURTLE CONSERVATION DURING BETWEEN MARCH I AND NOVEMSER 30 OF ANY CALENDAR YEAR. PLANNING BOARD. ANY WORK BEING CONDUGTEM ON THE 517E AT THE WATER SERVICE LINE, UNDERGROUND UTILITY LINES, 5Ef-TIC ITS OF TIME THE OVER d o � �,.�.... . �.:�..,. ... \\\ .\\ \\\. .OUTSIDE THE M IM GEAR G IS DISCOVERED ING UDINO INTERIOR \ \. \IS PERMITTEDL L L RIOR �: . .\ \\\\. \ ..�. :�. TOWN P ANNING 3. NO CLEARING OR GRADING \ \\ ,,...,.�\,. . ...,.,,\\�\ . ..., .. �\,.,,. CONSTRUCTION , ON FILE WITI-I THE SOUTHOLD Lp.. \ . . COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, BOTHER COVENANTS AND RESTRICTIONS AND CONSTRUCTION, WILL St: STOPPED UNTIL THE SITE IS RE-VEGE A :. DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS CLEARING STATED FILED GO T D �.,.:.,; :.��. `\.., ,.:::• ;.,>,.��,,�:.:.:,,.<.:.:v&�... �• >: >.�:.•::.,� ,:���::..:;:.:..;. ..:. .. ....��,��,.,,...:. ,. .. DRYWELLS AND THE EDGE OF ALL FOUNDATION IT ACCORDING TO THE RE VEGETATION PLAN. IF THE SEASON DOES NOT WALLS THE WOODLAND BOX TURTLE, AKA THE EASTERN BOX TURTLE, WAS SHOWN IN CLEARING CHART (50% LIMIT) SITE LAYOUT NOTES: A MINIMUM 5 SEPARATION 15 REQUIRED BETWEEN DRYWELLS NATIVE VEGETATION INCLUDING GROUNDGOVER SHRUBS PERMIT REPLANTING IN:1EDIATELY, WORK MAY c�ONTINUE AFTER A ` �=T"7} �l` \t t .; 3^IN:: SCA� R »�J„iiON�„" , . LISTED BY THE NEW PORK STATE DEC AS A SPECIES OF SPECIAL 4. EXISTING .: .. . PROPERTY LINES CONCERN. THIS PROTOCOL LIMITS THE TIME OF YEAR CLEARING 15 AND TREES, SHALL BE PRESERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARAI,tEE IS PROVIDED IN THE AMOUNT IT WOULD "' ""\ "'" ` I. THIS IS AN ARCHITECT S SITE PLAN 4 IS ALLOWED BASED ON THE BIOLOGY OF THE PROTECTED SPECIES. IT OF PERMISSIBLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND COST TO FULLY IMPLEt ',=NT THE APPROVED RE-VEGETATION PLAN. SUBJECT TO VERIFICATION BY A LICENSED A MINIMUM 20' SEPARATION IS REQUIRED BETWEEN DR1(WELLS AND ALSO PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED PROP05ED COMPLIES SURVEYOR. THE INFORMATION BURIED PROPANE FUEL TANKS. PRIOR TO CLEARING. / {�G�1 TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION REPRESENTED ON THIS SITE PLAN IS TO THE CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL tY 1/ `` I.I. ANY CLEARING AT THE SITE SCHEDULED FROt4 PRYL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL ARGHITEGT'5 BEST OF KNOWLEDGE. SEE ALSO DETAIL 7-A/402. NOVEMBER 15 OF ANY CALENDAR YEAR WILL BE PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE MIN. FRONT YARD 50.0' 63.0' YES '', WI D IFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. 2. INFORMATION WAS OBTAINED FROM L L THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY CLEARING OR GRADING, THE CLEARING LIMITS AND MIN. SIDE YARD 20.0' 41.4' YES SURVEY DATED NOVEMBER b, 2025 AND DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: 2. PRIOR TO ANY CLEARING OR GRADING, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY STAKED ON SITE AND INSPECTED BY PREPARED BY: PROPOSED ROOF COVERAGE = 3,ab2 S.F. MIN. COMBINED PROPOSED ASPHALT DRIVEWAY COVERAGE = I ala S.F. �+' '�, 374Wa � PROVIDE CORRESPONDENCE FROM THE NEW YORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE SIDE YARDS 40.0 C14A YES YOUNG ASSOCIATES TOTAL IMPERVIOUS COVERAGE = 5881 S.F. '�� - �l •�' DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) COVENANTS AND THE SUBDIVISION MAP. REGIONAL OFFICE WITH A DETERMINATION ABOUT WHETHER A b. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION, THE MIN. REAR YARD b0.0' 83.8' YES RIV OSTRANDE.1 AVENUE 5881 S.F. x 2" RAINFALL EVENT = a80.2 G.F. STORAGE RE'Q.'D 0 no A A E v* A f/ %xil I L U L CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER RIVERHEAD, N.Y. 11901 THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN THIS BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE (1) 8'(P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH MAXIMUM HEIGHT 55.0' 32.1' YES (3) 8'(P x 8' DEEP D.W. PROPOSED = 1,015.5 G.F. STORAGE 1PROVIDED NOTES I$ 5FE(�I F I GAT I ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AVM MASONRY AE35I E Y I r""'tT I O I S IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 d BETTER (FL) = 5'I5) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRP,GTOR'S RESPONSIBILITY TO READ ALL NOTES, 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 SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TIN6 BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR IZ GREATER STRUCTURAL SAFETY OR D:IRABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL Q GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT BLDO. BUILDING K KIPS (1000 LBS) I. NO WORK TO START UNTIL APPROVE G� PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALAN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. w APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CON57RUCTION MANUAL AND THI5 P5 FORMAT, AS BM BEAM MANU. SPEC.s� MANUFACTURERS SPECIFICATIONS w 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MN. OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF [MAX. MAXIMUM -J 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED03 ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING (y) STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOL ISTS, 5 LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL Q ±_. N PREFABRICATED WOOD 1-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Lf') 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL � � O.) A 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 B.O.W. BOTTOM OF WALL MIN. MINIMUM � � AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.S. UNTIL 151 TIER OF FRAMING 15 IN PLACE. O � coO 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, PO5T5, AND BATH TUBS, G.J. CEILING J015T NAVD55 I NORTH AMERIGAN VERTICAL DATUM OF 1a88 = T- 4. ALL UNNOTED OR NON-VISIBLE EASE'�1ENT5 ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, T FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. It � N }; O OF THE OWNER/BUILDER COL. � COLUMN NYC, BG NEW YORK CITY BUILDING CODE f.() � INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED O C z -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED �� GL 'Ct 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH GONGRETE. CONT. CONTINUOUS O.G. ON CENTER A 2E Xo -le N SHALL BE CLARIFIED WITH THE ARGHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE C WITH THE WORK. &RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR a. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBE. DOUBLE OGG. OGCUPANGY - p O m .- a. ALL WOOD 51LL5 AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE S O }' 6. NO DEVIATIONS OR CHANGES TO THE: STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-aa. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION - - N O UNLESS APPROVED BY THE ARGHITEGT,�EN6INEER. DAYS OF 4,000 P.S.I., U.O.N. Q Oo L 'f. CONTRACTOR TO VERIFY DIMEN51ON1.5 OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. _][DIMENSION P. GONG. POURED CONCRETE BEFORE THE START OF FRAMING ON PAGE 0-003. GENERALLY, 5HEA7HIN6 15 OF 1/2 THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTO A I clO.1 STRUCTURAL GLUED LAMINATED 11. GONG. 5LABS TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH D.J. DECK JOISTS PL. PLATE ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS INHERE SLAB ABUTS FRAMING. a. DO NOT SCALE DRAWIN65, WRITTEN ;DIMENSIONS TAKE PRECEDENCE WOOD I-JOI5T5 SHALL`MEET THE PROVISIONS OF A5TM P5055 EJ.EV, � ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - a 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING 5GHEDULE ON PAGE 5-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT REQ'D REQUIRED (D CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE OOVERNING BUILDING CODE AND ANY ADDITIONAL 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 RISER L. II. 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. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2„ ABOVE FINISH 6R:AME. �0 ■.®.' ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER U ■ 12. THE ARCHITECT IS NOT RETAINED FC�R SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRAGINO AT JOISTS, 5TUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONL1 . EXCEED 6'-O" AND AT EVERY 5'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIR:EMENT5 AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO FAR FLOOR AREA RATIO P a. STEEL 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. SMART VENT W Cn 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED M. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY �+-4 WOOD TRUSSES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT,THE ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED ■■ m TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REGUIR:EMENT5 AS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I5. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALL5 AND I FF ELEV. FIR5T FLOOR ELEVATION TEMP OL. TEMPERED OLASS BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I'i. PROVIDE ALL NAILING AND STRAPPINO ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. I F.J. FLOOR JOISTS THK. THICK V la. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN05 ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVI510N5 OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK � ■- 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, A5TM 05-7 SPECIFICATION FOR GYPSUM LATH, OR A5TM Olcl CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FRGE 11 FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD `♦/^, THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER la SPECIFICATION FOR GYPSUM Sf�EATHINb BOARD.. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. AS PER PAGE 0-003. L'I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16' WIDE x 5" 0. W 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP $ 3'-O" BELOW GRADE. FRPR. 11 FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - -1 0 AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSE&, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR R:E5ULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 25Y COPPER I.8 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SITE WORK GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 2 ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR INJURY TO OR DESTRUCTION OF TANGIE3LE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ - I WITH MANUFACTURER SUCH A5: HANGERS, NAILS, 5GREW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ITSELF INCLUDING THE L055 OR USE RESULTING THEREFRON). (5) 15 CAUSED IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, WHOLE OR IN PART BY ANY NEGLIGENT' ACT OR OMISSION OF THE ETC. FOR ROGATIONS SUCH 0 LEDGER SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITEOVENCANEER PRIOR TO PROCEEDING. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY HDR -� HEADER WD. NO ETC. ANY REFERENCES TO GGA ARE TO REP LACED WITH P.T. PRODUCT STANDARD 2 (P5 D 2) PERFORMANCE STANDAR FOR EMPLOYED 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 DRAWIN55. HNOR HANGER ZR ZONING RESOLUTION 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEUSER TRU5 J015T 2.OE MICROLLAM LVL STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING ,HOR. 11 HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOAR:D ORIENTED-5TRAND SITE. STOCKPILE ALL EXCAVATED MATERIALS. 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING 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 WEEDS, TREE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE OF CONCRETE, ETC. ARE TO BE GAREFJLLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I`15UL 1 ZTI ON 4NSTRTI ON RQU I fi� MNTs APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE OOVERNINO BUILDING GORE, AUTHORIZATION OF THE ARGHITEGT/ENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY PROPOSED DESIGN CODE PRESCRIPTIVE VALUE I$ la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE OLA55 WINDOWS AND DOORS COMPONENT VALUE CITATION (PER 2020 NYSEGGG) COMPLIES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I. ALL GLASS 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-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARO USED IN STRUCTURAL APPLICATIONS 2, GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER MAX.U-VALUE = 0.52 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIa4.1 CELLULOSIC U-VALUE = O25 20. CONTRACTOR TO REMOVE b RELOCATE AS REQUIRED ALL EXISTING WORK CLEARANCES ARE PROVIDED. FENESTRATION U-VALUE MAX.AIR .4.5 4 TA ■ OR4 2.1.4- YES EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G205 STANDARD SPECIFICATION FOR AIR LEAKAGE = 0.30 GFM/5F WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. PER R4oa.4.3 a TABLE R402.1.4-CLIMATE ZONE 4 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE GELLUL05IG FIBER INSULATING BOARD. 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY &LASS UNIT INSTALLED HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURERS WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LAGS, R-28 FOAM SPRAY INSULATION WMIN.R-VALUE = 4a SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL 51DING STRUCTURAL PANEL 51DINO USED IN UNLESS OTHERWISE NOTED. GEILIN6 R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2 -CLIMATE ZONE 4 YES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REGUIR:EMENT5 OF U.S. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 22. PROVIDE FIREBLOGKING AS PER WEN PORK AGGESSIBILITY STANDARDS. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH EXTERIOR(2"xb")WOOD R-14 SPRAY FOAM INSULATION MIN.R-VALUE = 20(CAVITY) THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (1-5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MANUFACTURER'S SPECIFICATIONS. FRAME WALL R-VALUE (R=-T/INCH)W/R-II BATT INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 YES 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GODS EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL WORKS 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE MIN R-VALUE = la COPYRIGHT PROTECTION AGT OF IaaO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. ENERGY CONSERVATION CONSTRUCTION CODE. FLOOR R-VALUE R-50 BATT INSULATION PER TABLE R402.12-CLIMATE ZONE 4 11 YES 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL IF 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.-T. 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 GLASS DOORS, WINDOWS, OR COMPLIANCE STATEMENT, GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF &LASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. To THE BEST OF MY KNOWLED&E,BELIEF,AND PROFESSIONAL_UD6MENT,THESE PLANS AND SPECIFICATIONS ARE IN ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-005 d 6-004. THE FASTENING 5GHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND COMPLIANVE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. N CONSTRUCTION;SSTD 10-aa AND 2018 5'BG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 'I. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 5GHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'S). A5ME 515.2.I SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. V INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN a. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH � BE USED IN ACCORDANCE WITH MANUFACTURER'5 RECOMMENDATIONS. WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE: CONNECTED WOOD TRU55 CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE w TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN& BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 3. METAL PLATES, GONNE0TOR5, 5GRE:W5, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW 5PEGIFIED. THE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, w AREAS SHALL BE STAINLESS STEEL. OR HOT DIPPED GALVANIZED. EXIST. WALLS 8 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 ~ 4. WHERE WINDOWS AND DOOR5 INTERRUPT WOOD STRUCTURAL PANEL P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, REQUIREMENTS. � 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 TABLE R50I .-T HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING CODE AND ANY 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE CLIMATIC I$ GEOGRAPHIC DESION CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S TEMPERED GLASS. PROJECT: AND AT BEAST ONE STUD AT EACH SIDE OF OPENING. GORE EVALUATION REPORTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, GROUND SNOW LOAD 25 LBS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG G EXTERIOR GLAZING SHALL BE PROTECTED FROM UIREMERNE DEBRIS. RAFTERS EXCEPT WHERE COLLAR TIE5 OF IN(V' OR 2"x4" LUMBER 15 w/ 6" RISE 6 w/ (2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE05 2.2.5. NAILS: NAILS SHALL COMPLY WITH FASTENERS: F ILS, STANDARD GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE LOCATED IN UPPER THIRD OF ATTIC: SPACE AND ATTACH TO EACH PAIR OF SET b" PST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MISSILE TEST OF 1. OA AGE AND ASTM E O NI MODIFIED TI 20HA NY5 ET STRUCTURAL MEMBER BA51C WIND SPEED 150 MPH LAU R EL AVEIV U E RAFTERS SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION L�� 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES THE R:EOUIREMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE ANSI/DASMA 115. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/150 MANUFACTURERS CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH W/ NO FINI5HED GEILIN6 ATTACHED TO RAFTERS "I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY SEISMIC DESIGN CATEGORY B 16' WITHIN 4' OF EXTERIOR GORNER5. ASPHALT ROOFING SHINGLES A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' 5HALL I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN5I/A5ME B 15.6.1 BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR WALLS 4 PARTITIONS H/150 WEATHERING SEVERE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 5HIN&LES OR APPROVED EQUAL. WOODSCREWS (INCH SERIES). ATTACHED TO THE FRAMIN6 SURROUNDING THE OPENING. PANELS SHALL BE 2375 LAUREL AVENUE TO THE FOUNDATION WITH ANCHOR 'BOLT5 HAVING A MIN. BOLT DIAMETER PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FLOORS d PLASTERED CEILING5 L/360 „ "x OF J" AND 33"x WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE FROST LINE DEPTH 3-0 SOUTHOLD, N.Y. 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT CORRO5ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T IN CONCRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" 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 FLASHING GONDI7ION5. DRAWING TITLE: AND AT 5PAGIN6 NOT EXCEEDING 4' ON CENTER. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON' MAY BE EXTERIOR WALL5 W/ PLASTER OR STUGGO FINISH H/360 ICE BARRIER REQUIRED YES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING GENERAL NOTES CONSTRUCTION. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALLS - WIND LOADS W/BRITTLE FIN15HE5 L/240 ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY 'SIMPSON" MANUFACTURER. SYSTEMS TO NYS PLUMBING CODE AND NY5 DEG REGULATIONS. TO 20M NATIONAL ELECTRIC, GORE, NFPA -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 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. COMPLETION OF WORK. b. CORROSION RE51STANT 11 GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY SIMPSON" PERMITTED 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA '12: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER Fool. STRUGTURAL DES I C N LOADS PAGE: - GENERALLY,VERIFY OR PROVIDE HARD WIRED -1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDER:LAYMENT FOR SMOKE DETECTORS w/BATTERY BACK-UP IN: 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PERAVf& 0 5. TE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. GENERAL TRAP AND WAS USE LIVE LOAD DEAD LOAD 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - DISH WASHER 211 F A. EACH SLEEPING ROOM THE SEALANT TO UPLIFT FORGES U51NG A5TM D 6351. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER KITCHEN SINK........................................2" UU20 %of B. OUTSIDE OF EACH SEPARATE SLEEPING SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAVATORY...............................................21, EXTERIOR BALCONIES 40 psf 15 psf - SHOWER/TUB..........................................2" YOF - TOILET........................................................5" TH�BEDROOMS A IN THE r(OENERALLY TEDIATE HE HALLWAY) 'i. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - DECKS 40 psf 15 psf ARCHITECT LAUNDRY .................................................2' I' G. EVERY LEVEL OF DWELLING - FLOOR DRAIN..........................................3" DATE: 01/19/24 2 OF 19 (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC) GYPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED AS A "51MPSON" TOP MOUNTED BEAM PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN I. OYP5UM WALL BOARD SYSTEMS 5HALL BE OF A TAPE JOINT AND JOINT 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" COMPOUND METHOD. HANGER SHALL BE ALLOWED TO BE 5UB5TITUTED WITH A TOP MOUNTED THROUGH ROOF. CODES AND REFERENCE STANDARD: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42'9 10 psf 15 psf MECHANICAL, FUEL OAS: 2. ALL OYP5UM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 'T. PROVIDE FR05T-PROOF H05E BI55 WITH EASILY ACCESSIBLE DRAIN d STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE DRAIN GOOKS AS REOV. HOSE 5I55 SHALL BE PROVIDED WITH BACKFLOW NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK ATTIC5 WITH 5TORA6E (MAX CLEAR HOT > 42") 20 sf 15 psf I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE DEEMED APPLICABLE. PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. p NY5 MECHANICAL GORE AND FUEL 6A5 CODE ! �E D AP 3. 5/5", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON CEILING AND WALL5 INSULATION b. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf ��. ,.� �`��, 2. ALL MECHANICAL SYSTEMS, APPLIANCES, >! EQUIPMENT 5HALL BE LISTED, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS.5HALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTION. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME � 3. ,--_`'�'�f� LABELED, d INSTALLED IN ACCORDANCE w/ MANUFACTURER'5 5PEG.'5 d CODE. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST b PAPER ASSOCIATION SLEEPING ROOMS 30 psf IS sf 0 ��'` ;,, , ' , IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING p p ,�� �-) EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. a. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AFBPA) AMERIGAN WOOD COUNCIL (AWG). � �1 0'..', r, t - ,-A 3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ;z '��"�.^ .'tat-,' E_I CONCRETE PANELS OF 5/5' THICKNESS MINIMUM. :^r- . `S -, SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHU75 OFF THE FUEL 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 IS psf <C C, . r',I C. SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHEM. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING GORE. * 1;,_,��a I� , 4. FINISH JOINTS J-BEADS, NAIL DIMPLES CORNERS, AND EDGES SHALL BE t, TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 psf 15 psf - h•x"'r�a- 4. SUPPLY 8 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED 11. NOTCHING AND BORING OF 5TUD5, JOISTS, RAFTERS AS PER BUILDING CODE. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. . 74�-' () TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLE55 NOTED OTHERN15E, INSULATE AS FOLLOWS: NO NOTCHING AND BORINO OF STRUCTURAL MEMBERS SHALL BE PERMITTED 12 psf FOR ATTIC I It, ALL OPENINGS. - a" R-30 FOR FLAT CEILINGS NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. ¢ F {`� DUCTS 3"lP 4 GREATER, LOCATED IN ATTIC: R-5 - 5.25" R-50C FOR VAULTED AND CATHEDRAL CEILINGS CODE, NFPA -70 AND 2020 NEW YORK STATE ENERGY CONSERVATION I DUCTS UNDER 3"O, LOCATED IN ATTIC: R-b 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. - 55' R-15 FOR 2`x4" WALL CONSTRUCTION 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE CONSTRUCTION GODS. DUCTS 3"(P d 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 DUCTS UNDER 3"4, OTHER PORTIONS OF BUILDING: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ASCE '7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLI�)ONN DETAILS T)"F I GAL_ NA I L_ I NO/STRAFE I NO RE U I REMENTS FOR FASTENINO 50HEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UI LIFT, SHEAR/ LATERAL. K I rL RES 15TAI (f.,E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REG2UIREMEN75, d **ALL STRAPPING TO BE (Y4"x 20 OAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILEDAND ROUGH OPENING FRAMING REQUIREMENTS) Q STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 0 *USE IOd NAILS IF STRAP=INO IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) W W FASTENER SEC. FASTENER HOLDOWN A HOLDOWN B DESCRIPTION SCONNECTION AN QUANTIY AGINO —� L Q � LO FOFOUNDATIONST ROOF GE I L I NO FRAM I NO °' AT RAFTER TO RIDGE �"v � O I.DIM's ARE ALL MIN.We BASED ON USE OF ONLY A Ibd O CO CONNECTION: — '� COMMON NAIL w/o PREBORED HOLES. � ENDWALL ENDWALL -~"'� " RAFTER TO TOP PLATE (TOE-NAIL) SEE PACE 6-005 PER RAFTER N �; O (5) 2x FULL (3) 2x FULL CORNER STUD ..--"" r~ �" 2 2.lNOOD 15 ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE p Z HEIGHT STUD\ HEIGHT STUD CONNECTED TO FOR STRAP - 3 8 d COMMON R.R. 2, iv SERVICE a c- 4 CORNER STUD CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST f`3 r CONNECTED TO TRANSFER SHEAR NAILS ® EA. END OF STRAP. 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL A Q V N TRANSFER SHEAR _ (EVIDENT DURING INITIAL IN5TALLATION)PREP-ORE THE NAIL C "SIMPSON" HDaa FOR ROOF SLOPES UNDER 5:12 WITH �� • • • • • • HOLES,SET NEW MEMBER. CEILING JOI5T TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 0-003 EACH LAP p O CO HOLDOWN ANCHOR ® 2-I6d COMMON • • • J_ O 2-Ibd COMMON ROOF SPANS OF 24' OR GREATER LOCATIONS NOTED NAILS ® 6" O.G. 4END OF STRAP / • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP C N NAILS ® 6' O.G. 4 ON PLANS 10" O.G.. IF BLOGKE ,,,,_/ USE 4 d COMMON NAILS ® EA. �7/ O" O.G. IF BLOCKED • • 5.SEE SECTION 6 FOP.ANY REQ'T TO CLINCH THE NAILS(TO Q CORNER POST CORNER POST . c IES �" TIG HTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE a O "SIMPSON" HDaB THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) HOEDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS INb.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END LOCATIONS NOTED a OF 24" O.G., INCREASE NAILING BY A GR 410N 12.4-PLACEMENT OF NAILS t SPIKE-15 d TABLE ON PLANS ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION B1 B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO L HOEDOWN INSTALLATION OPTIONS: CONNECTION: . •��..- FOR STRAP - 3 b d COMMON NAILS a EA. 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON 1 PER FOOT FOR NEW P. GONG. FOUND.'s ° ° � HOLDOWN CAST IN PLACE w/'7/a"4) THREADED ROD � I . END OF STRAP. • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • e WHEN IN TOWN OF ISLIP OR NAILING I • Va"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� B� • • MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.C. ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I 51MP50N #H2A (OR EQUAL) RAFTER TIE (HIGH 5TRENOTH ACRYLIC ADHESIVE) _ "^�- HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES ``'-,•... � FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME FOR TOENAILING - 3 8 d COMMON NAILS w/7/b"O THREADED ROD CONNECTION """---.. - ,� FOR G.J. TO R.R. - Q 16 d COMMON NAILS REQUIREMENTS FOR •--......._• BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 1,2 PER FOOT RAISED C.J.'s (WHEN " AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOGKIN6 (FACE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW H0LDOWN HOLDOWN 'D' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - 41 I6 d COMMON NAILS FLOOR FRAMINO FOR NEW 4 EXIST. j/ < FOUNDATIONS FOUNDATION GONNEGTION GI (,2W JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST ® ONE STORY ONLY (�' FOR NEKLY POURED (5) 2x FULL ENDALL BRIDGING TO J015T (TOE-NAIL) 2-Sd COMMON EACH END ®+ HEIGHT STUD CORNER STUD CONNECTED TO n BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (3) 2x FULL i / o BLOGKINC TO SILL or HOEDOWN ANCHOR ® _ 2-I6d COMMON HEIGHT STUD �,.,..r-`' • l,/2 "'�--"'--•! TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 TOP PLATE (TOE-NAIL) ON PLANS O.G. IF BLOCKED CORNER POST G I FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d rCNMCN BELOW - 2 I6 d COMMON NAILS NAILS ® 9,11 O.c. BAND JOIST TO J015T (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT ° a �. ROOF SHEATHINO STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD "SIMPSON" 5T D14 CONNECTION DI D2 i SOLID 6 PERIMETER EDGE ZONE ° ad COMMON b" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS: BLOC BAY &ABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. 's UP TO "I" RAKE OVERHANG FOR NEW P. GONG. FOUNI�� HOEDOWN CAST IN PLACE w/7/8"O THREADED ROD -•-~"'ter ~~�� • FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO "US":D THREADED ROD (PRE-DRILLED) EMBEDDED 12" IN70 PLATES) CONNECTION: I�)2 CONCRETE w/ "51MP5ON" SET (HIGH STRENGTH EPDXY t7 1/2" MIN. - I GYPSUM WALLBOARD 5d COOLERS -I" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE 'SIMPSON" AT FROM (HIGH STRENGTH ACRYLIC ADHESIVE) CORNER o FOR STRAP - 3 5 d* COMMON NAILS a EA. ONE #4 IED ON �._ SPECIFIED ON • END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING D I o FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLDOWN ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/WWO THREADED ROD 2 16 d COMMON NAILS STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD 9 d ° ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ° Q FLOOR CONNECTION w STRAP w/(3)/ # LPT4 SIMP50N (OR 8d NAILS® EA.END w NAIL I N O/S TRA��1 N O ,1�1,I N�O W/�O O R HEADER 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ` �-. OF E STRAP TO EA.JOIST IST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: SIMPSON H23A) U A - NUMBER OF Sd NAILS ® EA. END OF 5TRAPPIN6 (2015 WFGM,TABLE 3.1, P. I89);WHEN 5TRAPP 6 CONNECTION E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE 51MP50N C516 STRAPPING (OR EQUAL). - -�" - I" or LESS: ad COMMON b" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255, P. ql) -- � GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. 51DE OF HEADER (2015 WFGM, TABLE 3.23C, P. 2q ; r ALTERNATE AS PER TABLE 3.23D,P. 203) ""--� • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. W D D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE ALTERNATIVE NAILING 50HEOULF-5 SHALL BE USED WHERE WALL 5HEATHIN5 NAILING 15 REDUCED. Q A AT STUD TO FLOOR ASSEMBLY TO SILL (2016 WFGM,TABLE 3.1,P. 18q) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E - NUMBER OF JACK 5TUD5 ® EA. END OF HEADER(2015 WFGM, TABLE 3.22F, P. 288) ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. IDE ° a a9 ° SLAB ON GRADE APPLICATION: ALTERNATE GONNEGTOR5 SHALL BE USED TO MAINTAIN THE LOAD PATH. (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.5,P. Iql) *..� a �� . 9 n a. 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: NAILS SHALL BE PERMITTED To BE REDUCED TO I-I&D NAIL PER FOOT. B E— -•••.. ° � FOR STRAP - 3 8 d*COMMON NAILS ® EA. g - FOR ROOF SHEATHING WITHIN 4, OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH LAU R E L AV E IV U E END OF STRAP (WRAP STRAP UNDER SILL PL) FASTENING SCHEDULE B 51DE OF THE ROOF PEAK, THE * PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS " �� a ° $° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) �~""� ° 2 16 d COMMON NAILS LOT 1 M A NOTATION S I O NAOE FOR 7RU55 TYPE FRE—ENO I NEERED ROUGH A B G D E F G WOOD, AND/OR TIMBER GON5TRUG1ION OPNG THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2375 LAUREL AVENUE 2'-O" 5 1 1 1 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'-O" 6 I 2 2 2 2 � I I I�� ® T® �LeT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-O" � I 3 3 3 3 l� 5RACING/57RAFFINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 f , 8'-0" 12 2 3 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKN5 a 112""o.c,. CONSTRUCTION TYPE DESIGNATION SHALL LEN6TII 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "I", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS I FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES B4G - 10'-o" 14 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLA551FICATION OF FASTENING SCHEDULE _\ F THE STRUCTURE UNDER SECTION 602 OF 12'-O" 16 2 5 6 6 6 BUILDING MINIMUM 5PLICF_1=,4 BUILDING MINIMUM SPLICE'-''` THE NY5 BG. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) TYP. STRAP w/(3) PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-0"/2'-6" 12'-0" 5'-O" OF EA. STRAP 6 DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, I6'-0" 3'-O"/3'-q" I6'-o" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER A N C.,H O R BOLT S�E� G A T I O I` S CONSTRUCTION AS FOLLOWS: G-003m0u'0w"h 20-O 4-O /5-O 20-O' S-O - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS 4BEAMS SPECIFICATION (2015 WFGM TABLES 3.2A 4 5.25, P. 157 24-160) ,-O„ 4-O /5-O„ 24-O„ 6-O„ BACK m 4'-0" O.C. - "R" = ROOF FRAMINGFR FLOOR � ROOF FRAMING DATE: 01 19 24 CORNER 3q' - FOR ALL STRUCTURES: " c / / 3 0 F 19 CONDITION - . %110 ANCHOR BOLTS a 3a" O.G. 25'-0" 5'-0"/6'-3" 28'-O" 7 "'-0 . • 32'-0" 6'-O"/7'-6" 32'-0" iv SECOND FLOOR r NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENOTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" 8'-O"/10'-O" 40'-O" 11'-0" I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS W 3" SQUARE WASHERS AND END NUT SETUP; „ ��� ��� ` '�,�J� , II I II I 'I I I BACK® 4'-O" O.G. 'a ( +� END „ 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O 13-O s w� 0 CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(3) STROKE TOP TWO COURSES SOLID ad NAILS EA. END ry 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-0"/15'-O" 60'-O" ib'-O" OF EA. STRAP Q '`f '�' `s 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6HT5 FOR OTHER WALL 5,H,THE TABULATED UNIT LATER MULTI AL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR a t'":1, %!-� , PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOW W N5 FOR SHEARALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O 14-O 70-O Iq-O 1�.�s: , NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 4 12 (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80-011I6-O 80-O 22-0 FROM ENDS AND CORNERS (TWO a CORNERS) W WALL- 1.125 11 REFLECTIVE REFLECTIVE 'FOF N (SEE DIAGRAM TO LEFT) IO'WALL- 125 BLOCKING 2 BAYS II'WALL - I.515 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G.' RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS I2'WALL - 1.5 FOR 10'-0" WALL #I87 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAM I NO ORAPH I GS OONTI NUOUS BUILT-UP ORDERS,RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REG'D FOR FRAMER TO HAVE A F I REBLOGK I NC FOR FLATFORM WOOD FRAM NCB WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVAN- PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 CONNECTION s 1/4OFA WHEN GIRDERS MADE UP OF JOISTS NAILED IZ DESCRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD BEAR I NO WALL OFFSET FROM SUPPORT A (2)ROWS lod NAILS• 12"O.G. MAX' 521, P LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. w THE SPAN LENGTf- FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST W STUDS STUD B (3)ROWS lOd NAILS a 12"O.G. SUPPORT. NO TWC ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. SUBFLooR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE (2)ROW5 1/2" 0 BOLTS m 12"O.C.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE N SUBFLOOR G DBL.a ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPING. Q L0 50LE: PLATE (2)ROWS BUILT UP 61RDER P MAX.52" NAILING: � M � D WS I/2" 4)BOLTS• Ib"o.G. SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE GO S GT O THE DOUBLE _ T_ O 4. FOR PLATFORM FRAME NTRUIN: E (2)ROWS 1/2" m BOLTS• 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRE5TOPPIN6. o Cfl BETWEEN 1/6 EACH PIECE, OTHERS 5TA55ERED WITH A DISTANCE $ S. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 'C N >� O F (2)ROWS 3-3/b"TRUSSLOCK SCREWS• 12"O.G. E 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR, OF NONCOM-BUSTIBLE FILL. O C LO z SCREWED ON(I)SIDE OF MEMBER r- CI LINE; OR GIRDERS ARE TO BE NAILED FROM EACH a, ' 6 (2)ROWS 5-3/5"TRUSSLOGK SCREWS m 16"O.G. P 51DE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE >, Xp U (V SCREWED ON(1)SIDE OF MEMBER " AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 H (2)ROWS 5-5/6"TRUSSLOGK SGREW5• 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. r- JOISTS SERVE AS FIRESTOPPING. p O m .� J015T SCREWED ON(1)SIDE OF MEMBER P O .� LO MAXIMUM OFFSET (2)ROWS 5"TRU55LOGK SCREWS m 12"o.G. THREE-PIECE 'T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O (" J BUILT UP GIRDER P MAX.52" THREE-PIEGE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER NAILS ON EA. 5ID= w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. MATCHED SIZE OF BLOCKING (2)ROWS 5"TRU55LOGK 5GREW5 a Ib'oz. 4 UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K 5GREWED ON BOTH SIDE OF MEMBER PIEGE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE PARTITIONS ® 52" O.G. $LOCKING SND OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES A5 FIRE-5TOPPIN6. L (2)ROWS 5"TRU55LOGK SCREWS m 24"O.G. BETWEEN 1/6 DOUBLE PLATE 5GREWED ON BOTH 51DE OF MEMBER a 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE, 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL p FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CE I L I NO BRAG 1 NO STRINGER TO SERVE AS FIRESTOPPIN6. CANTILEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-FIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND GOMBU5TIBLE: FLOOR # CONNECTION PATTERN 'B'WHEN IO' OR LAReER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH t STUD 2.WHEN SCREWING OR NAILING FROM BOTH 51DE5 OF MEMBER- FOUR-PIEGE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER HELD IN PLACE: BY METAL LATH OR WIRE FABRIC. SUCH GABLE END P GIRDERS ARE TO BE SECURELY ANCHORED TO I FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR SOLE PLATE LATE CONTINUOUS ,�55 MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING LATERAL BRACE ® 6'O.G. BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE 4 J015T 2) lod NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AV4AY BY AIR I /� G G LOADED SHRINKAGE CRACKS OF THE INTERIOR FNTS MOVINO- INISH. PLASTER G AND OUT E LN6 ON AL N I L I NL/ P TTERNS OR SIDE D !�O D D B M (I�i . FLUSHB �tMS) PLATFORM FRAME CONSTRUCTION ON NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE 10)8d -LOCATIONS REQUIRUNG FIRE STOPPING- AS FIRESTOPPING. 00 NAILS FIRE- FIRm- WOOD FIRE5TOPPING FIRESTOPPINS ■ STOPPING STOPPING FIRE- FIRE- SOLE FA5TENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING MULTIPLE-PIEGE MEMBERS JOIST * 5d COOLER NAILS m 10" O.C. NAILED' -IF BOLTED' F___'BLOCKIN5 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 5 ROWS 16d 2 ROw515' 2 ROWS X�' 2 ROWSXs" ^ , `� VMnG� w/(4) Iod NAILS COMMON COMMON BOLTS a 24' BOLTS BOLTS FIRESTOPPING WHEN •12"O.C. a 12"O.C.' O.G.sT •12"O.G. O b"O.G. COVERING 15 APPLIED e- STUD GYPSUM BOARD 20 ga.STRAP TWO ROWS 12"O.G. THREE ROWS 12"O.G. ,a..' TO UNDERSI�15T5 r/� LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 < `n OF DOUBLE PLATE * (10) bd NAIL ° ° ° ° ° ° 5d COOLER NAILS® 10"O.C. BEAM SELECTION w/ STD. NAILING JOIST SHALL BE LOCATED DIRECTLY * ° ° ° ° ° ° ° ° LOCATION NOTE: ENDWALL STUDS AS NOTED IN NOTES -i $ 8 s ALTERNATE cL (D OVER STUDS UNLESS TOP PLATE IS DENOTES ALT.FOR USE OF DRYWALL SCREWS �� FIRESTOPPING OF GIRDER NONCOMBUSTIBLE 4' a EDGE/12 o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDOE5 WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD SCREWS#6 - V4"TYPE W ORS ES FIRESTOPPING LOCATION 5 LOCATION b 2.BOLT HOLM ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. , FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL ;:•, INTERIOR STUD DETAIL THICKNE55 OF THE MEMBER.USE WASHE NU RS UNDER HEAD AND T. O o 0 0 0 0 0 0 0 0 OVERLAID ROOF 5.STA66ER EACH ROW OF FASTENERS BY 12'. O O O O O O O O O 2"SPACE NOT ATTACHMENT Q VALLEY 4•FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING u \ APPROX.1 INCH THICK BOTH SIDE OF THE MEMBER b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION -I � STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: FIRESTOPPIN6 STRAPPING w/ LOCATION 4l 4 bd NAILS �'2 ROWS OF Ibd COMMON NAILS(12'O.GJ FOR DEPTHS I2'OR LESS LOCATION b ® EA. END a R.R. b.5 ROW5 OF Ibd COMMON NAILS(12'0.0)FOR DEPTHS OF 14",Ib't 16'. LOCATION 10 FULL WIDTk 2" BLOCKIN6 ZO F- 0 GONSTRUGTI ON DETAILS Jill ND LOAD f'ATH GONNEGTI ON DETAILS TOP PLATE DRILL 2"1P INTO Poor- INTERSECTION DETAIL xI5T. OR NEw DEC<FOR STRAPPING INSTL. NOT TO SCALE NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 loci NTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s o ALIGN NEW $ EX. R.R. AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JO I5 WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANOE HEADER GENERAL REQU I REMENT5 FOR GENERAL REGU I REMENT5 FOR Z W INSTALLATION OF CLINCHED NA I L5 INSTALLATION OF TOE-NAILS GIRDER/HEADS WOOD GIRDER JACK STUDS j MAIN MEMBER WOOD JOIST 2 JOIST FRAMING OVER WOOD OI RDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF PROJECT: v1AM.x s APPROX. 50° w/THE MAIN MEMBER $ STARTED APPROX. X3 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, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN LOT MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID 5PLITTIN6, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING J015T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT 2375 LAUREL AVENUE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, N.Y. 11971 C.-HIM. CHASE SECUR I NO © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKWG DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUD5 TO ATTIC FLOOR $ BLK'6 TO R/L SIDES w/5TRAPPIN6 TO R/L 51DES) O to PAGE: TOP PLATE ® O N WIND RESISTANT GONSTRUC.,T I ON CONNECTORS CHIM.CHASE WALL Z b 0 CONNECTION LOCATION: PART NUMBER: NOTES: G-0 o Q RI DOE-TO-RAFTERS C520 © 21 " APPLY TO EACH PAIR OF RAFTERS lu a o Q ® RAFTER-TO-WALL H"7 APPLY TO EACH RAFTER DATE: ,L Z . 01/19/24 w 4 OF 19 Roo> o o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER X-1z REG'D BLOCKING p O _ _ �� TO ALIGN w/STRAPPING Q�w DL PLATE TO WALL STUD CC 18 APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE w N THE FIRST FL. ® z w K 2ND. FLOOR WALL-70-I5T. FLOOR WALL LFTA or 0520 ® 56" APPLY TO EAc'�H WALL STUD FLOOR/GL6. ® O HEADER-TO-JACK STUD G520 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END N> �' �� �- \ IST. FLOOR-UNDER-SILLWRAP UNDER DOUBLE SILL PLATE ��✓ Q PLATE G520 (USE WITH 5" SUARE WASHERS) �T� a'' .ACC) SIDE VIEW PLAN VIEW USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E I ERANL S I t,-lE3OL <E I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 0 5TL. WHEN APPLICABLE) W J � NEW I-HR FIRE RATIED ® MIN. (2) 2"x4" STRUCTURAL Q M N WOOD FRAME (L.G. STL. P05T FOR 4" WALLS Of 0')WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL NEN .2-HR FIRE P05T FOR 6" WALLS), U.O.N. O WOOD FRAME(LR.G.,5TDL. O WHEN APPLICABLE) 0 C �� z ' d' 0 0 1 FOUNDATION PLAN NOTES 2'-2" 2r'-T" Io'-3" 25'-0" o co Lo N O A5 PER COVENANT5 4 RE5TRICTIONS DATED 5TH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q OF MARCH 2O25: I. ALL UTILITIES, INCLUDING BUT NOT LIMITED TO ELECTRIC, GAS,TELEPHONE, CABLE AND WATER, MUST BE LOCATED UNDERGROUND _ - 2. UNDERGROUND STORAGE TANKS ARE PROHIBITED, EXCEPT TH05E WITH SPILL, OVERFILL AND O CORROSION PROTECTION REGUIREMENT5 IN PLACE • I PROVIDE (2) NEW FURNACES:. O I. UNITS BY "RHEEM" OR APPROVED EQUAL Q I I O 2.PROVIDE 4-TON UNIT FOR 15T 1=LOOR "ZONE 1" d "ZONE I PATIO ABOVE 2";UNIT LOCATED IN BA5EMEN-r I (V Q' �..ds 5.PROVIDE 3-TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 4.VENT THROUGH WALL 5. F.A.I. THROUH WALL S ■ 6.INSTALL AS PER MANU. SPECS. NEW MECH. AREA: L- - - - - - - - - - - - - - - - - - - - - - - - - I W O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'s 2.MAINTAIN 30"x30" CLEARANCE: IN FRONT OF MECHANICAL UNITS AS PER NY5 MG 506.1 5.MAINTAIN ALL APPLICABLE VENTING CLEARANCES . - - - - - - - - - - _ I O REQUIRED PER NY5 MG 504. r I m 4.IF APPLICABLE, DISCONNECT,REROUTE, d RECONNECT 4 I I ry EQUIPMENT TO EXIST. PIPING AS REO.'D. TYPICAL MECHANICAL AREA NOTES: I I I I I BURIED PROPANE LINE L r 1. FR. EC��AL) PROVIGlE I/2" GONG. BD. BY "DUROGK' F-I 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/5"TYPE "X" 6YP. BD. UL U505 (OMIT ON GONG. WALLS) _ i' I �` i; . f3. WHEN NEW, INSTALL FURNAGE/BOILER AS PER MANU. p 5PEC.'s AND AS PER NY5 MECH. AND FUEL 6A5 CODE - - - - - - - ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT K1 -FI J . O <' IT CONFORMS TO NY5 MECH. AND FUEL 6A5 GODS :r ; ,a '; �� ;..' ' ;.'.. ? •; '. �'�•' I 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE FRESH AIR INTAKE FROM EXTERIOR 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I 3 EMERGENCY SHUT OFF SWITCH -T. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH b. LOCATES MECH. EQUIP. TO ALLOW FOR PROPER - CLEARANCES AS PER CODE �n q. PROVIDE 3 FLOOR DRAIN IF REG'D BY EQUIPMENT d Q CONNECT TO SANITARY SYSTEM AS PER NY5 pZ I F - - 7 PLUM5IN6COVE �>r - - - - - - - - - - , 1- 7 F -1 10.APPLIANCES JOINED THROUGH A COMMON NATURAL DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL ' ': .' I mEl SECTIONS OF 2020 NY5 RC, &2421. - - - - - - - °� L t -J I i L I J UNDER-FLOOR AREA VENTS 3 I L - - J UNDER-FLOOR O NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER ( VENTILATION I 6 2020 IRG R405; INSTALL AS PER MANU. SPEC'5 WITHIN I BASEMENT FLOOR I SEE SITE PLAN V-O" OF BUILDING CORNERS I UNCONDITIONED; UNFINISHED SPACE I ( AREA 2234 S.F. I I FOR PROPANE FREEZE PROOF HOSE BIB: `: O4 FASTENED w/ MASONRY ANCHOR'S (PRECISE I TANK LOCATION � REQ. S.F. PROV. 4 REa'D 14.a S.F. o.o S.F. q LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) q'-O" WALL VENT ELECTRICAL PANEL: I HGHT. O5 NEW 200 AMP ELECTRICAL PANEL LOCATION; AL INSTALLATION AS PER NY5 ELECTRICAL CODE. I I I K • L BURIED PROPANE TANK: I I F 7 O6 I. PROVIDE NEW 1000 GALLON BURIED PROPANE TANK I I I I I I I 2.INSTALL AS PER MAU. 5PEG.'S 3.INSTALL MIN. 10'-0" FROM DWELLING,SANITARY 4 STORM L J L -I- -J WATER STRUCTURES, 6 BURIED UTILITY LINES;REFER TO 51TE PLAN FOR INSTALLATION LOCATION. OWATER HEATER I �_�_. _-.-J .__-. _....._____.. I- -I- � NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. PROPANE WATER HEATER(OR APPROVED EQUAL). 1. VENT THROUGH WALL. 2.F.A.I. THROUGH WALL. L J I L J r- - - - - - - - - - - - - - - - - - - - - " w 3.INSTALL PER MANU. SPEC.'S - I I I I ( I! I I O DOOR NOTE: I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT _ U - 8 2.INSTALL NEW EXTERIOR ' (O REQUAL). i i I I O - - - - - - -I- - - - - - - - +• I w ` ON PLANS BY 'JELD-WEN' (OR 5 WHEN GALLED OUT I ,, ON PLANS BY 'THERMATRU', 'ANIDERSEN' (OR EQUAL). L J 3 PROPOSED;SEE NOTE DOES NOT DE I NATIONS $ DOOR SCHEDULE. 4CATE EACH NEW DOOR '-O" A-401 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 4 I I I I Q WALLS,U.O.N. I I 001 NEW UP (IERI ® I I I p 5. INSTALL AS PER MANU SPEG.'s 6.PROVIDE (2) 2"xl0" HDR., U.O.N.. ( 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING ',•' `{' PROJECT: ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. A-401 P OJ EC : wlNDowNOTE: I o02 L J - - - - - - - - - - - - �- Oq I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN I I I I I LAU R E L AV E IV U E CASEMENT, DOUBLE-HUNG, OR SLIDING (AS NOTED). INSTALL AS PER MANU. SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - - - - - _ - _ _ _ -I ' r I I LOT 1 SEE DE516NATION5 d WINDOW SCHEDULE. 3 O b I 5 3.FOR SUBSTITUTIONS, SEE NOTE #q IN &LASS WINDOWS AND DOORS" ON PAGE 6-002,• 7. 4.ALL CASEMENT WINDOWS To HAVE 5T'RAI6HT ARM HINGE. L 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: b.l. FOR ALL SKYLIGHTS a OPERABLE PANELS OF I I 6ARA6E SLAB I `fl 2375 LAUREL AVENUE 5WIN61N6, SLIDING, $ BIFOLD DOORS I I I I I I I I I I SOUTHOLD, N.Y. 11971 6.2. WITHIN IS" OF F.F. i 6.5. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING - - - - I I ( I I - 6.5. WITHIN TUB/SHOWER ENc:LO5URE5 DRAWING TITLE: 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 - PORGH ABOVE I I VENT T. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND ' I I PROPOSED FOUNDATION PLAN WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM I I I "I cV F.A.I. in (2) 2 xIO HEADER U.O.N. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS '. LESS THAN 24" ABOVE F.F., TWAT ARE MORE THAN'12" - - - - - - - - - - - - - - - - - ABOVE &RAVE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. EGRE55NOTE: - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - IN COMPLIANCE WITH NEW PORK STATE BUILDING I I I I PAGE: CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: UNDER-FLOOR SEPTIC CONNECTION Q VENTILATION I L_ - - __ - - - - - - - - - - - - - - - - - - - - NET CLEAR OPENINO........... 5.-I S.F. I a In 0 0 NET CLEAR HEIGHT............... 24" MINIMUM 0 FLOOR Ibq S.F. NET CLEAR WIDTH................. 20" MINIMUM AREA + r CVQ' % REG. S.F. ROV. - - - - - - - - - - - - - - - - - - - - - - - - - - -- VENT p o. S.F. DATE: 01 19 24 WATER SERVICE LINE BURIED / / 5 OF 19 ELECTRIC, LINE O_ Q I O'-V. FROPOSEI� FOUNDAT I N PLAN Al SCALE: 1/4" = P-O„ NA F OF N SEE FADE A- 104 FOR N NDOA SENERAL S"',rtv15OL E*%llr : _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. 5TL. 0.. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 0 STL. WHEN APPLICABLE) W J m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALLS Q Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED CD WOOD FRAME (L.G. 5TL. Ct 04 }; O WHEN APPLICABLE) 2-�_7 O C_ LO Z d U CV O o - - - - - - - - - - - - - - - - --� o O O m .� C-00 FLOOR PLAN NOTES I I NO O DOOR NOTE: A/C CONDENSERS: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE (1) NEW 4-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR I I NATURAL LIGHT 4 VENTILATION 3.NOTE DOES NOT INDICATE EA014 NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. (HABITABLE SPACE) PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL &ROUND 4 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING m I 0 WALLS, U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF I N Q i FLOOR AREA 251 S.F. 5. INSTALL AS PER MANU 5PEC.'s CONDENSER. 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS S.F. REG. S.F. PROV. 6 1. SEE PACE -003 FOR ALL OTI4ER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS 26 5 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. I I LIGHTING;MIN. 8% 3'-8 2" 3'-6" 3'-6" 3'-8y2" OF FLOOR AREA 18.5 S.F. 62.5 S.F. O STAIR 4 RAILING NOTE: 2 PROVIDE (2) NEW FURNACES: VENTILATION;MIN.I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 4 MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL G G 4% OF FLOOR AREA 9.2 S.F. 14.0 S.F. Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE I" 4 "ZONE 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT m NOT EXCEED THE SMALLEST E'lY MORE THAN ". 3. PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 1C76 ' 3. HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST 6-b". ATTIC I 4 10'-101, " 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL , 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 5. F.A.I. THROUH WALL �i ® tt1 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. m (L -4, I6'-5" ?'_O.. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. S. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN „ „ NA URAL LIGHT $ VENTILATION 6" ONE SIDE OF EACH FLIGHT OF: STAIRS CONTAINING FOUR 13 NEW 4 x3 ALUM. DOWNSPOUT (TYP.) WHITE LIVING ROOM 3'-b" 4'-5" 3'-6" 3'-6" ♦ , OR MORE RISERS, AND WHERE SHOWN ON PLANS. (HABITABLE SPAGC,E556.4 S.F.) GGT b. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED r NEW LAUNDRY GLOSET/ROOM: FLOOR AREA C S.F. WALKING SURFACES LOCATED MORE THAN 50" ABOVE O F FINISHED FLOOR OR GRADE, tb WHERE SHOWN ON PLANS. 14 I. NEW WASH /DRY HOOK UP _ 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s O MVP♦� 1. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO S.F. REG. S.F. PROV. c w/51ZE OF EQUIP. 6 4 113 ALLOW PASSAGE OF A 4' _SPHERE;36 HIGH 3.PROVIDE HOOK UPS A5 REG'S PER MANU. HANDRAIL 4 SPINDLE 5PAGINC NOT TO ALLOW L161-I IN6;MIN. 8% 4 PASSAGE OF A 4" 0 SPHERE. OF F OOR AREA 0.0 S.F. 0.0 S.F. o m iV 8. 6RIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: NATURAL LIGHT $ VENTILATION DW m 9. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR VENT CATION;MIN. 0.0 S.F. 0.0 S.F. (HABITABLE SPACE) 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 4% OF FLOOR AREA I ® I I OPENINGS &' WOOD TREADS, RISERS 4 TOf'RAIL; METAL 3. DUCT SIZE AS PER MANU. 12-2 I6 FLOOR AREA 1107 S.F. GT ® SPINDLES 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER S.F. REG. S.F. PROV. / I I f I ,-(�q Y ' ' 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHINri CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO p ,� VENT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM z ® LIGHTING;MIN. 5,% KITCHEN L - � Q �B WOOD TREADS, RISERS 4 TOPRAIL 4 51-INDLES SHALL BE LIMITED TO SINGLE LENOTH5, NOT TO Q B B '� '�` B OF FLOOR ARE' 88.6 S.F. 384.o S.F. 210 S.F. I Ln BEDROOM 2 EXCEED 8 FEET AND SHALL BE LISTED AND LABELED w r VENTILATION;MI IN ACCORDANCE WITH UL 2155A. z c+� [4% OF FLOOR AREA 44.3 S.F. 84.0 S.F. I xxx S.F. - Wi SMOKE DETECTOR / CO DETECTOR NOTES: 4'-0" BEDROOM 2 6.EXHAUST DUCTS SHALL BE MIN O.OI6' THK RIGID O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT = II-9" I O ATHROOM 2 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 231.8 S.F. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ' I 60 S.F. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES QQ SHALL NOT BE REQUIRED WHERE EXI5TIN5 ALARMS SCREWS I I X O O 0 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER Q ARE NOT INTERCONNECTED, AS PER NY5 R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE B BEDROOM I I I O 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 Ib5b S.F. PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 45" BEND AND 5 FEET FOR EACH a0" r \ 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - - - - ( 112 O HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS N NOT INCLUDE THE TRANSITION DUCT. Ilp 1 6" • 4 OPENINGS TO BATHROOMS wi SHOWER OR TUB. O 10'-5y2 5. INSTALL ALL AS PER MANU. SPEC.'s - b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ' O N IN COMPLIANCE WITH LOCAL CODE THERMOSTAT: 4 1 I - I III 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: WINDOW NOTE: - ZONE 1: FIRST FLOOR O I. ALL NEW WINDOWS 4 DOORS 514ALL BE ANDERSEN - ZONE 2: SECOND FLOOR CASEMENT, DOUBLE-HUNG, OR ELIDING (AS NOTED). 2. H.O. TO SELECT MODEL; INSTALL AS PER WALK-IN INSTALL AS PER MANU. SPEC.'S MANUF. SPECS cV THROD IGL05ET ° 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 8 25.4 S.F. 60 S.F. _ SEE DESIGNATIONS 4 WINDOW 50HEDULE. dJ in 3.FOR SUBSTITUTIONS, 5EE NOTE :09 IN "GLASS WINDOWS 16 NEW GAS FIREPLACE INSERT. CONNECT AS PER DINING ROOM........... -- - - - 15 109 6 I � 7'-0" AND DOORS" ON PAGE 6-002. O MANUFACTURER'S SPECIFICATIONS AND NY5 STATE ----------- 01._611 316 3 S.F. " u _ 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY .I` b-II 7-8 i�--3-I� �Pf" L- _ - - VENT 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: 2 107 iV r, 6.1. FOR ALL SKYLI&HT5 4 OPERABLE PANELS OF - VENT SWINGING, SLIDING, 4 BIFOLD DOORS ELECTRICAL METER: WALK-IN 1O3 0 x ry SHELVES 6.2. WITHIN 18 OF F.F. 17 INSTALL NEW ELEC. METER AS PER NYS MECH. CODE, 4 CLOSET O NEW DIN - , � _ (Ib) RI ® r PANTRY ,' :.:,• N 6.3. WITHIN 24" OF A DOOR UTILITY CO. STANDARDS 39 S.F. - - - 6.4. WITHIN STAIRWAYS WITTHIN 36" OF A LANDING 3 / t 7.5 B 115 S.F. . ; 13'-2" i w 6.5. WITHIN TUB/SHOWER ENCLOSURES in * ° . �t 2 6.b. SEE ALSO GENERAL NOTES ON PAGE G-002 IRRIGATION, LANDSCAPING AND FERTILIZER \' 14 ,. 4 20'-0" o 1. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND . _ U WINDOWS (TYP. FOR ALL) U.O.N,:PROVIDE AT A MINIMUM RESTRICTIONS AS PER GOVENANT5 4 RESTRICTIONS I NEW UP in N 3'-6" _ DATED ETH MARCH 2O25: = - Ob) RI ® ' z MUDROOM = - - - - - - - - - - - - - - (2) 2"xl0" HE U.O.N. N p „ I ='r 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER r` I ' GL 102 FOYER t 7.5 ! F 85.4 5!-. -„Ik NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEI&HT5 I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT ;fl L,104 3'-I" LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" OVER-WATERING ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR BUILDING EXTERIOR. PESTICIDES 15 PROHIBITED 108 w EGRESS NOTE: 3. THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS ARE E COMPLIANCE WITH NEW PORK ESTATE BUILDING REQUIRED IN LANDSCAPING b'-O' 105 p 4.THE USE OF FERTILIZER PRODUCTS CONTAINING _ 2 � CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF NITROGEN, PHOSPHORUS OR POTASSIUM IS PROHIBITED - (V z v 14'-3" I I 114 E&RE55 SHALL BE FOLLOWED: BETWEEN NOVEMBER I AND APRIL 1 O w I PROJECT: NET CLEAR OPENIN&........... 5.7 S.F. 5. ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE `s tQ IOI NITROGEN IS NO MORE THAN 20% OF THE TOTAL I NET CLEAR HEIGHT............... 24" MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS - - - - - - - - - J LAU E L AV E U E NET CLEAR WIDTH................. 20 M1141MUM 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE � 9 � � L - - - - - - - FEET IN ANY ONE APPLICATION, WITH A GUMULATIV dJ PROVIDE ; £ a LOT TYPICAL BATHROOM NOTE: = / O _ 2 GAR ARAGE APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 /�v 2'X6 i 560 S.F. O I. WALL BOARD SQUARE FEET PER YEAR 15 PERMITTED 5 WALL FOR 2-6 -->k- -� 2 3-1 I'1 '` s I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN -1. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS t 12-7 _ - PLUMBING - DEN ALL BATHROOMS 15 PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A II BATHROOM I _, III III ib2.l S.F. m I 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 501L TEST SHOWS THAT THE LAWN DOES NOT HAVE TUB SURROUNDS ENOUGH PHOSPHORUS VEN - - G d I C 2. SHOWER FLOORS 8.ANY FERTILIZER THAT IS SPILLED ON IMPERVIOUS - - _ _ _ _ _ _ _ _ _ _ _ _ 2375 LAUREL AVENUE 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP ~'>I '', = p° F 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT " `�, D 2.3. HATER O PROS IIN) UPRANE TO COVER SHOWER � OC� A B � I 8 � I I SOUTHOLD, N.Y. 11971 FLOOR, WRAP DRAIN 4 ATLEA5T IS" UP WALLS p 5'-qY2" 5'-�2" _ _ - G �" G �" o DRAWING TITLE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: O VENTILATION IS NOT MET BY MEANS OF NATURAL 90% OF THE PERMANENTLY INSTALLED NEW LIGHTING m q p m I I 115 CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, ❑ PROPOSED FIRST FLOOR PLAN OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION AS PER 2020 NYS EGG R404.1 405.5.2.5; INSTALL AS PER MANU. SPECS NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: G D C D D G O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING - - - - - - - - J SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG 4 NEW FLOOR: R403.4 4 R403.5: _ PAGE: O I. NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); t:: SCREW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. ® I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING INTERIOR. FLUIDS >105°F OR <55"F (R403.4) (V 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER Q YH H H 3. PIPING SERVING MORE THAN (1) DWELLING UNIT A-102m00 NEW TILE FLOOR: 4. PIPING LOCATED OUT5IDE CONDITIONED SPACE 5'-8" b'-3" 6'-3" 5'-8" O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON MANIFOLD 2 .. 10" 6. PIPING LOCATED UNDER A FLOOR SLAB 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON 7. BURIED PIPING ° DATE: 01/19/24 6 OF 19 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS to 5GREW PERIMETER OF 5HEATHINC 6" O.G. 4 12" O.G.® OTHER THAN DEMAND RECIRCULATION SYSTEMS. Q INTERIOR. 10 NEW ATTIC AGGE55 - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: I. MIN. 350 # CAPACITY FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") PROVIDE A SOUND TRANSMISSION CLA55 (5TG) FOR 3. DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN T5'-0" Rr �� "» C,/ ACCORDANCE WITH ASTM E QO. ��_7 4.WEATHERSTRIP AGGE55 OPENIi'16 4 PROVIDE R- �' `- � INSULATION ABOVE w/PC. UL IO E R BAFFLE OR S a� � RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOE'S NOT PENETRATE G7 G I PLAN ,> -•,. t -A THERMAL ENVELOPE OF BUILDING). PROPOSED FIRST FLOOR PJ. A `4 C K� ,' '.`: ;`�``!�i 5. INSTALL AS PER MANU. 5PEC.'s ' �_ 'I � • 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. „ o , J 2,502 S.F. HAE31TAE3LE S9��4GE; 5,04�1 S.F. GROSS AREA SCALE: I/4 I -o �� r= �OF N�` � SEE FA5E A- 104 FOR K NDON DOOR SCHEI�)UL �! EI ERAL 5"*r IE3OL <E"%'r EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. EX15TINO TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w 5TL. WHEN APPLICABLE) W NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. 5TL. ® POST FOR 4" WALLSLo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q N (2� O P05T FOR b" WALLS), U.O.N. 0 NEW 2-HR FIRE RATED WOOD FRAME (L.5. 5TL. WHEN APPLICABLE) 0 LTo_ Z 4 C 0 U N FLOOR PLAN NOTES 0 m Lo Lo DOOR NOTE: A CONDENSERS: Q O O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 11 G I. PROVIDE (1) NEW 4-TON A/G CONDENSER BY "RHEEM" O ON PLANS BY JELD-WEN (OR EOL AL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'THERMATRU', -ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING WALL5, U.O.N. SUFFICIENT TO ACCOMMODATE OR055 WEIGHT OF 5. INSTALL AS PER MANU 5PEG.'s CONDENSER. b.PROVIDE (2) 2"xlO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS T. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOW5/DOORS ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. ■ OSTAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: "� v 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" 12 1. UNITS BY "RHEEM" OR APPROVED EQUAL Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE I" 4 "ZONE 2. CREATE5T RISER HE16HT IN A FLIGHT OF 5TAIR5 SHALL 211;UNIT LOCATED IN BASEMENT i m NOT EXCEED THE SMALLEST BY MORE THAN 911• 3. PROVIDE 5 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST 6'-6'. ATTIC uj 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS; 4.VENT THROUGH WALL 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 5. F.A.I. THROUH WALL ■ 4.2. BELOW HANDRAIL, RAIL 014 ONE SIDE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. NATURAL LIGHT $ VENTILATION 4.5. BELOW HANDRAIL, RAIL5 ON BOTH SIDES: 21" MIN. NATURAL LIGHT $ 'VENTILATION 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN 13 NEW 4"x5" ALUM. DOWNSPOUT (TYP.) WHITE 21'-T" (HABITABLE SPACE) ONE SIDE OF EACH FLIGHT OF STAIRS GONTAININ6 FOUR (HABITABLE SPACE U OR MORE RISERS,AND WHERE SHOWN O PLANS. FLOOR AREA 223 S.F. b. GUARDRAILS SHALL BE PROVIDED FOR OPEN"SIDED NEW LAUNDRY CLOSET/ROOM: FLOOR AREA 550 S.F. m WALKING SURFACES LOCATED MORE THAN 30' ABOVE 14 I. NEW WASH /DRY HOOK UPFINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. O j 4 S.F. REC2. SPROV. "1. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s ❑ El S.F. REO. S.F. PROV. - r0tj 10 w/SIZE OF EQUIP. NATURAL LIGHT VENTILATION LI&HTIN6;MIN. 5% I.F. S.F. S.F..F. S.F. n♦ ALLOW PASSAGE OF A 4 SPHERE;36" HIGH 3.PROVIDE HOOK UPS AS REC�'S PER MANU. �t LIGHTING;MIN. 8% OP FLOOR AREA V J HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW (HABITABLE SPACE) I 26.0 S.F. 66.4 S.F. PA55A&E OF A 4" 4) SPHERE. - - - - . - - - - - - . - . - - - . - _ - _ - - - OF FLOOR AREA 6. CRIPPABLE RAIL A5 PER GODS. DRYER EXHAUST NOTE: Q'-10" VENTILATION;MIN. Q. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR FLOOR AREA 1'15 S.F. 14.0 S.F. 23.0 S.F. 45G OF FLOOR AREA I VENTILATION;MIN. S.Q S.F. 23.0 S.F. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 4A5 OF FLOOR AREA CL OPENINGS S.F. REO. S.F. PROV. B B WOOD TREADS, R15ERS 4 TOPR.AIL; METAL 3.DUCT 51ZE AS PER MANU. 2A 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER LICHTIN6;MIN. 5% 14.0 S.F. 41.0 S.F. SPINDLES 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN OF FLOOR AREA p - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO VENTILATION;MIN. N O III m CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 'i.0 S.F. 36.-1 S.F. WOOD TREADS, RISERS TOPR:AIL & SPINDLES SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 49b OF FLOOR AREA EXCEED 5 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. I OJ I III UNFINJ SMOKE DETECTOR / GO DETECTOR NOTES: 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID _ _ _J ►zu INHAB. O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS - - - > SPACE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST n' � HARD WIRED TO EACH OTHER w/:BATTERY BACKUP. �t 4- 43.6 S.F. r DUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL 12'-2" 10'-3" 2.INTER BETWEEN NEW 4 EXISTING DEVICES SCREWS 4'-8y2" 3'-6" ( 3'-6" 4'-8y2" SHALL NOT BE REQUIRED WHERE EXISTING ALARMS -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER ARE NOT INTERCONNECTED, AS PER NY5 R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE -� GL 3.PROVIDE SMOKE/GO DETECTOR5 AS INDICATED, AND H H B B MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 H I PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH QO° 204 4.SMOKE SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES =. " HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. VAG 4 OPENINGS TO BATHROOMS w/ 5HOWER OR TUB. _ 14'-2" 22'-0" 4" ® "1'-O" i _, 5. INSTALL ALL AS PER MANU. 5PEG.'s ti - I`D 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR cV Q tu 0 THERMOSTAT: t(� I IN COMPLIANCE WITH LOCAL GODIE 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: WINDOW NOTE: - ZONE I: FIRST FLOOR ;v Y in BATHROOM 4 O4 I. ALL NEW WINDOWS 4 DOOR5 SHALL BE ANDERSEN - ZONE 2: SECOND FLOOR A oO 53 S.F. 5 ry CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED). 2• H.O. TO SELECT MODEL; INSTALL AS PER (� 206 BEDROOM 4 INSTALL AS PER MANU. SPEC.'S. MANUF. SPECS 2.NOTE DOES NOT INDICATE EACH NIEW WINDOW PROPOSED; _ / I 233.3 S.F. SEE DESIGNATIONS 4 WINDOW SCHEDULE. (V BEDROOM 5 8}' 3.FOR SUBSTITUTIONS, SEE NOTE #Q IN "GLASS WINDOWS 16 NEW 6A5 FIREPLACE INSERT. CONNECT AS PER - (?5.3 S.F. I �VA� 205 AND DOORS" ON PAGE 0-002. O MANUFACTURER'S SPECIFICATIONS AND NY5 STATE FAMILY ROOM -7 207 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY = \ 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING, I 35o S.F. 12 b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIOHT5 4 OPERABLE PANELS OF I `r 10 SWIN61N6, 5LIDIN6, 4 BIFOLD DOORS ELECTRICAL METER: 15 - -1 6.2. WITHIN W' OF F.F. O I 17 INSTALL NEW ELEC. METER AS PER NY5 MECH. GORE, 4 2'-0" 6.5. WITHIN 24" OF A DOOR = _UTILITY GO. STANDARDS ; m 3 A K-I 1 5 Z 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES tOV _.._._ _.. ....... _._.......__..__ O = 2oQ G OSET � w 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 - . 4 ,�, "1. SEE PACE 0-005 FOR FRAMING ELEMENTS AROUND IRRIGATION, LAND50APINO AND FERTILIZER - . - WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS RESTRICTIONS ?;; ! Ov (2) 2"xlo" HEADER U.O.N. DATED 5TH MARCH 2O25: - 202 201 5.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER O 0 w PROVIDE I NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT 6'_p' ,F �p LAUNDRY LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -f2' OVER-WATERING 2" W. 3. „ :• >.'''..' ' ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR WALL FOR NEW ON ROOM BUILDING EXTERIOR. PESTICIDES I5 PROHIBITED PLUMBING ATHROOM 3 5 TR (Ib) RI ® 123.1 S.F. q, 83.9 S.F. �^^ t 1.5" Iw- EGRESS NOTE: 3.THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE � I � REQUIRED IN LANDSCAPING 205 O I 0 IN COMPLIANCE WITH NEW YORK STATE BUILDING , 4.THE USE OF FERTILIZER PRODUCTS CONTAINING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF NITR06EN, PHOSPHORUS OR POTA551LJM 15 PROHIBITED B I 2 EGRESS SHALL BE FOLLOWED: BETWEEN NOVEMBER I AND APRIL I _ I PROJECT: 5. ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE - i 1 14 WALK-IN - NET CLEAR OPENINO........... 5.'1 S.F. i GL SET u� A-4ol _ ; „ NITROGEN IS NO MORE THAN 205K OF THE TOTAL 0 NET CLEAR HE16HT............... 24 MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS = VENT I I LAU R E L AV E IV U E NET CLEAR WIDTH................. 20" MINIMUM 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE FEET IN ANY ONE APPLICATION, WITH A CUMULATIV (V PROVIDE 2"X6" LOl' 1 TYPICAL BATHROOM NOTE: APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 5'-O" WALL FOR O I. WALL BOARD SQUARE FEET PER YEAR I5 PERMITTED OPEN TO BELOW PLUMBING DRYER TO VENT I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN 1. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS 10'-3" THROU6H ROOF ALL BATHROOMS IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A 10-8 210 I '. Be 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND SOIL TEST SHOW5 THAT THE LAWN DOES NOT HAVE TUB SURROUNDS ENOUGH PHOSPHORUS I 2. SHOWER FLOORS 5.ANY FERTILIZER THAT IS SPILLED ON IMPERVIOUS 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP (L G G I 2375 LAUREL AVENUE 2.2. CONCRETE MUD-SET (SLOPE: 1/6" PER FOOT ' TOWARDS DRAIN) UPON m ;.: m I UNFINISHED/UNCONDITIQNED I •SOUTHOLD N.Y. 11971 2.5. WATER PROOF MEMBRANE TO COVER SHOWER W. .�:tti�.-� �-_- N 10 3 N SPACE 1 FLOOR, WRAP DRAIN 4 ATL.EA5T 15" UP WALLS i- UNFINISHED/UNCONDITIONED - N O� I 180.4 S.F. SPACE Li �. €I m � •a DRAWING TITLE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: OVENTILATION 15 NOT MET BY MEANS OF NATURAL 410% OF THE PERMANENTLY INSTALLED NEW LICHTIN6 O- GIRGULATION THROUGH WINDOWS OI<: DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, I c ( PROPOSED SECOND FLOOR PLAN OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION AS PER 2020 NYS EGG R404.1 403.3.2.5. INSTALL AS PER MANU. SPECS ;;: a.> ;.; •., it NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: Le F O ALL NEW PLUMBIN6 FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING I I ' SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. R�FOR THE FOL OWING CONDITIONS PER 2020 NY5 EGG ALL BE INSULATED TO AN R-VALUE OF NOT LF-55 THAN 14'-O" 24'-2 3'-1" b'-O" NEW FLOOR: R403.4 4 R403.5: - Y' O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW); I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING ,v° 4 D m I I I PAGE: SCREW PERIMETER OF SHEATHING b' O.G. # 12 O.G. ® FLUIDS >105°F OR <55°F (R403.4) INTERIOR. :e I 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETERA i i I I I « 3. PIPING 5ERVIN6 MORE THAN (1) DWELLING UNIT s NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE Jmoo O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON MANIFOLD 6-II I 4 j 5.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON �, BUR EDPIPING LOCATED UNDER A FLOOR SLAB IS'-O" 23'-10" 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS DATE: 01/19/24 7 OF 19 5CREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. m , : "'_" _ ._ •• _ ; INTERIOR. N Q 7777;4 B B to NEW ATTIC ACCESS - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: I. MIN. 550 # CAPACITY FILL INTERIOR WALL5 4 FLOOR WITH INSULATION TO GL 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30",1 PROVIDE A BOUND TRANSM155ION CLASS (5TG) FOR 3. DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4Q ACCORDANCE WITH A5TM E QO. INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR 0 RETAINER TO PREVENT INSULATION FROM ENTERING cl- w DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE sj, k C✓� R�\ � THERMAL ENVELOPE OF BUILDING). PROPOSED SECOND FLOOR FLAN 5. INSTALL AS PER MANU. SPEG.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 1,�,58 S.F. H51T5LE Sfi� G 1,65a S.F. Si�OSSR SCALE: 114" = 1'-O" OF SEA- fi AOE A- 104 FOR NINDO0 1� DOOR 5C_,,HF_DUL .\\ .moo\ \� .� •:\ `\ \\ \v\\` > \. \ \\\ .......... DOOR \\o. : FIRE TAG DESCRIPTION MANJFAGTURER ` "`�° \ \\' RATING NOTES WIDTH HEIGHT Q :.. 45 MIN. RATED 0 \'. \ \ \:\ \� SELF-CLOSING \ \ . \ \. .,,\ \ \..\�. .. .. \\\\\\ \\\ '\o .. a \� \ a,\ \ \....\\ \\ \\ \. . \> \ \. \\\\ \\ ": , > \\. \ \. \ .\.. �\\\\\\\\.. �\ \\�..�.\,\\\..\ \\.. \\o.a�...,.��:,':.:\:.•.\.\�\\\�..\\�\\\\\ \.\. FRONT DOOR WITH --- s \ � \. 51DE LIGHTS AND \ ... Q Lo Lo 101 EXTERIOR DOOR TI-ERMATRU -O" i\O °\ :'> TRANSOMS �- ABOVE O O 102 INTERIOR DOOR O \�\�:\:{ \\\\: O JELD-WEN 2 1'-6" 8'-O" na ; r N O -O 103 INTERIOR DOOR JELD-WEN \\\\ „ : o c 104 INTERIOR DOOR JELD-WEN 2'-4" 8'-O" \\\\ O m O \ \\` O V p ;Mz \\ \, JELD-WEN 2'-4" 8'-O" ws . :\. =:1:. \\\ O O In 105 _JFINTERIOR DOORF °° \' O \:. \ l \\\\ �-.: \ Q 106 SLIDER D00R ANDERSEN 12'-0" !\\\\> �y . \\ 107 BARN DOOR JELD-WEN 2'-8" \ \\ ; \\\a; F_1o95 EXTERIOR [;>OOR THERMATRU 3'-O" 8'-O" IOq INTERIOR DOOR JELD-WEN 2'-4" Zff_ F-110 INTERIOR DOOR JELD-WEN 2'-6" 8'-O" III INTERIOR DOOR JELD-WEN 112 INTERIOR DOOR JELD-WEN 2'-6" 8'-0" a a ; F_113 SLIDER D00R ANDERSEN 8'-O" 8'-O" ?` '\\ \s ; ° a \\ \ ■ 114 GARAGI� THERMATRU 7F q'-O" q'-O" .:.> 115 GARAGE THERMATRU \\ \ : \ \\\.. ....................... ROW .> jC" \.\\ \ \ .\\�..\. 201 INTERIOR DOOR JELD-WEN 2'-6" 8'-O" ralm '°'° ,. :' ift 10010 202 INTERIOR DOOR JELD-WEN 2'-6" 8'-O" \ `"' \ \\.. \\\\\e E 205 INTERIOR DOOR JELD-WEN ko ok 204 SLIDER DOOR ANDERSEN 10'-O" " ngg­ \\\` \. \ .. \�mmo ` '' X� 205 INTERIOR DOOR JELD-WEN 2-6 8-O '\__j fol mi 0 \\ 206 INTERIOR DOOR WEN "JELD- \�\\ 2-6 951.011 20'7 INTERIOR DOOR JELD-WEN :.: \,\\ 208 INTERIOR DOOR JELD-WEN 2'-4" 8'-O" �\O,'M o... .. 20q POCKET Dc JELD-WEN ( NUN AI I 210 HATCH DOOR 2-O 4-O '' \\' yam;: \• ,�» .7. ..........>.\.. .., ,.\\`.,...;... .. .\cam. y: '\\\°. ... \ o• \ \. \\\. �. . ..,.>�`. ..\.. \..��\\\\moo.. \. w, . .. .. .. Al . .;......> mM 001 INTERIOR DOOR THERMATRUM1 002 INTERIOR DOOR THERMATRU 3'-0" 8'-0" \\ \\ \ F003 EXTERIOR L>OOR THERMATRU 3-Ol 8-Ol ���\���.. ���'\�� �:��►\ —IF \.. ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AE PER MANU. SPEC.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER N \.. \..» ...1 NO �\. 00 \ WINDOW DIMENSION CLEAR LIGHT VENT v \ C1s \OPENINc \,; ., OPENING PROV. PROV. TAO TYPE MODEL # o. ", \ TEMP. PER PER .\\•. \\. WIDTH REOD: 20 (t . \ I f WIDTH HEIGHT HeICHT REQ'D:24" UNIT UNIT 4\11\ ..\\ OPEN REO'D: 5.1 S.F. A(5) TRANSOM AR31 MAW 2'-II I'-s" 1.4 2.1 J �P'!15 \p \. W B(13) CASEMENT GXWI5 ;•:' \ ". " 2'-11 " 4'-II 11.5 O: G(I 6) CASEMENT :IF CXWI6 ;:J 4L, \ '^ _� 2'-II 5'-II �" 14.0 14."1 14.0 PROJECT: D(b) CASEMENT GXW13 \\\ \\\ ~ \\ \ 3 2-11 2-11 6.5 6.8 6.5 LAUREL AVENUE E 3 O \\GXWI4 " 2-II 4-O" q.0o CASEMENT LOT 1 F(2) CASEMENT GXWI35 '-G \\ " \` " " \� .. �\.��\ �"" � ,y\.\ 2-I I � 3-4 � '7.5 '1.q "i.5 ON CASEMENT CXWI45 '-0 `\ ""'' :. 2'-II 4'-4 " 10.0 10.5 10.0 �I 2375 LAUREL AVENUE H 3 CASEMENT GXWI55 `-0` " \ \` " "O \\\\ ., � ` \ 5-412.613.177��7 ..... " :\ SOUTHOLD, N.Y. 11971 4'-0" 2'-11 �" I(I) PICTURE P4030 C7. " ' „ 'i"I q.4 12.0 FJ 2 �F PICTURE P6030 \\ " \`' ` ` 5'-I I " 2'-I I " --- 14.6 I'1.q DRAWING O \off G TITLE: ml,\ .. K(U CASEMENT GW14 \ \2'4 \\ ' C \ �:.;.. 2'-4 " 4'-0" 6.5 1.2 6.8 �\\ ,,. ':�\\\� \ .'�. � WINDOW F \\���, \\ ,,\\\, \•,; & DOOR CHARTS PAGE: A—iod+, muu DATE: 01/19/24 8 OF 19 V--14)AP ®. All �QF ���` , W W CL (y) N \ rn O -- 1E CV > O O C T- z 4 co _ r' Ile O U N C -c CD O m CV (L3 i /�O O 4/O LLLIL 1 / O O O Q \ `.d I LL±j Ae -- (� ■_1._ ji LL Liu L±J "i t t \ ®\ /®\ 4 LlLL F.F. F.F. F.F. 1 3 3 2 28 7 8 2 A-401 EAST ELEVATION (FRONT) 50ALE: 1/4" = P-O" ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR b MATERIAL SELECTION BEFORE INSTALLATION IA ASPHALT COMPOSITION 51-IINOLE5 - H z TYPICAL SIDING: w 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM - CONSTRUCTION 5TANDAR05 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION O U BEFORE INSTALLATION ® WHITE CEDAR SHAKE ----y ui 2B STUCCO; PAINTED BLACK 3 NEW CL05ED BLUF-570NE P. GONG. STAIR PATIO PROJECT: q ONEW DRYER VENT: SEE NOTE ® PLAN LAUREL AVENUE NEW BATHROOM EXHAUST I=AN VENT: I LOT I 5A VENT THROUGH WALL AS SHOWN. - SEE ALSO NOTE ® PLAN. - IA NEW BATHROOM EXHAUST FAN VENT: - - 5B LOCATE VENT WITHIN ROOF SOFFIT. - - SEE ALSO NOTE ® PLAN. 2375 LAUREL AVENUE NEW A/G CONDENSER ON CONC. PAD OR OTHER - -- � - SOUTHOLD, N.Y. 11971 O APPROVED GROUND SURFACE (SEE FLOOR _ PLAN NOTES) NEW MECHANICAL UNIT DIRECT VENT: _ _ - _ _ _ _ _ _ _ ___ DRAWING TITLE: O INSTALL MECHANICAL UNIT DIRECT VENT A5 PER MANU. - 5PEG.'S IN FULL CONFORMANCE: w/VENTING PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER NYS MG 804. -- - -- SEE AL50 NOTE ® FLOOR PLANS. ONEW MECHANICAL UNIT FRESH AIR INTAKE: O INSTALL AS PER MANU. SPEC. 5B 58 El EEI E1 [071 � o 4 ONEW 4" SEAMLESS GUTTERS 8 DOWNSPOUTS; \ q ALUMINUM, WHITE \ PAGE: ALL EXTERIOR LIGHTING SHALL COMPLY WITH o o � o EF-1 D o a _AW& 0 :10 TOWN CODE REQUIREMENTS PURSUANT TO SOUTHOLD TOWN CODE CHAPTER 1'12 LIGHTING, �� / OUTDOOR, CURRENTLY OR AS MAY BE E71 FED 11 II I D M FI a OILI A2 0 AMENDED L�---i�l , �G/ � LLLL 0 D iu FEI 0 0 DATE: 01/19/24 9 OF 19 a0 � 0 OODa I I 2 s �ED4,ca' LJ NORTH ELEVATION (R I C HT SIDE) � aF NG 5GALE: 1/4" = 1'-0" Q 0 I IA W -- (y) N � C O O O 'C N }; O 0 c Ln Z N ' O Yj N -- O O m 4- .� O '-' N O Lo c m -- <( � a � 0 / / \ j LL \� / Ll -d L-±/ J 1, iiiiiiiii 11J mill 1 11 11 11 c: F.F. / \ / O El jLLL Lli ILI I o 1 I I . 2 2 3 2 — A-402 NEST ELEVATION (REAR) SCALE: 114" = 1'-0" ELEVATION NOTES I IA OTYPICAL ROOFING: 1. SEE NOTE AT BUILDING 5E07i ION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION BEFORE INSTALLATION IA ASPHALT COMPOSITION 5HINCLES z TYPICAL 51DINO: Lu O I. SEE NOTE AT BUILDING 5EG'7ION FOR MINIMUM CONSTRUCTION STANDARDS O 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION I IA w ® WHITE CEDAR SHAKE u3 t'B 5TUCCO; PAINTED BLACK - — - Q 0 O NEW CLOSED BLUESTONE P. GONG. STAIR 4 PATIO — PROJECT: NEW DRYER VENT: AURELAVENUE O4 SEE NOTE ® PLAN NEW BATHROOM EXHAUST FAN VENT: LOT 1 5A VENT THROUGH WALL AS SHOWN. — SEE AL50 NOTE ® PLAN. O O p -- — NEW BATHROOM EXHAUST FAN VENT: _ — — 5B LOCATE VENT WITHIN ROOF SOFFIT. — SEE ALSO NOTE ® PLAN. 2375 LAUREL AVENUE NEW A/C, CONDENSER ON GONG. PAD OR OTHER SOUTHOLD, N.Y. 11971 O APPROVED GROUND SURFACE (5EE FLOOR PLAN NOTES) Hill 11 11 DRAWING TITLE: NEW MECHANICAL UNIT DIRECT VENT: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. 5PEG.'5 IN FULL CONFORMANCE H/VENTING PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER NYS MG &04. SEE ALSO NOTE ® FLOOR PLA�I5. O8 NEW MECHANICAL UNIT FRESH AIR INTAKE: INSTALL A5 PER MANU. SPEC.'S ONEW 4" SEAMLESS GUTTERS 8 DOWNSPOUTS; PAGE: ALUMINUM, WHITE — O ALL EXTERIOR LIGHTING SHALL COMPLY WITH O TOWN CODE REGUIREMENT5 PURSUANT TO i0 SOUTHOLD TOWN CODE CHAPTER 172 LIGHTINS, 11 11 LI IHI A- OUTDOOR. CURRENTLY OR A5 MAY BE AMENDED I I � F.F. DATE: 01/19/24 10 OF 19 S I 6 3 2 74, SOUTH ELEVATION (LEFT S 1 DE) 41= N 5GALE: 1/4" = 1'-0" BUILDING SECTION NOTE5 ONEW ROOFING NOTE (TY1 I. INSTALL NEW ASPHALT SHINtSLE5. 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER W 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP 5HIN6LE OVER RIDGE # HIPS (AS REOV 6.PROVIDE RIDGE VENT(AS REG'D) Q N 7. FLASH ALL VALLEYS `= Lf) B.INSTALL DRIP EDGE AS REOV PROPOSED RIDGE HEIGHT C O 9. INSTALL ALL AS PER MANU. 5PEC.'s ELEV. +52.I' - v— O O O O2 TYPICAL ROOF 8 CEILING CONSTRUCTION: N O NEW ROOFING AS NOTED O C � Z 4 � : ' 1/2" GDX PLYWD SHEATHING (BLOCKING 0 ALL PLYWD .m r' SEAMS) y, XO U N R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER C 5' INSTALL "X" BRIDGING ® CENTER OF 5PAN, U.O.N) p O m PROVIDE W/-25 SPRAY FOAM INSULATION R-21 BATT O O I I f) PROVIDE 2" THK. SPRAY' FOAM INSULATION a EAVES Q NEW EXTERIOR WALL CONSTRUCTION (TYP.): O "TYVEK" HOUSE WRAP VENTED) (OR EQUAL) UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) UPON 2"xb" STUDS ® 16" O.G. H/ DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R=-I/INCH) W/ R-II BATT INSULATION 5/8" THK. GYPSUM BD. WALL FINISH 6" Al NEW SIDING NOTE (TYP)_ O I. INSTALL NEW SIDING PER H.0 SELECTION m 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION U ■ 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR GONSTfZUGTION: uj O I. FINISH FLOORING TO SELECT �cv 2. 5/4" T86 GDX PLYWD. 5U5FLOOR GLUED 4 SSREWED o o T O 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MIDBPAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 6 FOUNDATION, AND BETWEEN GARAGE $ 2ND FLOOR) r , 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS V PROPOSED RIDGE HEIGHT ELEV. +II.6 W O PROPOSED FIRST FIN. FL. ELEV. +0.5' - ----� BASELINE (AVERAGE GRADE) `�-- ELEV. +0.0' 2 A-401 c� m I II II II II II II I II II II II II ��. II II II II II II I II II II II 2'-0.4 II II II II II II II II II II II Z II II II II II II II II II II II � � � "' 0 U I SCALE: 1/4" = I'-O" d w Vi - - m a 0 n go PROJECT: ° LAUREL AVENUE o LOT I -�ry m � = I 2 T N 2375 LAUREL AVENUE SOUTHOLD, N.Y. 11971 N DRAWING TITLE: - - - BUILDING SECTIONS - - - � I PAGE: A-301m00 5 a` DATE: 01/19/24 11 OF 19 ° 037�;r ,� �VSae SEG710N 2-.m2./A-501 �OF NEB SCALE: 1/4" = 1'-0" BUILDING SEc:TION NOTES NEN ROOFING NOTE (T1'P O I. INSTALL NEW ASPHALT 5HINOLE5. �- 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS w OVER W 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) W 5. GAP SHINGLE OVER RIDGE B HIPS (AS REOV) J (6 6.PROVIDE RIDGE VENT (A5 REO'D) Q Cy N '7. FLASH ALL VALLEYS += Lo 5.INSTALL DRIP EDGE AS REG'D j 0) 9. INSTALL ALL AS PER MANU. SPEG.'s CTr. O O2 TYPICAL ROOF $ CEILING CON5TRUCTION: N O NEW ROOFING A5 NOTED O C Lf') 4 ' 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD a. 'F � Z � 5EAM5) R.R., G.J., b G.T. AS NOTED ON PLANS (® SPANS OVER C, O V N 8' INSTALL "X" BRID61N6 ® CENTER OF SPAN,U.O.N.) O O m ,�• PROVIDE R-28 SPRAY FOAM INSULATION N R-21 BATT INSULATION C Np PROVIDE 2" THK. 5PFZA,( FOAM INSULATION ® EAVES Q a. O NEN EXTERIOR WALL CONSTRUCTION (TYF.): O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) JPON 1/2 GDX PLYWD. 5HEATHIN6 (BLOGKIN6 ® ALL PLYWD SEAMS) UPON 2"xb" STUDS ® 16" O.G. W/DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R=T/INCH) W/ R-II BATT INSULATION 5/8" THK. 6YP5UM BD. YVALL FINISH L. NEW 51DING NOTE (TYP.)_ O I. INSTALL NEW SIDING PER H.0 SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEC.'s 4-1 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL ■ TYPICAL FLOOR CONSTRUCTION: .� 5 I. FIN15H FLOORING TO SELECT 2. 3/4" T46 GDX PLYWD. SUBFLOOR GLUED d SCREWED ■ 5. F.J. A5 NOTED ON PLANTS - AT SPANS OVER 8' INSTALL ■.}. 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 8 FOUNDATION, AND BETWEEN 6ARA&E d 2ND FLOOR) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS 2 V♦ I 2 0 LLLJ �9 �D T- i ry � I i dJ 2 N O O o r- i 3 00 oa z - I 4 � O i o o O d) w H Q 9 5 PROJECT: r' 2 A�1 LAUREL AVENUE _ LOT 1 2375 LAUREL AVENUE SOUTHOLD, N.Y. 11971 DRAWING TITLE: BUILDING SECTIONS SECTION I -I/A-302 SCALE: 114" = P—O" PAGE: 2 ■ 0 DATE: 01/19/24 12 OF 19 JV - ����0F �C-tir•9� C PROVIDE STRAPPING b NAILING AS PER CONNECTIONS 'D' Q 'E' IN "TYPICAL NAILING/5TRAPPIN6 REQUIREMENT5 FOR UPLIFT, Q SHEAR, d LATERAL RESISTANCE" PROVIDE 5" (MIN.) GONG. COVER ON PAGE 6-005 ® EA. JOIST/ OF ALL REBAR WITHIN P. GONG. 0 STUD (AS APPLICABLE) FOUND. WALL5 d P. GONG. FT6'5. W PROVIDE INSULATION W NEW 2"x4" (BELOW STUD) d J (� HEADER AS BETWEEN CAVITIES SECURE HANDRAIL TO WALL ON AT LEAST ONE " SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'s; PER ENERGY TABLE 2 xb (BELOW F.J) P.T. SILL (y) CV PLANS AND NOT PROJECTING MORE THAN 4142" INTO (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON Q :�" LO STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT COPPER TERMITE SHIELD ci C CA PITCHED METAL FLOOR SYSTEM AS NOTED ON PLAN _ JOIST HANGER BY NEW 5/5"(P HOOKED ANCHOR 0 CO �'SIMPSON OR EQUAL ENDNUT 5PAGING6 AS INDICATED ry CV �; O \ FIRST FINISHED FLOOR ON 6-003 FOR STUD WALL ® F L.2 z ' 45" O.G. FOR F.J. PLATE 0- 0 qr- z l � CD i- GRADE 00 mom'' r' PWALLIN. SPACE AND HANDRAWEEN \ \ , I• - — A.- CVO Q s/4° PINE RISER \ r� 3y4" II• Q" Ilk •it' G II 5/4" PINE TREAD STANDARDS FOR C RI PPABLE HAND RAIL •� '.� SCALE: NT5 lo„ Q - 0 GROSS SECTION : •. II :• o" MIN. < .0 HANDRAIL ;it I ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR 1 • -< a w/Y4" RADIU5 •II tu (NOT INCLUDED IN 2 #6 HOOKED VERT. TREAD DIMENSION) 4„_6y4„ REBAR ® 28" O.G. ♦♦ ,, �' �4 �4° • � ' V •� I 'I METER MIN. MAX. ' .'+ m M t-:z O >;. ASPHALTIC DAMP I O ■ w s PROOFING TO EXTERIOR C'S vW 11'�., r , c II 1J m P. GONG. FOUND. WALL •" 'I'j, d' z ■ (3) 2 xl2 STRINGERS ® w/R-21 (n INSULATION, IF UNDERSIDE 15 FACING tt (MIN. 4,000 P51) �- 5TORA6E/NON-HABITAL SPACE �l O- a, • +. II ' #4 HOR. CONT. REBAR ® J1 ' STOR.ASE UNDER Y2" GYP. BD. TOP, MIDDLE THIRDS, •a. Ii .:e BOTTOM OF WALL (4 TOTAL) t (WHEN APPL I GALBE) P. GONG. CONT. FT6. (MIN. 4,000 PSI) 4 P. GONG. SLAB * ,11 6"x&"-IOxIO W.W.M. BETWEEN a lr'• CENTER d UPPER � OF SLAB SECURED IN PLACE DURING POUR II TREATED 2"xl2" SILL FOR CONTACT w/ GONG. (IF APPLICABLE) •' . BASEMENT 6 MIL POLY a ` .;'!• ' O MOISTURE RETARDER) .+ ' 'r . ` 4" GRAVEL BASE ,14 ..- (3) #5 HOR. GONT. REBAR � I I I I I I I I 2I 0 3' PROV. GLEAN COMPACT FILL INTERIOR MOOD STAIR DETAIL 2 FOUNDATION NALL DATA I L A-401.00 SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = I'-O" 2'-O" LAP 01 (TYP) z it W ------------ II f II I TYF. ROOFING (SEE ------- -- --_— --��-- SEGTION NOTES) / I I II W Qy I I NOTE: TYP. ROOF CONSTRUCTION �/ #5 REBAR(TYFQ 0 I I I j I I. IF FINISH MASONRY USED (SUCH AS Q (SEE SECTION NOTE5) �� Q I I I I BLUESTONE) - MA50N TO ADJUST 1-4 IL / #5 BENT -j I I I I I HOHT OF LANDING AS REG'D TO 'SIMPSON' H2.5A I I ACCOUNT FOR FINISH MASONRY RAFTER TIE // REBAR (TYP.) � `� I I I� I PROJECT: I i 2. ALL HORZ.SURFACES SHALL BE PITCHED / ( ® 1:45 AWAY FROM BUILDING 5. FOR SLABS ABUTTINS FRAMING, INSTALL LAUREL AVENUE COPPER FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB BED ALL FLASHING IN ASPHALTIC, MASTIC L®T 1 w/bxb 10/10 WWM G.J. AS PER PLAN I STAIR DRAINAGE CALCULATIONS: I" UPON COMPACTED STAIR WIDTH = 4'-0" (TYP.) FILL FASCIA BOARD/ PROPOSED NEW AREA= 60 S.F. 6R°`DE 2375 LAUREL AVENUE 60 ScL. Ft. X 0.1"1= 8c REBAR BENT TO .• .I _-. �-�- 8.5/3.1= 2.'1 VERT. FT.OF 2' DIA RING REG. SLAB AS SHOWN -- PRE-FAB. RAILING w/REQUIREMENTS SOUTHOLD, N.Y. 11971 BEAM AS PER PLAN CORNER CONNECTION AS PER PLAN. RAIL SHALL HAVE PROVIDE (I) 2' VIA. X 3'-0" DEEP STORM y a \ \ \ z WATER LEACHING SYSTEM CAPACITY TO RESIST 200 LBS OF '.•.. „ .:� •. \\/\\/\\/\\ _ LATERAL LOAD. MATERIALS SHALL "51MP50N" P064 /\/\/\/ BE ONE OF THE FOLLOWING: HOT. DRAWING TITLE: (FOR 3 PLY BM) NEW SIMPSON LU526 r��.� \ "SIMPSON" B052-2/4 �• i . s'/ �/ / / \� / EPDXY PAINTED WROUGHT IRON. GALVANIZED JOIST a i 6 DIPPED GALV. EPDXY PAINTED 5TL. (FOR 2 PLY BM) HANGER #5 REBAR (TYP) 2-O LAP / -� �� (I) #4 REBAR ® EA. c ,S, //•ti // // // // // � DESIGN DETAILS (TYP) STEP;3 GVR ® ENDS �- �7, ; • \\ \\ \\ \\ \\ \\ \\ ATTACHMENT A5 BEND REBAR P //\//\//\//\//\//\//\// PER RAIL MANU. TO SLAB -------I-- -i ---t--------- 4 ' mil. \//\// /\//\//\//\//\//\// NOTE: 3'-6" lol iiG \\/\\ ALL P. GONG. SHALL 4" P.GONG.SLAB w/ I I I ----- LANDING •��� \\/\ �GOMPAGTED BE 4A00 PSI (MIN) COMPACTED FILL UPON Ir--------- - MIN. ° \ \ - ° . ;;:. ///� /� /����% %�/ /%/%// p (I) #4 REBAR :..il \\ \\ PAGE: tit Q // ✓z: : /\\ \/#4 REBAR ® 10" \\/\\/ /\\/\\/\\/ z O CONT. ® TOP w ti . . ���/�\ I I II 4" P.GONG.SLAB w/ 2"x4' f Y� \ \O.C. (MIN. 5) \/\/\/\/\/\/// \ \ \ j II b"xb'-IO/IO W.W.M. KEYWAY .. %i: \\/\\/\\/ \/ \�\� \�\\/\\/\\/\\/\\/\\ _ IL #5 REBAR ® 36" O.G. ///\//\/ _ I UPON COMPACTED FILL �, i�ii . / / / / / / / / / / /�/ / O \/\/\ P.T. POST AS —=_—— —==h-——IL——I�—————— \ r��i /\/\/\/\/\/\/\/\/\/\/�/\/\/ ! x \ \ \ PER PLAN I I 4" DRAIN CONNECTED -4 0 1 °' ,�ii/. /\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ (t1 GRADE 11.1 . //\//\/ COMPACTED ■ I I I I TO EXIST.MAIN LINE ✓,ii° �, // \ I \\/\ FILL i I 1 \\\\\\\\\\\\\\\ \\ \\ \\ O 8" THK. P. n. . \/\/ ALL P. GONG. \ \ \// CONC. WALL Q-� 10 \ \ \ Q I I li #5 BENT y �I /\// �' PQ/\//\//\//\//\//\// SHALL BE //\//\// #5 BENT REBAR 1�It . W�\//\ DATE: 01/19/24 13 OF 19 REBAR (TYP) #4 REBAR GONT. ® 10" O.G. (MIN. 5) r.. II•° \/\\/ V\�/\\/\\/\\/\\/\\/\\ 4,000 P51 (MIN) /\\/\\/ ® 36" O.G. \//\\/ o II I I \/\/\/\/\/ / 1 - / (I) #4 RE6AR CONT. \ /j\/j\/j\/j\/j\/j\/j\/j\/j\/\/\/\/,\/j\/j\// z \\ \\ 1 yl \ \ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ (1) #4REBAR "SIMPSON" II // // // // // // // // //\//\//\//\//\//\//\//\// - CONT. ® BOTTOM I�II POST BASE PER I i I I #5 BENT REBAR ® I2" O.G. 1• \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ 111' • \\ \\ P05T SIZE I I I II' .. \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ ! IS" WIDE x 12" DEEP •II u I I 8" THK. P. GONG. WALL 11 \\/\\/\\/\\/\\/\\/\\/\\/\\/\\//\\//\\//\\//\\/�\\//\\//\\// P. GONG. FT6. ; II //\//\//\//./ %\\ (i) #4 REBAR CONT. \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ JJ 4-D A \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ (5) #5 HOR. Ia' WIP. ONGDFT6. \ j/jj/j /j/j STONE PATIO AS PER PLAN \�•�� \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ !�- c :,:; '�: .•f` 5 'T' CONNECTION II " (2) #5 HOR. REBAR A- oo GOV�_RED PORCH DETAIL 401. \ / C F-XTERIOR MASONRY DECK DETAIL �IA ``0, =�" GJ��c� SCALE: 5/4" = I'-O" REBAR OVERLAP�RL�� DETAIL A-401.00 �XT�R I OR MASONRY STD I R D�T�(L „ _ ,_ v�. ®... .�. A-401.00 SCALE: 5/4 - I O � SCALE: 5/4" = I'-O" A-401,00 50ALE: 5/4" = I'-O" PROVIDE BEAM SPLICE CENTERED ABOVE COL. Q• WHEN NOTED ON PLANS I Q _ 8" (4) 5/95" H.D.G. LAG BOLTS (PREDRILLED) W — FLOOR SYSTEM AS J t6 NOTED ON PLAN Q co � — — — — — — O , I— — — — — — — NEW STL. GAP PL. 'A', 'B', C O FLOOR WOOD BEAM OR G (PER BEAM CONFIG) r- WELDED TO COL.;SEE GAP AS NOTED ON PLAN 0 r- O / IDFL. DETAILS — — — — — — NEW 3-1/2" O.D. SCH 40 N O 3/5" THK. PL. — NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. O S � z 4 5/a" THK. H.D. WELDED TO COL.;SEE (ASTM AI23) A5 PER 'm r- 'I yt] BASE PL. DETAILS FOR STEEL(OR Ea UAL)PLAN BY I MS 0 `0 (V GALV. PL. � O U � 0 O m Cfl i i Lo PROVIDE GOLD JOINT GONG.11SLAB P. ON 0 4 CAP PLATE AT GONG. SEAMS (TYP) Q O m 0 FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE d LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER '• �1 . . : • • .,:.. ;... �J LJ= d 4" GRAVEL BASE _ NEW (2) #5 HOR. 3 REBAR UPON (2) #5 PROVIDE BEAM SPLICE n CENTERED ABOVE COL. 8 (4) 5/a" H.D.G. LAG NEW IS"xl8"xl2„ HOR. REBAR (4 TOTAL) DEEP P. GONG. PAD WHEN NOTED ON PLANS BOLTS (PREDRILLED) FTC. (MIN. 4,000 P51) LK1131P?li5tIED FILL uj O II \ v PERMACAST COLUMN AS PER PLANS; INSTALL AS O \\� O PER MANU. SPECIFICATIONS 5/8" THK. PL. �� I ii „ I% �4 �,�Lv P•H•D• q. STEEL COLUMN FOOT I NO DETAIL .� A-402.0 „ _ GAP PLATE B SCALE: 3/4 I O �g POST BASE PER MANU. (D SPECIFICATIONS FOR CONNECTION OF STL. COL. TO (5) 1-514" WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE FINISHED FINISHED STONE DIMENSIONAL LUMBER OR 5.25" WIDE PSL _ FLOOR 4" GONG. 5LA13 FINISHED o a i t!1 ORADE < PROVIDE BEAM SPLICE 8�� CENTERED ABOVE COL. (4) 515" H.D.G. LAG WHEN NOTED ON PLANS BOLTS (PREDRILLED) FLOOR SYSTEM AS . GRADE /\\� BAGKFILL — — —�_ — — — — — — NOTED ON PLAN a \�\ OMPACTED OR G (PER BEAM GONFIG) NEH STL. CAP FL. W, '15' FLOOR HOOD BEAM a \,��1���\� EVERY b" — — — — — O -f- \\ 1�211 WELDED TO COL. SEE GAP A5 NOTED ON PLAN PL. DETAILS EXTEND FOUND. WALL B FTC. AT 1 I HOT DIP 6ALV. STL. COL. \\ \\� COL. PER FOUND. PLAN;PROVIDE — — — — — �j /� NEW BASE PLATE A \� ADDITIONAL (2) #5 VERT. REBAR O _ O_ _ _ _ _ _ _ WELDED TO COL.;SEE (ASTM AI23) AS PER Z \ \ IN GONG. WALL BENEATH COLUMN BASE PL. DETAILS FOR FOUND. PLAN BY SIMS 44" MAX. SILL O Q (I) #5 HOR. REBAR IN 3/a" THK. PL. BOLTING NTWE4 (OP. EG2UA1-) ENLARGED FTC. ' // I / GALV. PL.H D AT GONROVIGDE COLD JOINT GONG. SLAB SEAMS (TYP) HEIGHT AS m \\\ \\j /4 4 PER CODE d R31o.2.1 GAP PLATE 'G' a EXTERIOR MASONRY DECK ` i i °••I I .' ` ° a •.. i OUND. WALL 8 FTC. AS PER ��� LLJ• �y 8 DETAIL X/A-XXX FOR CONNECTION OF STL. COL. TO (5) 1-5/4 WIDE LVL ; . i •.; a ___� LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONALCr=:_:. T=�„y= BASEMENT m LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE 4" GRAVEL BASE FLOOR LVL LUMBER OR (2) 2 WIDE DIMENSIONAL LUMBER NEW (5) #5 HOR. REBAR UPON (5) #5 f NEW 24"x24"xl2' HOR. REBAR (6 TOTAL) DEEP P. GONG. PAD COMPACTED FILL H FTC. (MIN. 4,000 P51) Z w EOREc>S V41 NDON NELL DATA I L 2 PERMACAST COLUMN DETAIL � STEEL COLUMN CAP 4 BASE PLATE DETAILS 0 0 U A-402.0 A-402.0 SCALE: 5" = 1'-0" A-402.0 SCALE: NT5 SCALE: 5/4" = 1'-0" w d 0 STEEL OOLUMN FOOT1 NO DETAIL PROJECT: �� A-402.0 SCALE: 3/4" = I'-O" 8 TH I GK REINFORCED CONORETE TRAFFIC., NO s AB LAUREL AVENUE LOT 1 O RASS SHOULD ER AREA (T`I'P.) 24 DIAMETER CAST IRON OR DEFINED SURFACE CO\/ER INLET ORATE FRAME 2375 LAUREL AVENUE FLOOR SYSTEM A5 SOUTHOLD, N.Y. 11971 NOTED ON PLAN NEW STL. GAP FL. 'A', 'B', OR 'C' (PER BEAM CONFIG) FLOOR WOOD BEAM DRAWING TITLE: --_ WELDED TO COL.;SEE GAP AS NOTED ON PLAN NEW WHITE DUROLAST EPDM ROOF FL. DETAILS DESIGN DETAILS MEMBRANE (OR EQUAL); INSTALLATION, NEW 3-1/2" O.D. SGH 40 -- LAPPING OF 5EAM5, AND SEALING OF NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. ❑ ❑ El El El El El El El El El El MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY WELDED TO COL.;SEE (ASTM AI23) AS PER _I ( I--I ( ( 4 SPEC.'S. PITCH TO CUTTER. COPING REQUIRE 6ALV. DRIP STOP EDGE. BASE PL. DETAILS FOR FOUND. PLAN BY 51M5 ZX ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PERIMETER OF ROOF INSULATION BOLTING STEEL (OR EQUAL) `� I I I I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ( I— WRAPPED IN VAPOR BARRIER NEW 4" P. -- ( I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I I NEW " THK. PLYWOOD AT GONG. SEAMS (TYP)PROVIDE COLD JOINT GONG. 5LAB PAGE: LL]IL f ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ NEW I" THK, RIG D�NSDULATION pk (- ADHERED TO DECKING CALV. I... .•,I'i . . 0 In DRIP-STOP •;. �. .dig: . °. .', , ff U-4 0 "' a 40 EDGE ° ,d O Z r. • , I I I 4 GRAVEL BASE °... :°. ��Z •:: DATE: 01 19 24 COMPACTED FILL / / 14 OF 19 N PRECAST GONG. NEW 30"x30"xla" DEEP P. GONG. PAD " -— NEW (4) #5 HOR. G FTC. (MIN. 4,000 P51) LEACH I NO RI NO. ✓�� REBAR UPON (4) #5 A I A TE NEW " THK. GYP. BD. HOR. REBAR (a TOTAL) Y`4ri G,4LGUL�T I ONS ON PROVIDE INSULATION BETWEEN CAVITIES SIT PLAN FOR REO'D PER ENERGY TABLE (WHEN APPLICABLE) DIAMETER AS 2'-O" \\EFF�EG DEPTH ROOF RAFTERS AS NOTED ON PLAN �� AR,, '�-lIN. PER SITE PLAN MIN. "�`�� , GLEAN SAND O RA\/EL FILL -� DR""rNELL DETA I L 8 FLAT ROOF DETAIL OF N A-402.o A-402.0 STEEL COLUMN OTI NO DETAIL FO SCALE: I/2" = I'-O" SCALE: I" = I'-O° A-402.0 SCALE: 5/4" = i'—O" OE I ` ERAL 5 I �50L E)000' : _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. STL. C EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.C5. NEW FOUNDATION WALL 0 STL. WHEN APPLICABLE) W J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q m W N OOD FRAME (L.6. 5TL. P05T FOR 4" WALLSLo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL -� POST FOR (o" WALLS), U.O.N. O NEW 2-HR FIRE RATED O _O WOOD FRAME (L.6. STL. C, O WHEN APPLICABLE) p C Lo Z4 r- C O 0 1 POST 4 COLUMN DE51ONATIONS: O Lo r 5TRUGTURAL PLAN NOTES POSTS 6 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED CVO 0 O AS FOLLOWS. NOTE THAT THESE DEVONATION5 DO NOT IMPLY O M O 51NOLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED Q 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE 5PLICE5 DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED PO5T5/BEAM5. OSTACKED POST/COLUMN: ® AI (I) 2"x4" POST BI (I) 2"x(o" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): A2 (2) 2"x4" POST B2 (2) 2"xb" POST 3 AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY L UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (5) 2"x4" POST B3 (5) 2"xb" P05T INTERIOR LOAD BEARING WALL: 3B AS INDICATED BY HATCHING. A4 (4) 2"x4" POST B4 (4) 2"xb" POST ALIGNSTUD5OFBEARIN6 WALLS TO LAND DIRECTLY 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. r , • HOLDOWN (IST TO 2ND FLOOR): A5 (5) 2"x4" POST B5 (5) 2--lb" POST - - - j - - - - - - - - - - HOEDOWN 'A' AS PER PAGE 6-003 I •� a M 7B 7B 'IB 7B I W HOLDOWN (FOUNDATION TO IST FLOOR): 3-1/2" O.D. SGH 40 5-1/2" O.D. SGH 40 4B HOLDOWN 'B' AS PER PAGE 6-003 p�-� STL. COL. (ASTM 0-� 5TL. COL (ASTM '�� NEW REINFORCED P. GONG. SLABAI23) BY 51M5 AI23) BY 51M5 5B I. NEW 4" THK. P. GONG. SLAB W/6"xb"-10/10 W.W.M. UPON STEEL (OR EQJ STEEL (OR EQJ 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE I I U PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTE5: 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER ' DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ( I ■�/ FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND d�♦ • � I PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. 6D 36"x3b"xib" DEEP P. GONG. PAD FOCITIN6 AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION DETAIL 4/A-401. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR - - - - - - - - - - - - - - - - STRUCTURAL PERMAGAST GOLU1rIN (5,000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER I 7P STRUCTURAL SQUARE PERMAGAST COLUMN W/MIN. ENCOUNTERED. :.. PLACEMENT LBS LOAD BEARING GAPAGITY. BEAM EMENT SHALL ENSURE GONGENT121G LOADING OF -3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. 4 - - - - - - - - - - - - - - - - - - PLAC - - - COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 4, ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT PERMAGAST COLUMN FOOTING (f'AD FTC.) 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. 7B PERMAGAST COLUMN UPON 12"(P P. GONG. 50NOTUBE UPON 24"x24"x12" DEEP P. GONG. FOOTING A5 PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED DETAIL 6/A-401. CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE EPDXY COATED. ; . I I I SG 10 6C AS PER DETAILS 8 A 401INUOUS 3Tq/A-401F(TYP)G 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS �. NEW II 7/6" 560 WI F.J. I ( a• . . ,r •,, ;; +- ••� SHALL BE STAGGERED. I ® 12" O.G. I bG IO OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS REQ.'D TO ACCOMMODATE 6ARAOF DOOR CLOSURE 8 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, 12 COVERAGES, AND PLUMBNE55. , 0' TYPICAL P. GONG. FOOTING 4 HALL CONSTRUCTION: 10 8. CEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT I -J 1 • 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD � - - NEW II 7/6" 560 WI F.J. SILL SEAL;2"x4" P.T. SILL PLATE 0 LOWER SHELF. CONCRETE. 12 ® Ib" O.G. ANCHOR BOLTS AS PER PAGE 6-003 P. GONG. FOUND. WALL AS PER DETAILS g/A-401 BASEMENT, DETAIL 6/A-401 ® CRAWL5PACE, $ DETAIL G_ONGETE - GOLD WEATHER POURING CONCRETE MIXTUR= �i 5"x5"x " STEEL 7/A-401 ® SLAB-ON-GRADE _ I I 50. COLUMN 6D 1 P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF G 10 :° 6B F - 7tx-� ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE -B.O. FOOTING 3'-0" BELOW GRADE: MIN. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 12 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN �' m APPLICABLE) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. :•r AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / - - - - - - J 1- J I �- STOOPS (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL L -� ,- MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET CONFORM TO AGI 30(o. *:' 11'--1' `1 2 Iq b FOR HEIGHT OF WALL d SLAB (WHI'_N APPLICABLE) 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / NEW II 7/6" 560 WI F.J. II NE ATTIC # GAPAGITY PULL DOH 4 57AIR: SURFACES. FROZEN OROUND MAY OBE REMOVED OR HEATED TO � ® Ib" O.G. 1. MIN. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") I <V NEW II 7/8 560 WI F.J. m 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I 0 ® 16" O.G. 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q REMOVE A5 REO'D. INSULATION ABOVE W/ WD. FR. (OR EQ) BAFFLE OR J RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I ( I m DWELLIN6 WHEN OPENED, AS PER NYS EGG R402.2.4 PERMITTED WHEN NECESSARY. - - I o (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE " r- THERMAL ENVELOPE OF BUILDING). 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 F OR 1416HER I I I t4EW II ®/2 56o G I'll F.J. L B OF CONCRETE TEMPERATURE. I = 6B 5. INSTALL AS PER MANU. SPEG.'s AND SHALE WITHIN 10° F 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I m I w 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. L t J 3 X Z NEW 11 7/6" 560 WI F.J. 12 BEAM POCKET (TYP) q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE ® I6" O.G. TYPICAL CLOSED FOUNDATION PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 14-I I =ry I I W _ 13 ® PORGHE5 / PATIOS: (A5TM C4g4/C4g4M,TYPES G AND E). I - r DBL. F.J. 1 I I Q 0 I. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL I +•+ >•"' •+• 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:46 AWAY AREAS EXCEED ONE SQUARE INCH. I -�' L J 12 6G FROM Bu1LD1N6 - - PROJECT: 5. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED - - - - - - -10 - - - - - - - I FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 1 -1 NEW 11 7/8' 560 WI F.J. BED ALL FLASHING IN ASPHALTIC MASTIC, REACHED A COMPRESSIVE STRENGTH OF 500 P5I. I ® I6" O.G. 4. PORCH /PATIO WALLS OF 5EPAfRAT'E POURS SHALL BE DOWELED W/#5 ® 6" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I _ 0. I I I I I I - - - - - - - - - - - - e LAU R E L AVE N U E NEW 11 7/6" 560 WI F.J. I - - - - - - TO MAIN FOUND. ® 16" >' NEW it 7/6" 560 WI F.J. r- -- a 4 4B LOT I 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING I <_ tp7-1 > SOIL BEARING CAPACITY NOTE: I p NEW UP d� (16) RI ® - 2375 LAUREL AVENUE STRUCTURAL DE516N OF FOOTINGS ASSUMES A SOIL I = 1 t 7.5� 1 BEARING CAPACITY OF 1.0 TON/S.F. I - I ( I I SOUTHOLD, N.Y. 11971 6B 1 m NEW 11 7/5" 560 WI F.J. 1 I DRAWING TITLE: K I ® I6" O.G. z 12 r- - - - -- - - - - � �- - - - 4B I I PROPOSED STRUCTURAL PLAN - - - - - 12 r - 12 _NEW II 7/6" 560 WI F.J. I s r NE ( 75 _ F- - - - - - - - - - - - I �! - � LVLDRP. HDR. I ® I6" O.G. I I I I I �- - - - - 8C - � I I I I I PAGE: , NEW II 7/6" 560 WI F.J. 345 - - - - - - - - - - � ® 16" Q.G. I I I I 0 I •' I I I I 5-:101000 ~ - - - - - - - - - - - - - - - - - - - - - � �- - - - - - - - - - - � I I I I DATE: 01/19/24 15 OF19 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 - - - - - - - - - - 45 L- - - - - - - - - - - - - - - - - - - - - - - -i I D A 0 L- - - - - - - - - - - - - fir_ �tOi 45 t`. i�fi�0�'OSEI� FOU�l17AT101� STRUCTURAL fi=L.A1� .fit. SCALE: 1/4" = 1'-0" -v �3 F OF 1141 1 - 5E I ` ERAL 5 I t,,-150L E"%r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.15. I NEW FOUNDATION WALL 0 5TL. WHEN APPLICABLE) W NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL a ) WOOD FRAME (L.6. 5TL. POST FOR 4 WALL5 U WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL CA P05T FOR b" WALL5), U.O.N. NEW 2-HR FIRE RATED _ _ WOOD FRAME (L.6. 51'L. WHEN APPLICABLE) p r Z 4 C O 0 N POST 4 COLUMN DESIGNATIONS: 0 O m A.- (o STRUCTURAL PLAN i`IOTES POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED 4--' CV Q ''-' LO AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY c: O m O51NOLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, A5 SPECIFIED Q a STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS/BEAM5. O5TAGKED POST/COLUMN: ® AI (1) 2"x4" P05T BI (1) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL ABOVE : A2 (2) 2"x4" POST B2 (2) 2"xb" POST 3 AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" P05T B3 (5) 2"xb" P05T INTERIOR LOAD BEARING WALL: - -1 3B AS INDICATED BY HATCHING. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A4 (4) 2"x4" POST B4 (4) 2"xb POST I _ � - El I UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. NE✓J (2) 11.875 WRAPPED W/ Ixx AZEKZEK FLUSH 2.OE AM HEADER I � •w HOLDOWN (IST TO 2ND FLOOR): ®----� (5) 2"x4" P05T B5 (5) 2"xb" POST HOLDOWN 'A' AS PER PAGE 0-005 M HOLDOWN (FOUNDATION TO IST FLOOR): 3-1/2" O.D. 5CH 40 5-I/2" O.D. 5GH 40 I v v ! uj 4B HOLDOWN 'B' AS PER PAGE 5-003 p�-� 5TL. COL. (A5TM 5TL. COL (A5TM I O O NEW REINFORCED P. GONG. 5LAE3 AI23) BY SIMS '-' AI23) BY SIMS �y N 5B I. NEW 4" THK. P. GONG. SLAB w/6°xb"-10/10 W.W.M. UPON STEEL (OR EQ.J STEEL (OR EQ) I ® 3: 2. 6 MIL POLY VAPOR BARRIER UPON z z 3. 4" (MIN.) &RAVEL BASE C PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I ! 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER I •�■ DETAIL 2/A-401. 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ( ♦Aft FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. ^♦ 6D 36"x3b"xl5" DEEP P. GONG. PAD FOOTING AS PER 2• IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION V,I► DETAIL 4/A-401. NM?q (5) 11.575 FLUSH 2.OE MIGROLAM HEADER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR � k; STRUCTURAL PERMAGAST COLUPlN (5.000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 7 q ENCOUNTERED. II��WW STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 'I 5,000 L55 LOAD BEARING CAPACITY. SEAM 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. #; PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF COLUMN, AS PER MANUFACTURER SPECIFICATIONS. J LIVING ROOM 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT PERMAGAST COLUMN FOOTING (PAD FTC.) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. 356.4 S.F. _j A" < A, PERMAGAST COLUMN UPON 12"(P P. GONG. SONOTUBE UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED O iq O _ DETAIL b/A-401. CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT X cV X cV _, NEW(2) q.5 FLUSH 2.OE w NEED TO BE EPDXY COATED. _ 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING X ® � 0 MICROLAM HEADER AS PER DETAILS 5/A-401 d 9/A-401 (TYP) b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGERED. z o OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS DI"I REQ.V TO ACCOMMODATE 6ARAOE DOOR OL05URE 8 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN I I ® V DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, COVERA6E5, AND PLUMBNES5. O TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: 10 5. CEMENT SHALL CONFORM TO A5TM G-55 FOR STANDARD WE16HT QI cV `P 2"xb" P.T. SILL PLATE 1-4/ COPPER TERMITE SHIELD d SILL SEAL;2"x4" P.T. SILL PLATE v LOWER SHELF. CONCRET1 4�� u z E. „ W ANCHOR BOLTS AS PER PACE 0-003 z ® KIT HEN - y Z P. GONG. FOUND. WALL AS PER DE:TAIL5 II/A-401 ® p -_ NEW W12x106 STEEL W FLANGE Aag2-50 FLUSH 27 5.F. BEDROOM 2 € BASEMENT, DETAIL 5/A-401 ® CRkKLSPACE, 4 DETAIL a`s HEADER;PACK OUT TO HANG FJ AND HDR. _ Y '!/A-401 ® SLAB-ON-GRADE GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE z in - - - - - - - - - - - - DBL. F.J. BELOW POST ABOVE xxx 5.F. P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY I. THESE: SPECIFICATIONS SHALL APPLY FOR THE POURING OF TOP MOUNTED qi „ B ROOM 2 e;; ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 5 x5 x ' STEEL 5 x5'x 'IT p - ATHROOM 2 CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE HANGER TO1.5 S.F. B.O. FOOTING 3'-0" BELOW GRADE MIN. 50. COLUMN HOLD 4 TONS 50. COLUMN 60 S.F.HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE.1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHENAPPLICABLE) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. �{��, NEW II '1/5" 560 WI F.J. AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / w ® 12" O.G. STOOPS (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL BEDROOM I p05.5 S.F. QQMA50N TO ACCOUNT FOR FINISH STONE ON THIN SET CONFORM TO AGI 506. _FOR HEIGHT OF WALL E SLAB (WHEN APPLICABLE) 0 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / NEW II '1/5" 560 WI F.J. - - NFI /5" 560 WI F.J. II NEW ATTIC ACCESS - PULL DOWN STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 0 12" O.G. I6" O.G. 1. MIN. 550 # GAPAGITY TEMPERATURES WITHIN 10° F OF CONCRETE. NEW II 7/5" 560 WI F.J. IL 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") ® I6" O.G. 5.DBL. FRAMING WHEN NEW OPENING,U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. e - ---- 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-49 REMOVE AS REOV. �R I I O Z INSULATION ABOVE w/ IN UL IO E R BAFFLE IN 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE z rntt O I �pg qgp W RETAINER TO PREVENT INSULATION FROM ENTERING PERMITTED WHEN NECESSARY. r U . BELOW P T ABOVE DWELLIN6 WHEN OPENED,AS PER NY5 EGG R402.2.4A.L:-IAI (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE BATHROOMICL05ET 0 THERMAL ENVELOPE OF BUILDING). 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER 28.4 S.F. 60 5.F. 5. INSTALL AS PER MANU. SPEG.'s AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 6,CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. DINING ROOM u NEW II 7/5" 560 WI F.J. I 316.3 S.F. ® ib O.G. 12 BEAM POCKET (T`(P.) 9. NON-CHLORIDE, NON-GORRO51VE ACCELERANT ADMIXTURES ARE NEW (2) 11.6-15 FLUSH 2.OE MICROLAM HEADER - - - TYPICAL CLOSED FOUNDATION PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (A5TM C414/C4g4M, TYPES G AND E). 13 a PORGHE5 / PATIOS: � o 1. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL WALK-IN NE I DN a; 0 2. ALL HORZ. SURFACES SHALL BE F'ITGHED ® 1:48 AWAY AREAS EXCEED ONE SQUARE INCH. CLOSET i' ; ;• PANTRY : s:; ,;.;..::, ,!�.. , s FROM BUILDING 39 5.F. *I6)5RI ® Ell, I-15 5.F. PROJECT: 3. FOR SLABS ABUTTING FRAMING, 1145TALL COPPER 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS BED ALL FLASHING IN ASPHALTIC MASTIC REACHED A COMPRESSIVE STRENGTH OF 500 PSI. EW (2) 11.575 FLUSH .OE MICROLAM HEADER 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL NEW UP LAU EIV U E .. w BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. Lc (I6) RI ® MUDROOM - - - - - - - - 8 TO MAIN FOUND. I GL. FOYER f 7 5 NEW II -7W4WvQ WI F.J. F NEW II 7/5" 560 WI F.J. W LOT 1 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING O I�fBt)S atF ® I6" O.G. I ® 12" O.G. _ O i SOIL BEARING CAPACITY NOTE: r ® I 2375 LAUREL AVENUE STRUCTURAL DESIGN OF FOOTIN&S ASSUMES A SOIL tu DBL. F.J. BELOW P05T ABOVE SOUTHOLD N.Y. 11971 BEARING CAPACITY OF 1.0 TON/5.F. ::.. .. • 3, .'.;: 1-- - - - - I- NE 5 7 8 F.J. 6 I I r DRAWING TITLE: L - - - - - - - - - - - - - - - - � (� _ _ 2 GAR GARAGE PROPOSED STRUCTURAL PLAN FRAI+�IE W/5.5"- - 560 S.F. �z PSL TUD5 I6" O.G. FRAME W/5.5" DEN a N WI F.J. ® - P5L STUDS 16" O.G. 18.i S.F. FRAME W/5.5" q2 m P5L STUDS Ib O.G. NEW II 7/5 560 WI F.J. 'II lu W[1 A' NEW (2) 11.575 FLUSH 2.OE MIGR�)LAM HEADER _ - - - - - - - - - - - - - - - Q PAGE: Zzo I I as N v to W I ® e NEW (5) Ilb-15 FLUSH 2.OE MICROLAM HEADER in FRAME W/5.5" FRAME ► 5 P5L STUDS 16" O.G. = I DATE: 01/19/24 16 OF 19 PSL5TUD5I6" O.G. L - - - - - - - - - - - - - - - -77 FL J N � I F-D AP,C PROPOSED F I RST FLOOR 57RUCTURAL PLAN SCALE: 1/4" = P-0" <° �A9�• 0-7 0�• OF N� O N /AL 5�'1�50L <E"' EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q I EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.6. NEW FOUNDATION WALL 0 5TL. WHEN APPLICABLE) W J NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS Q Lo WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL POST FOR b" WALLS), U.O.N. WOOD FRAME(AD LG. 5TL. C N O WHEN APPLICABLE) O C Lo z ' 4 O 0 STRUCTURAL PLAN NOTESP05T 4 COLUMN DESIGNATIONS: .� O Lo Lo POSTS k COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED N 0 m AS FOLLOWS. NOTE THAT THESE DE516NATION5 DO NOT IMPLY Q � 0 OSINGLE SPAN 5TRUGTURAL MEMBER: 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 P05T5/BEAM5. OSTACKED POST/COLUMN: ® AI (I) 2"x4" POST B BI (I) 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOWABOVE. INTERIOR LOAD BEARING WALL (ABOVE): ®--E� (2) 2"x4" POST B2 (2) 2"xb" POST 3 AS INDICATED BY DASHED OUTLINE. t ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY L UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" POST B3 (3) 2"xb" P05T INTERIOR LOAD BEARING WALL_ 3B A5 INDICATED BY HATCHING. B4 (4) 2xb POST ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A4 (4) 2"x4" POST UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. HOLDOWN (IST TO 2ND FLOOR): AS (5) 2"x4" POST B5 (5) 2"xb" P05T HOLDOWN 'A' AS PER PACE 6-005 M O4B HOLDOWN (FOUNDATION TO 1ST FLOOR): 3-1/2" O.D. 50H 40 5-1/2" O.D. 50H 40 4- J W HOLDOWN 15 AS PER PAGE 6-003 0--E 5TL. COL. (A5TM �.-�p 5TL. COL (A5TM ■o NEW REINFORCED P. GONG. SLAB A123) BY 51M5 A123) BY 51M5 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON STEEL (OR EG) STEEL (OR EG) 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTES: bB 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER • DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT rvn/ FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. W 6D 36"x36"xIW DEEP P. GONG. PAD FOOTING AS PER 2• IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION V/ DETAIL 4/A-401. SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR NEW (5) 11.615" 2.OE 5TRUGTURAL PERMACA5T COLUMN (8,000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER _ _ MIGROLAM HEADER WRAP W/ I"x AZEK 7A ENCOUNTERED. - - - - - - - - - - - - - - - - - STRUCTURAL SG2UARE PERMAGAST COLUMN w/MIN. 5,000 LBS LOAD BEARING CAPACITY. BEAM 1U PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. COLUMN, A5 PER MANUFACTURER SPECIFICATIONS. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT x x PERMAGA5T COLUMN FOOTING (PAD FTC.) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. w NEW 2"X5" G.T. w �B PERMAGA5T COLUMN UPON 12"0 P. CONC. 50NOTUBE O ® 16" O.G. OIL 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED N UPON 24"x24"xl2" DEEP P. GONG. FOOTING AS PER , a DETAIL 6/A-401. CARBON STEEL A5TMA615 GRADE 60. MM FOR 5LAB5 DO NOT - I ' NEED TO BE EPDXY COATED. SG 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING = ` AS PER DETAILS 5/A-401 d a/A-401 (TYP) b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS -w SHALL BE STA66ERED. OTOP OF FOUND. WALL MAY BE STEPPED DOWN A5 IIIzt REGZ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE d 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL b HARDWARE IN Z DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING 6 MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNES5. 4 J TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: IO 2"x6" P.T. SILL PLATE 1-4/COPPER TERMITE SHIELD B. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT I0 SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. CONCRETE. [ ANCHOR BOLTS AS PER PAGE 6•-003 P. GONG. FOUND. WALL A5 PER DETAILS q/A-401 ® .41 r 7777,77 _„ BASEMENT, DETAIL 8/A-401 ® 05 AWL5PACE, b DETAIL _ GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE VA-401 ® 5LAB-ON-6RADE P. GONG. FTC NEW (2) 15 FLUSH 2.OE. AS PER DETAIL(5) NOTED SEPARATELY I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF MIGROLAM HEADER NE G.J. ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE C. p .O. FOOTING 5'-0" BELOW ORADE MIN. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN - NE ®26O.G.J B ,x tL APPLICABLE) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. v BATHROOM 4 AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / NEW 3"XIO" G.T. 53 S.F. I. 5TOOP5 (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ® 48" O.G. I E! BEDROOM 4 I r MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET CONFORM TO AGI 306. - 233.3 S.F. FOR HEIGHT OF WALL 6 SLAB (W'4EN APPLICABLE) 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 'Y BEDROOM 3 =' 0NEW ATTIC AGGESS - PULL DOWN STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO M.3 S.F. II f I. MIN. 550 # CAPACITY TEMPERATURES WITHIN 10° F OF CONCRETE. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") FAMILY ROOM m ;. 3. DBL. FRAMING WHEN NEW OPENING,U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. NEW 2"XS" G.J. 35o S.F. 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-401 REMOVE AS REOV. ® I6" O.G. FN- INSULATION ABOVE w/HD. FR. (OR EW BAFFLE OR "'' _ z RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 4E7 L- 4.DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 PERMITTED WHEN NECESSARY. o(OMIT WHEN ATTIC AGGESS DOES NOT PENETRATE ... _THERMAL ENVELOPE OF BUILDING). 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 F OR H16HER ALK_I5. INSTALL AS PER MANU. SPEG.'s AND SHALL BE WITHIN 10* F OF CONCRETE TEMPERATURE. (3) "i.5" LVL FLUSH HDR. POST FROM CLOSETRIDGE ABOVE6.CONSULT H.O. FOR PRECISE LOGP:TION OF AGGESS. 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. .,.,�,." L. G.J. BELOW RIDGE VE 32 5:� BEAM POCKET (TYP) 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE . NEW 2"XS" G.J. NEW 2""" G•J• PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 " ® 12" O.G.TYPICAL CLOSED FOUNDATION (ASTM G494/G494M, TYPES G AND E).® PORCHES / PATIOS: tLAUNDRY ..-'I. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL NEW DN ROOM '2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AREAS EXCEED ONE SQUARE INCH. BATHROOM 3 (I6) RI ®FROM BUILDING 63R S.F. 3. FOR 5LAB5 ABUTTING FRAMING, INSTALL COPPER II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED NEW 2" 8" G.J. '; ,;, p I ROJECT. PJ FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HASBED ALL FLA5HIN6 IN ASPHALTIC: MASTIC, REACHED A COMPRESSIVE STRENGTH OF 800 P5I. � I LAU�ELAVEIVUE PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. WALK-IN d TO MAIN FOUND. GL 5ET u- I LOT 1. 14 PROVIDE 4" SHELF FOR GONG. SLA13 AND/OR F.J.=BEARINC-] s A 501E BEARING CAPACITY NOTE: 2375 LAUREL AVENUE NEW 2"XS" G.J. ' _ _ _ _ SOUTHOLD N.Y. STRUCTURAL DE516N OF FOOTINGS ASSUMES A 501L BEARING GAPACITY OF 1.0 TON/5.F. ® I6" 1�.971 NEW 2"XS" G.J. I a ® 12" O.C. DRAWING TITLE: UNF I N 15HEDNNCOND I T I�NED UNF I N I SHED/UNGOND I TI ONED SPACE 5PAGE I I 'M0.4 S.F. I I PROPOSED STRUCTURAL PLAN I61 S.F. NEW 21IX8" G.J. ME' a>_; ® 161, O.G. ffs. I PAGE: 14'-O" i� DATE: 01/19/24 17 OF 19 _, I FROPOSED SECOND FLOOR 57RUG7URAL FLAN �vpFt3 oit? SCALE: I/4" = I'-O" "f s;7ttC3�? r �t (5ENE /�L 5)0000l� 50L Y : -{ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL.EXISTING TO REMAIN a WHEN APPLICABLE) 0 NEW WOOD FRAME (L..G. NEW FOUNDATION WALL W 5TL. WHEN APPLICABLE) W J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL y N WOOD FRAME (L.G. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q � � � O P05T FOR b" WALL5), U.O.N. O WOOD FRAME (L.6 SD STL. (V p WHEN APPLICABLE) O Lo z ' c O 0 co m STRUCTURAL PLAN NOTES P05T 8 COLUMN DESIGNATIONS: ,0 O Lo Lo POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED N 0 4 AS FOLLOW5. NOTE THAT THESE DE516NATIONS DO NOT IMPLY O O51NOLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED Q 0- 0 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES E STANDARD ACROSS MULTIPLE SPANS. PROVIDE: SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED PO5TS/5EAM5. OSTACKED POST/COLUMN: ® AI (1) 2"x4" PO5T 0 BI (1) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): A2 (2) 2"x4" POST B2 (2) 2"xb" POST 3 AS INDICATED BY DASHED OUTLINE, t ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" P05T B3 (5) 2"xb" P05T 3B INTERIOR LOAD BEARING WALL._ AS INDICATED BY HATCHING. ffiff-H (4) 2"x4" POST ®---7 (4) 2"xb" POST ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. FLAT ROOF ••'� HOLD OWN (15T TO 2ND FLOOR):_ M--R (5) 2"x4" POST B5 (5) 211xb" POST 4 HOLDOWN 'A' AS PER PACE 6-003 W co4B HOLDOWN (FOUNDATION TO 15T FLOOR): 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 4-1 HOLDOWN 'B' AS PER PAGE 5-005 p-El 5TL. COL. (ASTM O- STL. COL (ASTM ■o■ NEW REINFORCED P. GONG. SLAB AI23) BY SIM5 AI23) BY 51M5 SB I. NEW 4" THK. P. GONG. SLAB w/6"xb"-I0/I0 W.W.M. UPON I STEEL (OR EQ) STEEL (OR EQ) 2. 6 MIL POLY VAPOR BARRIER UPON - - - - - - - - - - - - - - - - - - - - - - - - - - -3. 4" (MIN) 6RAVELBASE - - - - - - - - - - - - - - PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTE5: bB 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ♦V/,1 FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EX15TINS ADJACENT FOOTIN65. PAD FOOTING 6D 3b"x3b"x15" DEEP P. GONG. PAD FOOTING AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION CL DETAIL 4/A-401. SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR STRUCTURAL PERMAGAST COLUMN (8,000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 7A STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. ENCOUNTERED. } - - - - - - - - - - - - - - - - - - - - - - - - 8p00 L55 LOAD BEARING CAPACITY. BEAM NEW 2"XIO" R.R. NEW 2"XIO" R.R. I i PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I I ® I6" O.G. ® 16" O.G. r COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT - - �-- - - � I (PERMAGAST COLUMN FOOTING (PAD FTC.) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GORE. s 7B NEW 2"XIO" R.R. NEW 2"XIO" R.R. PERMAGAST COLUMN UPON 12"0 P. CONC. SONOTUBE UPON 24"x24"x12" DEEP P. GONG. FOOTIN AS PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED I ® Ib" D.G. ® 16" O.G. G DETAIL 6/A-401. CARBON STEEL A5TMAblS GRADE 60. MM FOR SLABS DO NOT NEED TO BE EPDXY COATED.24"xlZ' DEEP P. CONO. I X 8G AS PER DETAILS 95//A-401T INUOUS C Bci/A-401 (TYP) 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGERED. OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS REQ.'D TO ACCOMMODATE 6ARA&E DOOR CLOSURE 4 -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN I X DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING E MAINTAIN REQUIRED CLEARANCES, z COVERACES, AND PLUMBNE55. - - - - - - - - - - - - - - - - - - - - - - - - _j DBL. R.R. I - - - - - - - - - - - - - - - - - - - - - - - - - TYPIGALP. GONG. FOOTING 4 b^IALLGONSTRUCTION: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 10 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD d 5. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT I � T� TI SILL SEAL;2"x4" P.T. SILL PLATE: ® LOWER SHELF. CONCRETE. ANCHOR BOLTS AS PER PAGE 0-003 P. GONG. FOUND. WALL AS PER DETAILS a/A-401 ® BASEMENT, DETAIL 8/A-401 ® CRAWLSPAGE, d DETAIL GONGETE - GOLD WEATHER POURING +s: CONCRETE MIXTURE '1/A-401 ® SLAB-ON-GRADE - -N NEW 2"XIO" R. ( I X P. GONG. FTC. AS PER DETAIL(S) NOTED SEPARATELY �J X N 2"XIO" R.R. I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I I �' O I6" O.G. ® I6' C. I I O p ASPHALTIC MASTIC DAMP PROO'PIN6 TO EXTERIOR CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE +� O B.O. FOOTING 3'-0" BELOW GRADE MIN. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. I I n xi I I I I A 1/2 EXPANSION JOINT ® PERIMETER OF SLAB (WHEN iA j0 LJ XI APPLICABLE) 2. SPECIFICITY OF CONCRETE DF-51ON MIX SHALL BE BY OTHERS. I I �- I I �O Q AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 0 [X „ 5TOOP5 (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I I ��. I IP 4'O NEW 2 xa R.R. MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET CONFORM TO AGI 306. I p0 � O PITGH�4" 8. FOR HEIGHT OF WALL 3 SLAB 6h1HEN APPLIGABLE) 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / o'\ ,JO II 1. MIN. 5D # CAPACITY PULL D01^4N STAIR: TEMPERATURES W THIN IORFACES. FROZEN U FD MAY CONCRETE. COVED OR HEATED TO i I I I vP p 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x309 3 3.DBL. FRAMING WHEN NEW OPENIN15, U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I Wks! 2"XIO" R.R. I INSULATION ABOVE w/WD. FR. (O k PROVIDE R-49 REMOVE AS REOV. ® Ib" O.C. z 4.WEATHERSTRIP AGGE55 OPENING- NEW (2) 12 RIDGE NEW 2 XIO R.R. I I Z R EQ) BAFFLE OR �j RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I I I I I NEW (2) 2"xl2„ RIDGE ® I6" O.G. I 2 DWELLING WHEN OPENED, AS PER, NY5 EGG R402.2.4 PERMITTED WHEN NECESSARY. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE pp I O THERMAL ENVELOPE OF BUILDING). 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER I ( I Q I I V AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. /NEk4Z�'X100"' NEW 2 XIO R.R. 5. INSTALL AS PER MANU. SPEG.'s I I ® Ib" O.G. � 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55. 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I m 12 I I � I I NEW 10" R.R. I I N O BEAM POCKET (TYP.) 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE , ® Ib O.G. TYPICAL CLOSED FOUNDATION PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 I IQ rn ( I I I I I Lii O (ASTM G4a4/G494M, TYPES G AND E). 1.1. SEE NOTED DETAIL S: 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL iy a` X Cy I I ® � ® W' O.G. 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AREAS EXCEED ONE SQUARE INCH. I I ® O O I I ® Ib" O.G. �` N PITCH 1/4 FROM BUILDING - o X 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I I O Q I PROJECT: FLA5HING FROM 12 ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I O I I n A BED ALL FLA5HIN5 IN ASPHALTIC MASTIC REACHED A COMPRESSIVE STRENGTH OF 500 P51. I I w o 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL I - - I I I I i LA U R E L AV E N U E BE DOWELED w/ #5 ® 8" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. - - - - - - - - - - - 6 TO MAIN FOUND. - - - LOTI 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING d? ( _ _ _ _ _ - - -1 DBL. R.R. I ( 2375 LAUREL AVENUE SOIL BEARING CAPACITY NOTE: - - - - - - - - - - I STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/5.F. I I I r _ _ _ _ _ _ _ _ - - I I I I I I I SOUTHOLD' N.Y. 11971 _ NE 2 1 R.R. ® 16 O.G. T- I ( ( I I I DRAWING TITLE: EXTEND WALL TO R.R. I I NEW 2"XIO" R.R. I I I I I ® Ib" o.C. I I I PROPOSED STRUCTURAL PLAN L - - - - -- - - - - - - - - -- - - - - - - - -- - rn rn � X I II � I II NEW 2"XIO" R.R. NEW 2"XIO" R.R. - - - - - - J I ( ® 16" O.C. ® 16" O.C. I PAGE: L- - - - - - - - - - - - - - - - II I II - • I IL - - - - - - - - - - - - - - - - - - - - - JI L- - - - - - - - - - - - - - - - - - - - - - - - _I DATE: 01/19/24 18 OF19 SCALE: 1/4 I O Ly t,'isi`' FOF N�� 4" FRE5H AIR VENT THROUGH ROOF I I Q 3 1 Q I Q I ui I W I I J Co N v � O Q j Q O O CD I O O !✓ Lo z d (6 � 1 O U CV LAUNDRY ROOM BATHROOM BATHROOM _--- -- I ---- --- r-----i- ---- - I I 1 - - ----__-- -------------- I p I.f� T- ----- --- m I_------- QO I I I 1 O I I I I I I I I O 2 it 1 I 2"I I 11 1 2"I I 1 IL I 21 1 1 21 1 1 1 p I 1 1 1 1 I I 1 PROVIDE "ABE5C0 FP200 FR p I I 1 12 1 1 1 2 1 EXPANDING FOAM" (OR EQUAL) U I I 1 I I AT ALL PENETRATIONS IN FIRE N I I I I RATED WALLS AND I FLOOR5/GEILIN65. PRODUCT t 1-�" 2" 1 I- " !SHOWER ! 1- !SHOWER CONFORMS TO A5TM E 514, 1s WASHER I ! ! ASTM E 84,AND UL 1419 rJ .2 3" 2 I � e 2" � ■ BATHROOM BATHROOM MUDROOM211 -- ----_--- LAUNDRY __-- --1-----rt ----T--l--------- 1 1 1 NOTE: r---- ----I--'-7-------T 1 I I I I KITCHEN I NET BAR 1 I ALL PLUMBIN6 WORK PWDR. ROOM 1 I I SHALL CONFORM TO UJ Qr i I I I LOCAL PLUMBIN6 CODE 0 2111 1 I II1 2 II1 1 1211 1211 ■.� 1 2 I .211,1 1 1 2„I 2 1 1 1 1 1 2„I .211,1 1 GLEAN OUT I I ! 1 I 1 1 1 31 1 I I 1 1 12 12 1 1 I 12 I r14. 1AS REOV 14 1 1 I 1 PROVIDE F.A.I. 2" )I' 14, 1_ , 1 I 1- I-j" I ! 14, (SHOWER 115HOWER I- 1 WASHER TSB DW tL + G.O. O (W7 O G.O. 4" U 4" HOUSE Q MAIN DRAIN G.O. H ::l--:::rl::> TO 5EPT ' SYSTEM IC, 4 N ' Q lu NOTE: n, ALL PLUMBING d FUEL 6AS WORK O SHALL CONFORM IL TO LOCAL PLUMBIN6 CODE d FUEL 6A5 O FL.UME31 NO RISER - BRAIN / NA57E / VENT PIPING PENETRATIONS: 1. PROVIDE "ABESCO FP200 FR SCALE: NT5 EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOOR5/GEILIN65. 2.PRODUCT CONFORMS To ASTM E 814, ASTM E 84,AND UL 1419 KITCHEN LIVING ROOM 0 OAS FIREPLACE IL F- lL VERIFY SIZE f?AN6E w/MANU. I m m "' L O g o lr U V k W Q w I- a _ o NOTE: N m BATHROOM BATHROOM LAUNDRY ROOM ALL PLUMBING WORK < PROJECT: SHALL CONFORM TO P6 LOCAL PLUMBING GORE ? ROPOSED BURIED I,000 3� FURN. PROPANE TANK AIR HAND. LAU R E L AVE IV U E / = O qa EOEND LET I I I HOT WATER 0 I I Q4 I I Q4 Q W u2) � i � 3ji III :X � 2375 LAUREL AVENUE U U Iio I U GOLD WATER x1 :v = x1 F-.._.._..� SUPPLY iv1 i n1 !- sHowER m nl ry �1 i= sHowER NI i� �I ! 0, 5 RISER - SUi�L.Y SOUTHOLD, N.Y. 11971 �I I �1 �� �I I �I ��_ WASHER �I .� �I 1- L ---- ---------------------'--J----- _ '--------------- --- -1_---J PROVIDE ABESGO FP200 FR L.._..L.._.._.._ _..L.._.._.._.._.._.._.._.._.._.._.._.._.1_.._..1.._.._._..J._.._.._.._.._.._.._.._.._ EXPANDING FOAM" (OR EQUAL) SCALE: NTS AT ALL PENETRATIONS IN FIRE LAUNDRY GL. BATHROOM BATHROOM KITCHEN NET BAR PWDR. ROOM RATED WALL5 AND DRAWING TITLE: FLOOR5/GEILIN65. PRODUCT CONFORMS TO ASTM E 814, ASTM E 84, AND UL 1419 PLUMBING RISER DIAGRAMS a GAS RISER DIAGRAM Q4 Q4 Q4 QQ qQ INTERIOR SHUT-OFF QQ I II I II�Q4 94 Q4 1 II� I ,� X Q I 1� 1 14 1 II 4 x FOR HOSE BIB 1 :X U I I I p� 1 I p� 1 ix I iX v I :3 1 �K I i3 ! i3 v - �1 .V x 1 .v 3 I X I X I I .v X I V �I I U �1 V 1 V I v NEW FREEZE PROOF HOSE BIB x i l V x 1 x 1 xl •O xl •O x1 :V x i x l � x l x l �I w/VACUUM BREAK FASrNED PAGE: cV 1 1 N m fill I iv1 I l I SHOWER 1I SHOWER w/ PIPE FASTENERS (PRECISE FHA5HER LOCATION T.B.D. IN FIELD - ------------1 --- 1 ' ---- =-------L-=-----------1=---------- — L ---= ---------L_--L ' ---- -J -- J CONSULT W/OWNER) -:ioi .._.._.._.._.. .._..I.._.._..J.._.._.. .._.._.._.._.._I.._.._.._.._.._.._.._.._I._.._.._.._.._.._..1-_.=-._T_.._..L-_.._.._.._.._.._..�.._.._�_.._.._�_.-L., .._. =..J.._.._.._. e u%j I I I _.._.._.._.._.._.. TO STREET 24 DATE: 01/14/ 19 OF 19 i rWATER MAIN tu z + to O N FL.UME31 NO RI 5ER - 5UPFL.Y FOF t4 SCALE: NTS p PON OPEN SPACE .PARCEL co M PROPOSED SPLIT RAIL FENCE TO Q cv E 5L BE MAINTAINED BY SOUTHOLD TOWN EL.=24.4a' N 14 55 I O W 182.46 0 D 1� 1 E �"" "� -mow m Lo '"A V . �,swimy , co \�9� ': • Q�N°"�� ��-QQ ,Q PROJECT LOCATION &SCOPE o 0 0 4-1 SITE PLAN & ZONING DATA -c O4-j cm m *� 4 4 G ( Ou 50rb�A==�Anr= LOT�rnREMAIN A5 ��" �^ R-80 m PER COVENANT 4 RESTRICTIONS r'N �'" �� -QO2 ,Q GENERAL NOTES nluid� DATED 5TH OF MARCH 2O25 P°"' �. ENERGY TABLE nn `` STRUCTURAL DESIGN CHARTS Wi� 43.5 M • O-O®�.O HOLDOWN, ANCHOR BOLT, Z ¢ ` STRAPPING, & NAILING DETAILS 4-J -W I I FASTENING SCHEDULE U Nq � �G\z�e -QQ�-,QQ FRAMING GRAPHICS W q U I 36•q' PROP. 1.0. POOL 15 NOT 13 8, I 40 MM -► W -j PA RT OF THIS FILING 60' REAR `'ARD SETBACKJ-i BEAM CONNECTION PATTERNS -I� W _ _ _ _ _ _ _ FIREBLOCKING DETAILS PROPOSED FOUNDATION PLAN U LOCATION MAF � •� 4' H I GH POOL I I D'W' j I SCALE: NT5 Q (n FEN E AS PER RAISED 1 � - O2 ,Q PROPOSED FIRST FLOOR PLAN AM NYS ODE; PROV. Pbol�l �I PATIO � QD SELF LATCHING I ; D,w. DW 1 F R O�E 7 5�O F E 5E -CLOSING GATEll LINE 8 AREA OF EXISTING OT DONERBY OTHER INO HANG uD TIOT FROPOSEID S I NOLE FAM I L1' RESIDENCE A- 105.01 PROPOSED SECOND FLOOR PLAN 5s•s \�� 1 PROF.BURIED I LAND OWNER FROPOSED A OWTS PROPANE PROP. PROPOSED 2-STORY WD. _ C q F RO�E�T DATA : POOL FRAME DWELLING w/ 5A5EME T I - Q�-,Q I WINDOW & DOOR SCHEDULES QUIP. 4 OARAOE ON SLAB z . 010 (4 BEDROOMS) I lU z Z < PROJECT / ZONING DATA I V W z � GARAGE SLAB EL.=27.4' } I- ,J 0 p Q 0 C v J TAX MAP # l000-55-06-36.I - Qj,Q PROPOSED ROOF PLAN o--__ In ELECTRIC SERVICE / / I PROPOSED I Z 0 z j ZONING DI5TRIGT R-50 NON-CONFORMING z / - ASPHALT Z .: T- I DRIVEWAY p LOT AREA 0.8 ACRES zo w fl/ 1 ~ - SUFFOLK COUNTY HD PROPOSED EXTER OR ELE TIONS I j j I q APPROVAL R-23-1837 4 BEDROOM -2 0 1 •0 1 D It m z PROP. STONE I I 1 WALKWAY ® I I _ GRADE 41.4' PROPOSED PROP05ED z I I cQ HABITABLE OR055 w o J m SPACE AREA Z 0 0 FLOOR -2®2O PROPOSED EXTERIOR ELEVATIONS '- FIRST FR AREA 2,302 S.F. 5,04a . S.F. Q O a SETBACK I z SECOND FLOOR AREA 1658 S.F. 1658 S.F. z z d AREA TOTALS 3,a60 S.F. 4,707 N.0 S.F. L) �p I D•W. 1 -�Q ,Q I BUILDING SECTIONS z m � m I �10.0 L.P.0 O L.P. � Q o PROPOSED SEPTIC SIT, TEM I ,� 5OUTHOLD TOWN CODE 280-207 (A)(1) z AS PER 5017)H5 REFERENCE m - �p LOT 51ZE / AREA IN 35,005.0 S.F. 5,005.0 ALLOWABLE TOTAL GFA NO. R-23-1833 D TED U 1 EXCESS OF 5,005 S.F. GFA I � I 04/10/25; SEE 5GDH5 PANS -�JO2 .O BUILDING SECTIONS ' T' � � I (d) LOTS CONTAINING UP TO 5,100 S.F. FOR SYSTEM COMPONgtINTS I 1 FOR 40,CCO S.F. MAX. F \ cl cl AND REQU REM NT5 N I E P. ti ALLOWABLE S.F. / PLUS F N W �, 7.5% OF EXCESS LOT AREA 4,550.0 S.F. 375.4 S.F. 4,725.4 S.F. 4,707 S.F. o OVER 50,000 514°04'00"E Lu .O DESIGN DETAILS PROJECT: EL. 27.10' L - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 J� LOT CLEARING - 509 MAX. AS PER 50UTHOLD TOWN EL.=25.03 BOARD PLANNING APPROVAL ILAU R EL AVEN U E - -I- - - - - - - ----- - - - A-402 .01 DESIGN DETAILS - --- LOT 1 514°35'10"E I 162.77' LOT 51ZE 55,414.0 S.F. 514004'00"E b 5096 OF LOT REQUIRED TO REMAIN 17,707.0 S.F. � 1 i AREA OF PROPOSED CLEARING 17,706.7 S.F. -40� .0 I DESIGN DETAILS 2375 LAUREL AVENUE SOUTHOLD, NY 11971 EXISTING WATER MAIN TOTAL AREA OF LOT TO REMAIN 17,707.3 S.F. ---------------- 1571NO 4ATER- --------------------------------------------------------------------------- DRAWING TITLE: L. A U R E L. A V E N U E LOT COVERAOE S- Q ,Q PROPOSED STRUCTURAL PLANS PROJECT LOCATION & SCOPE 51 TF- FLAN SOUTHOLD TOWN CODE 280-I5 PROPOSED STRUCTURAL PLANS SITE PLAN & ZONING DATA DESCRIPTION (FOOTPRINT) AREA � � LOT COVERAGE ,Q 1 PROPOSED STRUCTURAL PLANS TOTAL LOT AREA 55,414.0 S.F. PAGE: PROPOSED DWELLING 5,1162.0 S.F. 11.290 �- QL�..Q 1 PROPOSED STRUCTURAL PLANS PROPOSED IN GRO D OOL 8 O. S.F. 2.390 _ ® OJm CLEARING RESTRICTIONS AS PER DECLARATION OF COVENANTS AND AREA. AT THE TIME THIS SUBDIVISION WAS APPROVED, THE NORTHERN CLEARED AREA CONFORMS TO THE APPROVED CLEARING PROPOSED RAISED REAR PATIO 275.0 S.F. 0.895 F- 1 Q 1 ,00 DWV/ WATER SUPPLY RISER ■ RESTRICTIONS: DECLARATION MADE 5TH DAY OF MAY 2025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRIGTION5. APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED BY THE US ENDANGERED SPECIES ACT. THE TIME OF 7. AT ANY TIME, IN PERPETUITY, IN THE EVENT THAT A LOT IS CLEARED TOTAL AREA OF ALL STRUCTURES 5037.0 S.F. 14.290 GAS RISER YEAR WHEN CLEARING 15 PERMITTED MAY BE LIMITED BY THE NY5 BEYOND THE AFOREMENTIONED PERMISSIBLE LIMIT, THE AREAS MUST I. THE TIMING AND METHODOLOGY FOR CLEARING MUST FOLLOW THE DEC. BE RE-VEGETATED BY THE LOT OWNER ACCORDING TO A MAXIMUM LOT COVERAGE ALLOWED: 20% TE: 05 27 25 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 / / 1 OF 21 EASTERN/WOODLAND BOX TURTLE CONSERVATION DURING BETWEEN MARCH I AND NOVEMBER 50 OF ANY CALENDAR YEAR. PLANNING BOARD. ANY WORK BEING CONDUCTED ON THE 51TE AT THE CONSTRUCTION", ON FILE WITH THE SOUTHOLD TOWN PLANNING 3. NO CLEARING OR GRADING 15 PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-CLEARING 15 DISCOVERED, INCLUDING INTERIOR DRAINAGE SYSTEM INSTALLATION NOTES: DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS CLEARING STATED IN FILED COVENANTS AND RE5TRICTION5 AND GON5TRUGTION, WILL BE STOPPED UNTIL THE SITE 15 RE-VEGETATED ZONING REGULATIONS MAIN BUILDING A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN MRYWELL5 QI THE WOODLAND BOX TURTLE, AKA THE EASTERN BOX TURTLE, WAS 5HOWN IN CLEARING CHART (50Y LIMIT) ACCORDING TO THE RE-VEGETATION PLAN. IF THE SEASON DOES NOT WATER SERVICE LINE UNDERGROUND UTILITY LINES SEPTIC L15TED BY THE NEW YORK STATE DEC, AS A SPECIES OF SPECIAL 4. EXISTING NATIVE VEGETATION INCLUDING GROUNDCOVER, SHRUBS PERMIT REPLANTING IMMEDIATELY, WORK MAY CONTINUE AFTER A r "AY 2 CONCERN. THIS PROTOCOL LIMITS THE TIME OF YEAR CLEARING 15 AND TREES, SHALL BE PRE5ERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARANTEE 15 PROVIDED IN THE AMOUNT IT WOULD 5OUTHOLD TOWN CODE 280-14 4 TOWN BOARD REGULATIONS COMPONENTS LEACHING FIELDS SEWER COMPONENTS AND THE 8 2025 ..l 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. - -- -- 51TE LAYOUT NOTES: EDGE OF ALL FOUNDATION WALLS ALSO PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROP05ED I. THIS IS AN ARCHITECT'S SITE PLAN IS A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS B PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION PROPOSED COMPLIES SUBJECT TO VERIFICATION BY A LICENSED CONCRETE SLABS AND PROPERTY LINES `�'� %"., } j,g SURVEYOR. THE INFORMATION 000NNECT ALL GUTTER LEADERS TO NEAREST DRYWELL ��i'nc •:_,. r .'„ I.I. ANY CLEARING AT THE SITE 50HEPULEP FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL REPRESENTED ON THIS SITE PLAN IS TO THE NOVEMBER 15 OF ANY CALENDAR YEAR NI-L BE PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE ARCHITECT'S BEST OF KNOWLEDGE. WILDLIFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. MIN. FRONT YARD 50.0' 63.0' YES ' THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY CLEARING OR GRADING, THE CLEARING LIMITS AND 2. PRIOR TO ANY CLEARING OR GRADING, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY STAKED ON SITE AND INSPECTED BY 2. INFORMATION WAS OBTAINED FROM DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: PROVIDE CORRESPONDENCE FROM THE NEW PORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE MIN. SIDE YARD 20.0' 41.4' YES SURVEY DATED NOVEMBER 6, 2025 AND PROP05ED ROOF COVERAGE = 3,4162 S.F. ¢ - DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NY5DEG) COVENANTS AND THE 5U5DIVI510N MAP. PREPARED BY: REGIONAL OFFICE WITH A DETERMINATION ABOUT WHETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION, THE MIN. COMBINED TOTAL IMPERVIOUS COVERAGE = 6-15. S.F. CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER 40.0 a4.a YES 3 a62 S.F. x 2" RAINFALL EVENT = 673.5 G.F. STORAGE REQ.'D SIDE YARDS YOUNG ASSOCIATES 400 05TRANDER AVENUE (I) 5 DRYWELL PROVIDES 42.22 G.F. PER O.F.OF DEPTH THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN THI5 BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE MIN. REAR YARD 60.0 83.8 YES RIVERHEAD, N.Y. I1a01 (3) '� x 8' DEEP D.W. PROPOSED = 1.013.3 G. STORAGE PROVIDED MAXIMUM HEIGHT 55.0' 32.8' YES II NOTES $ Sf=EG I F I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE. AND MASONRY l' 55RE Y I AT I ONS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEI°P THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUCLA5 FIR LARCH #2 4 BETTER (Pb = V75) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD �SUL. �SULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO PORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN SUCH ,4 MANNER TO ASSURE THAT THE CONDITIONS OF a. 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 BASE FLOOD ELEVATION INT. INTERIOR Q 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLD6. BUILDING K KIPS (1000 LBS) Q GENERALLu I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT l LJ APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) Towso. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS J cu 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN& STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS M 7. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN.OF 4'-O" BELOW GRADE,UNLE55 B.O. BOTTOM OF MAX. MAXIMUM -5 +� N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "T'ECO" OR OTHERWISE NOTED .- STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM ECH. MEGHANIGAL m PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. ___ D 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRU5SE5, GYPSUM, HARDBOARD, AND STRUCTURAL p V O 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL MIN. MINIMUM AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RA171NG 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS - � RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL I TIER OF FRAMING IS IN PLACE. ;N � �'; � G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF I � 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, z 4. ALL UNNOTEP OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN NYC BG NEW PORK CITY BUILDING CODE O N I INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED d �� T. ALL BEAMS, 61RPER5, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED > U T--• 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GONT. CONTINUOUS D.G. ON CENTER � X N SHALL BE CLARIFIED WITH THE ARCH TEGT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE p 0 a-� CI WITH THE WORK. DBE. DOUBLE OGG. OCCUPANCY &RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. Jc 0 m �� q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRET'E TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 4-J 4-' Lo 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 57RENOTH AT 25 DFE DESIGN FLOOD ELEVATION 7 PBE PRELIMINARY BASE FLOOD ELEVATION C N p co UNLE55 APPROVED BY THE ARCHIT'ECT/E:NCINEER. O DAYS OF 4,000 P.S.I., U.O.N. ' DIM. DIMENSION P. GONG. , POURED CONCRETE Q '-' �" 2 � 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-003. 6ENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" 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. I PLATE I 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA EACH PLYWD. 1 PLYWOOD APPLICABLE. 1.5. PREFABRICATED .WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. /� WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 - W q. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION I P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLI5HIN& AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORRO5ION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. I EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT,THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL 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, II. 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. EXIST. __1[EXISTIN6 I RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEM5LIE5 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. 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF I F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER ■ RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES I FAR FLOOR AREA RATIO STL. STEEL EXCEED 5'-O" AND AT EVERY 5'-O". GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEOVENCINEER. NO 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. m 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT 4_j 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY F THE ARCHITECT/ ENGINEER • , . F FINISHED FLOOR TBD ,TO BE DETERMINED '� TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT � , RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WOfzKMAN'S COMPENSATION AND GENERAL �I IT PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6ES 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK M. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Ia. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: 61'P5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. LOUNDATION T.O.W. TOP OF WALL 0) AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK i ■ _ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 03'1 SPECIFICATION FOR GYPSUM LATH, OR ASTM G-1q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. � FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr !TREAD !^ THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. v COMPLETION OF PROJECT. Iq. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED I FR. FRAME TYP. TYPICAL n 1 AS PER PAGE 6-003. I."i. HARDMEET THE OFDANSE A A A 35 IN A . BASIC STRUCTURAL HAPRDBOATIRD OF DEEP DDEEPN SOLID O dBEOONDORACONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ' `jJ IT. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, „ 1 Q ARGHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING ��ERT. � VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH Cl-AIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 51TE WORK GYP. BD. GYPSUM BOARD V.I.F. 1I VERIFY IN FIELD ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN W/ WITH MANUFACTURER SUCH AS: HANGERS NAILS SCREWS, FLASHING ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LED6ER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITECT/ENCINEER PRIOR TO PROCEEDING. HDR HEADER WD. WOOD 1 < CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR ZR EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE GORE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HN6R HANGER ZONING RESOLUTION BE LIABLE RE6ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRU5 JOIST 2.OE MIGROLLAM LVL SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL B. 6EOR61A PACIFIC 2.0E 6-P LAM LVL 1.&.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUPIN6 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 WEEDS, TREE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRU5 JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE _ OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. INSULATION FENESTRATION REC�2U I REMENTS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AUTHORIZATION OF THE ARCHITEGT/ENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.6.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY PROPOSED DESIGN CODE PRESCRIPTIVE VALUE COMPONENT GOMPL I ES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN&5 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE GLA55 WINDOWS AND DOORS VALUE CITATION (PER 2020 NYSECCC) z NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. Z O NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PERTAINING ARE TO BE FIELD VERIFIED. N OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2, &LASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER U-VALUE ■ 0.29 MAX.U-VALUE ■ os2 FENESTRATION U-VALUE MAX.AIR LEAKAGE ■ 0.30 CFM/SF YES N RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.l CELLULOSIC AIR LEAKAGE ■ 0.30 GFM/SF P�R40243 3 TABLE R402.1.4-CLIMATE ZONE 4 iull 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK CLEARANCES ARE PROVIDED. D m WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR _ __ 2 O IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED R-26 FOAM SPRAY INSULATION W/ MIN.R-VALUE ■ 46 � Z HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. GEILIN6 R-VALUE YES 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURERS WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, R-21 BATT INSULATION PER TABLE R4o2.12 -CLIMATE ZONE 4 to � 5PEGIFIGATION5, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINO USED IN UNLESS OTHERWISE NOTED. � Q 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. --- Z It MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I EXTERIOR(2°xb°)WOOD FR-14 SPRAY FOAM INSULATION MIN.R-VALUE = 20(CAVITY) w 0 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCEESSIBILITY STANDARDS. 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT AGGORDANGE WITH FRAME WALL R-VALUE ..I/INCH)W/R-II BATT INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 YES2 Z THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MANUFACTURER'S SPECIFICATIONS. F- O_ HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE It 25. PLEASE NOTE THAT THESE PLANS AFT PROTECTED AGANST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION LMINR,;-VALUE = 19 ' Q 8UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE FLOOR R-VALUE R-50 BATT INSULATION ABLE R402.12 -CLIMATE ZONE 4 17� 5 li O GOPYRIOHT PROTECTION ACT OF Mato (AHOPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ENERGY CONSERVATION CONSTRUCTION GORE. __ i p m 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL COMPLIANCE STATEMENT: �_25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN Z Z 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 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. p O ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 18.2.1 5GUARE AND -j v CONSTRUCTION;55TD 10-qq AND 2015 SEC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING N HEX BOLTS AND SCREWS (INCH SERIES). "1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Z m U CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. < O SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LAG SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 2 a o FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). b. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS 0 H Q 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 0 Z d NCLUDED IN THE STANDARD BUILDINGS CODE, SECTION 2306 OF IBC SHALL 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES I N USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH �i I ri WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE m 3. METAL PLATES, CONNECTORS, SCREWS, 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 N WALL w/ STEEL SHIMS 4 A MIN. 5/4 OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE CV DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, TABLE R301.-7 CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA cd AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 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 H ri t POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" GAGE ARE SPECIFIED, MINIMUM ASTM A653, 5TRUGTURAL GIUALITY, REQUIREMENTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS o 4. WHERE WINDOWS AND DOORS INTERFUPT WOOD STRUCTURAL PANEL O Lo- SHEATHING AND 51DIN6, FRAMING ANCHOR-5 OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). 61RADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL GROUND SNOW LOAD 25 LBS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY 10. WINDOW5 IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ALLOWABLE e IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS TEMPERED GLASS. STRUCTURAL MEMBER PROJECT: AND AT LEAST ONE STUD AT EACH _SIDE OF OPENING. i BASIC WIND SPEED 130 MPH STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. DEFLECTION „ It. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINPBORNE DEBRIS. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4 BENT PLATE 8 LONG EXPOSURE CATEGORY B RAFTERS EXCEPT WHERE COLLAR TI:=S OF I"xb" OR 2"x4" LUMBER 15 w/6" R15E 4 w/(2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5SPECIFICATION LS SFOR DRIVEN FASTENERS: AIL5,HALL COMPLY V41TH ASTM F iSPIKES, AND STAPLES. MISSILE TEST OF ASTM EIggARD C7LAZED 16 AND A57M E1586 A ON SHALL MEET THE SEMODI MODIFIED BY OUIREMENTS2020 NY5 BC F THE LAIReE RAFTERS HAVING SLOPES GREATER THEN 3/12 L/I&O I LAUREL AVEN U E LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b DI5T., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-005. SECTION 501.2.1.2.1AAOE DOOR GLAZED OPENING PROTECTION SHALL MEET W/NO FINISHED CEILING ATTACHED TO RAFTERS RAFTERS. . 6R SEISMIC DE51ON CATEGORY B LOT 1 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHALL MEET THE REQUIREMENTS OF THE 6OVERNING BUILDING GORE ANSI/DASMA 115. INTERIOR WALLS 4 PARTITIONS H/I60 AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 'WEATHERING SEVERE '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER'S GORE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH FLOORS 4 PLASTERED CEILINGS L/360 Ib" WITHIN 4' OF EXTERIOR CORNERS, ASPHALT ROOFING SHINGLES A THICKNESS OF NOT LESS THAN j" AND A SPAN OF NOT MORE THAN 8' SHALL FROST LINE DEPTH 3'-OU I. ALL SLOPED ROOFING SHIN6LE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING 2.2.T. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B 18.6.1 BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND WOODSCREWS (INCH SERIES). ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ALL OTHER STRUCTURAL MEMBERS L/240 2375 LAUREL AVENUE 5. SILL PLATE TO FOUNDATION ANCHOR'.AOE;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. TERMITE MODERATE TO HEAVY TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN.BOLT DIAMETER PREIDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS OF i" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 SOUTHOLD, NY 11971 PROVIDED WITHIN b To 12 INCHES OF' EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT ICE BARRIER REQUIRED YES BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'i IN GONGRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24 INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FOUNDATIONS. ANCHOR BOLTS SHALL. BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ON THE BUILDING. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MF'SON" MAY BE 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES CONSTRUCTION. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC REGULATIONS. TO 2011 NATIONAL ELECTRIC CODE, NFPA-TO AND 2020 NEW YORK STATE SPECIFICATIONS. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL DESIGN CHARTS ENERGY CONSERVATION CONSTRUCTION CODE. 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 5. NAILING OF ROOFING SHALL BE TO GORE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHAN&E5 IN DIRECTION STRUGTUR L DESIGN LOADS 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. COMPLETION OF WORK. 6. CORROSION RESISTANT II 6A6,E ROOFING NAILS AND 16 GAGE 5TAPLE5 ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "51MPSON" PERMITTED USE LIVE LOAD DEAD LOAD 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA '72: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER PAGE: FOOT. - GENERALLY,VERIFY OR PROVIDE: HARD WIRED T PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR SMOKE DETECTORS w/ BATTERY BACK-UP IN: 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER EXTERIOR BALCONIES 40 psf 15 psf MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: G-OO2Ol 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - DISH WASHER.........................................2" A. EACH SLEEPING ROOM - KITCHEN SINK........................................2" DECKS 40 psf 15 psf ■ THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - LAVATORY...............................................2" B. OUTSIDE OF EACH SEPARATE °'>LEEPIN6 SPECIFICATIONS OF THE PRODUCT BEIN6 INSTALLED - SHOWER/TUB..........................................2" AREA IN THE IMMEDIATE VICINITY OF PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN THE BEDROOMS (GENERALLY THE HALLWAY) '1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - TOILET.........................................................2 - LAUNDRY .................................................2" ARCHITECT - FLOOR DRAIN..........................................3" ATTICS WITHOUT 5TORACE (MAX CLEAR HOT < 42") 10 psf 15 psf DATE: 05/27/25 2 OF 21 G. EVERY LEVEL OF DWELLING GYPSUM WALL BOARD "SIMPSON"(BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) 8. ALL CONNECTORS SPECIFIED AS A SIMPSON TOP MOUNTED BEAM I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED b. ALL SYSTEMS TO HAVE ONE3" MAIN VENT STACK AND INCREASED TO 4" ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf COMPOUND METHOD. THROUGH ROOF. CODES AND REFERENCE STANDARD: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW PORK MEGHANIGAL, FUEL CAS: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 •T. PROVIDE FROST-PROOF HOSE B155 WITH EASILY ACCESSIBLE DRAIN 4 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/ THE OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE DRAIN GOOKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK NY5 MECHANICAL GORE AND FUEL 6A5 GORE DEEMED APPLICABLE. PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5LEEPING ROOMS 30 psf 15 psf 5. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM 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 ` ,v t. `may 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME STAIRS 40 psf 15 psf o`� 3 a ._''>.,`r',* LABELED, 4 INSTALLED IN ACCORDANCE: w/ MANUFACTURERS SPEC.'S 4 CODE. (WHERE APPLICABLE) AT HEAT PRODUCING EC�UIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL PAGED WITH BACK FLOW PROTECTION, IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION , �. ;' 11'�% <. FOIL TO BE PLACED TOWARD WARM 51DE, q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AF4PA) AMERIGAN WOOD COUNCIL (ANC). GUARDRAILS AND HANDRAILS 200 psf 15 sf '] P 7� , 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL p p �; -� 11 § `" • E, b F CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. C� r: ,, �c- SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE `1. F SUPPLY TO THE BURNER WHEN THE FLAM1= OR PILOT LIGHT IS EXTINGUISHED. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE WALL5 FROM 6" BELOW &RAPE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING CODE. f 7 >a TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBIN6. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 p5f 15 psf � ,, , 11 ` •` 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED FOUNDATION WATERPROOFING. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW PORK STATE � _ COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6AS CODE. �\ �, ,,., "• �`° z-!II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED "1 '0I--: .J. '' 11 S. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH } ALL OPENINGS, - cl R-50 FOR FLAT GEILIN65 NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"i NATIONAL ELECTRIC G t; � I� DUCTS 3"V 4 GREATER, LOCATED IN ATTIC: R-8 - 8.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 CODE, NFPA'10 AND 2020 NEW YORK STATE E NERGY CONSERVATION ASGE -i-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) : DUCTS UNDER VO, LOCATED IN ATTIC: R-6 6. FASTEN GYPSUM BOARD AS PER FASTENING 50HEDULE ON PAGE 6-003. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION 12. PER NY5 PG 425.4, A 4"xV CLOSET BEND SHALL BE AN ACCEPTABLE CONSTRUCTION CODE. DUCTS 3"O 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 *AN ADDITIONAL 5 PSF DEAD LOAD HAS BEEN ADDED TO FLOORS/GEILIN65 DUCTS UNDER 3"4', OTHER PORTION5 OF BUILDING: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. WHICH INCLUDE A COFFERED GEILIN6. SHOULD A HEAVIER COFFERED CEILING ASSEMBLY THAN THI5 BE DESIRED, CONTACT ARCHITECT. OLDOWN � -�- I L5 TYF 1 GAL NA I L I NB/STRAFF I NB FOR FA57ENINO 5GHEDULF A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FT/ SHEAR, � LATERAL W ND RES 15TANGE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, Q AND ROUGH OPENING FRAMING REQUIREMENTS) 0 "ALL STRAPPING TO BE (/4"x 20 5AU5E** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE w *U5E lociNAIL5 IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 20I8 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J ccc HOEDOWN 'A' HOEDOWN 'B' DESCRIPTION FASTENER SPEC. FASTENER Q � FGONNEGTION NA I L I NB B R I D AND QUANTITY SPACING 0FOUNDATIONSAT FOR NEW d EXIST. RAFTER TO RI DOE �ry ROOF i$ GE I L I N5 FRAM I N5 _ COO I.DIM's ARE ALL MIN.s's BASED ON USE OF ONLY A 16d "+-+ ENDwALL -~ CONNECTION: COMMON NAIL w/o PREBORED HOLES, i z O ENDWALL "" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE C-005 PER RAFTER O O N (5) 2x FULL (5) 2x FULL CORNER STUD „",,.--"" ,� �h 2 2. WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE a. '— 0 � HEIGHT STUD\ CORNER STUD HE STUD CONNECTED TO FOR STRAP - 5 8 d COMMON R.R. 2, SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER J015T T O V TRANSFER 5HEAR NAILS ® EA. END OF STRAP. CONNECTED TO 5.SHOULD THE HOOD IN USE PRESENT A SPLIT POTENTIAL O O TRANSFER SHEAR �Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL O "51MPSON" HDQS FOR ROOF SLOPES UNDER 5:12 WITH • • • • • • • • HOLDEN SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE C-005 EACH LAP m •Z Q0 2-I6d COMMON HOEDOWN ANCHOR ® 2-Ibd COMMON : . . . �., ROOF SPANS OF 24 OR GREATER, +� In LOCATIONS NOTED NAILS ® 6" O.G. d • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N NAILS ® 6" O.G. d ON PLANS 10" O.G. IF BLOCKED „..," USE 4 8 d COMMON NAILS ® EA. gp"• • • • � CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) a-Ibd COMMON EACH LAP O O � �10" O.G. IF BLOCKED CORNER P05T "" .» END OF 5TRAP. 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAIL5(TOQ a GCORNER P05T �» �- G.J G.T TIGHTLY BOND THE END OF THE NAIL TO A a0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-005 PER TIE THE ABOVE ASSUMES A RAFTER GRAPHIC BELOH) 'SIMPSON" HDQS ""`~ „ iv HOEDOWN ANCHOR ® 5PACING OF I6 O.G.; FOR 5PACIN55 b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END LOCATIONS NOTED OF 24•" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE �. ON PLANS ° a FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END GONNEGTION BI 4 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: CONNECTION: FOR NEW P. GONG. FOUND.'s /'""A ° ° FOR STRAP - 5 5 d* COMMON NAILS ® EA. 52:""�"�� TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT j HOLDOWN CAST IN PLACE w/ 7/5"4) THREADED ROD END OF STRAP. • . ■ . . U TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s "'�� • • ESEE WHEN IN TOWN OF I5LIP OR NAILING I • • "I/8 HOT GEOMETRY EXCEEDS THAT PERMITTED IN "� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • • • STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. CONCRETE w/ "51MP5ON" SET (HIGH STRENGTH EPDXY ---� BI . MAX. NAILING GRID ABOVE UTILIZE ADHESIVE), d FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT Y P5ON #H2A (OR EQUAL) RAFTER TIE(HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (PAGE-NAIL) Ibd COMMON I6" O.G. ALONG EDGES • • FOR TOENAILINO - 5 8 d COMMON NAILS ~»"» -•»» FOR EXIST. /NEW G.M.U. (GONG. BLOCK)FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUB • BOTTOM PLATE TO FLOOR J015T BAND J015T U w/-I/8"0 THREADED ROD GONNEGTION ~»~•-.. » • FOR G.J. TO R.R. - q I6 d COMMON NAILS REQUIREMENTS FOR 2-Ibd COMMON 12 PER FOOT RAISE O.J.'s A LEN E) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) APPLICf-FOLDOWN 'G' HOEDOWN 'D' 2 Ib d COMMON NAILS FOR G.J. TO G.J. - g I6 d COMMON NAILS FLOOR FRAMING FOR NEW 4 EXIST. sV V T� FOUNDATIONS FOR NEWLY POURED GONNEGTION GI 4 02 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-95d COMMON PER JOIST W FOUNDATION ® ONE STORY ONLY • V/ (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END Q HEIbFfT STUD CORNER STUD CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-95d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY ' "SIMPSON" HDQS (5) 2x FULL "•^^" �i2 »-- -- -- TO STUD GONNEGTION: BLOCKING To SILL or HOLDOHN ANCHOR® � 2-16d COMMON HEIGHT STUD "'" 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. d o TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 5 5 d'" COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAIL5 ® EA. END OF STRAP J0I5T ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER J015T FOR EA. PLATE TO STUD ABOVE I$ OR 2-I6d G ON - j ° j BELOW - 2 16 d COMMON NAILS BAND J015T TO J015T (END-NAIL) 5-I6d COMMON PER JOIST NAIL5 ® " 0.�. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I(od COMMON I PER FOOT - ROOF SHEATH I N5 ° a STRUCTURAL PANELS: SOLID a ° INTERIOR ZONE 5d COMMON b" EDGE / 12" FIELD z a "SIMPSON" 5T D14RJ GONNEGTI ON D I I$ D2 BLo KIN6 PERIMETER EDGE ZONE a 5d COMMON 6" EDGE / b" FIELD 0 HOLDOWN INSTALLATION OPTIC)N5:: m EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ 8d COMMON 4" O.G. 2 W UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s „„� • HOLDOWN CAST IN PLACE w/'i/5"4) THREADED ROD N c AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO m z M FOR EXIST. P. GONG. OR TIEWLY GURRED FOUND.'s -1/5110 THREADED R017 (PRE-DRILLED) EMBEDDED 12" INTO PLA7E(5) CONNECTION: D2 CONCRETE w/�! i1vP5ON" FEZ(HIGH STRENGTH EPDXY � 112 IN.�M � -... --....--»-. I " FIELD w o Z 0 GYPSUM WALLBOARD 5d COOLERS '1 EDGE / 10 ADHESIVE), d FOR TE:MR's O°F-40°F USE "51MPSON" AT CORNER FOR STRAP - 3 8 d COMMON NAILS ® EA. 0 (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR • Ir . _ END OF STRAP (WRAP STRAP UNDER SILL PL) c~i SPECIFIED ON D I `. „ ° WALL SHEATH I N5 n FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN o o FOR EA. PLATE TO STUD ABOVE $ OR BELOW - "' I p w/"I/5"m THREADED ROD ° 2 16 d COMMON NAILS STRUCTURAL PANELS 6d COMMON 6" EDGE / 12" FIELD Z o ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD v FLOOR CONNECTION w/ # LP74 SIMPSON (OR --»-»»»- STRAP w/C3) I 5d COOLERS '1" EDGE / 10" FIELD N \ ° ° -""~~•• "� 8d NAIL5 m EA.END EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TO w m 0 NAIL NB/5TRAFF I NC ® WINDOW/DOOR HEADER 5TANDARD/ALTERNATE `�»� EA.J015T-(FOR FEOOR SHEATHING (BUBFLOOR) o ALTERNATE USE 51MP50N H2.5A) NOTATION: A - NUMBER OF 5d NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 3.1,P. 15a);WHEN STRAPPING STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE SIMP50N CSIb STRAPPING (OR EQUAL). GONNEGTION E „...-•-•••• I" or LESS: �� �� �ii I ei Sd COMMON 6 E:DGE � 12 FIELD B - NUMBER OF 51LL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WLO FGM,TABLE 3.23B,P. 2aU „-„"""w„ . GREATER THAN I": IOd COMMON b" EDGE 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2015 WFGM,TABLE 323G,P. 2a2; „,.. - 04 I 0 ALTERNATE AS PER TABLE 3.23D,P. 2a3) - NAILING REOUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" 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 IS REDUCED. a (2015 WFGM,TABLE 3.1,P. 15a) PLATE(5) GONNEGT ON FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER 0 `i O G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2016 WFGM,TABLE 322F,P. 255) ° ° ° ° ° ° SHEAR CAPACITIES, NAILINS REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS m EA. END OF 3-PLY HEADER(2015 WFGM,TABLE 3.22F,P. 255) ° a ° °q ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. 51PE < ° a, ° ° ° a °a 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. B E (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.5,P. Ial) -» " ° ° ° 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B »~ ^-»,»��y ° as ° END OF STRAP (WRAP STRAP UNDER BILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE LAU R EL AVEN U E F ROUGH OPENING FRAMING REOUIREMENT5 FOR WINDOW/DOOR OPENINGS ° d° °° d ° (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) .,���' 9° FOR EA. PLATE TO STUD ABOVE � OR BELOW - USED. '»'~~ 2 16 d COMMON NAILS LOT 1. A NOTATION 51 ONAOE FOR TRUSS TYPE, PRE-EN51 NEEREID MAX ROUGH A B G D (2 PLY (3 PLY F WOOD, AND/OR TIMBER GONSTRUGTION OPENING THE FOLLOWING SI&NAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2375 LAUREL AVENUE 2'-O" 5 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, NY 11971 I I 2 I I 2 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 I 2 5 2 2 5 c.��L I I NB O TOLAT SABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE •J 5RAGIN5/57RAPPINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. b'-0" '51 1 5 4 5 2 4 FOR RAKES 12" OR HOEDOWN ANCHOR BOLT TOP PLATE 5LOGKIN6 2 LESS PROVIDE 5'-0" 12 2 5 5 4 5 5 5PLIGE —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® <TO LOGKIN6® 12" O.c. CONSTRUCTION TYPE DESIGNATION SHALL LENG FOR WIND - EXPOSURES B 8 G - FOR WIND - EXPOSURES B$G - TH I 4'-0" O.G. AGHEIVE RAKE OR BE "1" "II" "11I", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS 10'-0" 14 2 4 6 5 5 6 ALL OTHER GASES ONE STORY SLAB ON &RAVE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-0" 16 2 5 8 6 4 8 BUILDING MINIMUM SPLIGE BUILDING MINIMUM SPLICE THE NYS BC. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT) TYP. STRAP w/(5) PAGE: 5d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 21-O"/2'-6" 12'-0" 3'-0" OF EA. STRAP #4 01 6" DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, Ib'-0" 51-011/3'-a" I6'-O" 4'-0" ATT1G PRE-ENGINEERED WOOD, OR TIMBERG-003m0l _ ANGHOR BOLT 5i=EG I F I GAT I ON5 CONSTRUCTION AS FOLLOWS: 20'-0" 4'-O"/5'-O" 20'-0" 5'-0" - "F" = FLOOR FRAMING, INCL.UDINS BLOCKIN6 2 BAYS GIRDERS I$ BEAMS SPECIFICATION (2018 WFGM TABLES 5.2A 8 5.25, P. 157-I(00) 24'-0" 4'-0"/5'-0" 24'-0" 6'-0" BACK® 4-0" o.c. - "R" = ROOF FRAMING CORNER sa" — - "FR" = FLOOR 4 ROOF FRAMING DATE: 05/27/25 3 OF 21 CONDITION FOR ALL STRUCTURES: ANCHOR BOLTS 0 5a" O.G. 28'-O" 5'-O"/6'-3" 28'-O" '7'-0" b'-O"!1'-6" 52'-0" iv SECOND FLOOR T 56'-0" '1'-O"/8'-a" 56'-0" a'-O" N OTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE BLO „ „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O /IO-O 40-O III-oil r;�•�"' �?`r I. MIN. 7 EMBEDMENT INTO CONCRETE GKIN6 2 BAYS • PROVIDE AN EQUIVALENT NUMBER OF NAILS '• w/ 3" SQUARE WASHERS AND END NUT SETUP• BACK® 4'-0" O.G. • . ` ' ,°�; r , '�. `'•f . END 2.TABULATED SPLICE LENOTH5 A55UME A BUILDING LOCATED 50'-0" 10'-O"/12'-6" 50'-O" 15'-0" CONDITION 15„ 'EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 6 FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE J';rti<•. "` % ` �=+ �``` iv TOP TWO COURSES SOLID 5d NAILS EA. END • .•" �; C T 3.TABULATED SPLICE LENOTH5 ARE BASED ON 6 FOOT HALL 60'-O" 12'-0"/15'-0" 60'-O" I6'-O" OF EA. STRAP '' ' :fl HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; }�} s_ ` „ PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEI6HTS MULTIPLY THE ABOVE '70:_O„ 141_O,1 -IO,_O„ IQ,_O,: FIRST FLOOR o as r. _ !NOTED MIN.SPLICE LENGTH BY THE FOLLOHIN6 FACTOR 80'-O" I6'-O" 80'-O" 22'-O" 4 r r (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" - ,:�rs,, • REFLECTIVE ' k.;tr• ` t�r FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL - 1.125 REFLECTIVE (SEE D I A&RAM TO LEFT) IO'HALL- 1.25 BLOCKING 2 BAYS RED PANTONE WHITE II'HALL - 1.5'15 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL - 1.5 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL OE I ` ER/'�L 5 I �550L <E I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a_ � WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.G. NEw FOUNDATION WALL cu Lu M 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED El POST (2) 2"x4" STRUCTURAL Lo WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL C '- POST FOR 6" WALLS), U.O.N. _ } 0 NEW 2-HR FIRE RATED _ WOOD FRAME (L.G. 5TL. i m p N Z O WHEN APPLICABLE) CL Lo c 2x � N FOUNDATION PLAN NOTES p 0 p 4-J -c , 0 m -Z AS PER COVENANTS d RESTT-:ICTIONS DATED 57H CV OF MARCH 2O25: Q O I. ALL UTILITIES, INGLUDINO BUT NOT LIMITED TO ELECTRIC, OAS, TELEPHONE, GABLE AND WATER,MUST BE LOCATED UNDERGROUND 2. UNDERGROUND STORAGE TANKS ARE PROHIBITED, EXCEPT THOSE WITH SPILL, OVERFILL AND CORROSION PROTECTION REQUREMENT5 IN PLACE W Oj COMBINATION BOILER NEW RINNAI 11200 GONDEN51N6 PROPANE WALL-HUNG COMBINATION BOILER (OR APPROVED EQUAL). I. VENT THROUGH WALL No X 5). \-BACKFILL 2. F.A.I. THROUGH WALL. 5. INSTALL PER MANU. SPEC.'S r , nv1 • � W NEW MECH. AREA: O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 5PEC.'s - - - - - - - - - - - - - - - - - - - - - - - - - <, 2.MAINTAIN 5O"x50" CLEARANCE IN FRONT OF MECHANICAL • UNITS AS PER NY5 MG 506.1 5. MAINTAIN ALL APPLICABLE VENTING CLEARANCES REQUIRED PER NY5 MG 604. - - - - - - - - _ i m 4.IF APPLICABLE,DISCONNECT, REROUTE, 4 RECONNECTQ r , EQUIPMENT TO EXIST. PIPING AS REQ.'D. `f /I m I TYPICAL MECHANICAL AREA NOTES: KM y I. FOR HD. FR. FLOOR - PROVIDI° 1/2" GONG. BD. BY _ "DUROCK" (OR EQUAL) • 2. FOR KM. FR. WALLS - PROVIDE (1) LAYER OF 5/5" - - - - - - - - - - - - - - - _ - - - - V J TYPE "X" 6YP. BD. UL U505 (OMIT ON GONG. WALLS) n, 5. WHEN NEW, INSTALL FURNACE/EOILER AS PER MANU. I "' BURIED PROPANE LINE SPEC.'S AND AS PER NY5 MECH. AND FUEL OAS CODE _ 4. WHENEXIST., � - - - - - - - - - - - - - - - - - - - - MEGH. EQUIP. SHALL BE VERIFIED THAT � � � - � IT CONFORMS TO NYS MECH. A40 UEL CODE 5. COMB. AIR VOLUME AS PER MANU. S 5PEG.'s PROVIDE - - - - - - O- - - - - - -O - - - - - I �- FRESH AIR INTAKE FROM EXTERIOR L - J L - J b. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL L- L EMEROENCY SHUT OFF SWITCH L I T. FOR OAS SERVICE, PROVIDE ETAS SHUT OFF SWITCH - I 6. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER CLEARANCES AS PER CODE 01. PROVIDE 5" FLOOR DRAIN IF REOD BY EQUIPMENT d CONNECT TO SANITARY 5Y5TEI-I AS PER NYS Q PLUMBING CODE - - - - - - - - 10.APPLIANCES JOINED THROUGH A COMMON NATURAL - �- DRAFT VENTIN6 SYSTEM SHALL COMPLY WITH ALL \5EE SITE PLAN SECTIONS OF 2020 NY5 RG G:2427. °• ' S I I PROPANE TANKFOR LOCATION O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 3 HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. BASEENT 2.INTERCONNECTION BETWEEN NEbN $ EXISTING DEVICESSHA UNCONDITIONED; ARE LNO�NTERGOT BE QNEGETED, A5 PERINYS R314.4RM5 SM/GO UNFINISHED SPACE O 3.PER PROVIDE PETECTCR5 AS INDICATED, NOTES ON PAGE 6--002�D ® ® - - 9'-OHOTEIL. 0 O N 4 MAINTAINSMOKE / CO DETECTORS TO HORIZONTAL SEPARATION FROM5UPPLY/RETURN DUCTS I a 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. K I ° �t O m Z 5.INSTALL ALL A5 PER MANU, SPEC.s 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR N IN COMPLIANCE WITH LOCAL CODE _ - - J Q - w z �FREEEE:-PR©O�H©SE�BIE3� A-502 j °• A 302 g z O FASTENED w/MASONRY ANCHORS (PRECISE I ~ O LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) - - - a' L)ELECTRICAL PANEL: - - w OELE07RICAL ALL INSTALLATION AS PER Y5NEELECTRICAL CODE. I 4'-6" I I'- I Z z IZLI BURIED PROPANE TANK: U O6 I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK = I I _ _ _ _ _ I ~ O N 2.INSTALL AS PER MAU. SPEC.'S I 003 I I - - I- O 5.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY 8 STORM 77� L - - - - • - I I I _ Q [] WATER STRUCTURES, 4 BURIED UTILITY LINES;REFER TO -I O ~ aa SITE PLAN FOR INSTALLATION LOCATION. 4-O OWATER HEATER 71 NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. - - - PROFANE WATER HEATER (OR APPROVED EQUAL). i� j�� --�71 Lo I. VENT THROUGH HALL. \ 2. 3.INSTALLI. PER MANUL SPEC.'S O NEW UPLu / -- \� L 001 (14) Tr 0 II' �// \\� j O O DOOR NOTE: - - -J O6 I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR E:QUAL). O PROJECT: - 1 � 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT - - - - - - - - - - - LA U R E L AV E N U E ON PLANS BY 'THERMAT'RU', 'AN'DERSEN' (OR EQUAL). 002 NOTE DOES NOT INDICATE 3 EH DOOR PROPOSED;SEE DES 6NATION5H$NDOOR SCHEDULE. 4 PLACE WALLS,DOU.00RS 4" MIN. FROM PERPENDICULAR HALLS, - - - - - LOT „j I� am 5. INSTALL AS PER MANU SPEG.'s I 4 6 6. SEE PAOE 6--005 FOP, ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. LL - WINDOW NOTE: A ELECTRIC E LIE 5 I 2 a L .-` -I GARAGE SLAB -i 2375 LAUREL AVENUE qO I. ALL EW WINDOWS 4 DOORS 514ALL BEM RVIN CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). SOUTHOLD, NY 11971 INSTALL AS PER MANU. SPEC.'S, 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 5EE DE5IGNATION5 4 WINDOW SCHEDULE. ' 5.FOR SUBSTITUTIONS, SEE NOTE :#q IN "GLASS WINDOWS �. °- - - - - - - - - - -i PORCH ABOVE I I DRAWING TITLE: AND DOORS" ON PAGE 0-002. 4.ALL CASEMENT WINDOW5 TO HAVE STRAIGHT ARM HINGE. T z. PROPOSED FOUNDATION PLAN S. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH °.. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: J 6.1. FOR ALL 5KYLI6HT5 $ OPERABLE PANELS OF ° SWINGING, SLIDING, 4 1511=01-D DOORS L I - - O r� 6.2. WITHIN 16" OF F.F. '.��=''• L- - - - - - - - -r- - - - - - - - - - - 6.5. WITHIN 24" OF A DOOR 6.4. WITHINSTAIRWAY54 WITHIN56" OFALANDINO - - - - - - - - - - - - - - - - - - - 6.5. WITHIN TUB/SHOWER ENCLOSURES - - - - - - - - - - - - - J L � - 6.6. SEE AL50 GENERAL NOTES ON PACE 6-002 1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 4 PAGE: WINDOWS (TYP. FOR ALL) U.O.N.; PROVIDE AT A MINIMUM f Y (2) 2"xIO" HEADER U.O.N. �51EPTIC CONNECTION Q 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER -10 lo 0 1 NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" + a + I i m L- - - - - - - - - - - - - - - - - - - ABOVE GRADE OR THE ADJACENT SURFACE AT THE � Q - - - BUILDINO EXTERIOR. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING DATE: 05/27/25 5 OF 21 CODE, SECTION R510.2.1;THE FOLL.OWIN6 MEANS OF WATER SERVICE LINE EGRESS SHALL BE FOLLOWED: _ 0 NET CLEAR OPENINe........... 5.1 S.F. n NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM l0 ON TE APRON I. PROVIDE GOBBLE STONE APRON SLAB TO TRANSITION SMOOTHLY FROM SLAB EL. TO GRADE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 / 5. CR055 SLOPE MEASURED PERPENDICULAR TO TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 (2% SLOPE) 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE i RCF05EI ) FOUN AT I ON PLAN z PROVIDE (2) NEW FURNACES: n ,' 1. UNITS BY "RHEEM" OR APPROVED EQUAL 2.PROVIDE 4 TON UNIT FOR I5T FLOOR ZONE I d ZONE + / II 14°SCALE: I 2";UNIT LOCATED IN BASEMENT 5.PROVIDE 5 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN ATTIC 4.VENT THROUGH WALL SEE FAOE A- 1 O4 FOR I$ DOOR 5CHEDULE- 5. F.A.I. THROUH WALL 6.INSTALL AS PER MANU. SPECS. 0ENE AL 5Yl� 50L Y _ EXISTING TO BE DEMOLISHED V400D FRAME (L.G TL. Q EXISTING TO REMAIN WHEN APPLICABLE) p Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu f>3 STL. WHEN APPLICABLE) ('7 Q :t (V NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL � W WOOD FRAME (L.G. STL. El POST FOR 4" WALLS b� WHEN APPLI,'�ABLE) (MIN. (2) 2"xb" 5TRUGTURAL O POST FOR b" WALLS), U.O.N. - } C WOOD FRAME(RATED L.G. STL. N 75'-O" O O N z O_ WHEN APPLICABLE) b'-o° a - I N FLOOR PLAN NOTES o c ON O c DOOR NOTE: A/G CONDENSERS: *� NATURAL LIGHT & VENTILATION Q O CL 2 O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE (1) NEW 4-TON A/C CONDENSER BY "RHEEM" ® (HABITABLE 5PACE) ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 # 2 a 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/G CONDENSER BY "RHEEM" m FLOOR AREA 251 S.F. ON PLANS BY 'THERMATRU', 'ANDE',5EN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER 5PE05. - n 1 PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND $ PROVIDE &ROUND 0' PATIO S.F. REQ. S.F. PROV. (D 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WE16HT RATING 0 LIGHTING;MIN. 8'I6 WALLS, U.O.N. SUFFICIENT TO ACCOMMODATE &ROS5 WEIGHT OF OF FLOOR AREA 16.5 S.F. 62.5 S.F. 5. INSTALL AS PER MANU SPEC.'S CONDENSER. 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS VENTILATION;MIN. 1. 5EE PAGE 6-005 FOR ALL OTHER FRAMING APPLIANCE,AND AT LEAST 3' FROM WINDOWS/DOORS 45� OF FLOOR AREA q 25.F. 14.05.F. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. 3'-8�/2" 3'-6" 3'-6" 3'-by2" OSTAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNAGE5: _ U 2 I. ALL NEW STAIRS SHALL HAVE MAX. b-1/4" RI # MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL C / C - O • Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR IST FLOOR "ZONE 1" d "ZONE n 1 2. GREATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT Q W NOT EXCEED THE SMALLEST BY 114ORE THAN ". 3. PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 1O6 t , 3. HEADROOM IN STAIRWAYS SHALT_ BE AT LEAST 6'-b"• ATTIC I 4 10-10" 25:_p • -J 4. STAIRS SHALL HAVE THE FOLLOININ6 CLEAR WIDTHS: 4.VENT THROUGH WALL 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 5. F.A.I. THROUH WALL - 4.2. BELOW HANDRAIL, RAIL ON ONE 51PE: 31.5" MIN, 6.INSTALL AS PER MANU. SPECS. m rL rL I6'-5" '7'-0" 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'i" MIN.5. HANDRAIL5 SHALL BE PROVIDED ON NOT LESS THAN 13 NEW 4"xV ALUM. DOWNSPOUT (TYP.) WHITE NATURAL LIGHT VENTILATION LIVING ROOM = 3'-b" 4'-5"ONE ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR (HABITABLE SPACE) s56.4 S.F. QL O U OR MORE RISERS, AND WHERE Sf4OWN ON PLANS. 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 0 ry G � CT WALKING SURFACES LOCATED MORE THAN 50 ABOVE 14 NEW LAUNDRY CLOSET/ROOM: FLOG AREA I8o S.F. FINISHED FLOOR OR GRADE, d 1^IHERE SHOWN ON PLANS. I. NEW WASH /DRY HOOK UP • - 2.COORDINATE LAUND. ROOM # DOOR DIM.'s 0 NATURAL LIGHT VENTILATIION "1. 42" HIGH GUARDRAIL SPINDLE SPACING NOT TO w/SIZE OF EQUIP. S.F. REQ. S.F. PROV. E, a13 ALLOW PASSAGE OF A 4 4) SPHERE;36' HIGH -1 f- - HANDRAIL a SPINDLE 5PACING NOT TO ALLOW 3. PROVIDE HOOK UPS AS REQ'S PER MANU. LI&H IN6;MIN. 5% (HABtT,4BLE SPACE) PA55A&E OF A 4" 0 SPHERE. OF F OOR AREA 14.4 S.F. 0.0 S.F. x o i cV b. ORIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: FLOOR AREA IIO-T S.F. ry . RAILING TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR VENT 45Y, OF ; '1 W CI. 2 DUCT HALL T 3ERMINATE MIN. -O FROM ANY FLOOR AREA .2 S.F. O.O S.F. 16 ZQ S.F. ROV. I ® T OPEN 3.DUCT SIZE AS PER MANU. LIGHTING;MIN. -J -1 - m ® SPI�DLTES�ADS, RISERS TOPRAIL; METAL 12'-2" OF FLOOR AREA - -cv VENT 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER bb.b S.F. 3 4.0 S.F. ( ? 8 iV 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN GL I -� �- - - - - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO VENTILATION;MIN. 445 S.F. ?4.b S.F. - 0 0 m ry CIE CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Z 4% OF FLOOR AREA p` �S WOOD TREADS, RISERS 4 TOPRAIL 4 SPINDLES SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO Q B A A B �t `r 5 i EXCEED b FEET AND SHALL BE LISTED AND LABELED X _ i-I - - - I -_ - - - - - - - J BEDROOM 2 SMOKE DETECTOR / GO DETEG7'OR NOTES: IN ACCORDANCE WI TH UL 2155A. O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 3 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I ° O 2sL8 S.F. BATH. 2 O• SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION of AIR FLOW. EXHAUST c' KITCHENL - - - -I - - - J - - 60 5.F. HARD WIRED TO EACH OTHER w/ E3ATTERY BACKUP. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ry 2 to S.F. - 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES SCREWS , SHALL NOT BE REQUIRED WHERE E:XI5TIN& ALARMS '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER DINING ROOM I C - 1 ry O z ARE NOT INTERCONNECTED, AS PE'.R NYS R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE B BEDROOM I sl�s 5F (� - i- z 3. PROVIDE SMOKE/Go DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 IbO.9 S.F. & 3 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 100 1- -4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - - - - - -As) dJ • HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. ® - 110 SM/lo b 112 O 8 OPENINGS TO BATHROOMS w/SHOWER OR TUB. F` _ rp - Z S. INSTALL ALL AS PER MANU. SPEC.s 52 2 ry 0 -6. SMOKE DETECTOR AND CARBON 1-10NOXIME DETECTOR THERMOSTAT: ry `ti O N IN COMPLIANCE WITH LOCAL GORE 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: - ^( / b CL-JCL 4' WINDOW NOTE: - ZONE 2:SEGONDRST ��OOR O I 3_5 • 4" ry _ O4 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN A-502 m Z CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). 2. H.O. F. SELECT MODEL; INSTALL AS PER 'i A-3o2 W 3 INSTALL AS PER MANU. SPEC.'S MANUF. SPECS ry I 3 ATH. 5 - Q fD�J I�----1"1-b 4-O _ 2b.4 S.F. Q Z 2.NOTE DOES NOT INDICATE EACH i`E=W WINDOW PROPOSED; , f `J - - 5EE DE516NATIONS b WINDOW SCHEDULE. Q IS `t Z 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS NEW GAS FIREPLACE INSERT. CONNECT AS PER `t : SM/GO IH t- '7'_0" f- 0 AND DOORS" ON PAGE 6-002. 16 MANUFACTURER'S SPECIFICATIONS AND NY5 STATE 6'-5" 7'-10" m b W I•G Q F- 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY 1`--3'-10" 5?.5 S.F. NT d 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. Lu 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 2 b'_p, 3 3 - - - ry _ VENT N 6.1. FOR ALL SKYLIGHTS $ OPERABLE PANELS OF - „ SHELVES 6.2. W TIH NI 8,� D1�6, BIFOI_D DOORS I7 • 103 3 3 4 I 1_p _ T-q i -ry J U ELECTRICAL METER: . , iv p 6.5. WITHIN 24" OF A DOOR O INSTALL NEW ELEC. METER AS PER NY5 MECH. GORE, +€ I.G 5M/GO O I'1 RI t'1 125 Q 2_p d , 5M/co PANTRY= N N UTILITY GO. STANDARDS sq S.F. NEW DN , m.5 S.F. „ Z 6.4. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING (14) Tr a II in 13-2 6-10 w 6.5. WITHIN TUB/SHOWER ENCLOSURES - - 2B s - - - E Q 0 6.6. SEE ALSO GENERAL NOTES ON PACE 6-002 ' V 20'-0" 2 F- 7. SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND IRRIGATION, LAND50APING AND FERTILIZER - - - - - - - - - - x 14 m � 0 Z WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS $ RESTRICTIONS 3'-6.1 (2) 2"xIO" HEADER U.O.N. DATED 5TH MARCH 2025: _ = I'1 RI tb.0" �(q�J ry OG NEW UP - / v r - - - - - - - - - - - - - -� 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 102 (14) Tr II" Q = NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT ' `r .1�3'-II" T LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" OVER-WATERING �D 104 3-O I •t �T MUDROOM 0 Lo ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC, FERTILIZERS, HERBICIDES OR � G OYER A-4ol z _ N N I-q 1 4"� 130.5 S.F. lOq.3 S.F. \ \ BUILDING EXTERIOR. PESTICIDES 15 PROHIBITED 4-O , N 3.THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS ARE I d Q \ \ EGRESS NOTE: REQUIRED IN LANDSCAPINGIN COMPLIANCE V41TH O 106 CODE,SECTION R310.2EI THE FOLLOWTN&MEANS OF 4.THE USE OF FERTILIZER PRODUCTS CONTAINING 6ILDINO '-O" 105 0 2 2'-O" 14_3 `f° 114 it EGRESS SHALL BE FOLLOWED: NITROGEN, PHOSPHORUS OR POTASSIUM IS PROHIBITED m PROJECT: BETWEEN NOVEMBER I AND APRIL I - �i NET CLEAR OPENINO........... 5.1 S.F. 5 �TR06E NLY �IS NO MORE THAN 2% OF THEANIC FERTILIZERS NHERE THE WTO RESOLUBLE 5-2 I 101 NET CLEAR HEIGHT............... 24 MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS rL G 5 L - - - - - - - - - - - - - - - _ LA U R E L AV E N U E NET CLEAR WIDTH................. 20 MINIMJM 0 / v 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE , FEET IN ANY ONE APPLICATION, WITH A CUMULATIV dJ NEW UP TYPICAL BATHROOM NOTE: APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 \\� LOT 1 O I. WALL BOARD I'I SQUARE FEET PER YEAR 15 PERMITTED I.I. INSTALL MOISTURE RE515TAI lT GYPSUM BOARD IN p 12'-"1" _ - _ - - - - - - - - - - - - '1. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS -4 BATHROOM I _ ry in ry Q ALL BATHROOMS ' PROVIDE - - - - - - - - - - - - - - - - X41 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 15 PROHIBITED UNLE55 ESTABLISHING A NEW LAWN OR A II �t 92."1 S.F. 2"X6" p T III cV ry SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE `EN - - - - TUB SURROUNDS ENOUGH PHOSPHORUS 5 WALL FOR 2. SHOWER FLOORS b.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS PLUMBING - DEN 2 GAR GARAGE 2375 LAUREL AVENUE 2.1. NEW TILE FIN15H(H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP 5bb S.F.- - - - - - - - - 2.2. CONCRETE MUD-SET(SLOPE i/b" PER FOOT SOUTHOLD NY 11971 TOWARDS DRAIN) UPON 2.5. FLOOR, WRAP DRAITER PROOF N 4 ATLEAS RANE To TIb""U PHONERHALLS 18 GUTTER HIGH POINT (TYP.) O 5-�2 ry G NEW EXHAUST FAN SHALL BE INSTALLED WHERE DRAWING TITLE: O6 VENTILATION 15 NOT MET BY MEANS OF NATURAL HIGH EFFIGIENGY LAMPS: CIRCULATION THROUGH WINDOWS OR DOORS TO cIO% OF THE PERMANENTLY INSTALLED NEW LI&HTIN& PROPOSED FIRST FLOOR PLAN OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, ID 405.5.2.5; INSTALL AS PER MANU. 5PE05 AS PER 2020 NY5 EGG R404.I # Li NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: � G D G O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG 8" b 6'-II" 6'-g�2" 4 ONEW FLOOR: R403.4 $ R403.5: :fl PAGE: I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE $ SCREW); I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 15'-O" SCREW PERIMETER OF SHEATHING b" O.G. $ 12" O.G. ® FLUIDS MECHANICAL OR SYSTEM F INO C4) ll INTERIOR. A-102m0ml 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER E E E 3. PIPING SERVING MORE THAN (I) DWELLING UNIT NEW TILE FLOOR: " " P P 6 LOCATED OUTSIDE CONDITIONED T ONED SPACE - -5-8 - - - 6-3 - O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION L - - - - _ - - - - 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON MANIFOLD 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 6. PIPING LOCATED UNDER A FLOOR SLAB 'I. BURIED PIPING DATE: 05 27 25 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); b. SUPPLY $ RETURN PIPIN6 IN RECIRCULATION SY5TEM5 p / / 6 OF 21 5GREW PERIMETER OF 5HEATHINO b O.G. d 12 O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. T m INTERIOR. Q to NEW ATTIC, AGGESS - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS $ FLOOR: 1. MIN. 550 # CAPACITY FILL INTERIOR WALL5 4 FLOOR WITH INSULATION TO 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") PROVIDE A SOUND TRANSMISSION GLASS (STG) FOR 3. DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN '15'-0" 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-41 ACCORDANCE WITH A5TM E clO. INSULATION ABOVE w/PC. FR. (OR EW BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE L�L� i� �`'� LAG I �I THERMAL ENVELOPE OF BUILDING). I- I�OI- OSEr7 F I R5T FLOOR FLAT � 5. INSTALL AS PER MANU. SPEC.s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 21502 S.F. H �I TABLE Si� G 04� S.F. C fi�OSSiZ SCALE: 1/4" I'-O" .�_ \ ' SEE f=AOE A® O4 FOR N I NDON 0 ENE AL 5**%r � 50Ls <Ff r : _ EXISTING TO BE DEMOLISHED F 9 NEW PARTIAL HEIGHT d WOOD FRAME (L.6. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu Lu NEW WOOD I=RAME (L.6. NEW FOUNDATION WALL J cc 5TL. WHEN APPLICABLE) t'7 Q +-' CV NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 57RUCTURAL .O ul bl WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. - O NEW 2-HP, FIRE FIRE RATED 4 � � (D WOOD FRAME (L.G. 5TL. p O N Z O WHEN APPLICABLE) - ' Ln V-I. c X :3 N O O O .I-J FLOOR PLAN NOTES -J ON Lo O -J DOOR NOTE: A/C CONDENSERS: Q O. O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE (1) NEW 4-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 8 2 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. n , PROPOSED;SEE DE516NATION5 6 DOOR SCHEDULE. 4.INSTALL UPON LEVEL 6ROUND b PROVIDE GROUND t1J 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) H/ WE16HT RATING WALL5,U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF 5. INSTALL AS PER MANU 5PEC.'s CONDENSER. 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS 1. SEE PACE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOW5/DOOR5 ELEMENTS AROUND DOORS (TYP. P'OR ALL) U.O.N. WHENEVER POSSIBLE. �J OSTAIR $ RAILING NOTE: PROVIDE (2) NEW FURNACES: I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI b MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE 1" d "ZONE n 1 2. 6REATEST RISER HE16HT IN A FL.16HT OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT (D I m M NOT EXCEED THE SMALLEST BY MORE THAN J". 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN (V Q (LTL Jl 3. HEADROOM IN STAIRWAYS SHALL_ BE AT LEAST b'-8". ATTIC 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 56" MIN. 5. F.A.I. THROUH WALL NATURAL LIGHT 4 VENTILATION 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. (HABITABLE SPACE) NATURAL LIGHT VENTILATION 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDE5% 27" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 13 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) WHITE 2-1'-'I" (HABITABLE 5PAGE) r , ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING FOUR FLOOR AREA 550 S.F. v OR MORE RISERS, AND WHERE SHOWN ON PLANS. i / LOOR AREA 2011 S.F. GUA RDRAILS ARDRAILS SHALL BE PROVIDED FOR OPEN-51DED S.F. REQ. S.F.5F PROV.LAUNDRY GLOSET/ROOM: WALKING SURFACES LOCATED MORE THAN 30" ABOVE O FINISHED FLOOR OR GRADE, d VIHERE SHOWN ON PLANS. 14 I. NEW WASH /DRY HOOK UP © © LIGHTING;MIN. 89b i m S.F. REQ. S.F. PROV, 1. 42" HIGH GUARDRAIL # SPINDLE SPACING NOT TO 2.COORDINATE LAUND. ROOM d DOOR DIM.'s - 25.0 S.F. 86.4 S.F. m OF FLOOR AREA Q ALLOW PASSAGE OF A 4" 0 SPHERE;36" HI6H w/SIZE OF Eau1P. NATURAL LIGHT 4 VENTILATION / LIGHTING;MIN. 5% 3.PROVIDE HOOK UPS AS REG S PER MANU. �i 16.7 S.F. 24.2 S.F. n HANDRAIL +€ SPINDLE SPACING NOT TO ALLOW (HABITABLE 5PAGE) / VENTILATION;MIN. OF FLOOR AREA W 4% OF FLOOR AREA 14.0 S.F. 23.0 S.F. PASSAGE OF A 4" 4) SPHERE. VENTILATION;MIN. Q 8. 6RIPPABLE RAIL AS PER GORE. DRYER EXHAUST NOTE: FLOOR AREA I'I3 S.F. g. RAILING d TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR xx 45Y� OF FLOOR AREA 8.4 S.F. 23,0 S.F. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY CL OPENIN65 S.F. REG. S.F. PROV. B B ® WOOD TREADS, RISERS 8 TOPRAIL; METAL 3.DUCT SIZE A5 PER MANU. 4.DUCT SHALL BE EQUIPPED H/A BACKDRAFT DAMPER LI6HTIN6;MIN. 5% cV SPINDLES 13.8 S.F. 41.0 S.F. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN OF FLOOR AREA p CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO VENTILATION;MIN. m CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM b.g S.F. 36.'7 S.F. 2B WOOD TREADS, RISERS $ TOPRAIL 8 SPINDLES SHALL BE LIMITED TO SINCLE LENGTHS, NOT TO 4% OF FLOOR AREA g' UNFIN/ EXCEED b FEET AND SHALL BE LISTED AND LABELED GEIL. H6T. NHAB SMOKE DETECTOR / CO DETECTOR NOTE5: IN ACCORDANCE WITH UL 2158A. f SPACE O3 I. CONTRACTOR SHALL PROVIDE COVE COMPLIANT 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 45.6 S.F. SLOPING SLOPING METAL H/SMOOTH INTERIOR SURFACES W -ITH JOINTS cV GEILIN6 GEILIN6 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST m HARD WIRED TO EACH OTHER H/ BATTERY BACKUP. d DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 12'-2" 10'-3" SLOPING - 2.INTERCONNECTION BETWEEN NEW 8 EXISTING DEVICES SCREWS 5'-by2" 3'-3" 3'-3" 5'-by2" 7 GEILIN6 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ?. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER ARE NOT INTERCONNECTED, AS PER NYS R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 H H B B / / A . }{ PER 6ENERAL ELECTRICAL NOTES ON PACE 6-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 110° 204 4 dORIZON65L SEPARATIONBATHROOMS FOM5UPFL O TURN DUCTS NOT INCLUDE THE TRANSITION DUCT. - 14'-O" _ _ _ - - - 21-10 _ 2' I" A 7'-�" - - - - N TO MAINTAIN 5' MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES r Hu TO of - - _ y2_ 5" s �TRN SLOPIN6 ZO S. INSTALL ALL AS PER MANU. SPEC.s , .6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR "" 4 q'_0 GEILIN6 Z N IN COMPLIANCE WITH LOCAL GORE: THERMOSTAT: - - O 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: SLOPING GEILIN6 I SLOPING GEILIN6 �n Q ® T GEIL. HGT. BATHROOM N It WINDOW NOTE: - ZONE I: FIRST FLOOR g'-O" I in 1° . . 1 a - ZONE 2: SECOND FLOORI. ALL NEW WINDOWS DOORS SHALL BE ANDERSEN A GEIL. HGT. EXPOSED,CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). 2• H.O. TD SELECT MODEL; INSTALL AS PER NON-STRUCTURAL, A*155 5 BEDROOM 4 CEIIL = Z INSTALL AS PER MANU. SPEC.'S. MANUF. SPECS B - - RAISED G.J. 206 T 2oa5 S.F. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED - Z LLJ SEE PE516NATIONS 4 WINDOW SCHEDULE. (� BEDROOM 3 _ 5 -� 4 205 Z 3.FOR SUBSTITUTIONS, SEE NOTE #g IN 6LA55 WINDOWS NEW GA5 FIREPLACE INSERT. CONNECT AS PER - cV I Y2 I vAc,, II 2 O I- o AND DOORS" ON PACE 6-002. 16 MANUFACTURER'S SPECIFICATIONS AND NYS STATE 8 FAMILY ROOM LTRNJ - -1 I 5M/CO Q v 4.ALL CASEMENT WINDOWS TO HAVE STRA16HT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY tr I y T � d m 5. ALL DOUBLE HUNO 6.N GENERAL, TEMP. 61L. SHALL BE NPONS TO !PROVIDED:TILT H VENTING. - 35o S.F. 12 k Q > SM/OGo 201 208 I6'-10" _ a 6.1. FOR ALL 5KYLI6HTS E OPEERABLE PANELS OF A-302 - - - - - `� 15 10 _" A-302 z Z SWIN61N6, 5LIDING, d BIFOI_D DOORS O ELECTRICAL METER: - - - - - - - - v 6.2. WITHIN 15" OF F.F. 17 INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, 0 2_0 ' 4 6.5. WITHIN 24" OF A DOOR UTILITY GO. STANDARDS - - - - - - - - - - - - - - N 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING ' 6i 3 Z m U 6.5. WITHIN TUB/SHOWER ENCLOSURES ry q'-1 I 2-5 -' 2 - 2 - I G p 6.6. SEE AL50 GENERAL NOTE£i ON PAGE 6-002 • O cV 82 S.F. - Q FRAME WALLS TO r_ 1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND IRRIGATION, LAND50APIN5 AND FERTILIZER SM/GO cV - -J O WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS A5 PER COVENANTS 4 RESTRICTIONS 5M/GO q o = ROOF d INSULATE V z a • 4-'f" G iL. HOT. �cV �ii I rl (2) 2"xlo" HEADER U.O.N. DATED STH MARCH 2O23: 0 202 - ` cV 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER I O C0 201 GEIL. HGT. , 6'-8y„ NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT PROVIDE ' '� 2 5'-O" Fim -� LAUNDRY SLOPING N LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-I2" OVER-WATERING 2 X6' `fl (I'1) RI t8.0" cV � 'i ?„ 4-O :t NEW DN � ROOM GEILIN6 �. c� � ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC, FERTILIZERS, HERBICIDES OR P UMBIt°6 �_ �10" �RTRN_J (14) Tr o 11' 123.'f S.F. ' ui ti BUILDING EXTERIOR. PESTICIDES 15 PROHIBITED BATH. 5 / ( in � cN 3.THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS ARE 65A S.F. " FRAME WALLS TO EGRESS NOTE: REQUIRED IN LANDSCAPING ROOF d INSULATE IN COMPLIANCE WITH NEW YORK STATE BUILDING I 203 T 4.THE USE OF FERTILIZER PRODUCTS CONTAINING -- --- -_ g CODE,SECTION R310.2.1;THE FOLLOP41NG MEANS OF NITROGEN, PHOSPHORUS OR POTASSIUM IS PROHIBITED B - E6RE55 SHALL BE FOLLOWED: BETWEEN NOVEMBER I AND APRIL I PROJECT: NET CLEAR OPENINO........... 5.1 S.F. 5. ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE _ 24.6 S.F. _ 14 in GEI. HOT. NET CLEAR HEIGHT............... 24" MINIMUM NITROGEN 15 NO MORE THAN 20% OF THE TOTAL Q j- - A I NET CLEAR WIDTH................. 20 MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS i- VENT d T i m 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE cV � PROVIDE 211 LAUREL AVENUE FEET IN ANY ONE APPLICATION WITH A GUMULATIV OPEN TO BELOW - - PLUMBING DRYER TO VENT LOT 1 TYPICAL BATHROOM NOTE: S'-4" 4'-10" WALL FOR O I. WALL BOARD APPLICATION OF NO MORE THAN 2 POUNDS PER I,000 - I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN SQUARE FEET PER YEAR IS PERMITTED �D THROUGH ROOF 'i. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS 10'-5" ALL BATHROOMS 15 PROHIBITED UNLESS ESTABLI5HIN6 A NEW LAWN OR A - 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE 5" TUB SURROUNDS ENOUGH PHOSPHORUS 10'-8" 1_q � 2. SHOWER FLOORS 5.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS I U/ 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON � = G 2375 LAUREL AVENUE 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT D 5URFACE5 SHALL BE IMMEDIATELY PICKED UP " SOUTHOLD, NY 11971 � 4, TOWARDS DRAIN) UPON m` m 10'-3" 2.5. WATER PROOF MEMBRANE TO COVER 5HOWER 1g GUTTER HIGH POINT (TYP) " " FLOOR,WRAP DRAIN d ATLEA5T IV' UP WALLS i- UNFINISHEDNPIA NDITIONED g_� 4 NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: I35 S.F. - _ - - - DRAWING TITLE: O6 VENTILATION 15 NOT MET BY MEANS OF NATURAL qO% OF THE PERMANENTLY INSTALLED NEW LI6HTIN6 ACCESS- O G PROPOSED SECOND FLOOR PLAN CIRCULATION THROUGH WINDOWS OR DOORS TO ui SLOPING SLOPING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS,OUTDOOR SPACES AS PE GEILIN6 UNFINISHED/UNCONDITIONED GEILIN6_ R NYS MEGH. CODE SECTION AS PER 2020 NYS EGG R404.1 in 405.5.2.5; INSTALL AS PER MANU. SPEG5 ' D SPACE NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: F lee0.4 S'F' O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPIN6 SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 14'-0" R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG „ NEW FLOOR: R403.4 4 R403.5: 24-2 O 4 _ O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); PAGE: D " I. MECHANICAL SYSTEM PIPIN6 CAPABLE OF CARRYING ' 23-10 SCREW PERIMETER OF SHEATHING 6 O.G. 8 12 O.G. ®INTERIOR. FLUIDS >Io5°F OR <55°F (R403.4) _ - - - - - - 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPIN6 J" AND LARGER IN NOMINAL DIAMETER 3. PIPING SERVING MORE THAN (1) DWELLING UNIT NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE G D Q/- [ D D G O JSLOPING GEILIN6 SLOPING GEILIN6A-ml03m0 O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON MANIFOLD -6, -61 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 6. PIPING LOCATED UNDER A FLOOR SLAB 15'-0" 'T. BURIED PIPING DATE: 05/27/25 7 OF 21 4.NEW " PLYWOOD 5UBF RLOO BENEATH (GLUE 8 5GREIKL); 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS SCREW PERIMETER OF 5HEATHIN6 6" O.G. E 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS.INTERIOR. Q to NEW ATTIC, ACCESS - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS $ FLOOR: r 4r-T I. MIN. 550 # CAPACITY FILL INTERIOR WALL5 4 FLOOR WITH INSULATION TO �•• . 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22 x30) PROVIDE A SOUND TRANSMISSION 6LA55 (5TC) FOR 251-101, .F. `.- ��' •s'^F �,. 3.DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN _ ,� ,, ,... •,•� .;''>, 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-4g ACCORDANCE WITH ASTM E g0. O `. INSULATION ABOVE H/WD. FR. (OR EOJ BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, A5 PER'NYS EGG R402.2.4 4 (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). FRCFOSEl7 SEOOI `4� FLOOR PLAN � 5.INSTALL AS PER MANU. SPEG.'s ,, . b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. j- 1,658 S.E. HA51TASLE SF>40E; 1,658 S.E. OROSS AREAscALE: 1/4" = I'-o" �•` '� __:. ... N° '? fr SEE FAOE A@ 04 FOR N Nr�)O 1 DOOR SOHEr�)ULE DOOR 50HEDULE DOOR MATERIAL ! a Q TAG DESCRIPTION MANUFACTURER p Q 1 0) RAITRING NOTES WIDTH HEIGHT 3 ~ J W 45 MIN. RATED Lli J 5ELF-GLO51N0 cu w FIRST FLOOR FRONT DOOR WITH SIDE LIGHTS AND " 101 EXTERIOR DOOR: THERM,4TRU 8'-I" 8'-O" Le • TRANSOMS �, O 102 INTERIOR DOOR=[ JELD-WEN (2) 1'-6" 8'-O" L F—i CL• O .0 N z O O 0 X N 105 INTERIOR DOOR=[ JELD-WEN 2'-6" 8'-O" • V O O O 104 FINTERIOR DOOR JELD-WEN 2'-4" 8'-O" � O m .ca 105 FINTERIOR DOOR=F JELD-WEN 2'-4" 8'-O" • � J O O O Lf) 106 SLIDER DOOR ANDERSEN 12'-O" 8'-O" - • 107 INTERIOR DOOR=F- JELD-WEN 1 2'-8" 8'-O" 1 • i',�I� � n 1 108 EXTERIOR DOOR THERMATRU 2'-6" 8'-O" + • IOa INTERIOR DOOR JELD-WEN 2'-4" 8'-O" • u 110 INTERIOR DOOR JELD-WEN 2'-6" 8'-O" • I�'�F- IIi INTERIOR DOOR JELD-WEN 2'-6" 8'-o" • ^ ` l � W 112 INTERIOR DOOR JELD-WEN 2'-6" 8'-O" 115 SLIDER DOOR =F ANDERSEN IF8'-O" 8'-O" �r_-.�J • —1L 114 GARAGE �' THERMATRU a'-O" a'-O" E] ]i 115 =IF I[ GARAGE THERMATRU a'-O" a'-O" SECOND FLOOR ; 201 N TERIOR DOOR JELD-WEN 202 IN 7FTERIOR DOOR=17 JELD-WEN 1[ 2'-6" 8'-0 " • Q 203 INTERIOR DOOR JELD-WEN 2'-4" 8'-O" • -IF - - _��� 204 SLIDER DOOR77 ANDERSEN 10-O 8-O • • J 205 INTERIOR DOOR JELD-WEN 2'-6" 8'-O" • �i 206 INTERIOR DOOR JELD-WEN 2'-6" 8'-0" • ���� 20'7 INTERIOR DOOR JELD-WEN 2'-6" ��� 8'-O" i • -�� i�—J1 II��JJ 208 INTERIOR DOOR JELD-WEN 2'-4" 20a SWING DOOR JELD-WEN 5'-O" 17voll- LL • 21 HATCH DOOR 2 O 4 O • Z O BASEMENT O V) 001 INTERIOR DOOR THERMATRU 5'-O" 8'-O" 1 • j�� = z 002 INTERIOR DOOR THERMATRU 5'-o" IF 8'-O" �I • �' m Z II���JJJ�� w o 005 EXTERIOR DOOR THERMATRU 5'-O" 8'-O" � 0 a ALL NEW WINDOWS SHALL 5E ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING Q STRAPPING DETAILS. 5EE DOOR 5GHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER Z 0 Ei O ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER N N W m 0 WINDOW CHART a o - ROUGH OPENING - --WINDOW DIMENSION R LIGHT VENT v z a TAG TYPE MODEL # _ OPENING PROV. PROV. WIDTH REO'D: 20" TEMP. PER PER HEIGHT REO'D:24" UNIT UNIT WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5'1 SF N N --- - 0 " " : u n W N A(5) TRANSOM AR51 3-O I -5 2-I I I -5 1.4 2.1 f- °i N Ln Q L 5(15) CASEMENT CXWI5 5'-o 5'-0 2'-II E" -- 4'-II 11.5 �= - 12.1 11.5 O CO(o) CASEMENT CXWI6 3'-O "-�� 6'-0 2'-II i" 5'-ilk 14.0 14.7 14.0 PROJECT: D(6) CASEMENT GXWI3 ---5,-0 -- -- - 3'_O " - 2'-I I " 2'-I I " 6.5 6.8 6.5 LM G L /`1 V G 1 V V G '-O E(5) CASEMENT GXWI—7 4 3 4'-O 2'-II 4'-O" a.0 a.5 a.0 ---- --- -- --- -- - - LOT IF(2) CASEMENT GXWI55 3'-0 5'-5 2'-II 5'-4 'L5 -r.a "f.5 �F FT(2) ! CASEMENT GXWI55 5'-0 5'-5 - 2'-11 5'-4 J" -1.5 [� -7A "L5 --- -- 2375 LAUREL AVENUE 1, s(l) CASEMENT GXWI45 5-O 4-5 TV4-4 10.0 10.5 10.0 SOUTHOLD, NY 11971 H(5) CASEMENT GXWI55 5'-0 5'-5 J" 2'-II i" 5'-4 i" 12.6 I5.1 12.6 1(0) -RESERVED- --- —— -=I'-.--� — - DRAWING TITLE: J(I) PICTURE P(o050 6'-0 " _.. 5'-0 5'-II �" 2'-II " 14.6 17.a WINDOW & DOOR CHARTS K(I) GLIDER - __4 - - 4 L(5) AWNING ELAWN571a 5'-I 3' it-all2.a7 3.28 PAGE: mill A-10 ■ 0 1 DATE: 05/27/25 8 OF:2J]- 411 �w'' .r' • r lt~ 8 ✓ v v I `/ I I `/ I I � � � v V �/ V .i V V v V �/ V v v V .. � V V V .. V V V �. V V V �. v V .. V � � .. .. ., V .. \ v .. � v ., y v V v .. .� v V .� V V .. v V V . � � „ V .� V V ✓ �. a „ y �E N ER AL 5"*r 5 0 L > EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0- - WOOD FRAME (L.G. STL. Q > EXISTING TO REMAIN Lu WHEN APPLIGABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu C6 5TL. WHEN APPLICABLE) M <e CV > NEW I-HR FIRE'. RATED © MIN. (2) 2"x4" STRUCTURAL ul > WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS O O WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL _ b7 r_- 0 RATED ? POST FOR 6" WALLS), U.O.N. - >- C9 > HOOD FRAME (L 6. STL. •O O CV z O > WHEN APPLICABLE) a En � d- cc r- c � x n C\j 1 m o p o 4-J c4 m FLOOR PLAN NOTES rya C O O � Lr) > DOOR NOTE: A/C CONDENSERS: <C O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE (1) NEW 4-TON A/C, CONDENSER BY "RHEEM" > ON PLANS BY QF-LP-WEN' (OR EQUAL.). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM" > ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR > 3.NOTE DOES NOT INDICATE EACH NE104 DOOR 3.INSTALL AS PER MANUFACTURER SPECS. n 1 PROPOSED;SEE MES16NATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL &ROUND 4 PROVIDE GROUND \1J > 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WE16HT RATING WALL5, U.O.N. SUFFICIENT TO ACCOMMODATE &RO55 1^EI6HT OF 5. INSTALL AS PER MANU 5PEG.'s CONDENSER. > 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAY5 LOCATE CONDENSER 10' MIN. FROM ANY OAS > '1. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE,AND AT LEAST V FROM WIND0W5/DOOR5 T ELEMENTS AROUND DOORS (T`fP. FOR ALL) U.O.N. WHENEVER POSSIBLE. > STAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: O I. ALL NEW STAIRS SHALL HAVE MAX. b-1/4" RI 4 MIN. 10" 12 ►, UNITS BY "RHEEM" OR APPROVED EQUAL Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR 15T FLOOR "ZONE I" 4 "ZONE n 1 2. 6REATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL V/ NOT EXCEED THE SMALLEST BY MORE THAN 2";UNIT LOCATED IN BASEMENT �� 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN t � > 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-b". ATTIC T 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTH5: 4.VENT THROUGH WALL • > 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 36" MIN. 5. F.A.I. THROUH WALL 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. > 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 21" MIN. 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LESS THAN 13 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) WHITE U r > ONE 51ME OF EACH FLIGHT OF STAIRS CONTAINING FOUR l_ OR MORE RISERS, AND WHERE SHOWN ON PLANS. 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED > WALKING SURFACES LOCATED MORE THAN 50" ABOVE NEW LAUNDRY GLOOOK UP OM: 14 I. NEW WASH /DRY HOOK UP > FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. O 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 1. 42 HIGH GUARDRAIL 4 SPINDLE SF AGING NOT TO m L J L J m • ALLOW PASSAGE OF A 4" 4' SPHERE;36" HIGH w/ 51ZE OF EQUIP. Q HANDRAIL 4 SPINDLE 51PACING NOT TO ALLOW 3.PROVIDE HOOK UPS AS REO'S PER MANU. n 1 > PASSAGE OF A 4" (P SPHERE. am V/ > 8. 6RIPPABLE RAIL A5 PER CODE. DRYER EXHAUST NOTE: Q q. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR 18 13 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY - > OPENINGS tD - - - - - - - - - - - - - - - - - - - - - WOOD TREADS, RISERS 4 TOPRAIL; METAL 3.DUCT SIZE AS PER MANU. IC > ® 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER El SPINDLES 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I \� - - - - - - - - J/ CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT 5YS17EM kw 2B WOOD TREADS, RISERS $ TOPRAIL B SPINDLES SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO u > EXCEED 5 FEET AND SHALL UL 2155A. ELISTED AND LABELED N SMOKE DETECTOR / GO METECTOIR NOTES: b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D > O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 13 18 El SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST El > HARD WIRED TO EACH OTHER ON 5FTkqEEN H BATTERY BACKUP. SCREWS DUCTS ALL NOT BE CONNECTED WITH SHEET-METAL > 2 5 ALL NOT BE1 REQUIRED WHERE EXISTING ALARMS DEVICES 1. MAX. LENeTH SHALL NOT EXCEED 25 FT FROM DRYER ARE NOT INTERCONNECTED, AS PER NYS R314.4. LOCATION TO THE WALL OR ROROOFTERMINATIO. HE I I \ > 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I PER OENERAL ELECTRICAL NOTES ON PACE 6-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH clO° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - 4:SMOKE / GO DETECTORS TO MAINTAIN V MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES m HORIZONTAL SEPARATION FROM 5UF'PLY/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. OPENINGS TO BATHROOMS w/SHO.',AER OR TUB. I I z > 5. INSTALL ALL A5 PER MANU. 5PEC.'s I O b.'5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR N > IN COMPLIANCE WITH LOCAL GORE THERMOSTAT: I5 I. PROVIDE THERMOSTAT FOR (2) ZONES: I I N WINDOW NOTE, - ZONE I: FIRST FLOOR > O4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN - ZONE 2: SECOND FLOOR I I m Z CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (A5 NOTED). 2• H.O. TO SELECT MODEL; INSTALL AS PER I N MANUF. SPECS> INSTALL AS PER MANU. SPEC.S. > 2.NOTE DOES NOT INDICATE EACH NENJ WINDOW PROPOSED; SEE DE516NATION5 4 WINDOW SCHEDULE. I w z Z > 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS NEW 6A5 FIREPLACE INSERT. CONNECT AS PER I O AND DOORS" ON PACE 6-002. 16 MANUFACTURER'S SPECIFICATIONS AND NYS STATE I Q V > 4.ALL CASEMENT WINDOWS TO HAVE °iTRA16HT ARM HIN6E MECHANICAL CODE;PROVIDE ALL NECESSARY I I 0 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF SWINGING, 5LIDIN6, 4 BIFOLD DOORS O O ELECTRICAL METER: I J > 6.2. WITHIN IS" OF F.F. 17 INSTALL NEW ELEC. METER A5 PER NYS MECH. CODE, � I N 6.3. ITHIN 2 OF DOOR UTILITY GO. STANDARDS I Z m U > 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES Q 0 6.b. SEE ALSO GENERAL NOTES ON PAGE 6-002 1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND IRRIGATION, LANDSCAPING AND FERTILIZER > WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS $ RESTRICTIONS I a (2) 2"xIO" HEADER U.O.N. DATED 5TH MARCH 2O25: > 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER I NYS R312.2 FOR OPERABLE WINDOW-5 WITH SILL HEIGHTS I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN'12" OVER-WATERING I I Lf) ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC, FERTILIZERS, HERBICIDES OR N N BUILDING EXTERIOR. PESTICIDES IS PROHIBITED I H � N 3.THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE I 18 Q \ EGRESS NOTE: cl IN COMPLIANCE WITH NEW YORK STATE BUILDING REOUIRED IN LANDSCAPING I I p CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 4.THE USE OF FERTILIZER PRODUCTS CONTAINING > E6RE55 SHALL BE FOLLOWED: NITROGEN, PH05PHORUS OR POTA551UM 15 PROHIBITED BETWEEN NOVEMBER I AND APRIL I I I PROJECT: > NET CLEAR OPENIN&........... 51 S.F. S. ONLY ORGANIC FERTILIZERS WHERE THE WATER-50LUBLE NET CLEAR HEIGHT............... 24" MINIMUM NITROGEN 15 NO MORE THAN 20% OF THE TOTAL NET CLEAR WIDTH................. 20 MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS 6.A MAXIMUM OF I POUND OF NITR06EN PER 1000 SG2UARE LA U R E L AV E N U E FEET IN ANY ONE APPLICATION, WITH A CUMULATIV 13 OTYPICAL BATHROOM NOTE: APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 LOT 1 I. WALL BOARD SQUARE FEET PER YEAR 15 PERMITTED I.I. INSTALL MOISTURE RE5157ANT &YP5UM BOARD IN 1. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS ALL BATHROOMS 15 PROHIBITED UNLE55 E5TABL15HIN6 A NEW LAWN OR A 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 501L TEST 5HOW5 THAT THE LAWN DOES NOT HAVE _ _ _ _ _ _ _ _ _ > TUB SURROUNDS ENOu&H PHOSPHORUS I I - � I 2375 LAUREL AVENUE 2. SHOWER 8 FLOORS .ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS > 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP 2.2. CONCRETE MUD-5ET (SLOPE I/3" PER FOOT TOWARDS DRAIN) UPON I I I I I SOUTHOLD, NY 11971 2.5. WATER PROOF MEMBRANE TO COVER SHOWER IS GUTTER HIGH POINT (TYP) FLOOR,WRAP DRAIN 4 ATLEA5T 0" UP WALL5 DRAWING TITLE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: I I I 13 El > O VENTILATION 15 NOT MET BY MEANS OF NATURAL cIO% OF THE PERMANENTLY INSTALLED NEW L16HTIN6 I I I I PROPOSED ROOF PLAN > CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY H16H-EFFICACY LAMPS, OUTDOOR SPACES AS PER NYS MECH. CODE SECTION AS PER 2020 NYS EGG R404.1 403.5.2.5; INSTALL AS PER MANU. SPECS NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SEE AL50 PLUMBING 6ENERAL NOTES ON PAGE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN I I IS R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG > ONEW FLOOR: R403.4 4 R403.5: I I I ( PAGE: I. NEW F PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); > SCREW PERIMETER OF 5HEATHIN6 b" O.G. 4 12" O.G. ® 1 FLUIDS N1105°F OR 55 FCAL SYSTEM 1(R403.4)PINO ABLE OF CARRYING El L J L INTERIOR. J L L AR 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER m L - - - - - - - - - - - - - - -1 IS I > 3. PIPING SERVING MORE THAN (I) DWELLING UNIT �- A-105m0l I NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 13 O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 13 13 18 > 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON IFOLD 6. PP�N6 LOCATED UNDER A FLOOR SLAB 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 1. BURIED PIPING 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS I I DATE: 05/27/25 7 OF 21 50REW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. m El - - - _ - - - - - N > INTERIOR. � - - - - - - - - - 13 > to NEW ATTIC AGGE55 - PULL DOWN 5TAIR: SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: > I. MIN. 550 # CAPACITY FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") PROVIDE A SOUND TRANSMISSION GLASS (STC) FOR El El I El 3.DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN do, LEADER TO4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4q ACCORDANCE WITH ASTM E q0. LEADER TO INSULATION ABOVE w/WD. FR. (OR EO) BAFFLE ORRETAINER TO PREVENT INSULATION PROM ENTERING CONNECT TO - CONNECT TO > DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 GUTTER BELOW \ GUTTER BELOW (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE }� > THERMAL ENVELOPE OF BUILDING). FROFOSFE7) ROOF FLAN 5. INSTALL AS PER MANU. SPEC.s �� a > 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 50ALE: 1/4" = 1'-0" q' OF t� Q > \ Lu Lu J M I I A Q 4-1 (-,j -- •� Lr) > - -- __ - - - — \ C 67 12 ----- -- - — -- ---- - _ 8 •L O > - - - O N z i X N — - - - -- -- - _ --- -- - - - - O •-J --- — --- - — — — — — -- ----- — Q a O ----- 10 - - a i �\ J JJIIJJJJII� �U l Q ,O - __-____-_ --_ -_- - --_--- cj) ---- _ i MM \_— — --- ------- --_- —�J W FT - F.F. -�- -Lf —_ — > I � LIL iLi I U � -- LL // a / \ -> E I i E � G G G � O O - O O ILL _ LLLI II II IIII O C� o -LLI F.F. I I I 1 11 11 1 11 11 11 11 Il Hill HillI I Will 11 11 11 1 Il I I IF.F. I - - -4 3 A-401 EAST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" (n z z 0 O U) i>u m z cn 3 ELEVATION NOTES W o O TYPICAL ROOFING: Z I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O CONSTRUCTION STANDARDS a 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION - - ---- - --- - ------ I IA w BEOvRESz z IA ASPHALT COMPOSITION SHINGLES- BROWN N Z Ot] U ~ a O I. 5EE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS --- -- -- O 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTIONn- EFO1 lN5�A1.!`ATIG�N� - - -- — - - --- _ ® MAIBEC CEDAR SHAKE- NATURAL _ ----- -- ---__--_.--._-- ___-- _----------__-__-. -___--_ N — -- -- - --- ------- --- - W N \ _ — - — - - - -- ------ -- -- -- — - - H N el 2B STUCCO; WHITE 0 30 NEW CLOSED BLUESTONE P. GONG. STAIR d PATIO 12 -- - -- a PROJECT: NEW DRYER VENT: _ -- --- -- ----- ---_ - -_- -- --- --- - _ LA U R E L AV E N U E O SEE NOTE ® PLAN NEW BATHROOM EXHAUST FAN VENT: = - -_ - ----_ --- - - ---_- _- --- - - -`- - --- - 5A VENT THROUGH WALL AS SHOWN. - ---- -— --- -- -- _ -- -- = -----_ - : - _- -_- -- _ _ _ __ --- - — SEE AL50 NOTE ® PLAN. IA — — - - OFAN VENT: _�" -- _- - -----:--__-----_- NEW BATHROOM EXHAUST - 5B LOCATE VENT WITHIN ROOF SOFFIT. _- - --_=-- -_-- -- ----- -- -- _._.---.---- _--- - --_--- _ -- 2375 LAUREL AVENUE SEE ALSO NOTE ® PLAN. --- ------ - ----- -_--_-- --- -- —— - SOUTHOLD, NY 11971 NEW A/G CONDENSER ON LONG. PAD OR OTHER O APPROVED GROUND SURFACE (SEE FLOOR oo,-____ _ _-_ _ _-- -- --------- -- _ DRAWING TITLE: PLAN NOTES) NEW MECHANICAL UNIT DIRECT VENT: - O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. PROPOSED EXTERIOR ELEVATIONS SPEC.'S IN FULL CONFORMANCE w/VENTING CLEARANCES REOUIRED PER NY5 MG 804. -- - - SEE ALSO NOTE ® FLOOR PLANS. ONEW MECHANICAL UNIT FRESH AIR INTAKE: 5B SB 8 INSTALL AS PER MANU. SPEC.'S 4 ( \ „ NEW 4 SEAMLESS GUTTERS B DOWNSPOUTS; LiLLLti Li Li lil \ © � a III III III L-L Li TYPICAL S/4"xl0" 'AZEK' WHITE (OR EQJ: aIIuIIIuI LuII III ILUI II ILUI ICI I�uI II ILUI II ILUI ILuLL� \ to I I I I I I LUI. PROVIDE AT ALL FRIEZE BOARD5 LLJ J ULI II L I - LI I d UII I% 0A-2® 10 1 El ■ ALL EXTERIOR LIGHTING SHALL COMPLY WITH LJ u u L�J a Lu I u f �J� L Lu // LL TOWN CODE REQUIREMENTS PURSUANT TO II SOUTHOLD TOWN CODE GRAFTER I'72 LIGHTING, u OUTDOOR, CURRENTLY OR AS MAY BE DATE: 05/27/25 10 OF 21 AMENDED II F•F• 2 oc III II IIIII C"' .,. . OI I_ = = = J NORTH ELEVATION RIOHT SCE SCALE: 1/4" = I'-O" rZ Lu 1:2 Lu cu cy) 5.5 12 Lr) 0 0 r 0 C C\lz0 =4 CL cc r x C\i c 0 C) 0 4-J -c 0 10 -------- < 0 �lj I�11 IN LI lI I I I I L LL L 0�jLLL 4-J 71 0 LL > F.F. + C) LL -LiL i-L-LL L ILLD L-Lj -LLiLL, --il LLL (D L-LL iLLLLiL-L Li iLIE LL LLLLJ LLLL E53 7LLL ILIA I:Tr ILI L -LL 1 11 Nil lu F.F. 1 7. NEST ELF-\/ATION (REAR) 5r-.ALE- 1/4" = P-O" z 0 0 rn ilu m z ELEVATION NOTE5 0 TYPICAL ROOFING: z I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 12 0 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION uj z IA ASPHALT COMPOSITION SHINGLES— BROWN 0 12 O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION MAIBEC CEDAR SHAKE— NATURAL 04 1714 CT-) STUCCO; MITE O NEW CLOSED BLUESTONE F. CONC. STAIR 4 PATIO PROJECT: NEW DRYER VENT: LAUREL AVENUE G) SEE NOTE a PLAN LOT NEW BATHROOM EXHAUST FAN 'VENT: --LLLILLJ VENT THROUGH WALL AS SHOWN. SEE ALSO NOTE ® PLAN. NEW BATHROOM EXHAUST FAN VENT: LOCATE VENT WITHIN ROOF SOFFIT. 2375 LAUREL AVENUE SEE AL-50 NOTE a PLAN. NEW AIC CONDENSER ON rON(:,. PAID OR, OTHER SOUTHOLD, NY 1:1971 O APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) —----- NEW MECHANICAL UNIT DIRECT VENT: DRAWING TITLE: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. 55 SPEC.'S IN FULL CONFORMANCE HIVENTINO PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER NY5 MC 504. LlliLddl SEE ALSO NOTE 0 FLOOR PLANS. L ONEW MECHANICAL UNIT FRESH AIR INTAKE: S INSTALL AS PER MANU. SPEC.'S NEW 4" SEAMLESS GUTTERS $ DOWNSPOUTS; LL—LLLJ—L PAGE: to TYPICAL 5/4"xIO" AZEK' PqHITE (OR FEW: I. PROVIDE AT ALL FRIEZE BO,'61PID5 L 1 A-202mO TOWN COME REQUIREMENTS PURSUANT TO O ALO L SOUTHOLD TOWN CODE CHAPTER 172 LIGHTING, OUTDOOR, CURRENTLY OR AS MAY BE DATE: 05/27/25 11 OF 21 AMENDED L QL SOUTH F-LF-\/A71ON (LEFT Slr7)F-) 5CALE: 1/4" = P-0-1 PROP05ED RIDGE HEIGHT BUILDING SECTION NOTES ELEV. +52.5' ------------------- NEW ROOFING NOTE (TYFI.).IA Q I. INSTALL NEW ASPHALT ROOF SHINOLE5. d 2.INSTALL ICE AND WATER SHIELD FROM FASOA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 0 5.INSTALL (1) LAYER OF 154 BUILDING FELT UNDERLAYMENT ui (OR EQUAL) FOR PITGHE5 OVER 4:I2, AND (2)LAYERS FOR PITCHES FROM 2:12 TO 4:12, OVER J 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) CD ROOF/ATTI G M Q 5. GAP SHINGLE OVER RIDcSE d HIPS (AS REC�'D) (B'=YOND SEC --� N TION) � b.PROVIDE RIDGE VENT (AS REOV) a 1. FLASH ALL VALLEYS a' � 5.INSTALL DRIP EDGE AS REO'D m q. INSTALL ALL AS PER MANU. SPEC.'S O r- IA = -� C9 z 0 IB oo DECK >:GO STRUGTION: o C N -se • �"xb" IPE DECK BOARDS UPON • 2"x4" P.T. RIPPED SLEEPERS UPON • TPO ROOF MEMBRANE, INSTALLED AS PER .� L!) d- 2 2_6: � U MANUFA DETAILS UPON SLOPING O O 0 = • TAPEREDD RIOT RI61D FOAM INSULATION w/ PERIMETER OF INSULATION WRAPPED IN VAPOR BARRIER, SELECT CEILING _ THICKNESS AS REO.V TO PROVIDE 4:12 PITCH $ 2" 5EYOND 0 m .�'' STEP-DOWN FROM F.F. E.L., UPON c co • J" THK. DENSDECK INSTALLED AS PER MANUFACTURER C) O SPECIFICATIONS UPON Q r- �- O • DECK JOISTS AS NOTED ON PLANS (® SPANS OVER 8 i oa 00000 _ 000a o INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.NJ • PROVIDE R-[50/41] [5AIT/5PRAY FOAM] INSULATION BETWEEN D.J. — - = I • PROVIDE 2" THK. SPRAT FOAM INSULATION ® EAVES -- � c o � _ ' (`'�✓) IG RESERVED Q `� 70 PROPOSED 2ND FINISHED FLOOR - - JA �IA - . - ELEV. +I1.8 U ' ----------- - — — _ _ - - - 4"x8" CONTINUOUS BEAM RIPPED .+.J M TO 6.775" DEPTH PROVIDING BEARING FOR CANTILEVERED F.J. FASTEN TO DEL. TOP PLATE W/ CANTILEVERED F.J. SIMP50N 0520 STRAPPING. 5UPPORTIN6 LOWER R.R. + PROVIDE I.15" MIN. BEARING TO TJI F.J. UPON DBL. TOP PLATE U c 2 TYPICAL ROOF 8 GEILIN.0 GON5TRUG7I0N: O • NEW ROOFING AS NOTED 0) • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD •— SEAMS) 5 Q r n • R.R., G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER 4 5' INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N.) �—' • PROVIDE R-28 SPRAY FOAM INSULATION W/R-21 BATT . PROPOSED FIRST FIN. Q INSULATION ---� GARAGE 5 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES ELEV. +0.5' . 1 SLAB EL.=0.2' (FROM BASELINE) ® REAR OF &ARA6E NEW EXTERIOR WALL GON5TRUGTION (TYP.): BASELINE (AVERAGE GRADE) j5LAB EL.=-0.5' (FROM BASELINE) ® 6ARA&E DOOR ENTR O - -- -- • HOUSE MEMBRANE (SEE SIDING NOTE FOR SPEC.'S) UPON ELEV. +O.O 2"� UK - -- - -- • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD CONNECTION 'E' AS - 5EAMS) UPON PER PAGE 6-005 l • 2"xb" STUDS ® 16' O.G. w/DBL. TOP PLATE STUD TO PITCH SLAB 4:12 TOWARDS GARAGE • MIN. R-14 SPRAY FOAM INSULATION (® R='i/INCH) w FLOOR ASSEMBLY DOOR OPENING $ COORDINATE/R-II GRADE ® FRONT OF GARAGE TO BATT INSULATION (OMIT AT UNCONDITIONED SPACE)• 5/8" GYPSUM BD. ENSURE TOP OF SLAB LOCATED 2° I I WALL FINISH ABOVE EXTERIOR DRIVEWAY NEW SIDING NOTE (TYP): I I 4 I. INSTALL MAIBEL AS PER I-LEVATION5 UPON 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON PROVIDE DBL. SILL PLATE UPON FOUNDATION Oi 3. EXTERIOR W WALL BETWEEN GARAOE/BA5EME:NT(WHERE ALL CONSTRUCTION AS NOTED SEPARATELY 4.INSTALL ALL A5 PE FOUND. WALL t1.5" HIGHER THAN TYP. R MANU. SPEC.'S 5. PROVIDE ALL NEGESSAR`,' TRIM FOR PROPER BASEMENT WALL) TO ENSURE ADEQUATE INSTALLATION NAILING SURFACE FOR INTERIOR GYP BD. 6.5IDIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL NEW 5TUG00 FINISH NOT)=' TYP. 4B I. INSTALL NEW 5-GOAT STUCCO FINISH W/ (SALV. I I Z Z O I o U) REINFORCEMENT MESH IN !BASE GOAT UPON N 2.HENRY BLUESKIN VPI00 MEMBRANE (OR EQUAL) UPON RIDGE BM. TO RIDGE. BD. .: N � 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY CONNECTION PER DETAIL 22/A-405 i 4.INSTALL ALL AS PER MANU. SPE:G.'s O5 I. FIN15H FLOORING TO SELECT ROOF/ATT �,. �X> xX� S A-4o5 N 2. 5/4 TE6 ADVANTECH PL'T'WD. 5UBFLOOR GLUED d �3EYOND GTION CXyJ (XX� Q POST TO I SEOT 1 ON I —I/A-5O 1 W o SCREWED IA RIDGE BM.�� I Z 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL � � ;� � X' BRACE BATT INSULATION m'm wo CXX m w'm' M' CXX CXX SCALE: I/4" = I'-O" O 4. N. R-50 GATT INSULATION (BETWEEN FIRST FLOOR 4 a V FOUNDATION, AND BETWEEN GARAGE d 2ND FLOOR a CONDITIONED SPACE) o 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS Z Z 2 C] O Z co U � Q aa0 0 ~ a U Z a FILL CAVITY OF HEIR 1-4/m INSULATION (TYP. FOR HDR'S LF-55 THAN FULL WIDTH Of m 2"x6" EXTERIOR WALLS r N N O � � PROJECT:o - LAURELAVENUE � LOT 1 iB " 2375 LAUREL AVENUE SOUTHOLD, NY 11971 DRAWING TITLE: BUILDING SECTIONS Qz O uv� PAGE: 5 I _ — - - 0loO INCREASE FOUNDATION - WALL5 TO 12" THICKNESS d z CONNECTION 'D2' AS PROVIDE 2„xl2„ P.T. SILL --a X CS PER PAGE 6-005 u.� PLATES BELOW &ABLE w z Q DROPPED BEAM TO F.J. DATE: 05/27/25 12 OF 21 (SEE MANU. SPEC.'S WALL TO ACCOMMODATE ��z FOR I-JOIST REQ.'S) DBL:HOT. FRAMING v V N_ . 77 s SEOTION 2-2/A-50I 50ALE: 1/4" = 1'-0" BUILDING 5ECTION NOTE5 NEW ROOFING NOTE (TYP.): d IA I. INSTALL NEW ASPHALT ROOF SHIN6LE5. Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE: OF STUD WALL AND AT VALLEYS 3.INSTALL (I) LAYER OF 15# BUILDING FELT UNVERLAYMENT LLJ (OR EQUAL) FOR PITCHES OVER 4:I2, AND (2) LAYERS uj FOR PITCHES FROM 2:12 TO 4:12, OVER '� co 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q cy) nl 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOD) .— � b.PROVIDE RIDGE VENT (AS REG'D) 0 O 1. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REG'D O Cl. INSTALL ALL AS PER MANU. 5PEG.'s 0 Of O ROOF DECK GONSTRUOTION: 'i IB • z j"x6" IPE DECK BOARDS UPON 0 C O N 0 • 2"x4" P.T. RIPPED SLEEPERS UPON � cc Lo .1 � • TPO ROOF MEMBRANE; INSTALLED AS PER >1 c U MANUFACTURER DETAI'_S UPON G • TAPERED RI61D FOAM INSULATION w/PERIMETER OF O p O .� � INSULATION WRAPPED IN VAPOR BARRIER, SELECT -c 0 m Z THICKNE55 AS REO.'D TO PROVIDE 4:12 PITCH $ 2" -J N O ccC>3 In G P-I FROM PO o • I" THK. DENSDEGK INSTALLED AS PER MANUFACTURER Q 1 SPECIFICATIONS UPON • DECK JOISTS AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIDCIN6 0 CENTER OF SPAN,U.O.N) • PROVIDE R450/491 [GATT/SPRAY FOAM] INSULATION BETWEEN D.J. • PROVIDE 2" THK. SPRAY FOAM INSULATION® EAVES IG RESERVED T U • - U � � m IA U 2 O TYPICAL ROOF $ CEIL.INO CONSTRUCTION: ROOF/ATTIC__ (AHEAD OF SECTION) • _" • NEW ROOFING AS NOTED —————————————— � • 1/2" GDX PLYWD SHEA7HIN6 (BLOGKIN6 ® ALL PLYWD BIRDSMOUTH NOT ALLOWED ON ROOF/ATTIC (AHEAD OF SECTION) M M M M M M M M O M M m CXX) I r I2 SEAMS) OVERHANC75 EXGEEDIN6 24" IA � XX3 CXX3 • R.R., G.J., S G.T. AS NOTED ON PLANS (® SPANS OVER PER NYS R802.111; 8' INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N.) BEVEL GUT (2) 2"xIO" PLATES Q • PROVIDE R-25 SPRAY FOAM INSULATION W/ R-21 BATT TO SERVE AS A DBL. BEARIN6 12 INSULATION PLATE UPON ANGLED 2"x6" • PROVIDE 2" THK. SPRAY FOAM INSULATION 0 EAVES STUDS, OR UTILIZE DBL. 2"xb" 5 TOP PLATE (INSTALLED FLAT -- ONEW EXTERIOR WALL CONSTRUCTION (TYP.): ON STANDARD STUDS) w/ 2 • HOUSE MEMBRANE (SEE 51DINO NOTE FOR SPEC.'S) UPON SIMPSON VPA2 VARIABLE PITCH 1 - • 1/2" GDX PLYWD. SHEATHIN6 (BLOGKIN6 ® ALL PLYWD CONNECTED ® EA. RAFTER CONNECTION 'BI' AS R PAGE 6-005 SEAMS) UPON PE \ • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE RAISED G.J. TO R. � �, • MIN. R-14 SPRAY FOAM INSULATION (® R=-1/INCH) w/R-II - j 2 R. BATT INSULATION (OMIT AT UNCONDITIONED SPACE) m FASTEN R.R. TO FLUSH �" \► IA • 5/8" GYPSUM BD. WALL FINISH BM. w/ HNOR. PER STRUCTURAL PLANS \ NEW SIDING NOTE (TYPZ 4 I. INSTALL MA15EL AS PER ELEVATIONS UPON �. 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL)UPON 12 5. EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY 4.INSTALL ALL AS PER MANU. 5PEG.'s 10 5. PROVIDE ALL NECESSARY TRIM FOR PROPER iV INSTALLATION 0 - (V 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL NEW 5TU000 FINISH NOTE TY N 4B I. INSTALL NEW 3-GOAT STUCCO FINISH w/ 6ALV. \� CONNECTION 'BI' A5 0 REINFORCEMENT MESH IN BASE GOAT UPON PER PACE 6-005 p Fn 2.HENRY BLUESKIN VPIOO MEMBRANE (OR EQUAL) UPON �� \ R.R. TO TOP 0 iu 3.EXTERIOR WALL CONSTRUCTION A5 NOTED SEPARATELY �\ PLATE STUD V) m 4.INSTALL ALL A5 PER MANU. SPEG.'s \ m Z O 1. FINISH FL 0IF1N6,TO,\SE'_LECT Z Q Q SCREWED I - - - w 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MIDSPAN CONNECTION 'CI' AS ❑ 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR $ PER PACE 6-005 Q V FOUNDATION, AND BETlrIEEN 6ARACE $ 2ND FLOOR STUD TO FLOOR w CONDITIONED SPACE) TO STUD 5. 2" THK. SPRAY FOAM AT RI J01 B D6. PERIMETER N L M ST5 i Z O a Z 3 p ❑� _J U N LLL--jO - o 0 H Q � I L) ? a 1 CONNECTION 'E' AS I rl PER PACE 6-003 Lo N N \ \ STUD TO L 5 WQ IN� FLOOR ASSEMBLY ----- - to - -- Nj '� � •� �� �� �� '�;,,� '� �� '� �� �' �I ❑ � N CONNECTION 'DI AS PROJECT: PER PAGE 6-005 SILL PLATE TO FLOOR ASSEMBLY LA U R E L AV E N U E 0 LOT 1 44" MAX. SILL HEIGHT AS PER CODE Q R310.2.1 - 2375 LAUREL AVENUE ---- SOUTHOLD, NY 11971 m DRAWING TITLE: BUILDING SECTIONS SECTION 5-5/A-302 SCALE: 1/4" = 1'-0" PAGE: A-302m0l DATE: 05/27/25 13 OF 21. f °`zyo Q ILLI LLI J cc ('7 HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE Q :~ N SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. 5PEG.'s; LO � C PLANS AND NOT PROJECTING MORE THAN 412" INTO M PITCHED METAL 5TAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT _° .- 0 J015T HANGER B" �'51MPSON' OR EQUAL .i \_ F I N I SHED FLOOR ° c N z I — — — — — — — — — — — — — — — — — — — — — — — — — — — 'c� � �_ X = N I� h� ° 0 ° .�, 1 lY?." MIN. SPACE BETWEEN \ -J O .� � a-+ WALL AND HANDRAIL \ Q 0 CIO I O \ s/a PINE RISER \ � I s/a" PINE TREAD STANDARDS FOR C RI FFABLE HAND RAIL nn ,, SCALE: NT5 W Io„ - p OR055 SECTION MIN' HANDRAIL `q� 1" ROUNDED NOSING ��g� CLEARANCE CIRCULAR NON-CIRCULAR 8" TH I GK RE I NFORGED CONCRETE -- w/Y4" RADIUS `� /� (NOT INCLUDED IN 2 NO S A5 TREAD DIMENSION) / 4"_67 „ U 4 �2" lY4 PERI— " O RASS SHOULDER AREA (TYF.) 24'' DIAMETER CAST IRON Q� � MAx. OR DEFINED SURFACE COMER -�-� M \ z MIN. / METER INLET ORATE 4 FRAME �N w / / / _c + tu / N (5) 2"xIV 5TRIN&ERS ® w/R-21 INSULATION, IF UNDERSIDE IS FAGIN6 d / / I " 5TORA6E/NON-HABITAL SPACE -- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ W LLI - I I W V � z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ STORAOEUNDER r16YP. BD. \ II II ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I � Am - (NHEN .AFFLI(,-ALBE) ®. - Lu0 I ( ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ II II , , , I TREATED 2"xIV SILL FOR CONTACTI— w/GONG. (IF APPLICABLE) O �_ FIN 1 SHED FLOOR FRECAST GONG. GROUND LEACH I NO R I NO. SEE NATER CALCULATIONS ON SITE FLAN FOR REGQ'D z EFFECTIVE DEFTH z o 2'-O D W-IETER AS 2'-O U) ilu MIN. FER SITE FLAN MIN. m z INTERIOR MOOD STAIR DETA I L STORM NATER DR"-rNEL.L. DETAIL. CLEAN S�eND OR IEL FILL z m A-401.01 SCALE: 5/4" = 1'-0' g z -401.01 SCALE: 1/2" = 1'-0" o IL IL 2'-O" LAP p Ir (TYP.) a c i TYP. ROOFING (SEE 0 O SECTION NOTES) U __ G ---------- --�--- CN z m 0 GOO ENSURE INATE BIRDSMOUTH NOTCHED RL. � I I II U _ i --------- Z LE55 THAN 25% OF ��� � ----------- il' RAFTER DEPTH (TYP) / 51MP50N 6ALV. -P �I T N N W 0D ti �, H2.5A RAFTER TIE I I 1 BEAM AS PER # I I I p '� STRUCTURAL PLAN 5 REBAR (TYP) 1! � G.J. AS PER STRUCTURAL PLAN J PROJECT: #5 BENT FASCIA BOARD SIMP50N LUS &ALV. REBAR (TYP) N JOIST HANOER5 AT FLUSH BM. d LED6ER BD. I I I LA U R E L AV E N U E j I 1 NOTE: STAIR DRAINAGE CALCULATIONS: I. IF FINISH MASONRY USED (SUCH AS STAIR WIDTH = 4'-0" LOT 1 SIMP50N POST GAP AS I I BLUESTONE) - MASON TO ADJUST PER STRUCTURAL PLAN I I 1 ACCOU T FOR FIN15HSMASODRY 60 e' Ft. X O.I"I TO PROPOSED NEH A 5.5- 60 S.F. 8.5/3.1= 2.? VERT. FT. OF 2' DIA RING REG. 4"P.GONG.SLAB 1 w/bxb 10/10 WWM 2. ALL HORZ.SURFACES SHALL BE PITCHED PROVIDE (1) 2' DIA. X 5'-0" DEEP STORM I" UPON COMPACTED 2375 LAUREL AVENUE O 1,45 AWAY FROM BUILDING WATER LEAGHIN6 SYSTEM (n'P) FILL 5. FOR SLABS ABUTTING FRAMIN6, INSTALL I I GRADE/ COPPER FLASHING FROM 12"ABOVE AND PORCH SOUTHOLD, NY 11971 CORNER CONNECTION ADJACENT TO SLAB, BED ALL FLASHING REBAR BENT TO IN ASPHALTIC MASTIC SLAB AS SHOWN 4— ----a— P.T. POST PER PLAN INSIDE a , , /\%/\% z PREAS PER LIAN. RAIL SHALL HAVE DRAWING TITLE: HB t 6 PERMACA5T (OR •°, SIST 200 LE35 OF i \\�\\�\\�\\� iy LATERAL LOAD.CAPACITY TO �MATERIALS SHALL EQUAL) COLUMN CASING i'�° //\ //\//, // BE ONE OF THE FOLLOwIN6: HOT. DESIGN DETAILS (TYP) (I) #4 REBAR ® EA. c ,S i! /' \ \//\/ DIPPEPDXY PAINTED WROU6HTDIRON. #5 REBAR (TYP) 2-O LAP �., i a STEP, 3 GVR ® ENDS ti /\\/\\/\\/\\/\\/\\/\\/ -� BEND REBAR SIMPSON P05T BASE AS PER / ATTACHMENT AS STRUCTURAL PLAN # ANCHOR TO \\/\\/\\/\\/\\/\\/\\/\\/ PER RAIL MANU. TO SLAB FOUNDATION w/ "O ANCHOR BOLT ——————t— +—— ————————— a , \j /\/\/\/\/\/\/\/ w/ IV' MIN. EMBEDMENT DEPTH I I I r-------------- s_6: 1 O" �,i ° \\/\\j\\/\%/\\%/\\%/\\%/\\% \ NOTE: ----BASEMENT STAIR LANDIN // / // //\ \ \ / // // // ALL P. GONG. SHALL 4" P.GONG.SLAB w/ PAGE: __ _____ t_MI N. a i, • \ \\ \\ COMPACTED \\ \\ \\ BE 4,000 P51 (MIN) ��_ _a __ 6"x6"-10/10 W.W.M.UPON FINISHED STONE I 1'—— ———————— (OMIT ELSEWHERE) _ a ,,�i i//\//\//\/\/X \/F\/ \j///\//\//\// I ° \ \ - COMPACTED FILL ------ -- 1 AR 4" P.GONG.SLAB w/ m d • %�''' ° /\\ \\�\\/\\i\\i\\/\\/\\/ /\\/\\/\\/ lL (CONY®STOP j I° ° //\\//\\ III 6"xb"-10/10 W.W.M. 2:x4: r ° /\//\ 4 REBAR ) \/\//\//\//\//\//\// O l�' I X/\\/\\/ ® loo ———�——IL——I——————— UPON COMPACTED FILL a ijii /\/\/\/\/\/\ 2 IVIL /\/\/ _----_ ' ii i ° O.G. (MIN. 3) \ \ \ \ \ \ #5 REBAR ® 36 D.G. \ ——— KEYWAY iixy //j//j//j//� /� / /�`// z 1 4 THK. GONG. SLAB 4"4) DRAIN • ^ Y'��� \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ J z h \\ \\ \\ GRADE �i i/ /,//\ \//\//\//\//\//\//\//\//\//\//\//\//\// p O z• GRADE COMPACTED 1 I GALLON F OTWELL '"' \/\ \/\/\/\/\/\/\/\/\/\/\/\/\/ ! \ \ ✓" �' /\/ FILL DATE: 05/27/25 14 OF 21 d a a n I 1 11 DRYWELL °�'' \ic �'�\/ '\\/\\/\\/\\/\\/ \/\\/\\/\ N' \\ d d-• / ti / / / / / / NOTE: / / / 8 THK. P. n 11 / d J (L I 1 I #5 BENT a J > \ /\Xi \\/\\/\\/\\/\\/\\ ALL P. GONG. II \\ \\ \/ O REBAR (TYP) - - - ------`--- "J I I °\/\/\'�� /\/\/\/\/\/\/ SHALL BE /\\/\\/ m GONG. WALL I I I I ° \ \//\// BAGKFILL COMPACTED IN 6" LIFTS i II I I 11 \//\//\ PQ\//\//\//\//\//\//\ 4000 P51 (MIN) \//\//\// j111 IU� \\ ry I I I #4 REBAR CONT. ® 10" O.G. (MIN. 3) ,11 ° \\ \\ ti\\ \\ \\ \\ \\ \\ \\ \ \ IL Z #5 BENT REBAR II Ir // // // / /\/\/\/\/\/\ \ r\\ EXTEND FOUND. WALL S FT6. AT 1 I I (I) #4 REBAR CONT. all \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ z IL z \ / / / / / / / / / / / / /\/\/\/\/ - (1) #4 REBAR ( COL. PER FOUND. PLAN;PROVIDE I I I „ 1j / \// CONT. ® BOTTOM a ADDITIONAL (2) #5 VERT. REBAR IN #5 BENT REBAR ® 12 O.G. I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / GONG. WALL BENEATH COLUMN 8 (I) 16" WIDE x 8" DEEP ' \ O . REBR GD T6. 8 THK. P. GONG. WALL #5 HR A IN ENLARE F I \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ III-) 0 \\ \ I- Q-� P. GONG. FT6. d r\ (1) #4 REBAR CONT. I I° \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ (5) #5 Ho Ji x�' /\//\//\ \// _ RN \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ a G a 190 WIDE x 8" DEEP P. // // EXTERIOR MASONRY GONG. FT6. - • \\/\\/\\/\\/\\/\\/\\ DECK FOUND. WALL 8 'T' CONNECTION FT6. AS PER DETAILS g NOTED SEPARATELY (3) #5 HOR. REBAR 36`f ti < r,y. / .4 RE AR OVERLAP DETAIL EXTERIOR M�50NRY STD I R D�T�I L �XT�RI OR MASONRY �GC �T�I L A-401.01 SCALE: 5/4� I:_O �-401.0► SCALE: 5/4 = I -O A-401.01 A-41.01 SCALE: 5/4" = P-O" SCALE: 5/4" = I'-O" > \ > I'i l �I I - Q FLOOR SYSTEM AS FLOOR 5Y5TEM AS 0 I I NOTED ON PLAN NOTED ON PLAN �I'I NOTED ON PLAN MI FLOOR SYSTEM AS NOTED ON PLAN < W W NEW STL. GAP FL. 'A', 'B', NE111 STL. GAP FL. 'A', 'B', NEW 5TL. GAP FL. 'A', 'B', -j fE NEW STL. GAP PL. A, B, FLOOR, WOOD BEAM FLOOR WOOD BEAM FLOOR WOOD BEAM FLOOR WOOD BEAM ('7 OR 'G' (PER BEAM GONFI&) OR 'G' (PER BEAM CONFIW OR 'G'(PER BEAM GONF16.) OR 'C' (PER BEAM CONFIOJ AS NOTED ON PLAN AS NOTED ON PLAN AS NOTED ON PLAN AS NOTED ON PLAN > WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP Q ;-' N PL. DETAILS " PL. DETAILS PL. DETAILS PL. DETAILS LO NEW 3-I/2 OR 5-I/2 (A5 NEW 3-I/2 OR 5-I/2 (AS 3-I/2" OR 5-I/2" (A5 � C m NOTED ON PLAN) O.D. NEW 3-I/2" O.D. 5GH 40 NOTED ON PLAN) O.D. NOTED ON PLAN) O.D. NEW BASE PLATE 'A' NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. NEW BASE PLATE 'A' '- SGH 40 HOT DIP 6ALV. SGH 40 HOT DIP 6ALV. O WELDED TO COL.;SEE WELDED TO COL.;SEE (ASTM AI23) A5 PER WELDED TO COL.;SEE BASE PLATE 'A' WELDED 5GH 40 HOT DIP 6ALV. STL. COL. (ASTM AI23) FOUND. PLAN BY SIMS STL. COL. (ASTM AI23) TO COL. SEE BASE PL. STL. COL. (ASTM AI23) _ }; CO4 BASE PL. DETAILS FOR AS PER FOUND. PLAN BY BASE PL. DETAILS FOR BASE PL. DETAILS FOR AS PER FOUND. PLAN BY DETAILS FOR BOLTING AS PER FOUND. PLAN BY °+-� � BOLTING 51MS STEEL (OR EQUAL) BOLTING STEEL (OR EQUAL) BOLTING SIM5 STEEL (OR EQUAL) SIMS STEEL (OR EQUAL) < L O N Z O O _ PROVIDE GOLD JOINT PROVIDE GOLD JOINT GONG. SLAB PROVIDE GOLD JOINT PROVIDE GOLD JOINT °C6 •Y Ct > AT GONG. SEAMS (TYP) NEW 4 THK. P. AT GONG. SEAMS (TYP) AT GONG. SEAMS (TYP) ! NEW 4" THK, P. AT GONG. SEAMS (TYP) 4" THK, P. > U Jl GONG. SLAB GONG. SLAB GONG. SLAB O � O � N o •- co m J ° °d O rN (,4 II4 °d � d J l/ G ° ° ° N 1'N N I' 04" GRAVEL BASE 4" GRAVEL BASE G a - �- 4" GRA/EL BASE ° ° d (NEW(3) #5 HOR. �===-4_--_--_-=r=-- NEW 5) #5 HOR. 4 GRAVEL BASE ° d REBAR UPON (5)REBAR UPON (5) #5 CTED FILL a = oHOR. REBAR (6 TOTAL) �3" d a _________ -______ COMPACTED FILL ) NEW 24"x24"xl2" NEW 30"x30"xl5" NEW 36"x36"x18" #5 HOR. REBAR �===�r--T---r---r---ir--�#5 HOR. 42 x42 x21 DEEP P. dDEEP P. GONG. PAD DEEP P. GONG. PAD DEEP P. GONG. PAD 3'� I I I I "� (10 TOTAL) GONG. PAD FTC. ° d °FT6. (MIN. 4p00 PSI) COMPACTED FILL FTC. (MIN. 4,000 P51) UPON (4) #5 FT6. (MIN.4,000 PSI) (MIN, PAD T&.. HOR. REBAR (8 TOTAL) COMPACTED FILL NEW (`7) #5 HOR. REBAR UPON (1) #5 HOR. REBAR (14 TOTAL) U • - 8 STL. COL. � 24"x24"x 12 " PA17 FTO. 17ET. � 5TL. COL. � 50"x5 "x 15 " PAt7 FTO. 17ET. I Q 5TL. COL. � 56 "x5C "x 18 " PAD FTO. 17ETA I L I I STL. COL. � 42 "x42 "x21 " PA17 FTO. 17ETA I L � +� m /�-402.01 SCALE: 5/4" = 1'-0" A-402.01 SCALE: 5/4" = 1'-0" ,4-402.01 SCALE: 514" = I'-a" A-402.01 SCALE: 5/4" = I'-a" • PROVIDE BEAM SPLICE ) CENTERED ABOVE COL. PROVIDE BEAM SPLICE U WHEN NOTED ON PLANS CENTERED ABOVE COL. _ n - _T WHEN NOTED ON PLANS 87 (4) 3/8" H.D.G. LAG � Q BOLTS (PREDRILLED) 10 II (4) 3/8" H.D.G. LAG V - - -- BOLTS (PREDRILLED) W - - - - --O / - - - - 1 \ i �- Q - -I- � - - - - -- �� - - I\ } 0 FLOOR SYSTEM AS �',I I FLOOR SYSTEM AS n NOTED ON PLAN NOTED ON PLAN 3 8 THK. I n 5/8" THK. H.D. - - - - \� -J �/ - - - - - NEW STL. GAP PL. 'A' 'B' STL. PL. Y4 5/8 THK• \ / NEW STL. GAP PL. A, B, 6ALV. PL. �_ � FLOOR WOOD BEAM FLOOR WOOD BEAM II STL. FL. - 3/8 THK. H.D. OR G (PER BEAM GONFIG) OR G (PER BEAM CONFI6) AS NOTED ON PLAN A5 NOTED ON PLAN I I 6ALV. PL. WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP I� II �4 PL. DETAILS 3-I/2" OR 5-i/2" (AS PL. DETAILS 3-I/2" OR 5-I/2" (AS NOTED GAP PLATE 'A' NOTED ON PLAN) O.D. ' BASE PLATE 'A' WELDED SGH 40 HOT DIP 6ALV. BASE PLATE 'A' WELDED ON PLAN) O.M. SGH . ( HOT � GAP PLATE � STL. COL. (ASTM AI23) DIP 6ALV. STL. COL. (ASTM FOR CONNECTION OF STL. COL. TO (2) I-5/4" WIDE LVL LUMBER TO COL.;SEE BASE FL. TO COL.;SEE BASE FL. AI23) AS PER FOUND. PLAN DETAILS FOR BOLTING AS PER FOUND. PLAN BY DETAILS FOR BOLTING OR (2) 2" WIDE DIMENSIONAL LUMBER OR 5.5" WIDE PSL FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" WIDE LVL LUMBER 51M5 STEEL (OR EQUAL) BY 51M5 STEEL (OR EQUAL) OR (2) 2" WIDE DIMENSIONAL LUMBER OR (1) 5.5" WIDE PSL PROVIDE GOLD JOINT PROVIDE GOLD JOINT 4" THK. P. AT GONG. SEAMS(TYPJ 4" THK. P. AT GONG. SEAMS (TYP) GONG. SLAB PROVIDE BEAM SPLICE GONG. SLAB PROVIDE BEAM SPLICE CENTERED ABOVE COL. N CENTERED ABOVE COL. WHEN NOTED ON PLANS °d d ;; ° a ° ° d ° d d ° a ° o WHEN NOTED ON PLANS d ° d L� ° a ��� d ° z N \ _ Q.,(I = u 0 �0 ° d Q° ° ° ° ° ° ° a ° Q 0 00 0 4 4 a ° ° Q dQ 0 0 V5 It 10 �/ (4) 3/8 H.D.G. LAG N � (4) 3/8" H.D.G. LA6 BOLTS (PREDRILLED) d BOLTS (PREDRILLED) _I O I I 4" 6RAVEL BA5E a d ° ° ° °° ° = Z - - - - - - - - - - - - ° ° d ° � COMPACTED FILL 4" GRAVEL BASE d ° d � ° a ° � d G ° COMPACTED FILL 24` DEEP �� P GONG XPAD FT6. L d ° a a a P. GONG. PAD FT6. ° d d °-------------- 54 x54 x2°7 DEEP ° d - - > T - - - - _ - - - - - (MIN. 4,000 P51) ° (MIN. 4,000 PSI) = w---wa--w a== =v =NEW (a) #5 HOR. REBAR ° a d = NEW (5) #6 HOR. REBAR a UPON (8) #5 HOR. REBAR ° UPON (8) #6 HOR. REBAR p -- \ - - - - - - - - - - - --� - f - (16TOTAL) (16TOTAL) ~ J 0 o � - - - \ / N 35TLTPL. I I II �411 5/8" THK, H.D. 3/8" THK. II I II 3/8" THK. H.D. � 2 JTl-. COL. 4� 4�"x4�"x24" � 1� I L/. l� I I L I�j J I L. COL. �+ �4"x�4"x2 1 " FiAr7 FTO. 1�ETA I L m o V4 OALV. PL. STL. PL. I�4 /4 6ALV. PL. o Z ❑ A-402.01 -402.01 > OAP PLATE 3 OAP PLATE B SCALE: 5/4 = 1'-0" SCALE: 514" = P-O" 0 _ a FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL LUMBER OR un FOR CONNECTION OF STL. COL. TO (3) I-3/4" WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE DIMENSIONAL LUMBER OR 5.25" WIDE PSL N N (5) 2" WIDE OR (4) 2" WIDE DIMENSIONAL LUMBER OR 5.25" WIDE P5L � � (4) 5/5" H.D.G. LAG a � � (4) 515" H.D.G. LAO BOLTS (PREDRILLED) C o � = PROJECT: BOLTS (PREDRILLED) PROVIDE BEAM SPLICE PROVIDE BEAM SPLICE I Q II CENTERED ABOVE COL. - CENTERED ABOVE COL. WHEN NOTED ON PLANS WHEN NOTED ON PLANS - - _ - _ _ - - - - - - - LAUREL AV E N U E LOT I > - - - - - INTERIOR FRAMED - - - \ - BEARING WALL AT PROVIDE 3" (MIN) GONG. FOUNDATION LEVEL - � � _ _ _ COVER OF ALL REBAR 5/8"O HOOKED ANCHOR WITHIN P. GONG. FTC. PROVIDE F (MIN) GANG. 2375 LAUREL AVENUE BOLTS ® 48 O.G. W 3 4"x4" P05T WITHIN P. GONG. FT6. COVER OF ALL REBAR _ SOUTHOLD, NY 11971 - WASHER b ENDNUT P.T. SHOE PLATE \\ i O "SIMPSON" ABA44 POST BASE PROVIDE GOLD JOINT 4" THK. P. PROVIDE GOLD JOINT 4" THK. P. - - - - - - - - AT GONG. SEAMS (TYP) GONG. SLAB AT GONG. SEAMS (TYP) GONG. SLAB DRAWING TITLE: - 0 - -� �- - - - - - - - 3/8" THK. II 3/8" THK. H.D. ° DESIGN DETAILS 3/8" THK. STL. PL. � ° STL. FL. I II 3/8" THK. H.D. 4 6ALV. PL. /4 6ALV. PL. I�4 II a r \�I �, a u OAP PLATE 'O' > OAP PLATE 'O' 4" GRAVEL BASE 4" &RAVEL BASE FOR CONNECTION OF STL. COL. TO (4) 1-514" WIDE - 3" " FOR CONNECTION OF 5TL. COL. TO (4) 1-514" WIDE LVL LUMBER OR LVL LUMBER OR 7" WIDE P5L 16 xi2 DEEP P. IS"xI&'xl2" DEEP P. GONG. I PAGE: I I CONC.(M N. COOT.FPS U 7" WIDE PSL _ PAD FT6. (MIN. 4p00 PSI) 8 COMPACTED FILL COMPACTED FILL 81I I _ > = I I I I I I (2) #4 HOR. CONT. (2) #4 HOR. REBAR 02mOJm UPON (2) #4 HOR. =N I I IP2 I 2 REBAR REBAR (4 TOTAL) II II 4 > /4 0 0 „ „ „ DATE: 05/27/25 15 OF 21 5-►/2" O.D. 5GH. 40 HOT I C INTERIOR I Oil BASEMENT 5EAR I NO NALL DETAIL I-� STAIR POST � 18 x 18 x 12 PA17 FTO. 17ETA I L O O 5-1/2" O.D. 50H. 40 HOT DIP 6ALV. 57L. COL. A-402.01 SCALE: 5/4" = I'-Oil A-402.01 SCALE: 5/4" = 1'-O" DIP 6ALV. STL. COL. - - - (ASTM AI23) AS PER \ j I� II (PLAN WELDED TO . PLAN WELDED TO PL. 8"x5"x5/5" THK. .k. "V ii I > �� 8"x8"x3/8" THK, 5TL. BASE FL. STL. BASE FL. > �1\ O 0 (4) 1/2" HOOKED ANCHOR O O (4) I/2" HOOKED ANCHOR �� BOLTS EMBEDDED INTO x� O BOLTS EMBEDDED INTO FOOTING MIN. 4" w/ OVERSIZED � " ' ; �•�:' FOOTING MIN. 4" w/ WASHER AND END NUT SETUP 4, OVERSIZED WASHER 4 /., END NUT SETUP BASE PLATE 'A BASE PLATE ,� I4 5.5 "(P C01L. CAP 5ASE PLATE DETAILS I 5.5 "(P COL. CAP SASE PLATE 17ETAILS /�-402.01 SCALE: 3" = I'-O" ,4-402.01 SCALE: 3" = I'-0" / / V V"�/ �/ v U / / Y � / v" / '✓ . ./ v v / v v �" v ✓ v i v / / / v / / v v . / v �/ V / \��%�/ '✓ �/ �/ � �/ / - v / / Y / �/ V / v v / v v v / v v v v v 'I v v PROVIDE 5" (MIN) GONG. COVEF: OF ALL REBAR WITHIN P. GONG.. PROVIDE STRAPPING 8 NAILING FOUND. WALLS d P. GONG. FT6'E, PROVIDE STRAPPING 4 NAILING AS PER CONNECTIONS 'D' # 'E' IN < I AS PER CONNECTION 'E' IN TYPICAL NAILING/STRAPPING TYPICAL NAILING STRAPPING REQUIREMENTS FOR UPLIFT REQUIREMENTS FOR UPLIFT, SHEAR, d LATERAL RESISTANCE PROVIDE 3 (MIN.) GONG. COVER LJJ SHEAR, d LATERAL RESISTANCE" ON PAGE 6-005 ® EA. JOIST / OF ALL REBAR WITHIN P. GONG. LL1 ON PAGE 6-005 ® EA. STUD. STUD (AS APPLICABLE) FOUND. WALLS $ P. GONG. FT6'S. J M PROVIDE INSULATION PROVIDE INSULATION N BETWEEN CAVITIES NEW 2"xb PER ENERGY TABLE " P.T. SILL PLATE BETWEEN CAVITIES Q PER ENERGY TABLE UPON SILL SEAL UPON COPPER (WHEN APPLICABLE) (WHEN APPLICABLE) � � � b7 TERMITE SHIELD (EXTEND O BELOW F.J. ABUTTING GONG) - w FLOOR SYSTEM AS FLOOR SYSTEM AS NOTED PLAN NEW 5/8"0 HOOKED ANCHOR NOTED ON PLAN NEW (2) 2"xb" P.T. SILL PLATES BOLTS ® 511" O.G. w/5" SQUARE UPON SILL SEAL UPON COPPER O O N z I WASHER 4 ENDNUT TERMITE SHIELD d 'co L0 d. > NEW 5/5"0 HOOKED ANCHOR V BOLTS ® 501" O.G. w/5" 5QUARE C X O � \ -Z a d - WASHER Q ENDNUT O Q O f •': �� GRADE GRADE c m .� � C co f — I T al J Q � a. a II \ HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS PROVIDE STEPPED FOUNDATION WALLS 6'-0" OR GREATER IN HEIGHT WITH ASPHALTIC DAMP ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT A5 FOLLOWS: ^ ` > PROOFING TO II P NEW #4 CONT. HOR. REBAR W EXTERIOR °Ij II >8: #4 REBAR ® BOTTOM, MIDDLE THIRDS, TOP OF HALL (4 TOTAL) A. II ° I O" NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) e I 1 O„ WALL (MIN. 4p00 F'S1) I I j� - NEW #6 VERT. REBAR ® 18" ° . I d ° II - i NEW ADJOINING O.G. FOR FOUND. WALL #6 HOOKED VERT. . II #6 HOOKED VERT. a 11 a FOUND. WALL HE16HT5 OVER"I-O , #4 U VERT. REAR ® 48" O.G. ONCE } REBAR ® 18 O.G. II �% -- - REBAR ® 18 O.G. 'i - _ HEIGHT LESS THAN •1'-0" n ,d ° II ° NEW #5 HOR. REBAR ° ♦ .e ♦ " tl. d. a.' Q ! ° •° r ♦ e I. d .d .. ♦ ....e e .,d a° Ila SPACED VERTICALLY ; _ n .°• _ ° __d_= _ I7 . A. v" a_. =°__-�_�_ • . ♦ II 1 I 12" O.G.;DRILL 4 ° P. GONG. FOUND. Wr<LL I I I a I1 • , ro y I I d ♦ ..° d (MIN. 4,000 PSI) IL a .. II EPDXY PIN 4" INTO IJ .. .' e .4 w II °' e". de . a d e ° d °e . .° GRADE • ASPHALTIC DAMP II - ADJOINING FOUND. II a , n d ' II°..' d•' •II PROOFING TO EXTERIOR II WALL USING QUIKRETE ."♦. d• ° C— __ — 1Ie a d • �.d .II' ° • '° v' .8 a II II HIGH-STRENGTH A .II d: °. d ° I .e d ANCHORING EPDXY d ;< d.. e' '-A .• I I I1I < .d. :. • 1I a (OR EQUAL) 4e II ♦ d .. e,1lf % a • ♦d• !I ° ° Z II a Z' d. • II d:♦ '• ' a ° ede .:ed 0 d (IQve. a 'a• d da• ed.. :•• d a If II° d •t °° ' IId .e.♦ II ° • a d. ♦ I .'IP.. ♦ dd Z .� eIf .,.a - P. GONG. FOUND. WALL ii — „— I II .e d♦ °C •8 ;.d°°,. .m e 11 • nd ♦ • I •de ° ♦ •�. ll e II(MIN. 4,000 P51) O , a ra I.•d a .d e v ° II ° rd .MIN. . .�;��.; '. '4 - --�----�-__ II JI_------ A. O \\ I Ii e.v. a, I1 ..a' •,d .d�♦., ° a .°, ♦ :a a ,•.IIa A. ° et °.d. vqf ° e ° ' IP ••e ° W / f a .II ♦. II �d ° ' .. a e e e d d ',II ,a n,.. ° +e e. d.'u ♦d. #5 HOR. CONT. REBAR ® TOF 4 I • #5 HOR. CONT. REBAR ® TOP .° �1 a BOTTOM OF WALLS, 4 ® 15 O.G. 411, BOTTOM OF WALL5, 3 ® IS O.G. II ° - ^ ^ II° d ♦'. d 4 {' • a �- -s11 =- °- ---'---- (SPACED VERTICALLY) ELSEWHERE e 6EOTEXTILE 6EOTEXTILE :' ° II e c--°---==1�__ -'--� -. R-.:!S: - -- -- --- --?-. II (SPACED VERTICALLY) ELSEWHERE II a ♦ d e . d . I FILTER FA$RIG II a - FILTER FABRIC 4. II ° d v : --? j1 _-11 -_'T— �.e ° II. ♦. TO WRAP ENTIRE TO WRAP ENTIRE P. GONG. CONT. PT6. I P. GONG. CONT. FT6. d - II e ° II e:{I e STONE BED I I STONE BED ♦ d.. • 6 d° OI I: :.. (MIN. 4,000 F SI) : f (MIN. 4,000 P51) Ib II , d if : -0 < .. YII a 11 : d v 11 1 d NEW #5 HOR. REBAR - _--- II • a �I..d II .� ♦: ' If". ."II .d a a a' II P. GONG. SLAB ,il e 4" P. GONG. SLAB (5 TOTAL) - DRILL 8 ------- 4" _ 11 d. II d JL___�__\1A I! ° y ° =# NEW #4 BENT VERT. REBAR d , 4 EPDXY PIN 6" INTO °. II GG _— _ =Ii_ .__� q ..; .� . . ♦. ® 24" O.G. HOOKED 6"xb"-IOxlO W.W.M. BETWEI=N 1I - 6 xb -IOxI0 W.W.M. BETWEEN ADJOINING FT6. II • d ' - $ENEATH HORIZ. REBAR CENTER d UPPER�j OF SLAB 1 u CENTER E UPPER � OF SLAB - U51NG OUIKRETEe SECURED IN PLACE DURING POUR II V SECURED IN PLACE DURING POUR ° o _ HIGH-57REN6TH ' a II,a ° d 11 'd a• e •eIl II' E X „ ° e. °a o 0 o I o 0 o ANCHORING EPDXY =-_ II •d 1I�e ° - 'd. II': < O I a 1 = - I I I1.. • e -- -d I I All I. e b I P. GONG. SITEPPED FT6.P. d . I ! a I (OR EQUAL) 11 ° =====AL - -----;= 1.==u=== - 0 o d 4 (MIN. poo P ) ° °, • ells. L - o z e ♦, a �_�°. d _I o Z C .d d•- are a ' I^.. d;A ♦ 4 S ♦. 6 MIL POLY �-�I ° ° 'O _ 6 MIL POLY ° e a..il.°'.' ,. 'FI. °.e NEW #5 HOR. REBAR if\ MOISTURE RETARDER da .e v� o _ MOISTURE RETARDER ( ad , '. ,� o� = 11° II •4 ° -.° II�- V.I.F. NUMBER OF STEPS REOUIRED (5 TOTAL) II a ° ° 4" GRAVEL EASE ° ad • I 4" GRAVEL EASE ° od _ .d a__ II° e d I m---------- =y3— _ (5) #5 HOR. CONT. REBAR-- „ „ J(5) #5 HOR. CONT. REBAR- 3ii d d • e ♦ PROVIDE 5" (MIN.) GONG. COVER Z -O" I 2'-O" — NEW ADJOINING a OF ALL REBAR WITHIN P. GONG. Z O PROV. GLEAN _ I I PROV. GLEAN 5" MIN. FOUND. WALLS 6 P. GONG. FT6 S. 0 COMPACT FILL COMPACT FILL FT6. MIN. 4 -0 N O O 0 m Z n 3 8 FCUN17. 1�lALL 1�ETA I L (PARALLEL TO F.J.) 1� FOUN1�. NALL 1�ETA I L (FERFEND I OULAR TO F.J.) p STEPPED FOUNDATION NALL 17ETA I L 2 „ - „ fit-403.01 SCALE: 3/4 = I'-O" A-40�J.01 SCALE: 3/4" = I'-O" �-403.01 „ SCALE: 3/4 - I -O W M 10" THK. P. GONG. WALL Z_ Z (4) #6 VERT. REBAR O J_ U N ° d — • Z �c W m V _I � Q 0 " °d d� I O Z #5 STIRRUPS a 6 O.G. V n. I ei \/ (® 4" O.G. FOR I2" ® TOP 4 BOTTOM) '•, .'< . L0 N VERT. REBAR � COLUMN ® CORNERS H N PLAN VIEW 0 10 THK. P. GONG. WALL PROJECT: (4) #6 VERT. REBAR LA U R E L AV E N U E e .a o LOT 1 i #5 STIRRUPS ® 5" O.G. (® 4" O.G. FOR 12" ® TOP # BOTTOM) VERT. REBAR VIEW LUG 2375 LAUREL AVENUE SOUTHOLD, NY 11971 #5 STIRRUPS a 5 O.G. SIMPSON MST48 (48" LONG) DRAWING TITLE: II.: .. I (® 4" O.G. FOR 12" ® TOP 4 BOTTOM) .a STRAP TIE CONNECTING RIDGE d' .II d.I I� ROOFING 8 ROOF SHEATHING BEAM 4 RIDGE BOARD, SPLIT DESIGN DETAILS If II' ♦a (4) #6 VERT REBAR EXTENDING TO • . I I A. 'I i. PER SECTION NOTES LENGTH EVENLY ACRO55 \ TOP OF FOUND WALL, DIRECTLY '1I.__°I I " •." MEMBERS l BENEATH STEEL COLUMN BASE dell •' III a (2) I.15"x1 l.e>15" T.J. 2.OE „ PLATE, 1-05T BASE, OR BEAMS A5 d I I a l I 2 xl2' RIDGE BOARD ° MIGROLLAM LVL RIDGE SEAM 1 (NON-STRUCTURAL) INDICATED ON STRUCTURAL FLANS I1 I1 .1I P. GONG. _O di+---e 11 WALL AS d'.I I' Ali ^' PER DETAILS (4) #(6 BENT REBAR 1 I 16 PAGE: i�� fL r-7 � � I�� � ° IIII' .10I4 = <0. A-40,101 11I'-0. 1 � ' I I IIII ryZ Ili " III I e' ' PROVIDE 5" (MIN.) GONG. G01/ER aJIII_-DILL' OF ALL REAR WITHIN P. GONG. °9: :I III III I / / 16 OF 21 DATE: 05 27 25 I III ♦•III I. ,'.d .♦d FOUND. WALLS d P. GONG. F''G5 a'.. uII IFS. a ♦ e ° ♦ d .♦. 'O 'a II Il ...P. GONG. CONT. FTC.:. II , II I I AS PER DETAILS °.. �, :. e • JI II --- d ------___-_.-_----'------_- .- _------�- _ 2"xl0" R.R. w/SIMP50N LRUZ 4"x6" RIDGE POST 4__—__a__e__.� .,__—<'_ °__.CT��4 �__--, �_e-=a HANGERS ® RIDGE BEAM :•, ' , '''�t"� , SIMPSON A06 (OR HOR. CONT. REBAR ACH6Z) POST GAP WITHIN P. GONG. CONT. FT6. AS PER DETAILS 1' 2 I VER71 CAL REBAR� COLUMN DETAIL 22 R I DOE 5M. TO RC)OE �3D. CONNECTION 17ETA I L ! A-403.01 SCALE: 5/4" = 1'-0" A-403.01 SCALE: 5/4" = I'-oil 0 E I A L S Nr I /I'5 0 L E***r : GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD AND a NEW PARTIAL HEIGHT HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. EXISTING TO BE DEMOLISHEDbj��f DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. WOOD FRAME (L.G. STL. 2. SPECIFICITY OF CONCRETE DES16N MIX SHALL BE BY OTHERS. Q WHEN APPLICABLE) 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION 0 EXISTING TO REMAIN 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR W NEW FOUNDATION ALL ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER Lu �-=-.--d NEW WOOD FRAME (L.6. W CONFORM TO AGI 506. ENCOUNTERED. -I cu --i STL. WHEN APPLICABLE) // 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. 4-+ (�J SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO Q NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL TEMPERATURES WITHIN 10° F OF CONCRETE. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT ul 6l WOOD FRAME (L.G. STL. POST FOR 4" WALLS 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 516 CODE. C� �- WHEN APPLICABLE,) (MIN. (2) 2"x6" STRUCTURAL 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. _ I.- P05T FOR 6 WALLS), U.O.N. REMOVE AS REO'D. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED = (.0NEW 2-HR FIRE RATED CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT '4-+ 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE NEED TO BE EPDXY COATED. i- Z O WOOD FRAME (L.6. STL. PERMITTED WHEN NECESSARY. 0 �_ N i WHEN APPLICABLE) 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS d f6 �j- SHALL BE STAGGERED. --7-77 AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. X � 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL W HARDAF:E IN �0 0 0 CV STRUCTURAL PLAN NOTES PLACE CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, 0 m °4-J COVERA&E5, AND PLUMBNE55. � In q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE CV SPLICED STRUCTURAL MEMBER: TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: 27-� PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 0 O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ca 12 8. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT Q ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 (ASTM G494/G494M,TYPES G AND E). CONCRETE. �--- ABOVE INDICATED PO5TS/GOLUMN5. SILL SEAL; F INDICATED).P.T. SILL PLATE ® LOWER SHELF (WHERE SHELF IN 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL' ® STACKED POST/COLUMN: ANCHOR BOLTS AS PER PAGE 0-003 AREAS EXCEED ONE SQUARE INCH. LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN • P. GONG. FOUND. WALL AS PER DETAILS 18/A-403 4 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED rI 1 ON FLOOR ABOVE. IQ/A-403 TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS W STACKED POST/COLUMN: P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY REACHED A COMPRESSIVE STRENGTH OF 800 P51. LOCATE INDICATED PO5T/COLUMN ABOVE P05T/COLUMN ON • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-O" BELOW GRADE MIN. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. FLOOR BELOW. 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 3 EXTENDED FRAMING TO ROOF RAFTERS: APPLICABLE) PROVIDE FRAMING EXTENDING FROM G.J.,WALL, BEAM, OR AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 4-J HEADER (DELON) TO SUPPORT R.R: (ABOVE). .- i STOOPS (WHEN APPLICABLE) OLOAD BEARING WALL (ABOVE MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET 3B AS INDICATED BY DASHED OUTLINE. FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) i ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY n 1 UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 13 PROVIDE 4" SHELF FOR F.J. BEARING. � �1 ��L��/, m 3G INTERIOR LOAD SEARING WALL: REAR PORCH FTC. DEPTH NEED NOT MATCH T W AS INDICATED BY HATCHING. BEAM POCKET: 14 AL16N STUDS OF BEARING BASEMENT FT6. DEPTH PROVIDED BACKFILL WALLS TO LAND DIRECTLY UPON O I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL COMPACTED IN b" LIFTS AND PORCH FT6, F.J. OR BEAM (WHEN APPLICABLE) BELOW. WIDTH OF BEAM, FOR A LENGTH OF I THE WALL HOLDOWN (IST FLOOR TO 2N1✓) FLOOR): THIGKNE55 (3.5" MINIMUM). SEARING 3'-6" MIN. BELOW GRADE 4 HOLDOWN 'A' AS PER PAGE 65-003 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF � r , BEAM TO PROMOTE AIR CIRCULATION 4D 0 c 4B HOLDOWN (FOUNDATION TO I5T FLOOR): 3. PROVIDE COPPER FLA5HIN6 BETWEEN ALL WOOD AND 4D HOLDOWN 'B' A5 PER PAGE 6-003 CONCRETE INTERFACES 4. BEAM SHALL REST ON GALV. STEEL SHIMS;GROUT IN , 10-3 25-O O HOEDOWN (FOUNDATION TO 157 FLOOR): PLACE ONCE BEAM PLACED. '4D HOEDOWN 'D' AS PER PAGE 6-OC�3. ••.• 1 O 'j 12 USE HOLDOWN MODEL STHD14 (RATHER THAN 5THD14RJ) REINFORCED P. GONG. SLAB - 0 - - 0 FOR FOUNDATION WALLS WITHOUT RIM JOISTS. 15 I. 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON ° RIDGE BEAM P05T STRAPPING (INTERIOR P05T5): 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C ~ _T SA I. CONNECT RIDGE BEAM POST TO SUPPORTING MEMBER CONDENSER SLAB) UPON ® r- ® Q BELOW(G.J. OR FLUSH BM., PS NOTED) w/ INVERTED 3. 4" (MIND 6RAVEL BASE r r - - - - - - - - -LL - - - - - - - - - - SIMPSON BGb POST GAP = ' 21 TOP OF FOUND. WALL MAY BE STEPPED DOWN AS cV a 2. ALTERNATIVELY CONNECT wry SIMP50N G520 Ib REQ.'D TO ACCOMMODATE 6ARACE DOOR CLOSURE y2" 8'-5y2" O 4_ __jl7 5TRAPPIN6, WRAPPED UNDER. 4 BACK UP SUPPORTING MEMBER (w/ MAXIMUM END LENGTH NAILING ACHIEVED (VERIFY DIM. IN FIELD) m - - - - - - -ON STRAPPING ON BOTH SIDES OF RIDGE POST). - - - 143. 5TRAPPIN6 SHALL BE USED IN LIEU OF INVERTED 17 FOUNDATION WALL HE16HT CHANGE: qC(2) 175"x95" T.J. 2.OE 'POST GAP FOR P05T5 WIDT�f WIDTHS LE55 THAN 5.5" I. STEP UP TOP OF FOUND. WALL AS REQUIRED BETWEEN RETURN FOUND. WALL 4 FT6. OF 14 I- L MIGROLLAM LVL L6ARA6E 4 BASEMENT FOUNDATION WALL5 (6ARACE BASEMENT STAIRS TO JOIN THAT ' DROPPED BM.RIDGE BEAM POST STRAPPING (ABOVE WINDOWS): WALL t 1-�" HIGHER THAN BASEMENT WALL;V.I.F). OF BASEMENT (TOP OF RETURN 6 (CONTINUOUS SPAN) C 14 III , 5B I. CONNECT RIDGE BEAM POST TO WINDOW HDR w/ 2. ENSURE GARAGE FOUND. WALL ADJACENT TO WALL LOCATED DIRECTLY 8B 8B aC SIMP50N C520 STRAPPING (INDIVIDUAL STRAP PER EA. EXTERIOR GRADE 6" MIN. ABOVE EXTERIOR GRADE BELOW 6RADE/LANDINC) I W POST PLY). (GARAGE WALL (GARAGE WALL * cl" HIGHER THAN m 12 2. ACHIEVE MAXIMUM END LENGTH NAILING AT BOTH BASEMENT WALL IN THESE AREAS;V.I.F) qA 1 W HEADER 4 POST. O th STEPPED FOOTING 4D - - - - - 1 tL 3B Q Q GEILIN6 JOIST STRAPPING: 18 FT6. TO STEP AS NEEDED TO ALIGN WITH ADJOINING FOOTINGS, AS PER DETAIL 20/A-403. 21 0 O I. CONNECT OPP051NO GEILIN6 JOISTS ACROSS MAINTAIN MIN. 3'-0" BELOW GRADE TO BOTTOM OF FT6. - - - - - I Q 0 I I� D_ FLUSHNPSET BEAM USING SIMPSON C520 5TRAPPIN6. FASTEN EA. END w/MIN. 00) ,3D NAILS. TYPICAL CLOSED FOUNDATION v I 0 �0 p 0 2. AT SUPPORTING WALLS (OPPOSITE END OF JOISTS la ® PORCHES / PATIOS / GONG. STAIRS: Q w z a. 14 m0 m0 m0 � �I- NO � ro � m u� 0 FROM FLUSHNPSET BEAM) CONNECT GEILIN6 JOISTS TO I. SEE DETAILS 6/A-401 4 VA-401 II-7/8" TJI 110 F.J. 9 ° 0 z 9 ° U > 0 Z RAFTERS, TOP PLATES, 4 STUDS PER CONNECTION '51' 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1,48 AWAY III ►- - BASEMENT .o g ►- 7 ►- O D ® Ib O.G. w/ 51MP50N H_ IL ON PAGE G-003. FROM BUILDING IU51.8I/II.88 HN6R. ® FLUSH BM. - ® UNCONDITIONED; ® ® Lu ® I ( - ® m a 6"x6" P05T w/ COLUMN CASINO: 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 3B ( in _j UNFINISHED SPACE - Q _j p 6O p 0 - W O I. PROVIDE 6"xb" P.T. POST INSIDE HB4G PERMAGAST FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, !u !SPHALTIC MASTIC lL ! N ! N N E C7 (OR EQUAL) COLUMN CASINO. 4. PORCH/ PATIO DIED ALL 1WALL5NO IN AOF SEPARATE POURS SHALL O m Z N 2. CONNECT POST TO BEAM w/SIMPSON AGH6Z POST GAP BE DOWELED w/ #5 ® 6" O.G. VERTICAL TO EA. OTHER (PROVIDE SHIMMING AS REO.D TO MATCH BEAM WIDTH 9G ( ; �p 3 I F Q TO POST GAP WIDTH). 4 TO MAIN FOUND. 12 G dJ SE I IN w p 3. WHEN POST FALLS UPON WOOD FRAMIN6, CONNECT POST TO UPSET BEAM: x x r-a r ZO POST TO SUPPORTING BEAM w/SIMPSON GMSTGI6 �O - 13 PLACE POST UPON I ` ^ I Q F=5.25 x7 T.J. 1.8E PARALLAM PSL P05T (PLANK POSITION) cV SIMPSON ABA44 P05T w STRAPPING, WRAPPED UNDER 4 BACK UP BEAM (w! TO UPSET BM. w/SIMPSON "GGQ7.1-65D52.5" COLUMN GAP ' -I J s� BASE IN PAD FT6. ^Ip O m m W MAXIMUM END LENGTH NAILINEs ACHIEVED ON WHEN POST NOT LOCATED ABOVE FOUNDATION WALL, r Q - m ct STRAPPING ON BOTH SIDES 0`2 POST) INSTALL DIRECTLY UPON FOUNDATION-LEVEL BEAM tL 0 t ® � 0 m 4. WHEN POST FALLS UPON FOUNDATION SYSTEM, CONNECT tY 15'-lOy2" 6'-IV2" 4'-Oy2" 5' 6" 5'-6" 23'-lOy2" 0 z POST TO ENLARGED GONG. FOUND WALL w/ABU66Z BENEATH w/ INVERTED GG7 I/8-6 COLUMN GAP 4 SE p P05T BASE 4 PROVIDE 2" MIN. GONG. COVER ON ALL JOIN BASE PLATES INTERRUPTED BY CONTINUOUS ! �-�Qz - - _ _ 8G e7: V - WHEN P05T LOCATED OOATED ABOVE FSIMPSON 0520 OUNDATION WALL, J tr ( (4) 1.75 x11.875 T.J. 2.OE MIGROLLAM Z m V SIDES. ENLARGED GONG. FOUND WALL TO HAVE I6 xlb �- FOOTPRINT, CENTERED AT INDICATED POST. INSTALL DIRECTLY UPON FOUNDATION WALL w/ p H LVL DROPPED BM. BELOW WALL H H - I I w -� 0 PAD FOOTING 5IMP50N "C57 1/8-6" P05T BASE. CONNECT ADJACENT U ABOVE (CONTINUOUS SPAN) -18"x18"xl2" DEEP P. GONG. PAD FOOTING A5 PER DETAIL SILL PLATES TO FOUNDATION WALL WITH ANCHOR 15 -Uu - ? - - 14 Iq VZ a17/A-402. CENTER PAD BENEATH '4"x4" POST TO STAIR BOLTS,6" TO 12" FROM THE POINT PLATE5 AREw LANDING 4 INSTALL SIMPSON ABA44 P05T BASE. INTERRUPTED BY POST BASE (END CONDITION PER p- 0I � _ ' PAD FOOTING ANCHOR BOLT SPECIFICATIONS ON PAGE G-003). --�, I L ci < I J I - t� G 6 w III 4D 24"x24 x12 DEEP P. GONG. PAD f"OOTIN6 AS PER VERTICAL REBAR COLUMN (TYP.): = d -T - ? - - - - - - - -1 _ 8F IR II N!L - - - - - - - - - e} N DETAIL 8/A-4o2. 21 (4) #6 VERT. REBAR AS SHOWN IN DETAIL 21/A-403; F 1 p z � cm COORDINATE LOCATION w/SUPPORTED POINT LOADS r - 2"x8" F.J. RIP TO 0 V ® � (2) 1.75Nlb75" T.J. 2.OE a Vj ' ti 8G PAD FOOTIDEEP P. GONG. PAD 1=OOTIN6 AS (BEAMS/t'OSTS/COLUMNS/JACK STUDS/DIRECTLY ABOVE) _ eJ 8D p - 0 -��� MIGROLLAM LVL FLUSH cN - LIB �Q � REQ.D RISER SIZE) I_ ( BM. w/ SIMPSON HU410lu- - Q O PER DETAIL q/A-402. 4'-8" 0 �j 0 �j I N dd ® I6 O.G. UPON ►- Q I 0 N Q HN6R. ® SUPPORTING F.J. 0 O P05T 4 COLUMN DESIGNATIONS: I r -_ 0 - O LANDING JOISTS ® _ �� POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED - - = NEW UP I'` r �o J =��u PAD FOOTING AS FOLLOWS. NOTE THAT THESE DE516NATION5 DO NOT IMPLY m 6 2"xb F.J. 4B ! V. 0.P 0 H 3® -� -� PROJECT: BD 36"x36"x18" DEEP P. GONG. PAD 1=00TIN6 AS PER SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED I ® ® FLAN O.G. _ry 30 _Q d �j j 18 DETAIL 10/A-402. I J r -� -j (LANDING) I r 0 BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD FRAMING REQUIREMENTS. I I'--�2" - _ I I '�_= 16 LAUREL AV E N U E PAD FOOTING 8E 42N42"x21" DEEP P. GONG. PAD FOOTING AS PER 4D B DETAIL II/A-402. A2 (2) 2 x4 POST B2 (2) 2 xb POST I ? - - - - - - - - - - „ 13 I 4D J 21'-2° ' LOT 1 - G k-3'-6 ® 167/O.GTw/5 MP50N III 12 y2 PAD FOOTING p,3 (3) 2"x4" POST B3 (3) 2"xb" POST •• •• - J 8F 48"x480x24" DEEP P. GONG. PAD FOOTING AS I IUSI.BI/11.88 HNGR. ® FLUSH BM. - - aC - 11-7/8" TJI 110 F.J. ® 16" O.G. I - - - - - - - J PER DETAIL 12/A-402. w/ IU51.81/11.88 HNCR. - - - I SUPPORTING F.J. 17 ' A4 (4) 2N4" P05T B4 (4) 2"xb" POST _ _ _ PAD FOOTING • ' • ° . _ 15'-1r' - 2375 LAUREL AVENUE 54N54"x2l" DEEP F. 4B (2) 1.75"x11.875" T.J. 2.OE MIGROLLAM LVL F.J.1 C PER DETAIL 3A-4O2 ONG. PAD 'FOOTIN6 A5 A5 (5) 2"x4" POST B5 (5) 2"xb" POST SOUTHOLD, NY 11971 (3) 1.75"x1.875" T.J. 2.OE > CONTINUOU5 FOOTING „ MICROLLAM LVL F.J. II-7/8" TJI 110 1 4D 0 OqA 16"x8" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS „ II-7/8 TJI I10 „ GARAGE SLAB p- -� 4 x4 POST ®--•� b xb POST F.J. ® I6" O.G. tt SUPPORTING STAIR STRINGERS F.J. ® I6 O.C. , ' b/A-401 4 7/A-401 (AT GONG. PATIOS 4 GONG. EXTERIOR L - - - - - - - - - 4 P05T ABOVE,w/51MP50N 18 ry DRAWING TITLE: STAIRS) 4D HU612 HNGR. ® SUPPORTING F.J.; 13 aG CONTINUOUS FOOTING --- D 4"x6" P05T 8"x6° POST „ , ' 12 = - PROPOSED STRUCTURAL PLAN E '- r INCREASE FOUNDATION ' > 9B 16"xl2" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS I6/A-402 (AT FOUND. LEVEL INTERIOR BEARING WALLS) J PORCH ABOVE s WALLS TO 12" THICKNESS 4 13 3-1/2" O.D. 50H 40 5-1/2" O.D. SGH 40 4D la 7 PROVIDE 2"x8" UPPER P.T. CONTINUOUS FOOTING C STL. COL. (ASTM H STL. COL (ASTM p 7 SILL PLATES BELOW EAVE qG 24 xl2 DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS AI23) BY SIMS � AI23) BY SIMS p E WALLS TO ACCOMMODATE I5/A-403 4 IQ/A-403 (AT 6ARAOE 4 BASEMENT) STEEL (OR EQ) STEEL (OR EQ) ' J DBL:HOT. FRAMING -" 15 �f E aA FRONT PORCH FT6. DEPTH TO m ATTIC AGGE55 - FULL-DONN 5TAIR/AGCE55 HATCH: MATCH BASEMENT FT6. DEPTH I- - - - - - - - -J % I6 _ 10 WALL STUD FRAMING NOTE: L- - - - - �Q- - - - - - - - - -I I. MIN. 550 # CAPACITY L , , PAGE: 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x3O") COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH ° ,• ° . • • , a ,, , : ,, , , , °' ', ,•, a SPECIFICALLY INDICATED JOISTS, BEAMS 4 UNSHEATHED ' ' a ' 3. DBL. FRAMING WHEN NEW OPENING POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON - - - - - - - - - - - - - - - - - - - - - t�� - - - - - - - - - - L 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4a L - INSULATION ABOVE w/WD. FR. (OR EQJ BAFFLE OR DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY 23-5 4DS_mto loo BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS RETAINER TO PREVENT INSULATION FROM ENTERING PROVIDED AS INDICATED BY P05T/COLUMN DESIGNATIONS. ` a DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE INCREASE FOUNDATION WALLS TO 12" I - - - - - - - - - - - - - - - - - - - -J THERMAL ENVELOPE OF BUILDII1,16). TYPICAL DOOR/WINDOW HEADER NOTE: THIGKNE55 4 PROVIDE n 2NI2" P.T. SILL PLATES 5. INSTALL AS PER MANU. 5PEC.s PROVIDE (2) 2NIO HEADERS AT ALL DOORS 4 WINDOW5,U.O.N. BELOW GABLE WALL SEE PACE 6-005 FOR NAILING/5TRAPPING/FRAMING REQUIREMENTS TO ACCOMMODATE DATE: 05/27/25 17 OF 21 TYPIGALLED6ERBOARD: - - I. (I) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR (BY OPENING WIDTH) THAT SHALL BE PROVIDED,U.O.N. DBL.-HOT. FRAMING SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: 4D 4D EXTERIOR INSTALLATIONS) 2. SECURED w/(2) 5/8" 4' x 5" LONG H.D. GAL. LAO BOLTS ® I b" O.G. 5. INSTALL H.D. 6ALV. J015T HAN5ER5 BY 'SIMPSON' (OR _ EQUAL) - 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING 12'-q" 12'-O" 15'-O" ° ".. TUCKED UNDERNEATH 51DIN6 4 BENT OVER TOP EDGE 6.,..:a OF LEDGER BD. 501L BEARING CAPACITY NOTE: 3a'-a" 10'-3" 25'-O" STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/S.F. •4.' _ Li FROFOSF_D FOUNDATION 57RUGTL)RAL PLAN SCALE: 1/4" = P-O" O ENE \L 5"%r ''50L <E)"" : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT��-T �J y400D FRAME (L.G. 5TL. Q EXISTIN WHEN APPLICABLE) LU EXISTING TO REMAIN � Q -� NEW WOOD FRAME (L.G. NEW FOUNDATION WALL -----i 5TL. WHEN APPLICABLE) J u NEW I-HR FIRE RATED MIN. 2 2"x4" STRUCTURAL cv WOOD FRAME (L.G. 5TL. El POST FOR 4" WALLS C WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q POST FOR O 6" WALLS), U.O.N. .O 0 NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. ,i WHEN APPLICABLE) O O CV z O c c 2 x � N Lo �� ✓ �/ a co 5TRUOTURAL PLAN NOTES O p O }' SPLICED STRUCTURAL MEMBER: 4-' CV 4-J Ln O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 12 TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: O O p .C6 � ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY • SILL" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 Q � � � 0 ABOVE INDICATED POST5/COLUMNS. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF (WHERE SHELF INDICATED). ® STACKED POST/COLUMN: • ANCHOR BOLTS AS PER PAGE 6-005 LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN • P. GONG. FOUND. WALL AS PER DETAILS 18/A-403 4 ON FLOOR ABOVE. Iq/A-403 STACKED POST/COLUMN: • P. GONG. FT6. A5 PER DETAIL(S) NOTED SEPARATELY W LOCATE INDICATED POST/COLUMN ABOVE P05T/COLUMN ON ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR FLOOR BELOW. • B.O. FOOTING V-0" BELOW 6RADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN EXTENDED FRAMING TO ROOF RAFTERS: APPLICABLE) PROVIDE FRAMING EXTENDING FROM G.J.,WALL, BEAM, OR AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / HEADER (BELOW) TO SUPPORT R.R (ABOVE). STOOPS (WHEN APPLICABLE) +J70 3B LOAD BEARING WALL (ABOVE): MASON TO ACCOUNT FOR FINISH STONE ON THIN SET AS INDICATED BY DASHED OUTLINE. FOR HE16HT OF WALL 4 SLAB (WHEN APPLICABLE) v ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 13 PROVIDE 4" SHELF FOR F.J. BEARING. 3G INTERIOR LOAD BEARING WALL: M AS INDICATED BY HATGHIN6. BEAM POCKET: . - 1 1 1 AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 14 I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL F.J. OR BEAM (WHEN APPLICABLE) BELOW. WIDTH OF BEAM, FOR A LENGTH OF � THE WALL ' HOLDOWN (151 FLOOR TO 2ND Fl_OOR): THICKNE55 (55' MINIMUM). HOLDOWN 'A' AS PER PAGE 0-003 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF BEAM TO PROMOTE AIR CIRCULATION 4B HOLDOWN (FOUNDATION TO 15T F OOR): 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND HOLDOWN 'S' AS PER PAGE 6-003 CONCRETE INTERFACES f OLDOWN (FOUNDATION TO 15T FLOOR): 4. BEAM SHALL REST ON GALV. STEEL SHIMS;GROUT IN • - 4D HOLDOWN 'D' AS PER PAGE 6-003. PLACE ONCE BEAM PLACED. USE HOLDOWN MODEL STHM14 (RATHER THAN STHDI4RJ) REINFORCED P. GONG. SLAB FOR FOUNDATION WALLS WITHOUT RIM JOISTS. 15 I. 4" THK. P. GONG. SLAB w/6"x6"-l0/10 W.W.M. UPON ^` RIDGE BEAM POST STRAPPING (INTERIOR POSTS): 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C B3 B3 w I. CONNECT RIDGE BEAM POST TO SUPPORTING MEMBER CONDENSER SLAB) UPON (5) I.75"11.8-75" T.J. 2.OE MIGROLLAM HDR Q BELOW(C.J. OR FLUSH BM., AS NOTED) w/ INVERTED 3. 4" (MIN) GRAVEL BASE 4D _ - ■ 4 SIMPSON B06 POST GAP � p 2"x8" F.J. 0I6" O.G. BETWEEN TJI F.J; -- - -� CANTILEVER2. ALTERNATIVELY CONNECT w/ SIMPSON 0520 TOP OF FOUND. WALL MAY BE STEPPED DOWN AS PAST EXTERIOR WALL TO STRAPPIN6, WRAPPED UNDER 4 BACK UP SUPPORTING 16 REQ•'D TO ACCOMMODATE GARAGE DOOR CLOSURE SUPPORT LOWER R.R 4 FASTEN TO 14" TJI 110 F.J. MEMBER (w/ MAXIMUM END LENGTH NAILING ACHIEVED (VERIFY DIM. IN FIELD) SUPPORTING F.J. w/51MP50N LUS26 HAN6ER5 O.G. w ON STRAPPING ON BOTH SIDES of RIDGE POST). I ( (SEE SECTION I-I/A-301) SIMPSON MIUI.51/14 3. STRAPPING SHALL BE USED IN LIEU OF INVERTED 1-7 FOUNDATION WALL HEIGHT CHANGE: z m z - - - - - - - - - - - - - - _ - - - - HNGR. 0 FLUSH BM. P05T GAP FOR P05TS WIDTH WIDTHS LE55 THAN 551 1. STEP UP TOP OF FOUND. WALL AS REQUIRED BETWEEN Ul x 2� z w X ►- 6ARA6E 4 BASEMENT FOUNDATION WALLS (6ARA6E - �� LIVING ROOM Q O 0 w 4D RIDGE BEAM POST STRAPPING (ABOVE WINDOWS): ws.F. N _ OWALL t 14" HIGHER THAN BASEMENT WALL;V.I.F). 5B 1. CONNECT RIDGE BEAM POST TO WINDOW HDR w/ 2. ENSURE 6ARA&E FOUND. WALL ADJACENT TO I Imo-m (3) 2"xl2" HDR I 4D SIMPSON 0520 STRAPPING (INDIVIDUAL STRAP PER EA. EXTERIOR &RAVE 6 MIN. ABOVE EXTERIOR GRADE �.I POST PLY). IL (GARAGE WALL (GARAGE WALL t q" HIGHER THAN WD, FRAMED N I I> 1L N uI 0 _ _ _ _ _ 2. ACHIEVE MAXIMUM END LENGTH NAILING AT BOTH CHIMNEY CHASE w/ z v BASEMENT WALL IN THESE AREAS;V.I.F) ��z w HEADER 4 POST. STONE FACADE 0 0® STEPPED FOOTING r Z N ry tC ►t,pI 4 d1 0 � 18 FT6. TO STEP AS NEEDED TO ALIGN WITH ADJOINING I- '� -� f I.'IS`x"f.25" T.J. 2.OE 0 2 G_EILING JOIST STRAPPING: 0 v ry ®z - O I. CONNECT OPPOSING GEILIN6 JOISTS ACROSS FOOTIN65,AS PER DETAIL 20/A-403. H z v �� Q 3B I MIGROLLAM LVL F.J. I 0 MAINTAIN MIN. 3'-0" BELOW GRADE TO BOTTOM OF FT6. O - ? ` `fl BELOW WINDOW JACK FLUSH/UP5ET BEAM USING SIMPSON C520 5T'RAPPIN6 V N u ° ;t 02 STUDS w/HHU548 HNGR (V FASTEN EA. END w/MIN. (10) SD 'NAILS. TYPICAL CLOSED FOUNDATION x> z S - x _ _ ®_SUPPORTING F.J. _ _ _ m 2. AT SUPPORTING WALLS (OPPOSITE END OF JOISTS Iq ®_PORCHES / PATIOS / GONG. STAIRS: -I (3) L'15"xl4" T.J. 2.OE MIGROLLAM F.J. Z FROM FLUSHA P5ET BEAM) CONNECT GEILIN6 JOISTS TO I. SEE DETAILS 6/A-401 4 VA-401 ( BEAM SHALL BE UPSET INTO ROOF RAFTERS, TOP PLATES, 4 STUDS PER CONNECTION '51' 2. ALL HORZ. SURFACES SHALL BE PITCHED 4 1:45 AWAY DECK PARAPET WALL ABOVE; - O ON PAGE 6-003. FROM BUILDING ENSURE FULL WEATHER-PROOFING 14" TJI 560 2ak,°• O O N O6"xb" POST W/ COLUMN CASING: 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 4 4D O - - - - - - - - - - -OF BEAM AT THIS INTERFACE - - -3g F.J. ® 12" O.G. raeca�w N �i� ? 1. PROVIDE 6"x6" P.T. POST INSIDE H546 PERMAGAST FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, T-b n e (n It (OR EQUAL) COLUMN CAST N6. BED ALL FLA5HING IN ASPHALTIC MASTIC _ - - _ _ - _ _ _-_ _ _ - _ -_ _ _ _ _ m Z 2. CONNECT POST TO BEAM w/SIMPSON At' P05T GAP 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL - F4) 1.15"x22" T.J. 2.OE MIGROLLAM UPSET BM. (FLUSH w/TOP OF F.J.) BELOW BEDROOM 2 :� o BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER °° In (PROVIDE SHIMMING AS REQ.'D TO MATCH BEAM WIDTH WALL w/51MP50N HH6U5-1.25-SD5 (H=22) HN&R. 0 SUPPORTING UPSET BM. 0 3S 231.8 S.F. BP(fil 2 O Q 4 TO MAIN FOUND. TO POST GAP WIDTH). O w KITCHEN 30 0 S Z ui 3. WHEN P05T FALLS UPON WOOD FRAMING, CONNECT POST TO UPSET BEAM: 9)W I ': I 1 2'10 S.F. FRAME INTERIOR A ,tow- POST Z TO SUPPORTING BEAM w/ SIMPSON CMSTGI6 (O in 5.25"x7" T.J. 1.8E PARALLAM P5L POST (PLANK POSITION) I v �j WALL w/2"xb" o`e RN° z O STRAPPING WRAPPED UNDER 4 BACK UP BEAM (w/ DINING ROOM TO UPSET BM. w/SIMPSON "CC01.1-65D52.5" COLUMN GAP I BEDROOM I _U 0 i Q 0 tt STUDS ® 16" O.G. O4 Q V MAXIMUM END LENGTH NAILING ACHIEVED ON 5165 S.F. IL STRAPPING ON BOTH SIDES OF POST) - WHEN POST NOT LOCATED ABOVE FOUNDATION WALL, IbO.q S.F. 3G 3B _ 3 w - ' f� I w o INSTALL DIRECTLY UPON FOUNDATION-LEVEL BEAM w z Z IL I p m O mcA p 4. WHEN POST FALLS UPON FOUNDATION SYSTEM CONNECT N F- POST TO ENLARGED GONG. FOUND WALL w/ABU66Z BENEATH w/ INVERTED "C-01 I/8-b" COLUMN GAP 4 14" TJI 560 F.J. ® Ib" o.G. 4 �- ® ® I Q 7 4z ® 0) o cn JOIN BASE PLATES INTERRUPTED BY CONTINUOUS 14" TJI 110 w/SIMP50N IUS3.56/14 I f w -> >= Z Z P05T BASE 4 PROVIDE 2" MIN. GONG. COVER ON ALL O 1 -I O SIDES. ENLARGED GONG. FOUND HALL TO HAVE 16"xlb' POST USING SIMP50N 0520 STRAPPING. F.J. ® 16" O.G. HNSR. ® FLUSH BM. ��Q � Z tlu 0 C zcL 0 0 O FOOTPRINT, CENTERED AT INDICATED POST. - WHEN POST LOCATED ABOVE FOUNDATION WALL, ~ Q s Q ® � N INSTALL DIRECTLY UPON FOUNDATION WALL w/ �f x = tt i „HOOK Z m L) PAD FOOTING SIMP50N "051 I/8-6" POST BASE. CONNECT ADJACENT FRAME INTERIOR x ® F «� � w O ® 15N15NIZ' DEEP P. GONG. PAD FOOTING AS PER DETAIL WALL w/2 xb = oz ® FRAME INTERIOR Q 13 SILL PLATES TO FOUNDATION WALL WITH ANCHOR STUDS ® Ib" O.G. I 1 = x �z . WALLS w/2"xb" H Q 1'1/A-402. CENTER PAD BENEATH 4"x4•" POST TO STAIR BOLTS,6" TO 12" FROM THE POINT PLATES ARE - 0 `r N 3 52 STUDS ® 16" O.G. 0 Z a LANDING 4 INSTALL 51MP50N ABA44 POST BASE. INTERRUPTED BY POST BASE ('END CONDITION' PER m 3 x 3 _ � PAD FOOTING ANCHOR BOLT SPECIFICATIONS ON PAGE 6-003). (5) 1.'75"x14" T.J. 2.OE MIGROLLAM F.J. BELOW WALL ABOVE L �'�- w (4) I.'15"xl4" T.J. 2.oE B2 I rI 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER VERTICAL REBAR COLUMN (TYP.): _ _ w/SIMPSON HW55.50/lo HN6R. ® SUPPO_RTIN6 FLUSH BM. - x 0 J m 26.4 5.F z' CROLLAM F.J. BELOW DETAIL 8/A-402. 21 (4) #6 VERT. REBAR AS SHOWN IN DETAIL 21/A-403; B3 Jam_ ( I� O� N p pie n� POSTS ABOVE S3 I{) COORDINATE LOCATION w/SUPPORTED POINT LOADS - DL I g ,,. N N (3) L15"xl4 T.J. 2.OE MIGROLLAM FLUSH 2B S3 (2) L'T5"xi4" T.J. ^H v a 1-108- B �° \ \ PAD FOOTING (8EAM5/POSTS/COLUMNS/JACK STUDS/DIRECTLY ABOVE) 5M. BELOW POST5 ABOVE w/SIMPSON S 2.OE MICROLLAM N w W'1'G ,o H rol N (SSG 30"X30"xl5" DEEP P. GONG. PAD FOOTING AS rr. 51.5 S.F. QQ \HGU55.50/12 HANGERS ® SUPPORTING F.J. (2) 1.75"xl4" T.J. 2.OE MIGROLLAM F.J. w/ HU414 HN6R. ® SUPPORTING FLUSH BM. y FLUSH BM. O ,�,� L PER DETAIL q/A-4o2. POST 4 COLUMN DESIGNATIONS: POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED DBL. 14" TJI 560 F.J. BELOW DOOR HDR JACK STUD 0 z 14" TJI 560 PAD FOOTING S2 z ® z 3G RAME INTERIOR "p AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY w/ HU410-2 HNGR. 4 WEB STIFFENERS ® FLUSH BM. - 0 F.J. ® 12 O.G. 36 x36"x18 DEEP P. GONG. PAD FOOTING A5 PER _ „ suGH MEMBERS ARE NOT NEGESSARY ELSEWHERE, AS SPEGIFIED W1•G '�-�- - - - � � ILO ILLS w/2 xb' PROJECT: DETAIL 10/A-402. BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD 14" TJI 560 F.J. ® 16" O.G. w/ I Q IL =z TUDS 0 16" O.C. PANTRY • 4D PAD FOOTING 10J 14" TJI 360 I7S S.F. 14' Bq S.F. FRAMING REQUIREMENTS. IU53.56/14 HN&R. ® FLUSH 8M. `' V I LA U R E L AV E N U E 8E 42"x42"x2l" DEEP P. GONG. PAD FOOTING AS PER TJI 560 DETAIL II/A-402. M--g (2) 2"x4" POST B2 (2) 2"xb" POST (2) i.'15"xl4" T.J. 2.OE MICROLLAM F.J. m N :o F.J. ® 16" O.G. F.J. ® 16" O.G. 14" TJI 110 F.J. ® 16" O.G. B3 LOT 1 w/51MPSON MIUIbI/14 55 (2) I.'15"xl4" T.J. 2.OE MIGROLLAM II PAD FOOTING E 8F 48"x48"x24" DEEP P. GONG. PAD FOOTING AS A3 (3) 2"x4" POST g3 (3) 2"xb" POST HN6R. 0 FLUSH BM. FLUSH BM. 0 STAIRS;FASTEN TO = w SUPPORTING F.J. w/SIMPSON I O 2 xb F.J. �r PER DETAIL 12/A-402. (2) I.75"xl4" T.J. ZOE MIGROLLAM �� ? x ® 16" O.G. I _ w Q A4 (4) 2 x4 POST ®--� (4) 2 xb POST cV z IL LU5410 HANGERS B2 �� :: F.J. BELOW BEARING WALL Ij I cV (LANDING) PAD FOOTING ABOVE w/SIMPSON LU5410 ?3 0 Z FOYER MUDROOM (3) i.'i5"xl4" T.J. 2.OE MIGROLLAM F.J. BELOW POST ABOVE �z 150.5 S.F. N 109.5 S.F. 54 x54"x2l" DEEP P. GONG. PAD FOOTING AS HNGR. ® SUPPORTING FLUSH BM. ~u 1= 2375 LAUREL AVENUE CONTINUOUS FOOTING J Y, 0 3.5"x"i.25" T.J. 1.3E G B F.J. ®J6',O.O.C. Jim SOUTHOLD, NY 11971 PER DETAIL 13/A-402. Ml---H (5) 2"x4" P05T SS (5) 2"x6" POST 4 4D ,• _ _ `° -< .0 ~z ift qA 16"xD" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS i 3 2 1 r O j TIMBERSTRAND ; tt1 _ _ __ 14" TJI 560 G 4"x4" POST E 6"x6" POST L5L DBL-H6T. l4 O - - x > b/A-401 4 7/A-401 (AT GONG. PATIOS 4 GONG. EXTERIOR � � ^ tt1 U�® � z 4 4B F.J. ® Ib oz. STAIRS) 3 STUD BELOW 2ND o Q DRAWING TITLE: v FLOOR UPSET BM. z z v 0 FRAME DBL-H&T. EAVE m ,: „aa I 4D 14 TJI560 CONTINUOUS FOOTING 0 -E 4 xb POST EF4F� 8 xb POST ,,� (3) 2 x12 Q k IIa WALL w/3.5"x'1.25" T.J. F.J. ® 12" O.G. I ~ PROPOSED STRUCTURAL PLAN qB 16"xl2" DEEP P. GONG. CONTINUOUS FTS. AS PER DETAILS - L=1 LJ 14" TJI 110 F.J. ® 16" O.G. _ _ HDR _ _ 4S Q N 2 w 0 lQ� 1.3E TIMBERSTRAND L5L 16/A-402 (AT FOUND. LEVEL INTERIOR BEARING WALLS) w/SIMP50N MIU1.51/14 u z QQ p_. pg p V z Q STUDS ® Ib" O.G.;AREA 3-I/2" O.D. SGH 40 5-I/2" O.D. 5GH 40 HNGR. ® FLUSH BM. a^° ^'�O" OF DBL.-HOT. WALLS N 2 3 CONTINUOUS FOOTING � STL. COL. (ASTM 5TL. COL (ASTM ` 3� III ;I N ~ 0 INDICATED BY HATGHIN6 z v z 4D qG 24"x12" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS "- -L"J AI23) BY SIMS U AI23) BY SIMS • ? vv N a Q O- u� 0 O 6 O.G 0 I I p w-Ul- v z_ (3) I."15 xl8 T.J. 2.OE MIGROLLAM UPSET BM. BELOW POST ABOVE (FLUSH w/TOP OF F.J.) ---BAT R��1 iLvz ti0z Ia g �`. 4� � Qpw3 � Q 0 I5/A-403 4 iq/A-403 (AT 6ARAGE 4 BASEMENT) STEEL (OR EQ) STEEL (OR EO) O r j Oz u III III u _ 02 UJ J Qa f]C w ( w Ul j � , �I IHOLPM � 1 w zXOL10� 1 OUl ATTIC ACCESS - PULL-DOWN 5TAIR/AGGES5 HATCH: tu " a .�� x ;�� u Q z u op w 10 I. MIN. 350 # CAPACITY WALL STUD FRAMING NOTE: PUNS n -� Q - Q -� ~ U Ul O tL F O 2 w Q p-j o ®Q COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH - - ®-�� - ®� w d 4 0 0 IL N Q DEN Q 0 O N 2 GAR GARAGE 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22 x30) Lu SPECIFICALLY INDICATED JOISTS BEAMS 4 UNSHEATHED _ _ _ - - _� - I Lu Q� (� a z z w Q~z Q z sbo S.F. PAGE: 4D _ _ �?, Ib2.l S.F.SF s UU 3.DBL. FRAMING WHEN NEW OPENING POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON �U? - (5) I.15N-7.25" T.J. 2.OE MIGROLLAM act) I z iz _J I 0 V Q O. a 0�F�N 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q eel LVL FLUSH BM. BELOW WALL ABOVE -� 3 - s w z_ - R ui Q N ad 0 m v N 0 I Q INSULATION ABOVE w/ND. FR. (OR EQ) BAFFLE OR DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY II 1- cV 7 0 IY z 0 9 Z_ Q z Q w ul z BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS v0 v �z w N w r- q - ►u w Y z z -m " _ RETAINER TO PREVENT INSULATION FROM ENTERING z ALIGN BOTTOMS OF G.J. w/2"x8" F.J. TO ENSURE UNIFORM H t- w dJ. d) z O 14 TJI 560 PROVIDED AS INDICATED BY POST/COLUMN DESIGNATIONS. 01 0= '� -�= 0-c p= 0 I _ ��1.11 -w x _ p 0 -N DWELLING WHEN OPENED, AS PER W5 EGG R402.2.4 PORCH CEILING HEIGHT 4 ALIGN TOPS OF FLOOR JOISTS d - dJ J1 - 7 R = 0 F.J. ® 12 O.G. S-102 ■ 0 :1 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE x I x z x Z z x Q I - 0 0� w V gyp" TO MAINTAIN UNIFORM 2ND FLOOR ELEVATION. �cv Y 4(L N= w I ry �( U Q cV -U1 -N �? U1r ` cV 'nXuV~ ' Wz Ow THERMAL ENVELOPE OF BUILDING). TYPICAL DOOR/WINDOW HEADER NOTE: = _ _ = in a +-v a z X J ry �x a ® " ®� m x z INz I in 5. INSTALL A5 PER MANU. SPEG.'s PROVIDE (2) 2"xl0" HEADERS AT ALL DOORS 4 WINDOWS,U.O.N. _ _ c (3) I.75 x11.8'15 T.J.T.J_2.OE MIGROLLAM LVL UPSET BM. _ _ _ _ `r " `�- `S aEEI- r` DATE: 05/27/25 18 OF 21 SEE PAGE 6-003 FOR NAILING/STRAPPIN6/FRAMIN6 REQUIREMENTS - - Q Q N r cV _ _ _(5) I.75 xl4 T.J. 2.OE MIGROLLAM_F.J. _ _ TYPICAL LEDGER BOARD: (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. - z i B2 II I. (I) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: ��a (2) I.i5"x'I.25 T.J. 2.OE \�; tU �5�sq 5 T.J.TJ155E TIMBERSTR/+ND LSL HEADERS IL 3l� MIGROLLAM LVL F.J. m EXTERIOR INSTALLATIONS) E 7 z w x _ INSTALLED IN PLANK ORIENTATION ABOVE EACH = BELOW WINDOW JACK 2. SECURED 6 O.C.5/8" 4' x 5" LONG I.D. GAL. LAG ROW OF WINDOWS w/: 4B ucl 38 STUDS w/ HHU545 HNGR - O V= i ~ BOLTS ® I6" O. E - 0_ I - SINGLE JACK STUDS, STACKED (EA. SIDE) �_ � ® SUPPORTING F.J. � 3. INSTALL H.D. 6ALV. JOIST HANGER5 BY 'SIMPSON' (OR 4B - (3) 1.'T5"xq.5" T.J. 1.55 TIMBERSTRAND LSL ~ �� �D6J EQUAL) - FULL-HOT KING STUDS (EA. SIDE) w/(2) SIMPSON 4. FOR EXTERIOR INSTALLATIONS,PROVIDE FLASHING A54 ANGLE CONNECTORS PER TOP/BOTTOM TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE PLATE CONNECTION s+ OF LEDGER BD. 501E BEARING CAPACITY NOTE: - ALL OTHER FRAMIN6/FASTENIN& PER FASTENING STRUCTURAL DE516N OF FOOTINGS ASSUMES A SOIL SCHEDULE 'B' ON PACE 0-003 I -� BEARING CAPACITY OF 1.0 TON/5.F. 4D 4D FRAME DBL.-HOT. GABLE WALL w/ 1.5"xq.5" T.J. - - - - _ _ - J r 1.5E TIMBERSTRAND LSL STUDS ® Ib" O.C. c (INCLUDES JACK AND CRIPPLE STUDS) eC lkti kr FRCFOSED FIRST FLOOR 57RUOTURAL PLAN 50ALE: 1/4" = I'-O" OENERAL 5�'1�50L <E %,r : NEW PARTIAL HEIGHT a- _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. 5%. Q WHEN APPL I GABLE) O EXISTING TO REMAIN /J w NEW WOOD FRAME (L.G. NEW FOUNDATION WALL / J cc 5%. WHEN APPLICABLE) Q M +' N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL c Ln WOOD FRAME (L.G. 5TL. El POST FOR 4" WALLS 0)WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O_ T_ POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED L � O WOOD FRAME (L.6. 5TL. O C (\j z O WHEN APPLICABLE) X V N vv p O O ate+ i N STRUCTURAL PLAN NOT TYPICEAL P.S _c O m '� O Lo � SPLICED STRUCTURAL MEMBER: O O cu c STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 12 • �: GONG. FOOTING 8 WALL CONSTRUCTION: O Q ACROSS BEARING POINT. PROVIDE SPLICE5 DIRECTLY 2 xb P.T. SILL PLATE 1-4/COPPER TERMITE SHIELD E ABOVE INDICATED POST5/COLUMNS. SILL SEAL; F IN P.T. SILL PLATE ® LOWER SHELF (WHERE SHELF INDICATED). ® STACKED P05T/COLUMN: • ANCHOR BOLTS AS PER PAGE 6-005 LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN • P. GONG. FOUND. WALL AS PER DETAILS 16/A-405 # I ON FLOOR ABOVE. 19/A-405 STACKED P05T/001-UMN: • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY LOCATE INDICATED P05T/COLUMN ABOVE P05T/COLUMN ON . ASB.O FOLTIC O N6 MASTIC 0" B LOWPROOFINO 6RAVE MIN. EXTERIOR FLOOR BELOW. 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN EXTENDED FRAMING TO ROOF RAFTERS: APPLICABLE) PROVIDE FRAMING EXTENDING FROM C.J.,WALL, BEAM,OR AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / 70 HEADER (BELOW) TO SUPPORT R.R (ABOVE). STOOPS (WHEN APPLICABLE) 3B LOAD BEARING WALL (ABOVE): MASON TO ACCOUNT FOR FINISH STONE ON THIN SET U AS INDICATED BY DASHED OUTLINE. FOR HEI&HT OF WALL 4 SLAB (WHEN APPLICABLE) • ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY n 1 UPON F.J. OR BEAM (WHEN APPLICABLE:) BELOW. 13 PROVIDE 4" SHELF FOR F.J. BEARING. mil'/ m BG INTERIOR LOAD BEARING WALL: -}-� W AS INDICATED BY HA7GHIN6. BEAM POCKET: ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 14 1. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL F.J. OR BEAM (WHEN APPLICABLE) BELOW. WIDTH OF BEAM, FOR A LENGTH OF j THE WALL c- + HOLDOWN 05T FLOOR TO 2ND FLOOR : THICKNESS (5.5" MINIMUM). 4 HOLDOWN 'A' AS PER PAGE 6-005 2. PROVIDE J" AIR SPACE AROUND ENDS AND TOP Or- BEAM r , TO PROMOTE AIR CIRCULATION V 4B HOLDOWN (FOUNDATION TO I5T FLOOR): 5. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND HOLDOWN 'B' A5 PER PAGE 6-005 CONCRETE INTERFACES • HOLDOWN (FOUNDATION TO I5T FLOOR): 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN 4D PLACE ONCE BEAM PLACED. HOEDOWN 'D' AS PEP, PAGE 6-005. USE HOLDOWN MODEL 5THM14 (RATHER THAN STHP14FJ) REINFORCED P. GONG. SLAB n1 FOR FOUNDATION WALLS WITHOUT RIM JOISTS. 15 I. 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON W RIDGE BEAM POST STRAPPING (INTERIOR POSTS): 2. b MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/G LimQ 5A I. CONNECT RIDGE BEAM P05T TO 5UPPORTINO MEMBER CONDENSER BLAB) UPON BELOW(C.J. OR FLUSH BM., AS NOTED) w/ INVERTED 5. 4" (MIN.) GRAVEL BASE 51MP50N 506 POST GAP TOP OF FOUND. WALL MAY BE STEPPED DOWN AS E 2. ALTERNATIVELY CONNECT w/SIMPSON C520 (5) I.'15"X 15" T.J. 2.OE MICROLLAM LVL G.J. BELOW WALL TO ROOF 5TRAPPIN6, WRAPPED UNDER 4 BACK UP SUPPORTING 16 REQ•'D TO ACCOMMODATE GARAGE DOOR CLOSURE MEMBER (w/ MAXIMUM END LENGTH NAILING ACHIEVED (VERIFY DIM. IN FIELD) I.15"xq.5" T.J. 2.OE MICROLLAM LVL _ ON STRAPPING ON BOTH SIDES 01= RID6E POST). 1 .4 5. 5TRAPPIN6 SHALL BE USED IN LIEU OF INVERTED 1� FOUNDATION WALL HEIGHT CHANCE: G.J. ® 12" O.G. P05T GAP FOR P05T5 WIDTH WIDTHS LE55 THAN 5.5" I. STEP UP TOP OF FOUND. WALL AS REQUIRED BETWEEN m (2) 2"x8" BM. BELOW &ABLE WALL TO RIDGE; 6ARA&E d BASEMENT FOUNDATION WALLS (6ARA6E w w FASTEN TO END RAFTERS 4 INSTALL 2"x8" 5B RIDGE BEAM POST STRAPPING (ABOVE WINDOWS): WALL f 1-�" HIGHER THAN BASEMENT WALL;V.I.F). Q I Q BLOGKIN6 ® 16" O.G. FROM IN-5ET WALL TO tv PROVIDE 6ABLE/ENDWALL BRAGIN6 FROM G.J. PER cvV PROVIDE LATERAL BRAUN6 I. CONNECT RIDGE BEAM POST TO WI'VDOW HDR w/ 2. ENSURE 6ARACE FOUND. WALL ADJACENT TO _ _ _ _ _ _ _ STANDARD FRAMING DETAIL ON PAGE 6-003 SIMPSON G520 STRAPPING (INDIVIDUAL STRAP PER EA. EXTERIOR GRADE b" MIN. ABOVE EXTERIOR GRADE I ? Y ? aL WD. FRAMED �- w (BLOCKING ® 4'-O" O.G. FOR THREE BAYS MIN.) - - - - - - - POST PLY). (GARAGE WALL (GARAGE WALL f q" HIGHER THAN CHIMNEY CHASE w/ u� Q 2. ACHIEVE MAXIMUM END LENGTH NAILING AT BOTH BASEMENT WALL IN THESE AREAS;V.I.F) STONE FACADE r r HEADER 4 POST. cq x x STEPPED FOOTING - - 18 FT6. TO STEP AS NEEDED TO AL16N WITH ADJOINING I z Z / FRAME INTERIOR (5) I.7774.5" T.J. 2.OE O CEILING JOIST STRAPPING: FOOTINGS, AS PER DETAIL 20/A-405. r r, WALLS w/ 2"x6" MICROLLAM LVL HDR II 6 h CONNECT OPPOSING GEILIN6 JOISTS ACROSS MAINTAIN MIN. 5'-0" BELOW GRADE TO BOTTOM OF FT6. / L STUDS ® I6" O.G. FLU5H/UP5ET BEAM USING SIMPSON 0520 STRAPPING.FASTEN EA. END w/MIN. (10) SD NAILS. TYPIGAL CLOSED FOUNDATION K U N2. AT SUPPORTING WALL5 (OPPOSITE: END OF JOISTS Iq 0 PORCHES / PATIOS / GONG. STAIRS: z FROM FLUSH/UP5ET BEAM) CONNECT GEILIN6 JOISTS TO I. SEE DETAILS 6/A-401 d WA-401 0 I.15"x4.5' T.J, 2.OE MICROLLAM LVL ZRAFTERS, TOP PLATES, 4 STUDS F'ER GONNEGTION 'BI' 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY G.J. ® 12 O.G.ON PAGE 6-005. FROM BUILDIN6 B3 O6"x6" POST w/ COLUMN CASING: 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPERIt T I. PROVIDE 6"xb" P.T. P05T IN51DE HE3$6 PERMAGA5T FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, " C9 BED ALL FLA5HINO IN ASPHALTIC MASTIC tV (OR EQUAL) COLUMN GA51 NG. _ _ _ _ __ _� -_ � Z 4. PORCH/PATIO WALLS OF SEPARATE POURS SHALL 241 + °'r' 2. CONNECT POST TO BEAM w/SIMPSON AGH6Z POST GAP (s) 1.15 xllb-15 T.J. 2.OE N (PROVIDE SHIMMIN6 AS REQ.V TO MATCH BEAM WIDTH BE DOWELED w/ #5 ® 8" O.G. VERTICAL TO EA. OTHER MICROLLAM LVL HDR O 2"x8" RA15ED 1- Q TO POST GAP WIDTH). d TO MAIN FOUND. 2"x8" G.J. G.J. ® 16" O.G. w p 5. WHEN P05T FALLS UPON WOOD FRAMIN6,CONNECT I 0I6" O.G. O Tr, O POST TO UPSET BEAM: F- POST TO SUPPORTING BEAM w/ 51N'F'50N GMSTCI6 �O I ® •�10L?°` 5.25"x'I" T.J. I.SE PARALLAM P5L P05T (PLANK POSITION) ,, �� Q F- 5TRAPPIN5, WRAPPED UNDER d BACK UP BEAM (w/ FRAME INTERIOR 5 :ANDOV ,�" d U MAXIMUM END LENGTH NAILING ACHIEVED ON TO UPSET BM. w/ SIMPSON GGQ-i.l-b5D52.5 COLUMN GAP - WHEN POST NOT LOCATED ABOVE FOUNDATION WALL, WALL w/2"x6" n`L :: °c° I BEDROOM 4 w 5T'RAPPING ON BOTH SIDES OF POST) INSTALL DIRECTLY UPON FOUNDATION-LEVEL SEAM STUDS ® 16" O.G. 4"x10" RA15ED 2 x O 208.5 S.F. SHEATH BOTH ( O N 4. WHEN POST FALLS UPON FOUNDATION SYSTEM, CONNECT BENEATH w/ INVERTED "C01 I/8-6" COLUMN GAP G.J. ® 48 O.G. �5•�b b Z Z P05T TO ENLARGED GONG. FOUND WALL w/ABU66Z (EXPOSED 4 NON-STRUCTURAL) SIDES OF STUDS O JOIN BASE PLATES INTERRUPTED BY CONTINUOUS BEDROOM 3 p POST BASE d PROVIDE 2" MIN. CONC. COVER ON ALL AT ATTIC WALL v „ POST USING SIMP50N 0520 STRAPPING. I'73.o :� ,: � � N SIDES. ENLARGED GONG. FOUND WALL TO HAVE Ib xlb _ 2 x8 RAISED WHEN POST LOCATED ABOVE FOUNDATION WALL, - Z FOOTPRINT, CENTERED AT INDICA-M-D POST. INSTALL DIRECTLY UPON FOUNDATION WALL w _/ 5G FAMILY ROOM / G.J. ® 16" O.G, w m O PAD FOOTING 51MPSON "0137 1/8-6" POST BASE. CONNECT ADJACENT 550 S.F. 7 ® 18"xW'xl2" DEEP P. GONG. PAD FOOTIN.6 AS PER W DETAIL SILL PLATES TO FOUNDATION ALL WITH ANCHOR zx I I 10 B3 B4 O Z � I?/A-402. CENTER PAD BENEATH 4"x4" P05T TO STAIR BOLTS, b" TO 12" FROM THE POINT PLATES ARE LANDING 4 INSTALL 51MP50N ABA44 POST BASE. INTERRUPTED BY POST BASE ('END CONDITION' PER IL _ G _ _ go ANCHOR BOLT SPECIFICATIONS ON PAGE 6-005). - PAD FOOTING (5) I.'75 x7.25 T.J. 2.OE MICROLLAM 52 (5) 2 x12 UPSET BM. (FLUSH w/ B.O. C.J) BELOW WALL TO ROOF \xx(2) 2"x8" RAISED 24"x24"x12" DEEP P. GONG. PAD FOOTI'N6 AS PER VERTICAL REBAR COLUMN (TYP): _ LVL G.J. BELOW RID6SE POST _ - _ - _ - _ - _ - - - - G.J. ® I6" O.G. .� DETAIL 8/A-402. 21 (4) #6 VERT. REBAR AS SHOWN IN DETAIL 21/A-405; (3Z1, xlb T.J. 2.OE MIGROLLAM LVL UPSET 1 COORDINATE LOCATION w/SUPPORTED POINT LOADS B5 - - - - - - W.I.G N BM. (FLUSH w/B.O. G.J) BELOW RIDGE POSTS " `" 32 S.F, w ti PAD FOOTING (BEAM5/P05T5/COLUMNS/JACK STUDS/ DIRECTLY ABOVE) (2) 2"xb" BM. (5) I R615 "A LVL 2 J. N MIGRd LAM LV G.J. Q 8G 50"x50"xl5" DEEP P. GONG. PAD FOOTING AS � SUPPORTING RIDGE BB � B2 p PER DETAIL q/A-402. O POST;BEAR UPON (5) BELOW RIDGE ST o P05T ff COLUMN DESIGNATIONS: I 2"xl2" UPSET BM. d POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED PAD FOOTING AS FOLLOW S. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY b FLUSH MOUNT TO UPSET I PROJECT: 56"x56"x18" DEEP P. GONG. PAD FOOTING AS PER wwTwaRre LVL BM. W/SIMPSON LAUNDRY DETAIL 10/A-402. SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED o`° LU526-2 HN6R. ROOM BY OTHER CONSTRUCTION DOCUMENT NOTES E STANDARD r LA U R E L AV E N U E PAD FOOTING FRAMING REQUIREMENTS. 85.q S.F. AREA 0-FRAME INTERIOR SE 42"x42"x2l" DEEP P. GONG. PAD FOOTING AS PER TO/'a°^" DEL G J LOT DETAIL 11/A-402. A2 (2) 2"x4" POST B2 (2) 2"xb" POST �Wlam. ___ ____ WALLS w/2"xb" PAD FOOTING Tr. 6 STUDS ® 161, O.G. ,e,5 (5) 2"x4" POST B3 (5) 2"xb" POST I, NOLD°` " �.j,l, 2"x8" G.J. ® I6" O.C. SF 48"x480x24" DEEP P. GONG. PAD FOOTING A5 SHEATH BOTH PER DETAIL 12/A-402. 24b S.F. w/ SIMPSON LU526 SIDES OF STUDS E HN6R. ® FLUSH BM. 9 o w(A� ®� AT ATTIC WALL PAD FOOTING A4 (4) 2"x4" POST B4 (4) 2"xb" POST 2"x8" G.J. I O F mom 54"x54"x O DEEP P. GONG. PAD FOOT IN6 A5 - I Lcm FRAME INTERIOR w.,- 2375 LAUREL AV E N U E EiE� i `� ® 16" O.G. WALL w/2"xb" G.J. (2) 2"x8" RAISED PER DETAIL I5/A-402. ®---H (5) 2"x4" POST BB (5) 2"xb" P05T 4 ., _ STUDS ® Ib O.C. U - ® Ib" O.G. G.J. ® Ib" Q.G. SOUTHOLD NY 11971 CONTINUOUS FOOTING (2) 2"xl0" HDR ABOVE SHOWER -� ' Z w/ SIMPBON LU526 qA I6 x8 DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS G 4"x4" POST E 6"xb" P05T NICHE w/(I) JACK STUD b (2) I; 3 F HNGR. ® FLUSH BM. 4 6/A-401 a -r/A-401 (AT GONG. PATIOS a GONG. EXTERIOR � � KING STUDS (EA. SIDE) 5.5 >C7.25 T.J. I.5E m Q z 2"x8" RAISED ' DRAWING TITLE: TIMBER5TRAND LSL r O STAIRS) DBL-HOT. STUD ,o G.J. ® I6' O.C. PROPOSED STRUCTURAL PLAN CONTINUOUS FOOTING �n 4"xb" P05T X F 6"x8" P05T BELOW UPSET BM. m v FRAME DBL.-H6T. EAVE WALL w/ 9B I6"x12" DEEP P. GONG. CONTINUOUS FTE. AS PER DETAILS � �L-J� 35"x125" T.J. 1.3E TIMBER-STRAND L5L Ib/A-402 (AT FOUND. LEVEL INTERIOR BEARIN6 WALLS) STUDS ® I6" O.G.;AREA OF DBL-H&T. 3-I/2" O.D. 5T 40 STL. O.D. S T 40 UNFINISHED/UNGONDITIONED W WALLS INDICATED BY HATGHIN6 N z 3 CONTINUOUS FOOTING ,,�� STL. COL. (ASTM STL. COL (ASTM SPACE - > Q z 0 qG 24"xl2" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS O- -E AI25) BY SIMS E AI23) BY SIMS UNi z_ 50 I O-Q •• u^? �j z O 155 S.F. X p w I j Q E x I5/A-403 d 19/A-405 (AT GARAGE # BASEMENT) STEEL (OR EQ) STEEL (OR EQ) cV v z I X� �� 2 x8 G.J. I � } p�j O ATTIC ACCESS - PULL-DOWN STAIR/ACCE55 HATCH: p d 0 o 16 O.G. -1 Q w lO WALL STUD FRAMING NOTE: z 0~ w w J ®� UNFINI5HED/UNCONDITIONED PAGE: ' I. MIN. 350 # CAPACITY 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x50") COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH _- - I � z z ` w Q z SPECIFICALLY INDICATED JOISTS BEAMS d UNSHEATHED 2 x8 CRIPPLE STUDS ® 16 O.G. -V F Q z SPACE 5.DBL. FRAMIN6 WHEN NEW OPENING POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON ABOVE HDR BELOW I � 0 0U N �t -reo.4 S.F. 4.WEATHERSTRIP ACCE55 OPENING k PROVIDE R-4Q _ 0.w Q r Q N Q r0 «1 N IO �j DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY � 0. Q § ®V INSULATION ABOVE w/WD. FR. (OR EQJ BAFFLE OR BENEATH. ADDITIONALLY ENSURE MULTIPLE PLY STUDS 2"x8" G.J. -MO- <w z �zw p�E z� DWELLING WHEN mOjm RETAINER To PREVENT ENED, AS PER NY'S EGG R402N2.4 PROVIDED AS INDICATED BY POST/COLUMN DESIGNATIONS. 14'-O" 3'-7" b'-O" ® I6" O.G. I ~ =a L X Q z (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 1 u F: 43 w w 2"x6" RAISED THERMAL ENVELOPE OF BUILDIN6). TYPICAL DOOR/WINDOW HEADER NOTE. 5. INSTALL A5 PER MANU. SPEC.'S PROVIDE (2) 2"xlo" HEADERS AT ALL DOORS d WINDOWS,U.O.N. _ _ _ SEE PACE 6-005 FOR NAILING/STRAPPIN6/FRAMINC REQUIREMENTS cv p + d N N r �.�Q N IL a I_ - - - - -- DATE: 05/27/25 17 OF 21 O TYPICAL LEDGER BOARD: (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. Li u II I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR 3.5"xq.5" T.J. 1.55E TIMBERST'RAND LSL HEADERS SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: EXTERIOR INSTALLATIONS) INSTALLED IN PLANK ORIENTATION ABOVE EACH 2. SECURED w/(2) 5/8" 4) x 5" LONG H.D. GAL. LAG ROW OF WINDOWS w/: BOLTS ® IV' O.G. - SINGLE JACK STUDS, STACKED (EA. SIDE) 5. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR - (5) I.15"xq.5" T.J. 1.55 TIMBER5TRAND LSL , EQUAL) - .4 FULL-HOT. KING STUDS (EA. SIDE) w/(2) SIMPSON �' e�• 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING A54 ANGLE CONNECTORS PER TOP/BOTTOM - - - - - �`_ TUCKED UNDERNEATH SIDING d BENT OVER TOP EDGE PLATE CONNECTION OF LEDGER BD. SOIL BEARING CAPACITY NOTE: - ALL OTHER FRAMING/FASTENIN6 PER FASTENING STRUCTURAL DE515N OF FOCTINC75 A55UME5 A 501L SCHEDULE 'B' ON PAGE 6-003 q " BEARING CAPACITY OF 1.0 TON/S.F. s FRAME DBL.-H6T. GABLE WALL w/ 1.5"xq.5" T.J. 1.5E TIMBERSTRAND L5L STUDS ® 16" O.G. a F � (INCLUDES JACK AND CRIPPLE STUDS)" FROPOSED SECOND FLOOR 57RUGTURAL PLAN 50ALE: 1/4" = P-O" _ EXISTING TO BE DEMOLISHED �j ;,- 7j HOOD FRAME (L.G STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu cc STL. WHEN APPLICABLE) // M !� Q N NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL C L0 WOOD FRAME (L.G. 51'L. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. NEV4 2-HR FIRE RATED (.0 WOOD FRAME (L.5. 57'L. .p O nJ z O WHEN APPLICABLE) a u') � cc X � N 5TRUCTURAL PLAN NOTES 0O m ' CO N 4-J LID SPLICED STRUCTURAL MEMBER: TYPICAL P. GONG. FOOTING # WALL CONSTRUCTION: O C O cu O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS cc INT. PROVIDE SPLICES DIRECTLY 12 2"x6" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 Q `'"" � G O ACROSS BEARING PO ABOVE INDICATED PINT. P O VIDE SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF (WHERE SHELF INDICATED). ® STACKED POST/COLUMN: ANCHOR BOLTS AS PER PAGE 6-005 LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN • P. GONG. FOUND. WALL AS PER DETAILS Ib/A-403 4 ON FLOOR ABOVE. M/A-403 OSTACKED POST/COLUMN: P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY 2B LOCATE INDICATED P05T/COLUMN ABOVE P05T/COLUMN ON ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • S.O. FOOTING V-D" BELOW GRADE MIN. FLODR BELOW. 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN EXTENDED FRAMING TO ROOF RAFTERS: APPLICABLE) PROVIDE FRAMING EXTENDING FROM G.J.,WALL, BEAM, OR AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / HEADER(BELOW) TO SUPPORT R.R (ABOVE). STOOPS (WHEN APPLICABLE) LOAD BEARING WALL (ABOVE): • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET RIDGE BEAM POST GAPS: U 3B AS INDICATED BY DASHED OUTLINE. FOR HE16HT OF WALL 4 SLAB (WHEN APPLICABLE) PROVIDE DEPSIMTH) AT N L PO -T AGH6Z POST GAPS (MATCH • ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY POST DEPTH) AT ALL PO CONNECTIONS. BEAM 4 ^ ` D UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. POST-TO-ROOF BEAM CONNECTIONS. PROVIDE SHIMS IP (W' ) 13 PROVIDE 4" SHELF FOR F.J. BEARING. REQUIRED WHEN POST WIDTH EXCEEDS RIDGE BEAM WIDTH. M 3G INTERIOR LOAD BEARING WALL: 4-1w AS INDICATED BY HATCHING. BEAM POOKET: ROOF RAFTER TO SUPPORTING MEMBER CONNECTION: ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 14 I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL FASTEN EACH RAFTER TO SUPPORTING MEMBER (RIDGE F.J. OR BEAM (WHEN APPLICABLE) BELOW. WIDTH OF BEAM, FOR A LENGTH OF � THE WALL BEAM, HIP,VALLEY,OR LEDGER) w/51MP50N LRUZ HOLDOWN (15T FLOOR TO 2ND F1.00 : THICKNE55 (3.5" MINIMUM). FACE-MOUNT RAFTER HANGER(SELECT MAXIMUM HANGER HOLDOWN 'A' AS PER PAGE 0-005 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF 51ZE COMPATIBLE w/RAFTER DEPTH),UNLESS NOTED BEAM TO PROMOTE AIR CIRCULATION OTHERWISE. U 4B HOLDOWN (FOUNDATION TO IST FLOOR): 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND HOLDOWN 'B' AS PER PAGE 67-005 CONCRETE INTERFACES HIP/VALLEY TO SUPPORTING MEMBER CONNECTION: HOLDOWN (FOUNDATION TO IST FLOOR): 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN FASTEN HIPS 4 VALLEYS TO 5UPPORTIN6 MEMBER (RIDGE 4D HOLDOWN 'D' AS PER PAGE 5-005. PLACE ONCE BEAM PLACED. BEAM, LEDGER/BLOGKIN&, OR SUPPORTING R.R) w/ USE HOLDOWN MODEL 5THP14 (RATHER THAN STHDI4RJ) BIMP50N HU SLOPED 4 SKEWED JOIST HANGER (SELECT FOR FOUNDATION WALLS WITHOUT RIM f JOISTS. REINFORCED P. GONG. SLAB MAXIMUM HANGER SIZE COMPATIBLE w/HIP/VALLEY 15 1. 4 THK. P. GONG. SLAB w/6"x(b -ID/IO W.W.M. UPON DEPTH), UNLESS NOTED OTHERWISE. RIDGE BEAM POST STRAPPING (INTERIOR POSTS): 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C Q SA I. CONNECT RIDGE BEAM POST TO SUPPORTING MEMBER CONDENSER SLAB) UPON OVERHAN65 EXGEEDIN6 24": BELOW (G.J. OR FLUSH BM., AS NOTED) w/ INVERTED 3. 4" (MIN) GRAVEL BASE BIRD5MOUTH GUTS SHALL NOT BE MADE ON RAFTERS WITH _ _ - _ - - - 2"xID" R.R. ® I6" O.G. SIMPSON B06 POST GAP OVERHANC75 EXGEEDIN6 24", AS PER NYS R802.7.1.1. UPON 5LEEPER5 (To 2. ALTERNATIVELY CONNECT w/51MP50N 0520 TOP OF FOUND. WALL MAY BE STEPPED DOWN AS INSTEAD, BEVEL OUT OVER-SIZED 2x BOARDS TO SERVE m 0 CREATE 4:I2 PITCH) STRAPPING, WRAPPED UNDER 4 BACK UP 5UPPORTIN6 16REQ.V TO ACCOMMODATE GARAGE DOOR CLOSURE AS A DBL. TOP PLATE UPON ANGLED 2"xb" STUDS, OR UPON CANTILEVERED F.J. MEMBER (w/ MAXIMUM END LENGTH NAILING ACHIEVED (VERIFY DIM. IN FIELD) UTILIZE DBL. 2"xb" TOP PLATES (INSTALLED FLAT ON (SEE SECTION I-I/A-30I) ON STRAPPING ON BOTH SIDES OF RIDGE P057). STANDARD STUDS) w/SIMPSON VPA2 VARIABLE PITCH 2„xI0„ R.R. 2„xl0 R.R. FOUNDATION WALL HEIGHT CHANGE: CONNECTORS FASTENED ® EA. RAFTER. ® 12" O.G. ® 12" O.G. 3. STRAPPING SHALL BE USED IN LIEU OF INVERTED 17 V U Q PO5T GAP FOR POSTS WIDTH WIDTHS LESS THAN 5.5" I. STEP UP TOP OF FOUND. WALL AS REQUIRED BETWEEN {j ry�3;', �i 0 Qr O 6ARA6E 4 BASEMENT FOUNDATION WALLS(6ARA6E fi o,. O"," O : _ O O"" 0 ARSA O� 12" O.G. R.R. SPACING ��O dJ;p - - �W u2 i, + O RIDGE BEAM POST STRAPPING (ABOVE WINDOWS): WALL t I- " HIGHER THAN BASEMENT WALL;V.I.F). m (ALIGN w/ G.J. BELOW) © '`Y�j J -N ® -I/4:12 PITCH ® WINDOW (BELOY� L' ry��5B I. CONNECT RIDGE BEAM POST TO WINDOW HDR w/ 2. ENSURE 6ARAGE FOUND. WALL ADJACENT TO SIMPSON C520 STRAPPING (INDIVIDUAL STRAP PER EA. EXTERIOR &RAVE 6" MIN. ABOVE EXTERIOR GRADE _ _ WD. FRAMED POST PLY). (GARAGE WALL (GARAGE WALL t q" HIGHER THAN CHIMNEY CHASE w/ 5 5:12 0 6.5:12 O I m 2. ACHIEVE MAXIMUM END LENGTH NAILING AT BOTH BASEMENT WALL IN THESE AREAS;V.I.F) STONE FACADE I I I0:12 - - - - - - - - - � 10:12 HEADER 4 POST. _ -1 I ry - - - - - - 5 PPED FOOTING 18 FT&. TO STEP AS NEEDED TO ALIGN WITH ADJOINING cV V (2) 2"x6" FLUSH d Z I I 2"xl0" R.R. 54 5B 2"xl0" R.R. OCEILING JOIST STRAPPING: FOOTINGS, AS PER DETAIL 20/A-403. I-. CONNECT OPPOSING CEILING JOISTS ACROSS :_ �� O 0% BM. w/ LU526-2 [I% �MAINTAIN MIN. 3 O BELOW 6RADE TO BOTTOM OF FT6. HN&R.S FLUSHNPSET BEAM USING SIMPSON G520 STRAPPING, m � _ � I I I � FASTEN EA. END w/MIN. (IO) aD NAILS. TYPICAL GLO5ED FOUNDATION RIDGE SM. TO RID&E.BD. 2. AT SUPPORTING WALLS (OPP051TE END OF JOISTS IQ a PORCHES / PATIOS / GONG. STAIRS: © ONNEGTION PER DETAIL 22/A-405 ® Q Q FROM FLUSH/UPSET BEAM) CONNIIEGT CEILING JOISTS TO I. 5EE DETAILS 6/A-40I 4 7/A-401 \ tV �N p H^N a O Ip Q I O RAFTERS, TOP PLATES, 4 STUDS PER CONNECTION 'BI' 2. ALL HORZ. SURFACES SHALL BE PITCHED ® I:48 AWAY (3) 1.75"x�i.5" T.J. 2.OE MICROLLAM LVL v<<� I Z N 2'xl0 R.R. 2'xl0 R.R. _ _ ',', ;', _ - I R.R. w/ I0:12 PITCH BELOW EXTERIOR �`���. I O ON PAGE 0-003. FROM BUILDING �� d w „ �w „ �I - - - - - - - - ® I6" O.G. ® I6 O.G. - �x I WALL TO UPPER R.R. FASTEN TO > b"xb" P05T w/ COLUMN CASING: 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER � � � � � _ ( � OFLA5HING FROM 12" ABOVE AND ADJACENT TO SLAB, m - ®� - RIDGE w/HHU55.50/10 HNGR. � I. PROVIDE 6"xb" P.T. P05T INSIDE i-f84G PERMAGAST - - - - - - - - - - -(OR COLUMN ALL ASPHALTIC MASTIC _ - -_ - - : - 4. PORCH/ PATIO WALLS OF SEPARATE POURS SHALL J cn 2. CONNECT POST TO BEAM w/SIMPSON AGH6Z POST GAP „ 5B � B3 I N BE DOWELED w/#5 ® 8 O.G. VERTICAL TO EA. OTHER (PROVIDE SHIMMING AS REQ.D TO MATCH BEAM WIDTH TO MAIN FOUND. tla TO POST GAP WIDTH). w w y I W 0 3. WHEN POST FALLS UPON WOOD FFZAMIN&, CONNECT P05T TO UPSET BEAM: I I I I Q I I 0 I Z POST TO SUPPORTING BEAM w/SIMPSON OMST016 O ___ 2"xl0" R.R. 2"xl0" R.R. ® I6" O.G. ___ w O STRAPPING, WRAPPED UNDER 4 BACK UP BEAM (w/ @ 5.25 x7 T.J. I.bE PARALLAM PSL POST (PLANK POSITION) I ® Ib" O.G. ?Q ------� 2"xl0" R.R. 0 MAXIMUM END LENGTH NAILING ACHIEVED ON TO UPSET BM. w/SIMPSON GGQ7.1-65D52.5" COLUMN GAP I ��� v I ( � F-a BEARING WALL F�SH BM) I ( p% Q ® Ib" O.G. I ( w m STRAPPING ON BOTH SIDES OF POST) - INNSTALL DIRECTLY UPON HEN POST NOT P�DATION-LVE DEVELB BEAM ( I �� a O I I ry I I a O I I 4. WHEN POST FALLS UPON FOUNDATION SYSTEM, CONNECT „ BENEATH w/ INVERTED 001 I/5-6 COLUMN GAP € �' 3 O �Q Z Z P05T TO ENLARGED GONG. FOUND WALL w/ABU66Z I .y x- N I 5 5:12 _ 5.5:12 I I cy �D `� JOIN BASE PLATES INTERRUPTED BY CONTINUOUS jo ry ® - _- z �� - x - �Y d� P05T BASE 4 PROVIDE 2 MIN. GONG. COVER ON ALL I = d f POST USING SIMPSON 0520 STRAPPING. 2 xl0" R.R. I �' uN v tV +� O = I to J fV SIDES. ENLARGED GONG. FOUND HALL TO HAVE I6"x16" _ I y r;� - FOOTPRINT, CENTERED AT INDICATED POST. WHEN POST LOCATED ABOVE FOUNDATION WALL, ® Ib O.G. �r J. _0 �� pi I I lryry ry I I W J UO INSTALL DIRECTLY UPON FOUNDATION WALL w/ i i I p N v P a 0 I I 2"xl0" R.R. - I w Q 0 PAD FOOTING SIMPSON "067 I/b-b" POST BASE. CONNECT ADJACENT ® la"xie?N12" DEEP P. GONG. PAD FOOTING AS PER DETAIL SILL PLATES TO FOUNDATION WALL WITH ANCHOR I I z Qy O I I ® Ib" O.G. m m 3 Q I'VA-402. CENTER PAD BENEATH 4"x4" P05T TO STAIR BOLTS,b" TO 12" FROM THE POINT PLATES ARE I x B3 B4 ( I v Z [L LANDING 4 INSTALL 51MP50N ABA44 POST BASE. INTERRUPTED BY POST BASE ('END CONDITION' PER ® 0 ® FASTEN HIPS TO PAD FOOTING ANCHOR BOLT 5PEGIFIGATIONS ON PAGE 6-003). I I I I 5A I I SA RIDGE w/SIMPSON I `� bB 24"x24N12" DEEP P. GONG. PAD FOOTING AS PER VERTICAL REBAR COLUMN (TYP): I '1.5:12 (2) 2"xl2" RIDGE BM. I (2) 2"xl2" RIDGE BM. I I HHRG42-2 HNGR. DETAIL b/A-402. I (2) 1.75"xll.a75" T.J. 2.OE D (2) I.'15"xll.4515" T.J. 2.OE 21 C #6 COORDINATE REBAR AS SHOWN IN DETAIL POINT L403; MICROLLAM LVL RIDGE BM. I MICROLLAM LVL RIDGE BM. 5:12 I/4:12 10:I2 I CV N COORDINATE LOCATION w/ SUPPORTED POINT LOADS I I G D I 2B - - PAD FOOTING (5EAM5/PO5T5/COLUMN5/JACK STUDS/DIRECTLY ABOVE) FASTEN HIPS TO I G „ I I 2B 5A I t` �-{ t0 30 x30'xl5 DEEP P. GONG. PAD FOOTING AS I RIDGE w/SIMPSON I I (Y U J ( I O p I p e�- L PER DETAIL q/A-402. 5A `�i POST 4 COLUMN DESIGNATIONS: I HHRG2-2 HNGR. � 0 RIDGE BM. �L� Q; G PO5T5 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED = PAD FOOTING I I I p EXTENDS v D 36"x36"xlb" DEEP P. GONG. PAD FOOTING AS PER AS FOLLOWS. NOTE THAT THESE DE5I6NATION5 DO NOT IMPLY I X - TO POST �y 0 I I „ „ Q I I PROJECT: SUCH MEMBERS ARE NOT NECE55ARY EL5EWHERE, AS SPECIFIED I I cV ® y� Ll O ® I6" O.G. DETAIL 10/A-402. BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD I i 2 xl0 R.R. _ ry r�Q N I iQy N ® I I 2 xl0 R.R. FRAMING REQUIREMENTS. ® I6 O.G. , I I ��J 0 2"xID„ R.R. I LAUREL AV E N U E PAD FOOTING I I ,�+ `� I I 0 Q I I 0 ® I6" O.G. bE 42"x42"x2l" DEEP P. GONG. PAD FOOTING AS PER _ I LOT 1 DETAIL II/A-402. ®--� (2) 2 x4 PO5T B2 (2) 2 xb POST I I `ry I I p! cV +�� x 5A U _ r PAD FOOTING „ I I O�p I O N bF 4a"x4b"x24" DEEP P. GONG. PAD FOOTING AS A3 (3) 2 x4 PO5T 83 (3) 2 x6 PO5T -- 2 161, R.R. x 2"xID" R.R. jO m E p ®"-'❑ x- I � ® I6" O.G, iv ® I6" O.G. r I ( _ _ cv I PER DETAIL 12/A-402. ® I6 O.G. = A4 (4) 2"x4" POST B4 (4) 2"x6" POST I I I I I I N ® 2"x61, R.R. PAD FOOTING I I I I I 2375 LAUREL AVENUE 6 54"x54"x27" DEEP P. GONG. PAD FOOTING AS PER DETAIL 13/A-402. F�---� (5) 2"x4" POST B5 (5) 2"xb" POST m _ - - - - - - - - - - - - I I I B3 X I I SOUTHOLD, NY 11971 CONTINUOUS FOOTING r aA Ib"xb" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS C 4"x4" POST E 6"x6" P05T 6/A-40I 4 VA-40I (AT GONG. PATIOS 4 CONC. EXTERIOR � I I �4 ��J r- - - - - - - - - _� „ „T.- - - - - - DRAWING TITLE: STAIRS) �- �) 1.75 x9.5 J. 2.OE MIGROLLAM LVL � I (I I a.5:1:2 pry +i 6.5:12 I I R.R. w/ ID:12 PITCH BELOW EXTERIOR CONTINUOUS FOOTING p-� 4 xb POST �� a xa POST �H I �, I I PROPOSED STRUCTURAL PLAN X F ry -� I I I RID6E wPHHU55 50%O HN6RT0 aB I6"xl2" DEEP P. GONG. GONTINUOUS FZ'6. AS PER DETAILS I 7.5:12 (APPROX) I I �� �jd I6/A-402 (AT FOUND. LEVEL INTERIOR BEARING WALLS) I I I II I I I � 0 3-I/2 O.D. SGH 40 5-I/2 w/ CURVATURE O.D. SGH 40 � I I I GONTINUOUS FOOTING ,,�� STL. COL. (ASTM 5TL. COL (ASTM I a 0 9G 24"xl2" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS "- -L"J A123) BY SIMS U AI23) BY SIMS I II I ,�r I I m I 10:12 I5/A-403 4 N/A-403 (AT 6ARA6E 4 BASEMENT) STEEL (OR EQ.) STEEL (OR EQ) I 2 xl0„ R.R. ® Ib„ O.G. w/BLOCKING I I ry® P� I I I I 10 E ' ATTIC ACCESS - PULL-DOWN STAIR/ACCESS HATCH: HALL STUD FMNO UPON R.R. TO CREATE TRANSITION 10 I. MIN. 550 # CAPACITY COORDINATE PLAIGEME� OF WALL STUDS DIRECTLY BENEATH TE: L - - IN PITCH 4 ROOF CURVATURE_ _ _ I L - - - - - - - - O I I I I 5 I I PAGE: 2.SIZE TO FIT MECH. EQUIP. THRU OPEENING (MIN. 22 x30) 3.DBL. FRAMING WHEN NEW OPENING SPECIFICALLY INDICATED JOISTS, BEAMS 4 UNSHEATHED - POSTS;THE5E MEMBERS SHOULD NOT FALL SOLELY ON (V I I 2"xlo" R.R. QaY �'- " 4.WEATHERSTRIP AGGE55 OPENING d: PROVIDE R-4q 2'xl0 R.R. I INSULATION ABOVE w/ND. FR. (OR EQ) BAFFLE OR DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY x -1 +i ® I6 O.G. �,, ® Ib" O.C. S-104m0ml BENEATH. ADDITIONALLY,ENSURE MULTIPLE PLY STUDS cV ti RETAINER TO PREVENT INSULATION FROM ENTERING PROVIDED AS INDICATED BY POST/COLUMN DESIGNATIONS. p' �j I b.5:12 Q 55:I2 DWEELLING WHEN OPENED,A5 PER PdYS EGG R4D2.2.4 2"xl0" R.R. 2"xl0" R.R. 0 I (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE ® I6" O.G. ® I6" O.G. _ _ I „ „ I ( {wry THERMAL ENVELOPE OF BUILDING). TYPICAL DOOR/1^IINDOW HEADER NOTE: c_v 0- I 2 xl0 R.R. 2 xl0 R.R. 7.5:12 (APPROX.) x - I I �0' 2"xb" R.R. 2"xa" R.R. 5. INSTALL AS PER MANU. SPEG.'s PROVIDE (2) 2"xl0" HEADERS AT ALL DOORS 4 WINDOWS U.O.N. r L� _ L ® I6 O.G. ® I6 O.G. : m L J w/CURVATURE L� cv ® L J I - - - - - - - - - - - - � I �4 `ry ® Ib" O.G. ® Ib" O.G. � ��J I DATE: 05/27/25 20 OF 21 SEE PACE 6-005 FOR NAILING/5TRAPPIN6/FRAMIN6 REQUIREMENTS �� TYPICAL LEDGER BOARD: (BY OPENING WIDTH) THAT SHALL BE PROVIDED,U.O.N. �ry �1:12 II I. (I) 2"x BD. TO MATCH DEPTH OF Jc�15T5 (P.T. BD. FOR SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: �� �� I I �+ EXTERIOR INSTALLATIONS) 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAG BOLTS ® 16" O.G. 1 5. INSTALL H.D. 6ALV. JOIST HANGER:5 BY 'SIMPSON' (OR _ EQUAL) 4. FOR EXTERIOR INSTALLATIONS, FS OVIDE FLA5HIN6 V`} TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE OF LEDGER BD. SOIL BEARING CAPACITY NOTE: `°w .' STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/S.F, > LEADER TO LEADER TO CONNECT TO CONNECT TO GUTTER BELOW GUTTER BELOW F OFCSED ROOF 57RUG7URAL FLAN 50ALE: 1/4" = 1'-0"