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HomeMy WebLinkAbout51211-Z �o�oF souTyo� Town of Southold * * P.O. Box 1179 0 53095 Main Rd `00uer+ Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46381 Date: 08/07/2025 THIS CERTIFIES that the building ALTERATION Location of Property: 980 Oak Ave Southold, NY 11971 SecBlock/Lot: - 77.4-6 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/23/2024 Pursuant to which Building Permit No. 51211 and dated: 09/23/2024 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: Additions ,and alterations including a front covered porch and rear deck to an existing single-family dwelling as applied for per with ZBA#7874 dated 2/15/2024. The certificate'is issued to: Brian Flanagan, Laura Flanagan Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-20-1213 7/28/2025 ELECTRICAL CERTIFICATE: 51211 5/9/2025 PLUMBERS CERTIFICATION: George Alm roudis 5/9/2025 Au ho ' ed Signature aof Sa&Tyo� TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPTI ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51211 Date: 09/23/2024 Permission is hereby granted to: Brian W Flanagan 55 St Andrews Dr Huntington, NY 11743 To: Raise foundation height and construct interior alterations and additions to an existing single-family dwelling as applied for per SCHD, ZBA,Trustees and DEC non-jurisdiction approvals. Floodplain Development Permit required. Premises Located at: i 980 Oak Ave, Southold, NY 11971 SCTM#77.4-6 Pursuant to application dated 07/23/2024 and approved by the Building Inspector. To expire on 03/25/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $1,257.50 CO Single Family Dwelling-Addition/Alteration $100.00 Flood Permit $150.00 Total $1,507.50 Building Inspector J pE SOUjyQI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brian Flanagan Address: 980 Oak Ave City: Southold St: NY Zip: 11971 Building Permit#: 51211 Section: 77 Block: 1 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Flanagan Electric License No: 46658ME SITE DETAILS Office Use Only Indoor (✓ Basement F Service P-1 Solar Outdoor rq-11 1st Floor Pool F Spa 17 Renovation (- 2nd Floor Hot Tub r Generator r Survey 1- Attic Garage rl Battery Storage r INVENTORY Service 1 ph r ' Heat Duplec Recpt 18 Ceiling Fixtures 4 Bath Exhaust Fan 1 Service 3 ph F Hot Water 40A GFCI Recpt 4 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 18 CO Detectors 4 Sub Panel A/C Blower 1 Range Recpt 40A Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights 20' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 22 4'LED Exit Fixtures Other Equipment: Fridge, Oven, DW, Micr6, W/D, Instant Hot, Ducted Minisplit, 200A Panel 40 Circuit/ 40 Used Notes: Whole House Renovation Inspector Signature: X Date: May 9, 2025 Sean Devlin Electrical Inspector sean.devlina—town.southold.nv.us 9800akAveHouse f Town Hall Annex 54375 Main Road J d Telephone(631).765-1802 P.O.Box 1179 Fax(631)765-9502 Southold,NY 11971-0959 Y� �yCpUNiY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD AUG - 5 2025 aulldin�De I CERTIFICATION TO�not artm6nt thold Date: 5/9/2025 Building Permit No. 51211. I I Owner:. Brian Flanagan (Please print) Plumber: George'Almyroudis. (Please print) i I certify that the solder used in the water suppl lead. y;system contains Iess than 2/10 of 1% (Plumbers Signature) Sworn to before me this aaJPU�blic 20 . NoU!•'� . County MARYLOUISE GAMBELLA. NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.401 GA62RIS27 COMM.EXP.05/03/2026 i OF SOUTho� TOWN, OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 l INSPECT-ION [ ] 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 , [ ] PREVO [ ] RENTAL REMARKS: DATE 10 INSPECTOR / OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 17.NSPEC ION [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION.2ND [ ] .INSULATIOWCAULKING [Vi'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: 22UV 1 �2- O av �1 v v h I A.e,s IL n e,b n v:¢- DATE //-a/-.2/ INSPECTOR �y OF SOGIyO �S_c_) * # TOWN OF SOUTHOLD. BUILDING DEPT. um, 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 LECTRICAL'(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION _ [ ] PRE C/O [ ]. RENTAL . REMARKS.. 0 I 1� � QSw n�G 1J� re oo /S G l C �OU1J (41 n ekAll rO O (_4An DATE y Z INSPECTOR ` . OF SOUIyo� -TOWN- OF.SOUTHOLD BUILDING DEPT. �y o m��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND L4"I'NSULATION/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: OUWd � IASQ(k�oyl­ µ o"A4 , g �o�wt. � �►�ica�-e 4UHA 1 ti s i'tr 0�2 DATE /-/ �� INSPECTOR of SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION- FOUNDATION 1ST/ REBAR [X] RO GH PLBG. [ ] FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R, 0 zRKS: &WVIOA &drilzz %D Goh- 0,10 5 �L c_ DATE - - INSPECTOR s s TOWN OlF SOUTHOLGDBUILD`IIN" G.4 T. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. - ] FOUNDATION.2ND [ ] INSULATIOWCAULKING- [ ] FRAMING/STRAPPING [ ] FINAL `[ ] FIREPLACE"& CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE`RESISTANT CONSTRUCTION J. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). ELECTRICAL (FINAL) [ ] CODE VIOLATION __ ] PRE C/O REMARKS: DATE INSPECTOR t� :r •'��.� 'ram -tt t . K" r 1 S • r • D E C E D Energy Testing Services AUG 75 2025 2025 Combustion Safety Testing Form Building Dppartmerlt Town of Southold Certified Home Address: '980 Oak Ave City: Southold Builder Name: Flanagan House Builder Tracking# Combustion Appliance Zone(CAZ)# 0 of 0 Location of this CAZ: N/A (Use additional fibrins if arore than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2025-05-01 Outdoors Temp During Test: 50 OF CIIZ Denressurizttlintl (NOTE:Net Change=Test Pressure Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PpM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes C] No V Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System - Primary: Yes❑✓ No a Tyoe: Furnace❑.Boiler❑Heat Pump er Other Cj Efficienep -Ventint!Twe'� Draft v• spills a CO co (Circle Type) (Pascal) (Worst Case) (Natural) (Worst Case) al:rral) Rutini:8.9 N❑P❑O❑E❑✓ N❑QMgS_U N/A Pa. PassE Fail❑_ Pass❑✓F6ii0 N/A PPM N/A PPM Yes 0 Type: StandardTank❑Indirect Tankless ❑ Size: NIA St I Common Vent Water;H'eater Primarv: a e No Ltslanlaneous❑✓ Commercial (.Sec Nore S below) (Gallons) Stand Alone E rciencr s Fuel Type Venline Tr+ne' Draft s ills a 8nillaea(Natural) CO CO Circle Type) (Pascal) (Worse Case) (Worse Case) (Nanrr al) EF: 0.93 N❑P❑O[IFZ N[]M❑S❑✓ IN/A Pa. Pass❑✓ Fail❑ Pass@FailF] N/A PPM N/A PPM• Pen Oven is Electric or No Oven Exists ❑✓ Oven Range Hood Vented to-Outside Yes❑ No❑✓ Oven CO NIA PPM Ambient CO(During Oven CO Testing) NIA ppM 'Heating System Efficiency: Enier.AFUE for furnace or.boiler;HSPF for heat pump;COP if heat pump is geothermal Fue1.T}Te: N =Natural Gas P=Propane O=Oil E=Electric Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. [f the Vcnting rype selected is S,no Draft or Spillage tests are required for that appliance. A CO test 1S REQUIRED for all appliances regardless of Venting'rype,if the exhaust vent is accessible. Water Heater S(plan Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) ' Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required, If Water Hcater Type is Tankless,enter efficiency of combustion.source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If•Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2025-05-13 0 a k. Ave Southold, NY 11971 Builder:SJZ Contracting THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020 ENERGY CODE Building FeAtures Ceiling Vaulted Roof,R-42 Duct, Supply R-8.0,Return R-8.0 Abode Grade Walls R-18 Duct Leakage to outside Untested Forced Air 4 S CD Foundation Walls N/A Total Duct Leakage 38 CFM @ 25Pa(Post-Construction) `® co Framed Floor R-30 Heating Air Source Heat Pump•Electric•8.9 HSPF*, Slab N/A - _ --Cooling-Air Source Heat Pump•Electric•15.5 SEER2 Infiltration 433 CFM 0(2.73 ACH50) Water Heating Residential Water Heater•Electric•0.93 Energy ~ Factor Window U-Value:0. FIG . As a3rd party extension of the code jurisdiction util'¢ing'these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted international Energy Conservationcode based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.if rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: _ Michael Fauci Signature: XcAad Fauci Organization: Energy Testing.5ervices Digitally signed: 5/13/25 at 12:16 PM Ekotrope RATER-Version 4.0.2.3630 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Took All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report, i 1 U.S.DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 A U G - 5 2025 LLJ Federal Emergency Management Agency Expiration Data:06/30/2026 National Flood Insurance Program :,aiio7r1g 17epar-tmant ELEVATION CERTIFICATE Toi,mi of SouthdIMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Co y all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and 3 building owner._ SECTION A-PROPERTY INFORMATION FOR INSURANCE:COMPANY USE. Al. Building Owner's Name: 9r 1ej el l.,J. J- L.g arty,. K. F14A s yGn Policy Number: mz. mummy arreM riauress(mcwumy Api.,inn,auue,anoror mug.rvo.)or r.v.m ure aria rsox ni 990 !p n Company NAIC Number: City: �Sv.v r o% State: _ ZIP Code: r(g 7 r A3. Property Description(e.g.,Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: A4. Building Use(e.g.,Residential,Non-Residen ial,Addition,Accessory,etc:): Z-e51'46,n /4 A5. Latitude/Longitude: Lat. l• yS 6 Long.?v"Z-5 f.i ^1576.;Horizontal Datum: NAD 1927 gNAD 1983 is LWGS 84 A6. Attach at least two and when possible four clear photographs(one for each side)of the building(see Form pages 7 and 8). AT Building.Diagram'Number: S A8. For a building with a crawlspace or enclosure(s): c� a) Square footage of crawlspace or.enclosure(s): I�y sq.ft. b) Is thereat least one permanent flood opening on two different sides of each enclosed area? Mes 05iNo L N/A c) Enter number of permanent flood open in s in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: /J,• - Engineered flood openings: 5 SAC,I- ve„f d) Total net open area of non-engineered flood openings in A8.c: N 14 sq.in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): l 00 0 sq.ft. f) Sum of A8.d and A8.e rated area(if applicable-see Instructions): 0f71� sq.ft. A9. For a building with an attached garage: a) Square footage.of attached garage: 4a sq.ft. b) Is thereat least one permanent flood opening on two different sides of the attached garage? Oyes i�iNo -6-<,N/A c) Enter number of permanent flood openings in-the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: d1 Engineered flood openings: A�. d) Total net open area of non-engineered flood openings in A9.c: sq.in. e) Total rated area of engineered flood openings-in A9.c(attach documentation-see Instructions): ,4 sq.ft. f) Sum of A9.d and A9.e rated area(if applicable-see Instructions): sq.'ft. SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.a.NFIP Community Name: '/o L j/t yF .So j f� o B1.b.NFIP Community Identification Number: B2.County Name: IVA-1)/ B3.State: B4.Map/Panel No.: •36/o3c•J/1o6 B5.Suffix: B6.FIRM Index Date: B7.FIRM Panel Effective/Revised Date: �epr� ZS^ Zoa� B8.Flood Zone(s): B9.Base Flood Elevation(s)(BFE)(Zone AO,use Base Flood Depth): - 7 B10. Indicate the source of the BFE data or Base Flood Depth entered in Item B9: 0F14 IW}FIRM Dr.nnnnniinitv r)atarminart ''Other: 131:1. Indicate elevation datum used for BFE In Item B9: QNGVD 1929 r' '1MAvn 1ARR rl30ther/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Yes (NI"Vo Designation 0,CBRS P OPA B13. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? r,Yes nNo FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9.19 Building Street Address(includi Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE ,�,f Policy Number � • City: Sc��s l l State! W/1-' - ZIP Code: 0 cj 7 C9mpany,NAIC Kumber`E 'SECTION C-BUILDING'ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: LIConstruction Drawings' 0,Building Under Construction" ,Finished.Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,AO,A(with BFE),VE,VI-V30,V(with BFE),AR,ARIA,AR/AE,AR/A1 A30,AR/AH;AR/AO, A99:'Complete Items C2.a-h�below according to the B%ilding Diagr�m specified in Item A�.In Puerto Rico only,enter meters. Benchmark Utilized:.�S�� r1ar1. I g s-r4 e133 t✓[Vertical Datum: /' ✓!�:/� iQv 1 Indicate elevation datum.fed for the elevations in items a)through h)below. �jiNGVD 1929 KNAvn icim Q.Qther: Datum used for building.elevations must be the same as that used for the BFE.Conversion factor used? 'Yes to If Yes,describe the source of the conversion factor in the Section•D Comments area. �./� Check the measurement used: a) Top of bottom floor(including basement,crawlspace,or enclosure floor): 'feet F-3.meters b) Top of the next higher floor(see Instructions): �./ t feet -1 meters c) Bottom of the lowest horizontal structural member(see Instructions):: tfj feet M meters d) Attached garage(top of slab): U feet Q meters . e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): �• � feet. meters f) Lowest Adjacent Grade(LAG)next to building: Ct��Natural {_:t inished 10 feet C11 meters g) Highest Adjacent Grade(HAG)next to building: 1 Natural E21Finished Meet (r�3j meters h) Finished LAG at lowest elevation of attached deck or stairs,including structural L/ � support: feet Lft� meters SECTION D SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by state law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.!understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? XYesNo Ell Check here.if attachm�ents and describe in the Comments area. ,/ Certifiers Name: 7 K4� L� f c� 5.License Number: D 5^a i-lw 7 Title J_q,J .S✓�✓t;�o r- %��Q'tE •• y i�i >> ` ; � �• P a ...T.. 0' ZAF I` 9^etCom an Name: �� � s"i-je or A� 9 Address: City: "mGS Aa?' State: ZIP Code: . n O �` % . • � : ' op �S•••.�SO46Z..•'Jai�� Date: D a p S✓ z.' P'4 tA Telephone:6�/-7L7- 2 °�c. Ext.: Email: fVGorviC.,3 ✓ 1 cld4o� ��,oil lIII t���� Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/compahy,and(3)building owner. Comments(including source of Iconversion factor in C2;type of equipment and location per C2.e;an�//d description of any attachments): 1 ' ,.� HoVSe. l ✓ilf1o�Cr' ffGwjSpG�e L./;41, 'GunG�Gre 1vaJ �3ncl �v�rec{ Coo/�c,(�-.Te a>..,r�`4 7'/�°.a' i.✓�/��5 i / /A ef-Z G re- 5' pGf-m c1/l e, 7' ¢IDUc� ve �f S 4/,a0k AC kv✓++ cj 7'/an v✓� /✓% • i FEMA Form FF-206-FY=22-152(formerly 086-0-33)(10/22) Page 3 of 19. ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE.COMPANY USE•, Policy,Number:,,", City: State: ZIP Code: Company,NAIL NumGer',. `- . . SECTION E-BUILDING MEASUREMENT INFORMATION(SURVEY NOT REQUIRED) FO ZONE AO,ZONE AR/AO,AND;ZONE A(WITHOUT BFE) For Zones AO,AR/AO,and A(without B E),complete Items E1—E5.For Items E1—E4,use natural grade,if available.If the Certificate is intended to support a.Letter of Map Chang request,complete Sections A,B,and C.Check the measurement used.I Puerto Rico only, enter meters. Building measurements are based on: OC nstruction drawings* En'-Building Under Construction* VFW ed Construction *A new Elevation Certificate will be required w en construction of the building is complete. El. Provide measurements(C.2.a in applicable Building Diagram)for the following and check the appro ate boxes to show whether,the measurement is above or below the natural AG and the LAG. a) Top of bottom floor(including basement, crawispace,or enclosure)is: Q feet Q me rs 0above or [;below the HAG. b) Top of bottom floor(including basement, crawispace,or enclosure)is: Q feet meters Qabove or ft3below the LAG. E2. For Building Diagrams 6-9 with permanent flood op Wings provided in Section ems 8 and/or 9(see pages 1-2 of Instructions),the. next higher floor(C2.b in applicable Building Diagram)of the building is: ® et 0 meters Qabove or Qbelow the HAG. E3. Attached garage(top of slab)is: I feet 0 meters U%+above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: Q feet C meters Cabove or Qbelow the HAG. E5. Zone AO only:if no flood depth number is available,is Voettom floor elevated in accordance with the community's floodplain management ordinance? Q Yes ti•t No The local official must certify this information in Section G. SECTION'F—PROPERTY OWNER(OR OWN 'S UTHORIZED REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative wh complete Sections A,B,and E for Zone A(without BFE)or Zone AO must sign here.The statements in Sections A,B,and'E are co ct to the best f my knowledge QCheck here if-attachments and describe in the.Comm nts area.. Property Owner or Owner's Authorized Representati Name: Address: City: State: ZIP Code: Date: Telephone:. Ext.: Email: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 4 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including.Apt,, Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.. FOR INSURANCE COMPANY USE. Policy,.Number:, City: State: ZIP Code: Company NAIL Number SECTION G-COMMUNITY INFORMATION(RECOMMENDED FOR COMMUNITY OFFICIAL COMPLETION) The local official.who is authorized by la or ordinance to administer the community's floodplain management ordinance can complete Section A,B,C,E,G,or H of this Eli vati n Certificate.Complete the applicable item(s)and sign below when: G1.. . The information in Section C wa taken from other documentation that has been signed and sealed by a licensed surveyor, 'engineer,or architect who is auth rized by state law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below. G2.a. A local official.completed Section E f a building located in Zone A(without a BFE),Zone AO,or Zone AR/AO,or when item E5 is completed for a building located in Zon AO. G2.b. ( rA local official completed Section H for in ranee purposes. G3. In the Comments area of Section G,the loc official describes specific corrections to the informatio in.Sections A,B,E and H.. G4. The following information(Items G5-1311)is.p vided for community floodplain management rposes. G5. Permit Number: G Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: New Construction � Substantial improveme G9.a. Elevation of as-built lowest floor(including basement)of t building: (Meet 'matarc Datum: G9.b. Elevation of bottom of as-built lowest horizontal structural member.- 01-feet ( Datum: matarc G10.a. BFE(or depth in Zone AO)of flooding at the building site: F l feetmatarc Datum: G10.b.Community's minimum,elevation(or depth in Zone AO). requirement for the lowest floor or lowest horizontal structural. member: +:feet ,`matarc Datum: G11. Variance issued? L•yeS nNn If yes,attach do umentation an describe in the Comments area. The.local official who provides information in Section G mu s sign here.l have co leted the information in Section G and certify that it is correct to the best of my knowledge.If applicable,I have Iso provided speciFc.con ctions in the Comments area of this section. Local Official's Name: - Title: NFIP Community Name: 7 Telephone: . Ext.: Email: Address: �— City: State: ZIP Code: Date: Comments(including type o equipment and location,per C2.e;description of any attachments;and corrections to specific information in Sections A,B,D,E,or H): FEMA.Form FF-206-FY-22-1 b2(formerly 086-0-33)(10122) Page 5 of 19 ELEVATION CERTIFICATE' IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt:,Unit,.Suite,and/or Bldg.No.)or P.O.Route and Box No.. FOR INSURANCE COMPANY USE` Policy Number City: State: ZIP Code: Company,NAIC Number SECTION H,BUILDIN 'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT EQUIRED)(FOR INSURANCE PURPOSES ONLY) The property owner,'owner's authorized representa've,or local floodplain, management official may complete Section H for all flood zones to determine the building's first floor height for insura ce purposes.Sections A,B,and I must also be completed.,Enter he'lhts to the nearest tenth'of a foot(nearest tenth of a meterin Pu rto Rico).Reference the Foundation Type Diagrams(at the a of Section H Instructions)and the appropriate Building Diagra (at the end of Section I Instructions)to complete this se on. H1. Provide the height of the top of the floor(as indicate in Foundation Type Diagrams)above the Lowest Adja nt Grade(LAG): a) For Building Diagrams 1A,1B,3,and 5-9.Top bottom Meet Qmvtarrahnva'thw l AG floor(include above-grade.floors only for buildings with subgrade crawlspaces or.enclosure floors)is: b) For Building Diagrams ZA,2B,4,and 6-9.Top of n t . Meet matarcannva tnA i Ar; . . higher floor(i.e.,the floor above basement,crawispace,o ; enclosure floor)is. H2. Is all Machinery,and Equipment servicing the building(as list d in Item H2 instructions levated to or above the floor indicated by the . H2 arrow(shown in the foundation Type Diagrams at end of ction H instructions) r the appropriate Building Diagram? ( Yes . . Nn SECTION I PROPERTY OWNER(OR:OWNER'S All lTH6RIZ0REPRESENTATIVE),CERTIFICATION The property owner or owner's authorized representative who completee Sectio" A,B,and H must sign here. The statements in Sections A,B,and H are correct to the best of my knowledge.Note:If the local flo dpl ' management official completed Section H,they should indicate in.Item G2.b and sign.Section G. �2�'Check here if attachments,are provided(including required Aad ribe each attachment in the Comments area. Property Owner or Owner's-Authorized Representative Name: Address:. City:. State: ZIP Code:. Date:. ... Telephone: Fact.: mail: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10122) -Page 6 of 1.9. : ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE ! f3o 04 k Rye/2,/e Policy Number: City: S,:,,-A"ld State: kzl� _ ZIP Code: Company NAIC Number. Instructions: Insert below at least two and when possible four photographs showing each side of the building(for example,may only be able to take front and back pictures of townhouses/rowhouses). Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View."Photographs must show the foundation.When flood openings are present, include at least one close- up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. f -ti 4 t 0 PI, ` Clear Photo One Phntn Turn q� F ----- ................ r+ EK Clear Photo Two FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 7 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS Continuation Page Building Street Address``including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 9do oGK Policy Number: City: 50,f�'Id State:�_ ZIP Code: ?1 Company NAIC Number. Insert the third and fourth photographs below.Identify all photographs with the date taken and"Front View,"'Rear View," "Right Side View," or"Left Side View."When flood openings are present,include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Ru Pt Cleat —.-r Photo -Three Phntn I=— 01 TI-*% LPh,t Clear Photo Four FEMA, m rr-zuo-rY-22-152(formerly 086-0-33)(10/22) Page 8 of 19 ?IELD INSPECTION REPORT IIATE COMMENTS r� FOUNDATION (IST) ----------------------------------- sy C FOUNDATION (2ND) C�17 z .a- a ok-. t,K.e� fL 1 12155v 5_ 014, ok— Go✓T rt,v--c. y ROUGH FRAMING& � PLUMBING 1 I r^ VJ I S-d'S QvU"a. Sv�a,�'lorl 4 /J� Ok. Dc S15 Govt4j � INSULATION PER N.Y. R wovide �S y STATE ENERGY CODE OWG4 Jeep- �-QS�" 12.eS U lls v 444A f" S J j } I a of u� Lba r FINALOWN i I � i i ADDITIONAL COMMENTS R • 2�• z�f 'So-7 . 0 co f FL fe-c -k 169 qSZ � C. Ctr (N x Nro y N0 � z �e H I PROPERTY INFORMATION Existing use of property: �S Intended use of property: C"i1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Rka this property? Dyes MN o 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 forremoval 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 buildings)for necessary inspections.False statements made-herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): M�I�- C�'��n Authorized Agent ❑Owner Signature of Applicant: L f U&A/ &A V J Date: 06 o3 2 STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185060 COUNTY OF V a CV-) Qualified in Suffolk County LdZC AJ Commission Expires April 14,2d4 a G✓ L -being duly 'sworn, eposes and says that(s)he is the applicant te- (Name of individual signing contract)abo4 named, i (S)he is the A AM ` ll+c /✓ (C ntractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of� 20� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Brian Flanagan residing at 55 Saint Andrews Drive, Huntington, New York I, do hereby authorize Mark Schwartz to apply on my behalf to the Town of Southold Building Department for approval as described herein. r3�f 6.1 .23 Owner's Signature Date Brian Flanagan Print Owner's Name 2 'o�SufFoc,r000 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtownnygov Floodplain Development Permit Application PROPERTY INFORMATION:.' Flood Zone: FIRM Panel: SCTM#1000- Address: Q a L City: t9J Zip' I ?q CONTACT,PERSONi Name: ! Phone#: 2 1_ _ t Mailing Address: .PROJECT DESCRIPTION: SECTION A:.STRUCTURAL DEVELOPMENT(CHECK ALLTHATTAPPLY) „ Type of Structure Type_of Structural Activity Residential (1 to 4 families) ❑New structure (� Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑ Non-residential ❑ Relocation of existing structure ❑ Elevated Addition to existing structure ❑ Flood proofed(attach certification) Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park SECTIORI B:OTHER'DEVELOPMENT(CHECK ALL-THATAPPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining Grading ❑ Drilling ❑ Dredging onnection to public utilities or services ❑ Paving ❑ Placement of fill material Kfbra improvement(including culvert work) ❑ Roadway or bridge construction Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): .By signing below 1 agree,to the terms and conditionsof this permit'and`certify to the best of my knowledge the`information contained,- in this application is'true and accurate. I understand that no work may start until'a permit is issued.The permit;maybe revoked if any false'statements.are made.herein'If revoked,all work"must.cease until permif is;re-issued.Development shall not be used`or,occupied until a Cert.of Compliance;is issued,7he,permit,will'expire if no work is commence&Within oneyear.of issuance.,Other permits may,be required,to fulfill regulatory.requirements:Applicant gives consent:ta local authority or representative to make reasonable inspections 'to verify.Kcompliance. Application Submitted By(print name): Signature of Applicant: 0 Date: 7a i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,kY. NOTICE OF DISAPPROVAL DATE: August 14, 2023 TO: Mark Schwartz (Flanagan) PO Box 933 Cutchogue,NY 1193 5 Please take notice that your application dated June 7, 2023: For permit: demolish(as per Town Code definition) and reconstruct a single-family dwelling at: Location of property: 980 Oak Avenue, Southold.,NY County Tax Map No. 1000—Section 77 Block 1 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 9,800 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots,which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet. The proposed minimum side yard setback is 5.5 feet. Additionally,the proposed construction is not permitted pursuant to 280-208(A)which states, "Any building or structure on any lot in the A-C, R-40, R-80, R-120, R-200, and R-400 Zoning Districts must be within the sky plane." The proposed construction exceeds the permitted sky plane. j Authorized g a e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. � I FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL i DATE: August 14, 2023 RENEWED: October 16,2023 TO: Mark Schwartz(Flanagan) PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated June 7, 2023: For permit: demolish(as per Town Code definition) and reconstruct a single-family dwelling at: Location of property: 980 Oak Avenue, Southold',NY County Tax Map No. 1000—Section 77 Block 1 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 9,800 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet. The proposed minimum side yard setback is 5.5 feet. -i Additionally,the proposed construction is not permitted pursuant to 280-208(A) which states "Any building or structure on any lot in the A-C, R-40, R-80, R-120, R-200, and R-400 Zoning Districts must be within the sky plane." The proposed construction exceeds the permitted sky plane. Authorized Signa Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. i I BOARD MEMBERS ��0� SOUjyO Southold Town Hall Leslie Kanes Weisman, Chairperson �� �® 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �@ Town Annex/First Floor, Robert Lehnert, Jr. COUNTV,� 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 RECEIVED http://southoldtownny gov Q;,�js( �je �I:O�aJ►�t ZONING BOARD OF APPEALS F EB 2 0 2024 TOWN OF SOOTHOLD F E B 2 2 2024 Tel. (631) 765-1809 Southold Town Clerk DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 15, 2024 ZBA FILE: #7874 NAME OF APPLICANT: Brian W. Flanagan and'Laura K. Flanagan PROPERTY LOCATION: 980 Oak Avenue, Southold,NY SCTM No. 1000-77-1-6 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply, dated December 22,2023, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated January 25,2024. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from LWRP Review since the building is proposed to be raised/elevated to mitigate flooding. PROPERTY FACTS/DESCRIPTION: The subject property is a 9,800-sq. ft. non-conforming parcel in an R-40 Zoning District. The front yard property line measures 70.00 feet along Oak Avenue, the westerly property line measures 140.00 feet, the northerly property line, landward of a wood bulkhead, measures 70.00 feet and the easterly property line measures 140.00 feet. The property is improved with a one-story frame house with an attached enclosed porch, as shown on a survey prepared by Nathan Taft Corwin, III, L.S., dated May 15,2013. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; Article XXXV1, Section-280-208A; and the Building Inspector's October 16, 2023 Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition)and reconstruct a single family dwelling; at; 1) located less than the minimum required side yard setback of 10 feet; 2) the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code; located at: 980 Oak Avenue, Southold,NY. SCTM# 1000- 77-1-6. RELIEF REQUESTED: The applicant requests variances to partially demolish and elevate the single-family dwelling and add a rear deck and a front porch. The rear deck will have a 5.5 feet side yard setback, equal to the * t � Page 2, February 15,2024 #7874, Flanagan SCTM No. 1000-77-1-6 existing framed dwelling, and after elevating the dwelling, the proposed construction will result in approximately 3 sq. ft of the roof exceeding the sky plane as defined in the Town Code. ADDITIONAL INFORMATION: The existing dwelling was built within the pier line of property in close proximity to Goose Creek. The applicant agreed that the septic system will be upgraded to an Innovative Advanced (I/A) Waste Water Treatment System. According to the applicant's representative, a pre-submission;meeting was conducted with the Southold Town Board of Trustees, which resulted in that Board advising the applicant not to move the house. I Thirteen letters of support were received from neighbors. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 1, 2024, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The dwelling is currently in significant disrepair and will require aesthetic and structural improvements as it is being elevated to conform to FEMA regulations because the subject neighborhood and lot are very vulnerable to significant flooding. The homes on either side of the subject residence are both two-story and much larger than the proposed elevated one-story dwelling. Additionally, many other dwellings in the neighborhood have been updated and enlarged over time. 2. Town Law&267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject dwelling already has a non- conforming side yard setback which is being maintained because the Trustees have informed the applicant that they do not support moving the footprint of the reconstructed dwelling to a more conforming location due to land disturbance. However, in order to elevate the renovated home to conform to FEMA regulations, which is required because the construction is deemed a demolition per Town Code, while also meeting the Trustees request to maintain the existing footprint,the construction must exceed the sky pane limitations 3. Town Law V67-b(3)(b)(3). The variance granted herein for the side yard setback is mathematically substantial, representing 45%, relief from the code, while the portion of the dwelling located within the sky plane represents 100% relief from the code. However, the proposed partial demolition and elevation is required to mitigate any potential flood damage per FEMA requirements, and the sky plane violation is exceeded by only 3 square feet of the corner of the proposed roof, which is de minimus. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code, and apply to the Southold Board of Trustees, if required. 5. Town Law V67-b(3)(b)(5). The difficulty has been self-created l The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. r ■ Page 3, February 15,2024 #7874, Flanagan SCTM No. 1000-77-1-6 6. Town Law 4267-b. Grant of the relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single-family dwelling elevated to FEMA requirements while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Lehnert, and duly carried, to GRANT the variances as applied for, and shown on the Site Plan and Architectural Plans (Sheets S-1, S-2, Al2 thru A-6)prepared by Mark Kevin Schwartz, Architect,dated January 22, 2024. SUBJECT TO THE FOLLOWING CONDITION: I 1. The applicant shall install an Innovative Advanced septic system (I/A) on the subject property approved by the Suffolk County Department of Health Services This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was L Page 4, February 15,2024 #7874, Flanagan SCTM No. 1000-77-1-6 granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento, Acampora,and Lehnert. (5-0) eshe Kanes Weisman, hairperson Approved for filing / /2024 i 1 BOARD MEMBERS 1.% S Ury " Southold Town Hall Leslie Kanes Weisman,Chairperson ir\O� Old. 53095 Main Road -P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes :, �. �p� Town Annex/First Floor, Robert Lehnert,Jr. ��,Y 54375 Main Road(at Youngs Avenue) Nicholas Planamento C�(� �N' , Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 September 17, 2024 Brian and Laura Flanagan 55 St. Andrews Drive Huntington,NY 11743 Re: De Minimus Request, File#7874 Flanagan, 980 Oak Avenue, Southold SCTM No. 1000-77-1-6 Dear Mr. and Mrs. Flanagan; We are in receipt of your correspondence, dated September 6, 2024, requesting a de minimus approval related to ZBA determination #7874, dated February 15, 2024, in which variance relief was granted to reconstruct a single family dwelling to allow for a less than the permitted side yard setback and to exceed the permitted sky plane. In your letter,you explained that you wish to increase the size of the attached front porch from 50 sq. ft. to 80 sq. ft. and advised that the change will not change the side yard setback or the sky plane. I have reviewed your request,the copy of the site plan and architectural plans that you provided, and have determined that the change described is de minimus in nature. Please provide this Board with two (2) dated, signed and sealed site plan and architectural plans of the proposed change, and contact ur office if you have any further questions. � !Kancs lie Weisman, Chairperson cc: Building Department i 7 , i i t i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ; PERMIT NO. 10592 DATE: JUNE 12,2024 ISSUED TO: .BRIAN&_LAURA FLANAGAN. PROPERTY ADDRESS: 980 OAK AVENUE.SOUTHOLD SCTM#1000 77-14 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at by meeting held on June 12,2024,and in consideration of application fee in the sum of 1 250.00 paid by Brian;8c Laura Flanagan and subject to the \ ' Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish(per Town Code Definition),reconstruct in-place and W raised to FEMA compliant elevation the existing one-story dwelling with new front r porch and new attached seaward side deck; install stormwater drainage system; and install a new I/A sanitary system;with the condition to reestablish existing 20' non-turf buffer; any tree removed to be replaced on a one-to-one ratio with at least 2-3 inch caliper; all as depicted on the revised site plan prepared by En-Consultants,received on January 31,2024,and stamped approved on June 12,2024. I IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. I g, gt1FF0E - Oj r r r i q ,} u 01. V i ,j .1 Y '1 + 44 S .r Glenn Goldsmith,President -``�QF S0�/�y Town Hall Annex A.Nicholas Krupski,Vice President ,`O� Ol0 54375 Route 25 P.O.Box 1179 Eric Sepenoski J Southold, New York 11971 Liz Gillooly G Q Telephone(631) 76 Elizabeth Peeples �O` • �O Fax(63 4� y00UMy,�� C� BOARD OF TOWN TRUSTEES pUG TOWN OF SOUTHOLD �'°�®d� o t��ed CERTIFICATE OF COMPLIANCE # 2252 C Date: June 10, 2025 THIS CERTIFIES that the demolition(per Town Code Definition),reconstruction in-place and raised to FEMA compliant elevation of the existing one-story dwelling with new front porch and new attached seaward side deck; installation of stormwater drainage system-, and installation of an I/A sanitary system,• reestablishment of existing 20' non-turf buffer, At 980 Oak Avenue, Southold Suffolk County Tax Map#1000-77-1-6 Conforms to the,application for a Trustees Permit heretofore filed in this office Dated March 28,2024 pursuant to which Trustees Wetland Permit#10592 Dated June 12,2024,was issued and conforms to all of the requirements and conditions of the applicable,provisions of law. The project for which this certificate is being issued is for the demolition(per Town Code Definition), reconstruction in-place and raised to FEMA compliant elevation of the existing one-story dwelling with new front porch and new attached seaward side deck; installation of stormwater drainage system; and ip_stalation of an UA sanitary system. reestablishment of existing 20' .non-turf buffer. The certificate is issued to BRIAN&LAURA FLANAGAN owners of the aforesaid property. Authorized Signature 1 - NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 9-Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 ,,vwP4.dec.ny.gov a ,.LETTER-OF-NO JURISDICTION TITDA'L WETLANDS_ACT - July 23,2019 TEAMC99A Properties LLC c/o Christopher Joseph,Member 24 Jaynes Way Wading River,NY 11792 Re: NYSDEC#: 1-4738-03153/00007 TEAMC99A Properties LLC,980 Oak Ave.,Southold SCTM#1000-77-1-6 Dear Applicant; Based on the information you submitted,the New York State Department of Environmental Conservation has determined that the portion of the above property landward of the functional bulkhead greater than I00'feet in length,as shown on the survey prepared by Nathan Taft Corwin 111, last revised 8/3/16,which was constructed prior to August 20, 1977,as evidenced on Aeroimage Exposure 77-2025, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661),no permit is required to conduct regulated activities landward of that bulkhead. Be advised,no construction, sedimentation,or disturbance of any kind may take places6award of the.tidal wetlands jurisdictional boundary,as indicated above,without a permit.It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article�5 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e.a 15' wide construction area)or erecting a temporary fence, barrier,or hale bay berm:: This fetter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: NYSDEC-MHP En-Consultants NEVJ-YOfROC Depart#1...W �6riu'�mY Environmental , Conservation tlYc 4 Q���uFFOt NOv 2 2 202� BUILDING DEPARTMENT- Electrical Inspector 15 TOWN OF SOUTHOLD 'o-arkV. n Hall Annex - 54375 Main Road - PO Box 1179 �, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 O jamesh southoldtownny.gov - seand(cr-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 11 AZ z Company Name: � L(,e C Electrician's Name: fyv-Aa- � License No.: y(�(�� ElelP email:f3,�� ,, ��G a �1 P�-�,�,� e c0-1 Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: 610 4-V-e- 01�,O o Ul JOB SITE INFORMATION (All Information Required) Name: P[oat/tcL aA Address: U9 O od'L Val, So 04�\o Cross Street: 11k,c1d, Phone No.: W— - ,s Bldg.Permit#: ( a l I email:A,'a c 0-1 Tax Map District: 1000 Section: Block: '--Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 64 p,(t°LAvlL -vvgko�Jc�'T �1 Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES [ONO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION Pd !V l 50l�tcw �3�i3 a ���SUFF01 ?02G -BUILDING DEPARTMENT- Electrical Inspector A4, dK�Qv TOWN OF SOUTHOLD DaTI-1''"q�n Hall Annex- 54375 Main Road - PO Box 1179 �- ' gig° ti�kr . Southold, New York 11971-0959 �.4,, Telephone (631) 765-1802 - FAX (631) 765-9502 ja mesh(D-southoldtownny.gov - seand cAsoutholdtownny.gov I - APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: �.., License No.: y 6 s✓SV Be . email:f31r P,1 Elec. Phone No: 63(- s1 CAI request an email copy of Certificate of Compliance Elec. Address.: 63 JOB SITE INFORMATION (All information Required) Name: 1�ri o \ at A Address: Cross Street: Phone No.: 6D- - Bldg.Permit#: a 1 'email:&-,Q o `(a a �,� Tax Map District: 1000 Section: Block: --Lot: BRIEF DESCRIPTION OF WORK, INCLUDE(SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES [ONO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (AII information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[-]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underg round❑Overhead # Underground Laterals 1 2 H Frame Pole;Work done on Service? . Y N Additional Information: PAYMENT DUE WITH APPLICATION pd �o sec PERMIT# Address: Switches Outlets — 1 GFI's Surface �- y Sconces -- 0 HH's 2a UC Lts — Fridge -- ., HW , POOL Fans Mini Fr. WAD �Q Panel 0, c, V- Pump Exhaust ( Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon �- `� Micro I GrbDis Water Bond Lights Heat Pucks ERV Inst Hot -,, f DeHum Transfer HOT TUB/SPA Disc Combo Cooktop sa Minisplit Blower AC AH Hood Blower Service Amps — 20,0 Have Used Yo Sub Amps Have Used Comments i C U TO Z 4"0 SDR 35 GROUND Go ( I OUTLET W a w o C� z "' N TO BLOWER Z �\ �� IA CONTROL Z a z , PANEL TO PUMP P 00 w Ij- I w �D s� '• � � 20A TO ALARM FLOAT 40 SDR 35 �--- '--' � � H INLET Q w C8 f: m x 200A 10 co .P.. e. METER (n H I Z Z► MAINa m DISCONNECT �► v PLAN VIEW 0 15A TO BLOWER a 0 � n HD Cl LOCKING PLASTIC COVER ORENCO TO PUMP FLOAT ® COVER AT GRADE CONTROL it?NGi� TO REMOTE BLOWER CONIC COLLAR HP80 BLOWER PANEL RE-CIRCULATION AS REQUIRED TO ALARM FLOAT z ASSEMBLY (TYP MOUNTING PAD O C_� E! a w�O o vi o?az .,......, :L: . •� • : .�.: : . . :. . : : : .. : :. . :• BLOWER ELEC SINGLE LINE 3r.w w SCALE NTS 4Nw bo- 3•, NOON �Hp^Z <^� 'Q OZ EFFLUENT FILTER o o .O �F W SOLIDS DEFLECTOR E1`'c(n aog � d- DIRECTLY UNDER zn�wwo . a ACCESS COVER o w I� CAPPED OR PLUGGED O CASTING TO GRADE OR SLATE COVER O N N [� U FINISHED GRADE N O a I ADJUST TO GRADE WITH N.J. SHALE �; (nn AASHTO HS-20 ' RED BRICK & MORTAR MIN. OF TWO �I TRAFFIC BEARING COURSES & MAX. OF 15 n co") c U) H } E-+ E-I H Z m CONC TANK rld 41-t;inz z z z � o SEE COASTAL PIPELINE -A 6" LAYER OF STONE w w 9 w w a H Y '. V DWG No. 16-0132 MIN. 6m DATED 4/8/16 o-ocjoC' BAETWEEN INTAIN BRICKWORKPARATION AND STRUCTURE O O Q p Q v T1� W cnCIS tI) U) 0,7��L�` 4" DIA. 30' BEND x x H x z 10 -9 4" SANITARY UNE p u Q w FROM RESIDENCE 60 WYE BRANCH a cn cn Px m p 12" SAND/GRAVEL BED J " SANITARY UNE O 4 N SECTION VIEW N `�' IV �' TO SEPTIC TANK • N m O N N WN oo • • . FLOW FLOW H • N O O Ln F:C M • N ,—i ,--i Q CD. . . m TYPICAL GRAVITY HOUSE CONNECTION > m � 5 HYDRO - ACTION AN500C_ NON-PAVED AREA CLEAN-OUT DETAIL w SCALE NTS NTS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CONTROL PANEL MOUNTED PERMIT FOR APPROVAL OF CONSTRUCTION FOR A TO SIDE OF BUILDING SINGLE FAMILY RESIDENCE ONLY (n___I BLOWER IN SECONDARY Q LLj PLASTIC ENCLOSURE ON VENT IA UNIT THROUGH MOUNTING PAD - HARD WIRE DATE 7/9/24 H.S. R F 7 N O. R-20-1213 z TO CONTROL PANEL F ' Lli BUILDING PLUMBING STACK Q LOCKING HD CAST 2" TO 1.5" "' f HOUSE FF 9.0' Z IRON COVERS BACKWATER HEADER APPROVED - "' � n Q HQ DISTAL PORT FOR MAXIMUM OF j/` BEDROOMS �J CHECK VALVE EQUALIZATION � —� Z 000A IN VALVE BOX VALVE " EXPIRES THREE YEARS FROM DATE OF APPROVAL 0 Q Q Q Q GRADE 7 PUMP STATION 6 MIN. GRADE 7't U) Z 0 = o CLEANOUT MUST BE INSTALLED ON 0 Q I— THE IA OWTS INLET WASTE UNE t �',77 ki 0 D sw •:.: : .. ... ..... ..., . : ., .. : . • 00 0 �'`� '• (3) 24 LONG TRENCHES N LL (f) CL I.E. 5 I.E. :�.•t• .;'. . ••. .. >::.,.: . •.. ' I.E. 6.5 5.6' . ::;.;;►•,.•.•.,,..t•. :' ''' •�:.; !. INFILTRATOR QUICK4 CHAMBERS MIN. 4"0 SDR 35 PVC LE. - MIN. ;,�`;:• ~. .; ,•�'3. MIN:•?:. •z. ® " 12" I.E. 6 I.E. N~, +;:.;::. ::; ?t:s :•'':' EXCAVATE MIN 4' OR TO SP SOILS, PIPE PITCHED / 5.8 5.5' ' WITH SUP RING CONNECTOR '• ''''' +' �:�� '' " J••'' �•: WHICH EVER IS GREATER ' N EXTENDING = = ". ; Sy TO 2 CAST IRO HIGHEST EXPECTEDO1Nb�iiiAfiER''EC:EVi4TION OUT OF FOUNDATION 550 GPD RATED CAPACITY BELOW TRENCHES HYDRO-ACTION AN500 ' ALL UTILITIES REQUIRE A 5' MINIMUM •~ � � � � a WASTEWATER ` SEPARATION TO THE SEPTIC SYSTEM. EL. 1 f TREATMENT UNIT ' •' •~ , USE COFFER DAMS AND SHORING AS REQUIRED 3'x3'x1' CONIC TO EXCAVATE IN AREAS OF GROUNDWATER— CONSULT o w MAX. 4' INTO GROUNDWATER ANTI—FLOATATION GEOTECHNICAL ENGINEER FOR DESIGN. SUBMERGED VOLUME = 49.3sf*4ft= 197cf MIN. CO SDR 35 PVC SEE DETAIL �� 353 c �� o m SAFETY FACTOR 1.5; DE-SIGN FOR 296cf PIPE PITCHED ® J"/12" �/QO �P�' . 00 N Z z ` V GROUNDWATER 62.4lbs/cf = 16,150lbs UPLIFT ESS1 0 "� a c� BASE AND COVER TOTAL WEIGHT = 16,3501bs SEPTIC PROFILE u NO BALLAST REQUIRED w SCALE NTS m Q x O � � (Un 0 N i Waldo oo VALVE BOX W z co 4" PVC Z � W � � 00 FINISHED GRADE 8' INFILTRATOR MONIT. PORT (� x W CO s" CHAMBER FINISHED GRADE z ¢ z Oq 1 .25" SCH 40 PVC DIST PIPE W a � i CLEANOUT & Z W W $ 't� ORIFICE HOLES 01 .5' O.C. _ DISTAL END �D ORIFICE HOLES TO BE AT 6 O'CLOCK 0 t, EVERY 5TH ORIFICE TO p.; L) BE AT 12 O'CLOCK EL 6.5' ,WW ca DISTRIBUTION PIPE SCARIFY BASAL AREA fl R I,L ?� 34" 24" 34" 8� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES °v PERMIT FOR APPROVAL OF CONSTRUCTION FORA ;; ASTM C33 SAND FILL SINGLE FAMILY RESIDENCE ONLY 48" BELOW PSD DATE 7/9/24 H,,$. R&. NO. R-20-1213 XxGi 17 2.6 HIGHEST EXPECTED GROUNDWATER ELEVATION APPROVED AA r.Y• , ' EL 2.5' FOR MAXIMUM OF 3 BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL F 0 o s vi INFILTRATOR QUICK4 LEACHING SYSTEM INFILTRATOR QUICK4 LEACHING SYSTEM Zolaz CROSS SECTION SIDE VIEW rta::OW 4Lnwo W U O 5 &PDr-Z oz J0W8F=_ 0Qw4.WORENCO SIMPLEX DISCHARGE PUMP BASIN DETAIL QWo SCALE: NTS N o . • N a. N V o W C31 c-i N Cn INFILTRATOR WATER TECHNOLOGIES H in QUICK4 PLUS STANDARD CHAMBER w w � W o a W PRODUCT SPECIFICATIONS 00 (NOT TO SCALE) Z U U Q U eriComm Control Panel Model VCOM-S1R0 W C) cn Cn TOP VIEW Q Q > Pump Discharge O U U WU un M PG INSPECTION PORT Control Panel o � ,� NTS 3-FOOT SQUARE DEADMAN N N 2 N diam. 00 0 0 »» 0 0 - 0 - 0 0 ».. 0 QUICK4 PLUS ALL-IN-ONE 12 END CAP H � N N N N NN N » �� o Orenco Model FL24G renco Internal Splice Box Isla M N N N » N N . » 24" Gasketed Fiberglass Model SB4 W Q N. M. »M /■« M. Lid With S.S. Bolts. renco 1-1/4"Q� Discharge Ass •� 0 0�• 0 0 •� '✓ �• 0 0 «» 0 MN BREAKER g y. Model HV125B INSPECTION PORT o Field Install 4" GB A LB 1 DISCk ARGF PULW 4" diam. Grommet Inlet PRESSURIZED PIPE DRILL LBB LB] Pipe. Model G4L 11 - ` N 53"- GRGUTBRFAKERNOES 1-1/4"0 Transport To Drainfield �. \� r POINTS LOCATIONS kJlt PI FCTRrtAL PANEI w p 2 PLACES) CONTROLPANEL �Ba:MAL;PS X_ Field Install Grommet G125L j( / VFRIf[IM MNTRfII PANFI � -`\ SIDE VIEW END VIEW LB,•AAMPB _ `A`SA v� s 48"-_ 18" renco Float Assemblyw 1 — W (EFFECTIVE LENGTH) Model MF3P21 FS �` � � � `�V � ,• � � ; W CREOlMENERENERNET 2i / g WaterAlarm 1 f 3 R R: Off - 0 k4 12 1 J, �� �� �_1 z GRd A W.• Low Water/Redundant Off (��, S� 0 Q Q 0 a DISLWIRGE —Orenco High Head Pump PUMP LONTROL 34 33 INVERT Electrical Wiring Diagram . Model PF2005 �FE S S w0 O D NTS teel Lifting Rings (3) • ..,__. _1000 w Note: -Orenco Pump Basin to be Cut to Desired Length in Field Reinforced Concrete Anti-floatation Flange: Square (If Applicable) r _ -Pump System Designed for Demand Dose Dimensions: 36" Diameter x 12" Depth, Embedded 6" -Float Heights to be Adjusted per Design Dry Weight: 3' Square Deadman 1124 lb -Pump Basin Volume: 1.88 Gallon/Inch Total Basin Buoyancy. 1129 lb at 6' Submersion. INFILTRATOR QUICK4 DETAILS -Orenco High Head Pump to be Sized by Designer v Z -Inlet/Outlet Grommets !o be Field Installed Anti-Buoyancy (3 Square Deadman): 3296 lb (292/) at 6 Bury Depth Q SCALE NTS -Precast Anti-Floatation Collar(As Shown). Anti-Floatation to be Calculated by Design Professional Based on Field -Anti-Floatation Collar titeets 150% at Full Submersion Conditions W renco Pump Basin w/Flow Inducer o o M Model PB2460FI 0° N z z o ¢to Z c� PUMP SPECIFICATIONS Q 0 O 0 p Q V SCALE NTS `n M LEGEND: SURVEY OF - HYDRO-ACTION AN-500 UNIT o - ORENCO PUMP P/ 1 1 O LOT m 297 �� � LOTS LO m S 2982 �J n 8 299 �Jn 9 & 300 2 - INFILTRATOR QUICK 4 MAP OF p� GOOSE BAY ESTATES ti p� �o14 FILE No. 1176 FILED NOVEMBER 13, 1934 SI T UA TE d SOUTHOLD \ TOWN OF SOUTHOLD ,�o�' SUFFOLK COUNTY, NEW YORK \ �s �' ` ems, \��t�� `� S.C. TAX No. 1000-77-01 -06 o "��,� ` y�`/��' o �+ SCALE 1 "=30' �� MAY 15, 2013 AUGUST 3, 2016 UPDATE SURVEY Pao MAY 18, 2023 UPDATE SURVEY JUNE 5, 2025 FINAL SURVEY \z',9 0's o �ppo �'� '9a �,�QpA AREA = 9,800 sq. ft. , s\g• oo° h Qpa° �c 0.225 ac.%00' 025 °• bb CERTIFIED T0: �g�e, � h �9 oy � >' \ �°'• �a;P �!'►®1st �.��F oho c \stp . "� BRIAN W. FLANAGAN ®i S� op�' � ,,s•��Q pe�'��ti� �� 4ti c \•Qp� LAURA K. FLANAGAN ?� O�, �4cF e° �o "� \ F JUDICIAL TITLE INSURANCE COMPANY FIRST AMERICAN TITLE INSURANCE COMPANY NOTES: 1. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO166H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED AE(��� E ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL .?�' ✓— ZON , ° q�. Qo� p� �. n O L �, CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT q ZON'E\X* \ OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 01 ell 10, SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE 6 CORNER QA CORNER�B HYDRO-ACTION AN500 32.5' 54.5' OUTLET COVER ORENCO PUMP COVER 29' 45.5' UNAUTHORIZED ALTERATION OR ADDITION PREPARED IN ACCORDANCE WITH THE MINIMUM TO THIS SURVEY IS A VIOLATION ON OF STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin SECTION 7209 OF THE NEW YORK STATE BY THE LIA.LS. AND APPROVED AND ADOPTED INFILTRATOR QUICK 4 + EDUCATION LAW. FOR SUCH USE BY THE NEW YORK STATE LAND Land Surveyor 24 39 Tn1E ASSOCIATION. COVER 1 COPIES OF THIS SURVEY MAP NOT BEARING INFILTRATOR QUICK 4 THE LAND SURVEYOR'S INKED SEAL OR \6® OF NFL, i�� COVER 2 35 26 TO BEEMBOSSED ALID TRUE COPY SEAL SHALL NOT BE CONSIDERED ���O��P�.•'�PFT••�•' Yp ��i 9 � INFILTRATOR QUICK 4 + CERTIFICATIONS INDICATED HEREON SHALL RUN 2�� Successor To: Stanley J. Is , Jr. L.S. COVER 3 28.5 42.5 ONLY TO THE PERSON FOR WHOM THE SURVEY * ;=Q Joseph A. Iaksenaksen L.S. PREPARED, AND ON HIS BEHALF TO THE =; * o INFILTRATOR QUICK 4 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys 38.5' 31' LENDING INSTITUTION LISTED HEREON, AND Q — — Subdivisions — Site Plans — Construction Layout COVER 4 TO THE ASSIGNEES OF THE LENDING INSTI- o n � 11 p TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 10 , . �, %. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS m.o�AtS' ,0046�,.•���q®sue OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS ,OF RECORD, IF �F� CgND'Sv � � 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. /®Ag p p N.Y& % c. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 43-106A LEGEND: SURVEY OF 0 lobj HYDRO—ACTION AN-500 UNIT P O LOT 297 ry Q„ LOTS O m C � n Q 299 Q„ 300 O — ORENCO PUMP / L 1 J ( & jJ 1 S c'7 U ) c97 & c:__===== 1— INFILTRATOR QUICK 4 MAP OF GOOSE BAY ESTATES o� FILE No. 1176 FILED NOVEMBER 13, 1934 SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-77-01 -06 7 5� 9 o� `\ SVo,, � o��o �► SCALE 1 "=30' 'N MAY 15, 2013 AUGUST 3, 2016 UPDATE SURVEY MAY 18, 2023 UPDATE SURVEY�hti �° \ "® •,, �\ \� a+ 1P� �� JUNE 5, 2025 FINAL SURVEY AREA = 9,800 sq. ft. �n � * �� 0.225 ac. 0 V �' \ s• ��Jy� `�' ti `\ �o� CERTIFIED TO: uG 2 o BRIAN W. FLANAGAN a e4 Ng� S• °p s.�Q`Q oQ�'��ti Gy �' , \10 �, LAURA K. FLANAGAN pci��' oed Q° o�' \ \ F \ JUDICIAL TITLE INSURANCE COMPANY % �, c o �s FIRST AMERICAN TITLE INSURANCE COMPANY �,Q�3 NOTES: /\ cPo� Poi ,, Q�oo r,/r'�' 1. FLOOD ZONE INFORMATION_TAKEN_FROM: . \ O o 5 e+ FLOOD INSURANCE RATE MAP No. 36103CO166H t � Q``�pyc� o rrr �,����' + - ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZOfJ AE(�7 sy \ 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL ° Qo� o� SUFFOLK COUNTY DEPARTMENT OF H R RV ZON \X* < �. ,�O• CE OOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT -� \�,'4 l `\ APPROVAL OF CONSTRUCTED WORKS FOR OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; q cP C �Y�y `\ y�$`�J l c�pB �1` '� A SINGLE FAMILY RESIDENCE AND AREkS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 411 O pO,`G ° F o� ��� �� Date: B 095 H.S. Ref. N , 0�� \ \ p`s Dh The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and SEPTIC SYSTEM TIE MEASUREMENTS 19 O os' o°�G o�'�' '� found to be satisfactory FOR A MAXIMUM OF 3 BEDROOMS. HOUSE HOUSE ��6 CORNER ❑A CORNER iYDRO—ACTION AN500 32 , JONATHAN PAI,_P.E., CHIEF )UTLET COVER .5 54.5 OFFICE OF WASTE MANAGEMENT ORENCO PUMP COVER 29' 45.5' UNAUTHORIZED ALTERATION OR ADDITION PREPARED- I TO THIS SURVEY IS A VIOLATION OF STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE BY THE LIA.L.S. AND APPROVED AND ADOPTED INFILTRATOR QUICK 4 EDUCATION LAW. FOR SUCH USE BY THE NEW YORK STATE LAND COVER 1 24 39 TITLE ASSOCIATION. t16ga69 Land Surveyor COPIES OF THIS SURVEY MAP NOT-BEARING INFILTRATOR QUICK 4 EMBOTHE SSED SEAL SOHALLINOT BE CONSIDERED Qa�NKED SEAL OR ���� OF N�/1,0e COVER 2 35 26 TO BE A VALID TRUE COPY. °ate �P°'°'°°° •. �s " TA INFILTRATOR QUICK 4 + + CERTIFICATIONS INDICATED HEREON SHALL RUN G °° 00 O� Successor To: Stanley J.'lsaksen, Jr. L.S. 28.5 42.5 ONLY TO THE PERSON FOR WHOM THE SURVEY ;_ Joseph A �ngegno L.S. COVER 3 IS PREPARED, AND ON HIS BEHALF TO THE r ; 2 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout INFILTRATOR QUICK 4 + • — y Y 38.5 31 LENDING INSTITUTION LISTED HEREON, AND C� ". COVER 4 TO THE ASSIGNEES OF THE LENDING INSTI— m e PHONE 631 727-2090 Fax 631 727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 2 Q w 9��` °°•• 04 7 10 OFFICES LOCATED AT MAILING ADDRESS THE EXIOF WAYS AND/ORSTENCE EASEM NTSRIGHT OF RECORD, IF �'�� (q ° °•°�1� ��� 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. •Lo,\ o. 50467 Jamesport, New York 11947 Jamesport, New York 11947 43-106A te -,. 4BQ Oaf Pwoe, &Mholc� Received �— SEP 0 6 2024 Zoning Board of Appeals T) WA (Dl/wrd J o, dim I M I MV, becattst oe- rorM -0- SOe fiord w (Cme I�M 400f o(116� Con 6ence -I( iark ou �;,K ��r cc�nside��► cry 55 Ar wtos-- `fi r -tjT�n iwJ N� I I �43 SITE DATA PROPERTY: 9,900 SF 0.225 ac DISAPPROVA, NON CONFORMING LOT: ZONE:R40 FRONT:35' SIDE 1:10' L (280-124)SETBACKS: LOT COVERAGE:20% REAR:35' SIDE 2:15' 'z O HIGH WATER MARK SEAWARD EDGE MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE: 280-207 MAX.GFA: ALONG BULKHEAD OF MEADOW BB 3.1 BB 2 2 BB (280 4 280.208) 35' 10'h(AVG),45°ANGLE 2100.0 SF H 14 TB .3 WOOD BULKHEAD TB 3.3. PHI 4 TB ..3 I WOOD r1ULKHEAD DESCRIPTION: AREA LOT COVERAGE: x SAND EXISTING HOUSE: 922.6 SF 9.41% W C-Wwooc PROPOSED PORCH: 50.0 SF 0.51% Q WALK 'Z PROPOSED DECK 387.7 SF 3.95% W SAND TOTAL: 1360.3 SF 13.87% O W WOOD EDGING O METES AND BOUNDS: SURVEYOR: NATHAN TAFT CORWIN III DATE SURVEYED: MAY 15,20133. A 4 UJI O SCTM: 1000-77-01-06 ELEVATIONS REFRENCE: NAVD 1988 z 3.3 O O p M GFA CALCULATIONS CONCRETE � = CONCRETE `�- TROUGH L11 J fY1 TROUGH LOCATION: AREA: O coC -4 PROPERTY: 9800.0 SF Gam,. O /' (280-207d)GFA PERMITTED: 2100.0 O 'S' -—-—-—0 -—-—- ,Q' EXISTING 1ST.FLOOR: 922.6 SF L>a n /I TOTAL EXISTING: �O 1n � a O 0 00 4L!NE o4- - 3' PIER LINEPIEPIER LINEPIER LINE !ram III ° p 19.1 J L5 V g 4.9 I 1n I so_ 5- _ _ _ + EXISTING 1 STORY - - - -5 r e - - - - - - - FRAMED HOUSE I MCNI A UG 7 1 20M °z ° o� F CE Gh C • \ f\ j HEA71N 32.3' Building Depar'Ement 31.9' ` P G/ Town Of Seuthold � � 5.5 sToo — — 1 6.7 5.7 O��OaG # ----- --- ------- g Uo m Q ASPHAL +6.7 %O CONCRETE A H ~ 6.9.+ RIVEW O u cn - -; - - - - - - - - 7 m It Nt CON BETE � � Q Z TRO GH M E 0 8- - - - - - - - - - - - - - - - -80 8.4 S 45' 24' 40" W ti yry - DRAWN:N11MS -I ' SCALE: AVE1�lUE EXISTING SITE PLAN s� ER JDBx. I',E l 8/9l2033 ®AK . . ,. SNEETNUMRER: SCALE: 1" = 20'-011 sm S_1 SITE DATA PROPERTY. 91800 OF 022S.. NON CONFORMING LCrr.- ZONE-R40 FRONT.-35' ODE is 10- HIGH WATER MARK SEAWARD EDGE (2M124)SETBACKS:LOT COVERAGE.20% REAR 3Y SIDE 2:LY MAXIMUM HEIGHT.- BUILDING HEIGHT: SKYPLANE. 280­207 MAX.GFA. ALONG BULKHEAD OF MEADOW (28D4.280-2M 3S. In(AVQ.45'ANrLE 21DO.0 SF C6 21 982.2 BB 2.2 z 3 TB 3 WOOD BULKHEAD TB 3.3 TB 4.3 DESCRIPTION: AREA LOT COVEILkGE-. EXISTING HOUSE-- 922.6 OF 9.41% QI BULKHEAD PROPOSED PORCH: 50.0 SF 0.51% PROPOSED DECK 397.7 5F 3.95% TOTAL 7360.3 OF 13.87% j &It 1+vWALK METES ANDBOLIN - SURVEYOR.-NATHAN TAFT CORVM III DATE SUItVEYEI1 A4AY IS,2 -4. LL scrm. 100677-01-06 ELEVATIONS REFRENCE. NAVD1998 2-- SAN 2 Q GEA CALCULATION 0­4 3.4 WOOD EDGING LOCATION: ARM Lu +3.3 PROPERTY.-93oQ_oSF bz (2M2071QrFAPERMrrrEI>. 2100.D 0 _j .< cn in DUSTING M.FLOOR: 922.6 OF LLJ TOTA L I SIT NIlk ce CONCRETE 3: CONCRETE- TROUGH LLI _1z TROUGH 2 a. _j Z) bo -4 w 4 a. 0 tr) 15' I ---A--_ 101 0 r,_SILTjFENCE__ in FF,NCE WW m z r) 31.9' rr, zox 4- - i 4.1 13.3' bo PIER'LINE :'PROPOSE PIER LINE 0rA PIER iNE PIER LINE 1 541 CONC PA - STORM WATER MANAGEMENT QUAILS _._ON-G�ADfE- 9.1, 1 - -- o__ 4.9 1 in 7 STOLCkATtON: ,AREA: 100%RUN011 AT DR. DRYWELL 'RAIN HOUR PROVIDE CAPACITY.- + PER cn NEW DRIVEWAY 546 SQ.FT. 91.2 CU.Fr. 3d_84.5 CU.Fr. 5- - - - 5 Ri:g,q FRAMED HOUSE! cy; Liz EXISTING I STOR TOPSOIL FF 9.0' Loc "o.V'z ASHO w 32.3' )N z 5.5 PROPOSED b 5.7�6 71 POR H Lit 6-1 IMF I POSED CATCH BASIN .1 M DRYWALL D.A�. 0 Wk m/6.7 6 CONCRETE CN TO BE REMOVED TROUGH 7 allill Bt to cn - - - - - - -- L 7 0 PROPOSED (N 0 14'X 3W IMPERVIOUS DRIVEWAY rn N R E I - I PROPOSED ONCRETE a UG NRH 8 8- 8.4 FONSTRUCTIOW 1 8j S 45- 2,14,1 40" W/j/ X\, ENTRANCE 70.00 % E 1*4 U E OAK XV DRAWN:MH 1 MS PROPOSED SITE PLAN SO AER SCALE MDS JOB 0: SCALE: V = 20'-011 8/9/2023 .r SHEIETNUMBER.- S-2 v� - z 0 Hw wo ---•--- ------- a x z > oa � w NUll I I I I L ®m T ® Q] FF EL 9.0_.--_ - FFEL9.0 GRADE EL 55 PROPOSED SOUTH ELEVATION zA SCALE: 1/8" = 1'-0" 0 amp O o- �u aZ LL� U ------------- — — — — — a m pW3 a N q _EF EL b.% —FF EL 6.% _ GRADE EL 6.7 V GRADE EL 5.5 - - aY . Y Q EXISTING SOUTH ELEVATION * . SCALE: 1/8" = 1'-0" ' DRAWN:MH/MS .. ` SCALE: �J IOB a: MOB V,R�RY ��y�.•, SHEETN"r:R: A-1 v� O E+ � It III III oio all I.LL MAIM— ¢ W oa � W a iF EL 9.0 � 3 � QA PROPOSED EAST ELEVATION x SCALE: 1/8" = V-0" w o mm yes m ss dZ LLMm -$ u m$ U m E 0 a cz to u to vw �. wGRADE EL 6.7 _ FF El6.9(.�.� �.�.�FF EL 696 GRADE EL4.8 p m a a � s EXISTING EAST ELEVATION SCALE: 1/8" = V-0" �• DRAWN'IdF]IALS *� SCAM' ♦d. ]OB M _ 6� 1 BN/iO27 SMETNUMBER: A-2 v� z 0 H � �H oW � W y � a of FF EL 9.0— — —_ FF EL 9.D IGRADE EL4.8 oa PROPOSED NORTH ELEVATIONA SCALE: 1/8" = 1'-0" z x mfor om In @ -a- --—-—-—-—-— — � —N $w�a° u- R � U 40 c� N ^I FF EL 69fi— Ff EL B.O ` V GRADE ELI.B �i 1 Q GRADE EL 4.1 EXISTING NORTH ELEVATION SCALE: 1/8" = 1'-0" DRAWN:MH/MS SCALE IOB N: B23 SHEETNU7NUMBER: v� O E� Gt1 WO - � x N OW Ey W A M ■ ooa -LU _IF LL 2.q O W 0 3 x �z z ¢A PROPOSED WEST ELEVATION zx SCALE: 1/8" = V-0" w R o x an c=s M DS N U E a I- O Q FF E18.0 GRADE EL 5.5 � tl+��ra iF�U C,%WE EL4J - Q EXISTING WEST ELEVATION FkE SCALE: 1/8" = V-0" F TQ/ DRAK E.MH/MSSCALE.}i SCALE. JOB R: @�_ 8/9Z2023 SHEET NUMBER: A-4 � x 1 I _ DxA FI�mDa•Tx 1.... I _ �xb cI aa�a•oC 1 MOSRl ftT)PLT) 1 MO RLL ft't) I --------------------- --------------------------------- 1 1 ' '1 tt i PROPOSED DECK I 1 _ DxA cI m�a•Or 1 I 1 MO SILL ftn I I _ lYA FI,aaa•n[ I MO SILL PlT) I �/! I I 1 I 1 S'9Y4" ^WON • ....1 - THR 0 3 F](OU GCRAWLSPACETOBEREBURT GNT TO MEET CURRENT NYS CODE O F Foy z °H O flNALSTRUCTURE 70 BE C REVIEWEDPRIORTO `�' 00 C%0 O LL O K S PERMIT SUBMIT N ►� VERIFY GIRDER LOCATION --GIRDER T CoLid " i .(3)2X8 GIRDER I„ IH.(31 2%B GIRDERM I- N Fi)2%8 ORDER - ^ P+ M REMOVEIS S DUSmJG CWMNEYlz ; ia zp� (SERUCTURE uN%NowFr) / srxucTLRE uN%rNowNl m —2—m (L 1 1 LEDGER BOARD TO BE FAST ENDED 1 1 TO BUILDING WITHTIMBERLOKO 1 1 SEF{OUNSERSNgNG SCREWS ) 1 IgID I BY OLYMPIC MANUFACTVRING h- - -- - -- - + POST TO ANCHOR T RKREWS®3P O.C,) Q TO ISMS YBE CONC.OWGI PIER N MIN.3'BEOW GRADE EXISTING CRAWLSPACE 'PROJECT NORTH �PRO]ECT NORTH � . ...... .... .. .. N SCALE: 1/8" = V-0" ®ACTUAL NORTH Q ®ACTUAL NORTH PROPOSED CRAWLSPACE a SCALE: 1/8" = V-0" DRAWN:MHlMS SCALE.- JOB B: M2023 SHEET NUMBER 1 , A-5 A z 0 wo � x �H - oW � a _ EWG1oo6nssAAs FAQ• O I O to PROPOSED DECK SU NRO�M F is Ex AAio. m SITTING ROOM W CATHEDRA.CEIUNG •� I e S IBANQUET G W O _ 2x4 RR,a2axx I S I O �W F i xw, (. . _.._.S..B•._........ :`..- •- -11V3016-2 -TWJOF62 - - === --------------- x v Q 0 a °`O BEDROOM No.2 u k.1 v - rn p _ ' ® LIVING DINING ®"' _ t /'f•. 97'IDLING Hr. _ ca• r; s-Lr a.G 7 TINm• c. LIVING RCvI ;.,. n 3s• CATHEDRAL&WI iL• SHIPS LADDER BUILDWALLUPTORAFTERS GC TO REVIEW RAFTERS AND TIE-N.SPlA10E/ADD AS REO. I X u •-4. K. .r = _ _ -- _ BURR WALLWRAFTE RAFTERS O LLS Iil z Yd' GC TO REVIEW RAFTERS AND _ TIE-IN.SPLAICE/ADD AS REQ. p- O O BEDROOM No.1 U11UIY ROOM 82W CEILING Hr. A g 97-CEILING HT. KILCH��� � + 1 AATHM. € 97 CEILING HT. (2)2X4 FLUSH 9'-0'CLG;i i < ENTRY INS 11 L ...- •. B O 1 61 9T CUUNG tpq p 9 TANK FENCING �Y �� I ; - -------- ------ - 1 ---- ------ ® STOOP Q PROPOSED PORCH Q l) N N m ID% COLUMN =_--------6X6 _ w/6%6m QPOSf ---------- N EXISTING FLOOR PLAN E PROJECT NORTH E PROJECT NORTH � 3 �� �� hog ACTUAL NORTH _ SCALE: 1/8 — �I -O ® ®ACTUALNORT EllYr.3 m Y WALL LEGEND `t'T i.......�......�F WALLTOBEREMOVED A EMSTING WALL ® NEWWALL { N°� PROPOSED FLOOR PLAN °�" �`"'TB DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED W SCALE' I INT.:2X4-41/2'.2X6=6-1F2'.EXT.:2X4-4-'.2X6.6' JOB 9. DIMENSIONS OF NEWWALLSXM FROM STUDS SCALE: 1/8" — 1'-0" �Q�I�yy SHEET I EX ?T./INT.:2X4-34 .2X6-5.1/2') 'w lo'� SHFE7 NUMBER ef``T A-6 �-v-v EX.2X4 S Z RA @2 " RR @24"OC ER ; 5_ EA {. { SI f v PAD OUT / AT CT/RR� CUT 2X4 RP. 3 < `1-3..$k5-U2 WI it. �2X8 RR R24i� \ M4 ST RUCTURE VIF \ EXISTING REPLACE AS REQUIRED) \ \ ZIN— \ Yk 2X GJ 2"OC \ TNRU-BOIM AL \ X 0 51D SEA +I L• a000 N ITC LIVI 0M0 FG ' PORCH ENTRY MN ' ' LJ bq.... ® WBfALLBLOCKING �. BANQUET __ SUNROOM BCJW[EN JOISTS UNDE0.WALL FF EL 9.0 _— sia DECKING l _FF EL 9.0 TOf EL 6.4+/- ' >J eAenr�;e G .2 6 EX EX F2X61F EX.2X6 FJ 2 e AC —-—-— II SISTER(2) "gmSi ittMOVER _TOF EL 8.4+/- i I A.. +I / 2 GRADE EL 6.1+/- > AND SILL SEAL i i SX16 CMU PIER(fYP) 2 (2)#5 VERT REBAR) O a i '• ° a /O 24"X12"CONC GRADE EL 4.8 4 0•. / i o�9 n1 UNDER STAIR C i 2"(MIN.)CONC.SLAB i / s p e e Q ° 16X16 CONC. e v,e 4 0•, PIER "CONC UNDER STAIR O 16X16 CONC.PIER UNDER in 16X32X12 CONC,FTG e V GCROSS SECTION A SCALE: 1/4" = 1'-0" 3 SITE DATA PROPERTY: 9,800 SF 0.225 ac. Z - - - - NON CONFORMING LOT: ZONE:R-40 FRONT:35' SIDE 1:10' ~ (280-124)SETBACKS: LOT COVERAGE:20% REAR:35' SIDE 2:15' c \ MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE: 280-207 MAX.GFA: , ) •` - - (280-4,280-208) 35' 10'h(AVG).454 ANGLE 2100.0 SF w �l 4 E"I m DESCRIPTION: AREA LOT COVERAGE: l bo F-1 x EXISTING HOUSE: 922.6 SF 9.41% LET r ^ry a' Kom []]I: ® I N ® o PROPOSED PORCH: 80.0 SF 0.82% o - of PROPOSED DECK: 387.7 SF 3.95% < ' TOTAL: 1390.3 SF 14.18% i--1 fffl696- mug 01 1 =FF EL 6_% •G ] LRADE El55 METES AND BOUNDS: SURVEYOR: NATHAN TAFT CORWIN III DATE SURVEYED: MAY 15,2013 r LRADF El S.5 '+ PROPOSED SOUTH ELEVATION SCTM: 1000-77-01-06 ELEVATIONSREFRENCE: NAVD1988 EXISTING SOUTH ELEVATION GFA CALCULATIONS LOCATION: AREA: PROPERTY: 9800.0 SF RECEIi (280-207d)GFA PERMITTED: 2100.0 EXISTING 1ST.FLOOR: 922.6 SF OCT 16 2024 TOTAL EXISTING: ZONING BOARD®FAPPEAiS O SEAWARD EDGE SEAWARD EDGE HIGH WATER MARK HIGH WATER MARK ALONG BULKHEAD OF MEADOW ALONG BULKHEAD OF MEADOW BB 2.1 BB BB 2.2 2.2 TB 3.3 WOOD BULKHEAD TB 3.3 B 4.3 66 2.1 BB>2 B 2 2 TB 3.3 WOOD BULKHEAD TB S.3 4.3 BULKHEAD � rB=EAD WOOD Z z N A N 45° 24' 40" E SAND 70.00' N� A N 45° 24' 40" E SAND 70.00' STORM WATER MANAGEMENT DETAILS A WALK WALK 0 0 LOCATION: 9F AREA: 10011R11N011 AT DRYVVEll DR--M O by T RAN PER R PROVID E: CAPACITY. w SAND SAND NEW DRNEWAY S SF2.FT. 91.2 CU.Fr. DI Bdu..rdeep N.S CV Ff. oO F-4 .4 33 WOOD EDGING O .4 WOOD EDGING OLLI _ O O wE.. wr.,E,1 lEA O Z . O O z +3.3 O O J M O J < < d 1 M r- F1 �F CONCRETE = CONCRETE d CONCRETE = CONCRETE r- TROUGH cifly J cif M TROUGH 9- TROUGH fl. J TROUGH CL Q m 4 O m "4 II�II oommee c IY d IICI_ 06 n. 0 / 1 0_ 0 Ln / 1 comet o 15 ------9 - - ----- 1 151 ------9 �_ -- --- 1 Ln lull I --- �!1 / r-- , M 0 Ln SILT'FENCE u� SI FEN �'� cn a� �► ' I Irn ' J w„� - as o" m 0 E-I v 4.1 _ 4.1 d I j G }� z @v� w 4- - 13.3' 4- - 13.3' . 44.� z I I _:;PROPOSED 4.8 M DECK 4.r N j I .. j 5.5' I I en CONC.PA CON .P I�oMAx.c.roc. ON GRADE 19.1, I ` ON RA 19.1, S In V .2 4.9 I I I 4.9 I I LL- .+ 5- - _ _ _ + "' EXISTING 1STORY - - - -5 5- - - _ L TQPSOIL I "' - - -5 1 CA w � v L EXISTING 1 STOR - - -ITA. FRAMED HOUSE M LOCATION FRAMED HOUSEr a Y FF 6.96' I `� I FF 9.0' I �' P1 . y ✓ of MIN. P'-1 NEONCRET�� O� ��0�31.91 32.3' I A�� \ \ IAsrlol�rt 32.3' 57 p,�j 1l F� s.s :r 6.7 5.7 Q��O�Ey' , 3 .9' 5.5 - PROPOSED-Pi N , 6.7 ONEX PERSPECTIVE VIEW W - -I - - - - - - - 6- - -� 6- - -� - -- --- ---- / ---- -- --- / 36' MINIMUM 2x2 ►"I FENCE POST V ' N CATCH BASH / 0 YFW DRYMM I WOVEN WIRE FENCE i x 6 - 10/10 WWF) O En z N ASPHAL +6.7 CONCRETE O 1 n ,• M FILTER CLOTH y DRIVEWx mNCDR1vEWAr; +6.7 I CONCRETE �J 6.9+ TROUGH N m 6.@±_,:• TO RE TMovED;• ^� 7- - - - - - - - �j I TROUGH ry m - - - - - _ - - - - 7 O 7 M 1 - - - - -- - _ - - - - - - +- 7 O SCOPE EI N PROPDSEv d wPERvlI*X�p oDs I EMBED FILTER CLOTH CTRO GH M ON(PETE ! DR1rEwAr M 11, MIN. 6' INTO GROUND Z L Z o Z ONCRETE 1 I 8- - - - - - - - - - - - - - - - -' .' - - -8 � H- - - TROUGH - - - ,,, - -H0 y `D d' - - - - S!tT-FENCE-__ J d- 8.4 8 g.q MAXIMUM DRAINAGE AREA S 4$° 24' 40" W 4CO 24� 40��`v/ ¢ONTRUCTION 70.00' 8 1/2 ACRE/100 LINEAR FEET x J W EMRANCE OAK AVENUE SECTION DETAIL OAK AVENUE AV EN SILT FENCE DETAILS EXISTING SITE PLAN PROPOSED SITE PLAN SCALE: 1" = 20'-0" SCALE: 1" = 20'-0" SU ER t ~ I DS ,•.�, _ A DRAWN: [ildg Dept copy from Z13,A F:, SCALE- A Final rQ;ia,v d doctffrm s ffi JOB#: ZSA File* ,� Data: / /�-7 j + e�. :i 6/28/2024 DE MINI{IIiIUS APPROVAL . 4 Y SHEET NUMBER: P6,1 02%-, Dated ( ��' e� S-1 U) z W F--�1 0 w H RECEWED OCT 16 2024 ZONING BOARD OFARPEAlS Q W 0 IJ-�1 Z >IT, z 191 � o 0 o C' Z �D o w a _ _ PIER LINE _ _ _ _ _PIER LINE— _ ___ _ — - — a' rl ° PIER LINE m +' PIER LINE _ — _ - - - - V XO o "M v ° -� to 4-1 to U rn 4 y V 00 P-4 W ud O N d U PIER LINE SCALE: 1" = 20'-0" DRAWN: SCALE: JOB#: rdgDent copy from ZSA, 6/28/2024 nal reviewed doctw is SHEET NUMBER: Z'BA File # i°ate: / E M!NIMUS APPR VAL Dated S —2 V) z 0 W - - - - - - - - - - O cv OCT 16 2024 bo - a ZONTNG BOARD OFP,!)P& rO 00 O N rF� O O -- --- - - - - - I �7 ono E-+ 01 O GRADE EL 6.7 GRADE EL 5.5 PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" 0 M N �+ O M m y V V p � ,o a x� o ch V .°� ch Ln U r-q rn N w v - - - - - - - - - - - - - - - � - - - - - N w H v O ' � N N i]1 [� �O ® ® DI W x FF EL 6.96 FF EL 6.96 ' - - - -- --- - - GRADE EL6.7 GRADE EL 5.5 EXISTING SOUTH ELEVATION DRAWN: SCALE: 1/4 = 1 -0 ►_ . SCALE: 4r .. ' * JOB#: aldg Dep.cccupy frenz ZsA ' 6/28/2024 Final revisaved do c 6 I 7.3A File SHEET NUMBER: � Date: E MINIMUS APPROV E Dated A- 1 G/) z w — _— — — — — — OCT 6 20Z4 z� I--�I ZONING BOARD OFAPPEAL Lj F-1 FF EL 9.0 — �EEL9 0— W Q GRADE EL 6.7 Z Q GRADE EL 4.8 � Q Q � o x PROPOSED, EAST ELEVATION Z C' o SCALE. 1/4 - 1 -0 U� w 0 N N M pV V p +V+ PO MM rn O V (a) En O w a, 0 Lo u v v N 0 P-1 w O N V GRADE EL 6.7 FF EL 6.96— - — _ — — __ _—FF EL 6.96 GRADE EL 4.8 EXISTING EAST ELEVATION SCALE: 1/4" = 1'-0" DRAWN: w SCALE: JOB#: 6/28/2024 13 Dep.,Cc,ay from ++Final revier�ed doctxn �s SHEETNUMBER: 'a aFiie �,�� DE MINIMUS APPROVAL Dated a r� �� �,�. 0 W O , REMED / OCT 16 2024 O r ZONING BOARD OFAPPEALS _ t\ ' ONWrTl 00 -- -- - - - ji - I I I 1 1 6O o FF EL 9.0 — _ FF EL 9.0 0 0 C GRADE EL 4.8 GRADE EL 4.1 j 0 cn PROPOSED NORTH ELEVATION w SCALE: 1/4" = 1'-0" 0 v CC N � F m �+ 0 cn op CG c*) O 'CS �o O0 :E u 'M �' in Ucn rn in r CA aU v X. , e.. W O � � N I r- ' FF EL 6.96 FF EL 8.0 GRADE EL 4.8 GRADE EL 4.1 A EXISTING NORTH ELEVATION Y: DRAWN:SCALE: SCALE: 1/4" = 1'-0" ', 16 JOB#: Oiclg DePt copy from Z.'.� 6/28/2024 Final rm.�..ie:ved doa►m�sx�ts * °: `-a Z`-A File SHEET NUMBER: MINIMUS APPROVAL Opted A- 3 cn z 0 W F-74 RECEWED f--i — OCT 16 2024 ZONING BOARD OFAPPEALS F-1 [=1 F-1 -U Ui LJ, I I A -I I I oW O _ FF EL 9.0 — — FF EL 9.0xm �- GRADE EL 5.5 O O H GRADE EL 4.1 Q PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" 0 m N 0 rn m °' co m O A p bo 4 rn n N N v 0 P-4 w d V O d N _ FF EL 6.96 FF EL 6.96_ GRADE EL 5.5 GRADE EL 4.1 EXISTING WEST ELEVATION SCALE: 1/4" = V-0" � c► ,�►!�. DRAWN: SCALE: JOB#: 6/28/2024 Bldg Dent copy fromFEW— Final roVi ed cum•onts SHEET NUMBER: la'.N ZS-A File > MINIMUS A PPRO a 4 Dated J �. Ln z 0 W E"I -- -------- ------ --------- ----------------------------------------------- ------ ----------- I 1 I I 1 I ,-2X4 RR 4Q24'OC Q C,Ti 1 62024 I ' 1 2X6 FJ I�24'OC , I (NO SILL PLT) I` _ =' I ZONINr BOARD OF APPEALS , w 1 I i o Z EMOVE LANDING �l I SITTING ROOM I o C AND STAIR b �J CATHEDRAL CEILING ' O C) x I 2X6 f1 SILL PLT)fo?24'OC I I (NO I2X4 RR Is.24"OC --'--- 0 0 ss, - 00 pe 13 a i r// t Bb'DROOM'N' O.`2 Ov 82%.--CEILING HI d EMOU H EXISEINrG LIVING/DINING FI PLACE 97'CEILING HT. EXISTING PERIMETER ASSUMED CONCRETE BLOCK ON GRADE PIERS ON GRADE SUPPORTING STRUCTURE(NO CONIC:SLAB) ------------- CD SHIPS Ci LA , qr- DDER C DEMOLISH C �;�•; � ivF WALLS - (h V 5 O ASSUMED GIRDER LOCATION 01: In _ V + -. v 0 . DE LIS ' .� �. �+ }i � DEMOLISH LIS LLS ;: •; Ls., V CHIMNEY AND ry BE1DRQQM.aM7f---:--• p CJ 00 ++ \ FENCESURROUND - ` REMOXEFUELTANK UTILITY ROOM :82-/:CEIUNb LjT. .� J ce�q 97"CEILIN , . , a , O it tz Joy KITCHEN - _ ', `�J 2X4 FLUSH , ,:_-97"CEILING HT. ",�' �� G cu / o x DEMOLISH BATH ON V m F ? WALLS _ 7"�EILING D OUSH , , , `t � � � + ADDITION _ ". '`-_ ., PALLS ' , " , 00 .....� " TANK , .. ' STRUCTURE UNKNOWN) i .F �w - i �:_- CA (u ) FENCING / / / /-- EXISTING FOUNDATION TO BE DEMOLITION RE-BUILD FOUNDATION IN SAME LOCATION MOLISH W TOP OF WALL AT-SM(FF EL 9.0) SLOOP STOOP HOUSE TO BE RAISED AND SUPPORTED PRIOR TO DEMOLITION AND LEFT ELEVATED UNTIL ; THE COMPLETION OF THE NEW CRAWLSPACE ---- ---- ------ ._-__ _ ___ .Y. V N - -- -- ----- ----------- -----------------' N 0 E PROJECT NORTH __ ___ _ _____ ___________= E PROJECT NORTH EXISTI CRAWLSPACE S ACTUAL NORTH EXISTING FLOOR_PLAN-------- SCALE: 3/16 - -0 ® SCALE. 3/16 1 0___ -_ _ -__ -_ ® ACTUAL NORTH _____ ________________ ___ EWE( _ d x IN I DRAWN: SCALE: JOB#: fJltlg Dent copy from 7.s,1 6/28/2024 FinZF-%A reyi&t"7N� "'`,; DE MINIMUS APPROVAL SHEET NUMBER: 7_RA File ak Date: Dated Q I, l� � )-L) A-5 �oa8:,�= :d�•fj:aa:�o..�g.$la:a .g 6�:=c�:�==L=aaa=�=-_' dJ=a�.fi �a�.�g.:.� :wag:�=�a��_'a spa:B. d°p p 74"i�X t"d Ct? CRE�dF P/ CQIQ]1N�1QU5/�T1$A O� TAIRS�• a a ° •4 °6 o Q- .a 1 I-a a a a-a a-a a a a a a-=a a c a c a a a a a----- - a a a a a-a a--a a a a a a a.11a aaaaaaa aaaaaa. aaaaaaa aaaas' O RE lo O aaaaaa.....a.a.as12'=11/4=.a..==aaa=aaa. .aaa...aa8--103/4.a.==a.===-aaa.a��sa.8'-103/4"aa.............. OCT 16 G 1'_0" w ------3 2X10 AC GIRDER------------ ------------------------- -------------------------- --i - G BOARD O A. p 4( ) Q (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER - 1 • - - - - - - - - - - - • 1t 16X16CONC.PIER - - - - - - - - - - - - •7t I O IT-1 1/4" MIN.T BELOW GRADE R j in �, (TYPICAL) ILI O 0 cV ----- DOD VENT--------2X10-ACF�L #LASHED I DUAL FUNCTION FLOOD AND VENTILATION VENT z ----------- ---� --,-------------, PROPOSED DECK 88LL1 1'-4 1/4'R/O ? I I111 Z , I Q ' w p nll 0 "II 0000 ^ C� u 8'-43/4" 8'-'43/411 x nip co l7� EX.2X6 FJ (d 1 -O.16"OC1• 1t- n , n CLIP SLOTS USE TWO TOP nll X ; AND TWO BOTTOM IIII N ( - I I IIII • q (3)2X10 ACQ GIRDER FsR (3)2X10 ACQ GIRDER • R p% I 1 IIII Z I I I ' ; IIII ; I 16X16 CONC.PIER ^ BEHIND THE RODENT SCREEN,LOUVERS ; I fill I MIN.3'BELOW GRADE AUTOMATICALLY OPEN AND CLOSE WITH I I I e 1/4" - (TYPICAL)TEMPERATURE NO ELECTRICITY IS NEEDED R/O {1 O `/1 I I IIII- , inEX.2X6 F1 16" C ���� Cull18_9; u ' 1/2" i 00 13 x 81-43/4 -' 8' 4-3/4 O' W co N d • fillII-x- nn N --- - . •,g t ' 0 �Uz d d " m0g/n ,, 1 -0n 5I- 0 S- -d' (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER FLOOD VENT- fQ FLASHED--FLOOD VENT-----FLOAT SLOTS FIGURE I X6 FLUSH (3)2X6 F E i FRONT VIEW LUSH . - ------------------------------------------------- ---- (a rl-j OIIII O8X16'CONCBLOCKPIERw/I :j:(�32 AWZ HURRIBOND GRIP 4 SEAL (2)#5 VERTICLA REBAR ON EXISTING CRAWL SPACE TO BE REBUILT ; LEDGER BOARD TO IE FASTENDED ADHESIVE LOCATION 32"X 24"X 12"CONC.FTC. THROUGHT TO MEET CURRENT NYS CODE TO BUILDING WITH TIMBERLOKS Z O� (FLANGE) O (TYPICAL) N SELF-COUNTERSIN ING SCREWS CRAWLSPACE AREA: 925.4 SF i 9 CRAWLSPACE ACCESS TBD • BY OLYMPIC MAN FACTURING O 1 VENT/200 SF REQUIRED WITH OWNERS(VIF) (2 SCREWS @ 2"O.C.) T� 925.4/200 = 5 VENTS N x , •=___`', e m 6'-1° 6'-111 6'-23/a" ® ; 6'411 i • ' ' t I I • MIN.(3)2X8 GIRDER ZVIF) , ;---%N',(3)2X8 GIRDER(VIf=) , ° e i MIN'(3)2X8 GIRDER(VIF) 12"MAX FROM ' FIGURE FINAL GRADE a 1 3____________�_ _ __'__________�_ _�_______-_�- _ _ __ _________ - ------- ----- p _______________ _ _ _ _ _ _7_-__-__--_C_ _ -C=____=_ ___= 1_____________ ---___-___ LIPS INSTALLED:TWO ON SIDE VIEW I •, I ' I I I -i ,' - --,-��-------i- - - -�-------- --- H VENT TOP TWO ON BOTTOM • ' ' I I I I I I " I I I `�' .r✓ DOOR d a------ a___--- a__----_, BX16Cbxc-BLQCI,PIER w/ M cV 0 (2)#5 VERTICLA REBAR ON � � � � v 8"CMU,DAMPPROOFED , 32"X 24"X 12"CONC.FTG. r �6"X8"FOOTING,(2)#5 REBAR �N (TYPICAL) _ '0 m � MIN MUM FRAME i I TEPI FOOTINGS AS REQUIRED TVENTN O ' m '^ Q r-4 ¢' v ' WITH SLOPED GRADE O P. � FIGURE 2 C -_ BEARING WAICABOVE``�"`. "d```�nx • ___ ayN ZLr~SMART VENT® '" __" " .BLOCKPIEiiw%-" --- _ '----"W � �F �"---� p o0D +SIDE VIEW (2)#5 VERTICLA REBAR ON •-------- -----L -_�__:_____ ' `-'SMART VENT MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTII ATION VENT 32"X'24"�C12"_CORK.FTG. • � ` _____________+ O-------• r-------• •-------• i-1 �.'PICAL)I 1 i , t l I i i I .- , ------------`I* I IL_ _I_________ III_ __I__________I__ _I__ _ I INSTALLATION INSTRUCTIONS: II 2=====---=====1= _ _ ==1==========C_ -----LI= ,� U O L REMOVE VENT DOOR FROM VENT FRAME.(TURN UPSIDE DOWN,ROTATE BOTTOM OF DOOR OUTWARD AND SLIDE OUT) REMOVE I I ------------rl' - - m �. 2.PREPARE A CLEAN 16.25'WIDE BY 8.25'HIGH ROUGH OPENING(APPROX.1 BLOCK WIDE X I BLOCK HIGH) FOR EACH VENT. EXISTING:: MIN.(3)2X8 GIRDER;(VIFL ___; ;��_ MIN;(3)2X8 GIRDER tVIO_ ___; '___ _M_11 j.(3)2X8 GIR ER(VIQ �' ° � � ENSURE THE BOTTOM OF THE ROUGH OPENING IS NO MORE THAN 12"ABOVE THE FINISHED GRADE. CHIMNEY:. e ® ' a ' CA 'p 3.APPLY A BEAD OF HURRIBOND GRIP&SEAL OR EQUIVALENT ADHESIVE AROUND THE BACK OF THE FLANGE ON THE VENT ' " ' , 6'-23/4" ' ' ' " ' " N O ul FRAME.(FIG.2) 6-1 6-1 I " " , 6-1 6-1 4.INSERT INSTALLATION CLIPS INTO THE TWO SLOTS ON THE TOP AND TWO SLOTS ON THE BOTTOM OF THE FRAME. i' i " " I d------, ILI 5.THE SPRING ARM OF THE CLIPS SHOULD BE ON THE OUTSIDE OF THE VENT FRAME.COMPRESS THE BOTTOM TWO CLIPS AND BEGIN SLIPPING THE FRAME INTO THE OPENING.ENSURE THAT THE BOTTOM CLIPS ARE IN THE OPENING BEFORE ' ° ' " - �j N ALLOW THEM TO DECOMPRESS. 6.WITH THE FRAME NOW IN THE OPENING,AND THE BOTTOM SPRINGS IN PLACE,COMPRESS THE TOP SPRINGS AND PUSH I , e I I e THE VENT FRAME INTO THE OPENING COMPLETELY UNTIL THE FRAME IS FLUSH WITH THE WALL I I I „_-d__- � [=m=_�___�_____) I 7.RE-CHECK THAT FRAME IS SQUARE AND SLOTS ARE CLEAR OF DEBRIS,AND CAULK t •------ ' " ' ' x 8.INSTALL THE DOOR INTO FRAME BY GRASPING THE BOTTOM OF DOOR(WITH FLOAT PINS DOWN)AND FRONT(SMALL i t t I r SCREEN IN FRONT). SLIDE DOOR INTO FRAME AND ROTATE UNTIL IT IS LATCHED. AND SPLICED JOISTS(REPLACE ; LL ni VERIFY GIRDER LOCATION x, dam' 9.INSERT THE TOP STRAPS INTO THE TOP TWO STRAP SLOTS ABOUT TWO CLICKS. I I t a AS NECESSARY IF UNSUPPORTED u 10.T0 OPEN THE DOOR INSERT TWO CREDIT CARDS INTO THE FLOAT SLOTS AS SHOWN IN THE DIAGRAM.THIS WILL ' I------1 r__ --_AT GIRDER LOCATIONS- ' '�. UNLATCH THE DOOR FOR REMOVAL AND CLEANING. --'--' ` '- --------------------------- e I DETAILED SPECIFICATIONS: - MATERIAL STAINLESS STEEL - ------- i--- ---------2X8ACQLEDGER FLASHED-------- ---------------------------------------- OPERATION FLOOD:AUTOMATIC NON-POWERED ACTIVATION AND OPERATION VENT REMAINS CLOSED AND LOCKED ® GENERAL CONTRACTOR TO CONTACT ARCHITECT UNTIL ACTIVATED OPERATION AIR:AUTOMATIC LOWERS FULLY OPEN AT 75 DEG.FULLY CLOSED AT 35 DEG.NO POWER REQUIRED LEDGER BOARD TO BE FASTENDED I r p ; ; i AFTER HOUSE IS LIFTED TO CONFIRM EXISTING STRUCTURE N TO BUILDING WITH TIMBERLOK® O v ;2 AND UPDATE PLANS AS REQUIRED FOR ADDITIONAL INSTALLATION: , ` I Q , SECURED W/4 STAINLESS STEEL INSTALLATION CUPS INCLUDED AND AN ADHESIVE HYDROSTATIC RELIEF:200 SQ.FT PER SELF-COUNTERSINKING SCREWS N ( I I @ COLIMNS,GIRDERS,JOISTS,etc. VENT.VENTILATION:51 SQ.IN.PER VENT BY O2 M IC MANUFACTURING ',' -a x m_) _ ,' I DO NOT POUR FOUNDATION UNTIL ARCHITECT UPDATES FOUNDATION PLAN.NOTE:VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION ( @REQUIREMENTS FLOOD:MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS �i R�'� a�)2=CZ�tT06N GENERAL CONTRACTOR AND INSTALLER FOR FOUDATION MANUFACTURE AND PRODUCT INFORMATION: __ —_T.--,_—_—_—_—_ TO VERIFY ALL DIMENSIONS AND ADJUST AS REQUIRED V 1 CONTACT:1-8774 WW POST TO AN HOR 41-8368 W.SMARTVENf.COM PRIOR TO CONSTRUCTION. TO 16XIC CONC.PIER x MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY:FEMA,NFIP,ICC,&ASCE MIN.T BROW GRADE a a--a--a a.$'���a a a a a==a= a a a a a 81_011 SUPPORTIVE DOCUMENTS,TB 1-08,44CFR 60.3(C)(5),ASCE 24-14 ICC EVALUATION#ESR-2074 I �I I 3'-111 as:aaaaaaaa10 aaaaaaaaal6`=©�a=_, 12'-93/4" I F a:a a a a a a s a a a a a a a a a=a a=aaaaaaa p 31'-103/4" =a$aa2XlZd CONCRUEPAQIz_a�Llj_ 4 - COITtINIJOCYSAT`�13XSE'OF-STAIRY N PROPOSED CRAWLSPACE W E PROJECT NORTI- DRAWN: SCALE: 1/4" = 1'-0" " SCALE ACTUAL NORTH 6/28/2024 • SHEET NUMBER: Bldg Der)',C(, i om 7 aA �. P 1 Final mvid:A,ed d CL"'a is �713A File# °--1� Date: a. �+�T's� DE MINIMUS APPROVr ,,.:. .. A 6 Dated 01 1 i-1 ` ��' A Cn Z O 10-01 O C] E ----------- -- -- - - -3d - --- W i O C) FWGIO0611-4 SAAS F3 (2)11-1/4 MIS HDR o = I O o = M N N (2)2X4 POST x N PROPOSED DECK C� OCT 16 2024 W 00 N � SUN RO M � "N- - 5/4 DECKING AS SELECTED BY OWNERS x EX.CATHED L CLG N I WITH THIGH RAILING TO CODE N N I I ZONING BOARD OFAPPEALS o (2)2X4 POSTfn I I 00 (TyP)cli BANQUET =o 0o x A v N O m Oox 00E-4 TW3046-2 0 5'-B" TW3046-2 EGRESS - - - - -fir-- - - - - - PASS THROUGH (2 9-1/2 ML HDR (2 2X8 HDR 30"OPENING (2 2X8 HDR ;o - - - - - - - - - - - - - - r, n ,. Nxn �,.M..__.. Ii tr ii Q;. it r :1 I M _ - V O u oil t il N N 00 2 2X4 POST M �' I i ; BEDROOM N \1 CO) `'' �' ° O o "'� „ „ t: I I ' I 9-0"CLG __M c� (IYP) M KITCHEN LU - x a O ATHEDRAL CLG. ;; LIVING ROOM l - i _� N r� M o ; g' 'r CATHEDRAL CLG. c - ' O m 5 � v v 71 N �r :, O x o Mn M W �. z r: r, :, ,! X!t Al ,: u r I I I t -� — — v N r r t Tr O BUILD WALL UP TO RAFTERS t r: t J C 2 . 21 GC TO REVIEW RAFTERS AND TIE-IN,SPLAICE/ADD AS REQ, - 1.5'-21�2" ^ v „ Zl in U m 4-0' , , 1 BUILD WALL UP TO RAFTERS v g-2/4 GC TO REVIEW RAFTERS AND N O r (2 XS HDR TIE-IN,SPLAICE/ADD AS REQ, `L-J I I - I 2•-5" 4 W 2 2X8 HDR N 0__ f 'I , °a 5'-0" 6'-4" ,_0„ ! Q H II 1 1nb " I BEDROOM No. 2 0 _ V vBATH I �- ° _ _ -9_0^cLG - - - - - '= X a O II UTI LITY N9'-0"CLG `" ROOM I f 9'-0"CLG ; -I v - - - - - - - - o I - - - - - - - - - = ¢ (2)2X4POST l (fYP) ; 11'-93/4" °i H� ' (2 2X8 HDR I EGRESS " TW3046-2 (� N PROPOSED PORCH N - o x m l 2X6 CJ 0116"OC �, m ' 1 Lr) N WALL LEGEND 1OX10 FG COLUMN :-__ (3),2X10 GIRDER(WRAPPED) - W E PROJECT NORTH W/6X6 ACC?PO -- -- --------------,.--------------J WALL TO BE REMOVED (NP) S ACTUAL NORTH " EXISTING WALL NEW WALL J NOTE. (��ROPOSED FLOOR PLAN �. . w' '`' ,� ,q DRAWN: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL SCALE. 1/4 - 1 -0 Y SCALE: [INT.:2X4 =4-1/2",2X6 = 6-1/2",EXT.:2X4=42%2X6= 6"] '^ , JOB#: DIMENSIONS OF NEW WALLS ARE FROM STUDS 101-0" 61-0" BILig Dent copy from Z3A � �T� 6/28/2024 Final ro+vieved documents y SHEETNUMBER: [EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] kDat: / / D DE MINIMUS APPROVA A Dated ` lA- 7 En z 0 EX.2X4 EXISTING 2X4 RR @24"OC I RR @24"OC SISTER(2)5-1/2 ML TO EACH RAFTER(24"OC)(1 EACH SIDE) I PAD OUT / AT CT/RRI CUT 2X4 RR @24"OC BACK TO BEAR ON WALL / I NEW 1-3/4�5-1/2 I �/ (NO ADDITIONAL / L ML @24DC STRUCTURE REQUIRED) — — 0 EXISTING 2X8 RR @24"OC ` EXISTING (EXISTING STRUCTURE VIF rTl REPLACE AS REQUIRED) v:2x6 u @za•oc � DBL 2X8 COLLAR TES @48"OC -- - '� j j THRU-BOLT ALL � COLLAR TIES (3)2X10 EA.SIDE(TYP) BEARING +I WALL N � ` F-1 F-1 ��� ITC LIVI 1OX10 FG i i PORCH ENTRY OCT 16 2024 COLUMN ' ' I ul I I 6X6 ACQ- POST U' . ZONYNG BOARD OFAPPF-A s 0 w p INSTAL BLOCKING ij BANQUET SUNROOM L L ® BETWEEN JOISTS - _ ---_--- UNDER WALL FF EL 9.0 - _ 5/4 DECKING Q — _____FF EL 9.0 ? z 2X6 ACQ @16"OC EX.2X6 FJ EX.2X6 FJ 2X8 ACQ @16.00 TOF EL 8.4 TOF EL 8.4±/_ A (z)zxs ACQ SISTER(2)2X6 TO EACH JOIST —-—-— 2X6 ACQ SILL PLATE (3)2X6 FLUSH (I T 6xPOSQ OVER TERMITE SHIELD +1 � / (3)2X10 ACQ AND SILL SEAL GIRDER O O GRADE EL 6.1+/- o ; 8X16 CMU PIER(lYP) o. ^ (2)#5 VERT REBAR) O¢ 00 F-t-( O 24"X12"CONC o GRADE EL 4.8 iY1 UNDER STAIR ��• 2'(MIN.)CONC.SLAB / / - '• ° 16X16 CONC. 24"X12"CONC O 16X16 CONC.PIER •e •` a oo., PIER UNDER STAIR M 16X32X12 CONC,FTG e� CROSS SECTION A a SCALE: 1/4" = 1'-0" '~ _ V O +� corn co 0 Orr..-,, `. Q. v x 0 -r3 0 0) °00 ° P4 V 3 v 2- 2w co -� r ON r r It Ln N 00 .0 � 1 1/4 N o (i1 D 1/4 11/2 � SINK o ® ® W.C. e e W.M. D.W. I3" FASTENERTYPE: SPACING: LIL F.A.I. W NCI awODo- - - - I I F* SCREW eAsr-n ANaIOR wLTM tc a ENBEONETrt LsrcrH N.LO WOOD-SCREWS BASEDa�NCHONTR WITHnc,,H LSO` ® A 11/2 3 U u+i•.a LAGsaEW C.O. I 2 2 1 1/4 O eAsmANc":w"x woO 2rt EMBEDMENT LENGTH C.O. En e ® 3 ® 0 3r4'APA PLYWOOD-1 L 3 L/r APA RATED SHEATHING C. SHEATHING GRADE PLYwooe � (ALTAdATMYE:e 7/16'Q5.8.) Ur APA RATED SHFATHMG DATER ATBAVe (ALTEtNATMYE 7/16'Q5.&) 4 L WIENE ® ® ATTPE: �� ' 2XADFA2 SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO APROVED No.B WOOD-SCREW sous 4"C.I. SEPTIC SYSTEM Bh.EMBEDMEN WITH 170C ® ® rr^^ WINDOW SILL 3W.EMBEDMENT LENGTH (J TRAP HOUSE TYPICAL WINDOW OPENING No.LEW000SCREWS BASED ANCHOR WITH LrOc PANEL SPAN EQUAL OR SMALLER zn.aemMEW LENGTH THAN 4 FEET I/4kLdio.LAGSCAEW r:oANCHMMV=M "« TYPICAL DOOR OPENING PLUMBING SCHEMATIC PANEL SPAN GREATER THAN 4 FEET NLATmEM.YwooDAsssalEs FASTENER TYPE: SPA�m =GET�R nsBWOOD-SOLEw SCALE: NOT TO SCALE AND EQUAL OR SMALLER TOGEIHTR wrrH srAINL Ess STEEL OR GALVINT>m BOLTS WI WASMERS BASED WITH roc THAN6FEET ANDNHTGor-war 2.n.EMBEDMENTLENGTH r Lo WOMSCREWS TYPICAL MULTIPLE OPENINGS BASED A"KNOltWITH r« ]In PANEL SPAN GREATER THAN 6 FEET EMBEDMENT LENGTH AND EQUAL OR SMALLER lt� 16.00 THAN 8 FEET an.EMBEDMW Ls4M WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING DRAWN: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16- SCALE: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO JOB#: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,16D9.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTTRITION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 6/28/2024 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. Fidg 571,,copy from Z 9A HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Final T!?`.ievved doeuman SHEET NUMBER: "Dam: —V�� DE MINIMU5APPROVAL cn z 0 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFAC LURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD • O BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL W RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION Ll 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24' 20 a. STRAP PPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / 9 / g 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIREBLOCKINGCTLY 02 "OOCLLEL WALLS, PROVIDE WALL STUD sw THROUGH-ROOF EXHAUST VENTS SELECTED AND ETl LOCATED BY CONTRACTOR FL.( METAL STRAP CRICKET AT TOP-SIDE OF HIMNEY VENTILATION CHANNEL RIM BOARD AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN " '• '• '• " SIDEWALL FLASHING VENTILATION W O WOOD JOIST ✓' FOUNDATION •' I BLOCKING TOP PLATE ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST W W AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A III ✓ 'z AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA " FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �.'• THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER A SHALL BE COVERED WITH CORROSION- ONT1N. SCREENED VENT 4" - 8' LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH O O N ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF % INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTIOt APPLICATION C 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFTTED EAVE GAP TO PREVENT CAPILLARYoo CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS Q 14' - 16" LSTA36 1-1/4%36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDGWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING �T F'•'y ROOFING LAPS BASE Ld FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST C CA v q TOP PLATE •�GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC SIDE WALL FLASHING WOOD JOIST O m e•a �., +. AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD CO m AND RAKES -- PROVIDE HEMMED EDGES SO .... Cl. V FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS O x O •" INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION tr..i to rn 4" - 8" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION , W V PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" '� 4) ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH N 00 RAFTER/PLATERT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. O 44 INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FlR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS U 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS O H �r ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD "' X. Lo �"y N DBL. SILL PLATE + TERMITE SHIELD ' v SUBFLOOR SILL GASKET 00 WOOD JOISTS N O �+ 41 NEOPRENE TYP. CONC. FOUNDATION ( n ` CONC. . POLY V , GASKET f 2x6 /2x8 CONTINUOUS WOOD PLATE 4 W DAMPPROOF EXTERIOR GRANULAR FILL I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V _ ' i }•p -r 1/2 " DIA. BOLTS 048' o.c. STAG. V STEEL COLUMN I \ � A • d • d • x c • ROOF JACK STEEL BEAM • CONIC. SLAB '11 . fj U) e�• � /W }.p � ANCHOR BOLT EMBEDMENT: 7� 1 I W COMPACT FILL P9URED CONCRETE: 7" 4' x 1/4" x 8' STEEL E"1 'p V • °• BOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE Q� KEYWAY FOOTING e V p • • d • I p • FLASHING AT WITH 1/2" x 6" ANCHOR BOLT f..j �'p �--p C CONC. FTG. •p Q•p s' SIDES AND TOP 0 �•• . O ANCHOR BOLT CONNECTION USE SP LBPS58 OR BP583)ERS 1/2" GROUT V & REINFORCING BAR I I f 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION I /8" DIA. ANCHOR BOLT � U) SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC ��{y,► SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL oCJ TYPICAL CONIC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36. OC STEEL/ BOTTOM BEARING N WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIEi 57" OC ROOF JACKS & VENTS DETAIL . SLAB I �—SUB FLOOR CONIC 6X6 WWM GARADOOR FRAME COMPACT FILL DOOR USE G JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT x 4' SLAB �,,,✓ • P.T. PLATE ••' W/ 6X6 WMM \' SLOPE • 1 2" AIR S>1'�E - 1 - • 4"DRIVEWAY _' NOTCH JOIST AND ADJUST HEIGHT / < .7 1 2• _ (WITH A NAILING PLATE IF NEEDED) 4• .� •• . TO BE APROX. 1/2. OR HIGHER THAN ' .• �4'� 1/ END AND " -• .-• •• c• ES OF WOOD ' y p �p STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE d '''""a"j"'"'v'"•"'• a a d BEAMS '•A •e •6 • •'• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" p 6X6 W.W.M. _a G �; a- 6�•p -11 • • • O•'p r MIN. •�•jP •e •A '• �'p XA•p ^• a ��NOTCH BEAM FOR MUDSILL F REQUIRED -- MAXIMUM p p • I r—SUB FLOOR d REINFORCING BAR a / � I .O • REINFORCING BAR :• NOTCH EQUALS 1 4 DEPTH )F BEAM � •d 0•�•-•• • _ MOIST • II-II DRAIN TILE _ 10 y SHEET METAL /301 FELT UNDER BEAM AT POINT • �}• O•!O • STEEL BEAM 12 OF CONTACT WITH CONCREE OR CONIC. BLOCK , •, ! 3" PLATE (BOLTED TO BEAM) TYPICAL CONIC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ¢4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3' MINIMUM BEARING SURFA�E FOR WOOD BEAM DRAWN: GARAGE DOOR BLOCKOUT BEAM POCKET SCALE: JOB#: 6/28/2024 SHEET NUMBER: DE M!NIMUS APPROVAL Final rI:i�:�,ed do utn xg ?$A F11L # / Dated A- 9 CODE: 2020 IRC, 2020 NYS UNIFORM 0 CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE �-q WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS GO WIND SEISMIC FROST WINTER ID FLOOD H SNOW SPEED DESIGN L EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMENEI LOADD REQUIRED (MPH) CATEGORY DEPTH TEMP. REQUIRRED HAZARDS 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE it NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. FTl SOIL COMPACTION: 4"MAX. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM WOO# KING STUDS CAPACITY, 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3).COMPACTION OF NEW FlLL SHALL BE AT LEAST 95S PROCTOR DENSITY(PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM 1)1557). COMPACT THE SOIL AT 12-LIFTS(TYPICAL).CONTRACTOR TO HAVE O FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER {�I HEADER } RIDGE DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. w All fasteners,hangers and anchors to be galvinized or stainless steel. r RAFTER 7 JACK STUDS t 1 =•°n 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2'dia x 7"long anchor bolt with washers and nuts. RAFTER-TO LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24'xl2'thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2 DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-PO5T/51UD CONNECTION footing.Use a minimum 1/2"dia x 7'long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERI ESCRIPTION I APPLICATION LOCATION USP NUMBER DESCRIPTION I APPLICATION be 3 ft.below grade- STAIR RAILING LOCA-TIONJ USP NUMB ERI DESCRIPTION i APPLICATION 2x6-2x8 LS26 I 18ga.SLOPE HANGERI APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"02"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/I EDGER ALL OPENINGS I RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5).Flashing shall be installed between the building and ledger.lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2'dia.bolts with washers 1-1R'SPACE and nuts at 16"o.c. MINIM1.UM 6).Concrete piers shall be a minimum 6"above grade. TW HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored V 1 to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal O O POST for any contact with ACQ. I TOP PLATE TOP PLATE BALUSTERS JZ > ti RIM/DECK JOIST o HANDRAIL NOTES: WALL STUD WALL STUD OPEN BALUSTER ATTACHED TO WALL a All required handrails shall be of one of the following types {� or provided equivalent graspability. Q1 a HANDRAIL CONNECTION RAFTER TO PLATUSTUD CONNECTION O C) 1).Type I.Handrails with circular cross section shall have an RAFTER TO PLATFJSTUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION C ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH outside diameter of at least 1-1/4 inches and not greater 00 OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION JAPPLICATION CONNECT EACH than 2 inches.If the handrail is not circular it shall have a 0" F RAFTER/PLA RT15 TYDOWN ANCHOR PO5T-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not t SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2'IN 4'-6'RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT TO RAFTER TO PLAT p greater g EACH RAFTER CONNECT OVEL USE MIN.(2)1/2"DIA GALV.BOLTS WITH WASHERS AND NUTS than inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALLPLAT[/WALL SPTFI4 STUD PLATE ANCHOR dimensionnsion of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12'RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH S1UD 1'4 EACH RAFTER 2).Type 11.Handrails with a perimeter greater than 6-1/4 F T inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4'DIA.MAXIMUM , profile.The required depth shall continue for at least 3/8 I GIRDER/HEADER inch to a level that is not Less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a p maximum of 2-3/4 incites.Edges shall have a minimum 1 i JOIST POST/COLUMN °o e radius of 0.01 inches. N y °° r7 4 I-yi 0 m POST/COLUMN Mv O1 y.•. NAILING SCHEDULE X U GIRDER/HEADER F SHEATHING: O V a\ Cl) O JOINT DESCRIPTION NAIL NAIL NOTES 6 X O It POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING " to © rA AS PER TABLE 3.8 W. V I STRUCTURAL PANEL 8d '» N ��ii LOCATION USP NUMBER DESCRIPTION APPUCATON WFCM-SBC � In 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN O v 00 SPLICED JOISTS OVER HEADER/GIRDER „ DECKMORCH RAILING �t 6x6 SOLID COLUMN P6566/PBSE66/KC66 POST CAP ANCHO APPLY TO EACH COLUMN POST ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION -TO-GIRDER/HEADER CONNECTION NAIL NAIL X+ L HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION NOTES eCS O JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS QTY. SPACING ++ � x+ RAFTER TO 8'WALL 3-8ol COMMO EACH TOP PLATE IO'WALL:4-8dTOE-NAIL 8d COMMO RAFTER ON V C CEILING JOIST B'WALL•3-8d COMMOI, EACH TOE-NAIL W v to .fl TO TOP PLATE 10'WALL-4-8d COMMOP I JOIST 00 N y CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL 4 W ° B�EUARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE `...J '•• OVER PARTITION WFCM-SBC LAP NAIL sx. o Jar•`•=:'•••s-. .. COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST BLOCKING EACH TOE r•�., ' >..••' 'k•:, •i 2-Sd COMMON TO RAI-TER END NAIL RIM BOARD EACH END �I LEDGER ° GIRDER/HEADER it •i 2-1t,d COMMON ET CONCRE PIER TO RAFTER END NAIL �4 WOOD JOIST 1 �:=' F•N .•>•. V WOOD JOIST ::: ::::' •: ... 'K WALL FRAMING: O , •••~ . •••••+•" •+ JOINT DESCRIPTION NAIL NAIL NOTES iT CITY. SPACING {i•-•••••• DOUBLE 2x TOP PLATE TO PER FLUSH JOISTS WITH HEADER/GIRDER _ ••-•..-, 2-16d COMMO FACE NAIL G - CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH �!' ti "� (MINIMUM) TOP PLATE FOOT u LL FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE oQ LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16.00 WITH WASHERS THE PROPER STEEL CONNECTOR 1 OR BEAM INTERSECTIONS 4-16d COMMO EA1 SIDE NAIL IF ABLE,SET FIR JOISTS APROX.1/4'HIGHER THAN LVL HEADERS 1 LOCATION USP NUMBER DESCRIPTION APPLICATION N TO ALLOW FOR SHRINKAGE. ROD 11 REQUIRED••- ;?:+•t (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH CH PIE STUD TO 24' FACE 2-16d COMMO O.C. NAIL M�•t FOR STU .••-tt.•••••"' (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE •-•�. ... • •• FACE HHEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER I L TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL 11F��s LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: U PIECE OF SIDING BELOW ° : ^••••:-'•••-••THREADED ROD F OR JOIST,BAND JOIST, 2-16d COMMO FOOT T FACE NAIL END JOIST OR BLOCKING 1/2"DIA.LAG BOLTS Wit WASHERS "E' CNW COUPLER NUT �/ CONNECTED TO BLDG.@16"OC W smi 1' 'e POST DECK FRAMING: ::✓ `::.:.1: MINIMLM ew r ^� END DISTANICE JOINT DESCRIPTION NAIL NAIL NOTES RITHRU- j ..r- ...• Ts "E•' QTY. SPACING rasa rosr o • �.� ::•.. .....:.•..>`••: " '' JOIST TO: PER TOE ANcrtoR as •-• •• "••"' A 4-Sd COMMO FLOOR FRAMING "rR r •.- -..• MINIMUM s SILL,TOP PLATE OR GIRDER JOIST NAIL y 2x JOISTS ° ' 'S,, > o 'e•ENa(MYXNCE ° • t 1:'ha •''• 12"xl2"xl2' �' BRIDGING 2-8d COMMO END NAIL •--coN.stAR •• Oe: •v ` 's ',4: •�`i•�� CONCRETE FOOTING , > BLOCKING FOR �REo1 .4.'• ^�"'•F=�1:"'� a•• a• BLOCKING EACH TOE JOIST HANGER TO JOIST 2-Sd COMMOI, END NAIL 4m !,;: DECK PIER LAG BOLTS p 0 •'° CONC. PERPIAN BLOCKING TO: EACH TOE e 3'-0 PIER - HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL RIM101ST/BD. e ; "�; . SIMPSON STRONG TIE MODEL STRRIR LEDGER STRIP EACH FACE 9 t INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION TO BEAM 3-16d COMMO? JOIST NAIL •v r� ILOCATIONI USP NUMBER I DESCRIPTION APPLICATION DRAWN: JOIST ON LEDGER 3-8d COMMO PER TOE DECKIPORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHORI APPLY TO EACH FOOTIN TO BEAM JOIST NAIL SCALE' 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING! BAND JOIST 3-16d COMMO PER END TO JOIST JOIST NAIL JOB#: BAND JOIST TO: 2-16d COMMO PER TOE NAIL 6/28/2024 SILL OR TOP PLATE FOOT SHEET NUMBER: �1ag I`� r+ `e DE MINIMUS APPROVAL A-10 eI I►� � �� Dated �`� Z GENERAL NOTES NAILING SCHEDULE WIND FRAMING NOTES PLAN CONTENTS: Q 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: R3 RESIDENTIAL p� OCCUPANCY CLASSIFICATION 1-1/4"x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING W When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: RAFTER TO 8'WALL:3-8d COMMON EACH in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT (SEE PLANS) l 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 19 WAIL:4-8d COMMONTOE-NAIL RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1---1 intent and framingdetails.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WAL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE g g P P TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in Tine with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMONJOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS FER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES n/ construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN WE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 tIO�II sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c CEILING JOIST LAPS AS FER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/I80 OVER PARTITION WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND ) INTERIOR WALLS AND PARTITIONS POn g ) 30 INTERIOR(LIGHT FRAME WOOD WALLS 10 WI80 meets current federal,state,countyand local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS FER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS ( FLOORS g P INTERIOR LIGHT FRAM STEEL WALLS 5 U360 FTl These codes are to be considered as art of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 (P ) 1/360 F•+•( p P g FIRE ESCAPES CEILINGS CASTER,STUCCO should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS(6-THICK) 85 CEILINGS(GYPSUM) L/240 accordance with table 3.3. TO RAFTER 2-Rd COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS )p ALL OTHER STRUCTURAL MEMBERS L/240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 4)-The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) 1/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE-1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMOls JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE w 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE STUD TO or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and O.C. NAIL Sym.: 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"D.C.at panel HEADER TO 16"O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. ►'�'y OP such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"D.C.in the field shall be in accordance with the length requirements specified HEADER 16d COMMON SMOKE&CO2 DETECTORS ALONG EDGES NAIL CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONO PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION �"r"( 0 8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Z W length adjustment factors in table 3.16. FOOT SEE NOTE:1.2 Z 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS A interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 0 0 2.4.4.2 and 2.2.4 respectively, QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 17 NONE TO HEAVY MODERATE - 0 concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � O 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE to 4).Any new concrete walls being attached .c existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMONEND NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE 1 be installed with#5 re-bar, long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3.5. BLOCKING fT 5).Unless otherwise noted,all slabs on lade to be 3000 s.i..Concrete to be EACH TOE g P- TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE Sd COMMON @ 6"O.C. d COMMON @ 12"O.C.3-16d COMMON SEE NOTES:1(BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.q 8d COMMON @ 4"O.C. SEE NOTES:13 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8dCOMMO PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM JOIST ON LEDGER 3- JOIST NAIL N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONPER END M t. IZ TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, c7 v 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. , 2-16d COMMO u Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT I SEE NOTE:1 Xp m ems+ FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. Q 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL X O Edition Wood Framing Construction Manual. 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION [i � to QTY. SPACING Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3). it 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For u 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AG PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. M N U) : Douglas Fir. I I WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: �°' g3 4).Deck joists to have blocking at 8'0 o.c.. u CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE X m 3).Floors,walls,ceilings and rafter SHEATHING LOCATION NOTES to be spaced at 16 inches o.c.unless noted otherwise. 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ^ Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) Lr) V Cl) where needed. 4'EDGE ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD ON v Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 00 I~ v openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. W openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: 0 openings between 41 and 60 and 2x6 wall openings between 511 and 8'9.Provide fire 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL NOTES and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 8d COM1A0 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall � anchors where applicable to all connecter joists. PLUMBING NOTES PANELS WFCM-SBC PP 81 be used. W 7/16"OSB 6d COMMO 3"O.C.EDGE � 6).Double u floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply.drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2.Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with P 1 P 1 PP Y• g g p ) Floors to have ceramic true installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. �+ on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD V 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 0 other access openings unless otherwise noted(typical). FLOOR SHEATHING: WV) 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAL NAIL U) 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION S QTf. PACING 1).PROVIDE 5/8-TYPE-X SHEETROCK FIRE STOPPING AT IVO MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR HVAC SYSTEM NOTES 1"OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) N 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44'SILL-AFF Ey EME� under all bearing walls. po g pp safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adhearin to all applicable codes and saf Fireblocking shall be provided to cutoff all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories.and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as needed. THESE NOTES ARE ONLY TO BEREFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. levels.concealed horizontal furred spares shall also be fireblocked at intervals not exceeding 10 V 1).Nailing requirements are basec on wall sheathing feet.Batts or blankets of mineral m glass fiber shall be allowed as fireblocking in walls constructed (n CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final SOIL COMPACTION: using parallel rows of studs or staggered studs. W p system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing �/� 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the pane edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, w/ TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to Floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. over subfloor as per manufacture's instructions. members shall be doubled,or altzmate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1).All electrical to be installed as such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Cade. per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12-LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is contineous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number o1 nails shall be permitted 3).DO NOT BACKFILL UNT1LL FIRST FLOOR DECK CONSTRUCTION, 5).For the firebloddng of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per fcot. INCLUDING SUBFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over, and 11315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G e installed with a foam sill gasket and cop-r-sex termite shield or approved equal. oR AlmRovED EQUAL INSTALL WITH GAP DRAWN: AND BASES.USE WITH FLASHING CAPS TO coVER TOP SCALE: JOB#: 0tr.L�C ZNt C1:py(�71 6/28/2024 ""�'r1''`'"ed °`um�1tg DE MINIMUS APPROVAL l�A File;k --I�'"�� ('� SHEET NUMBER: C�ato: `I 1� Detect A- 1 I SITE DATA PROPERTY: 9,800 SF 0.225 ac �a C NON CONFORMING LOT. ZONE:R-40 FRONT:35' SIDE 1:10' (280-124)SETBACKS: LOT COVERAGE:20% REAR:35' SIDE 2:15' SEAWARD EDGE O HIGH WATER MARK MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE: 280-207 MAX.GFA: ALONG BULKHEAD OF MEADOW (280-4,280.208) 35' 10'h(AVG).45°ANGLE 2100.0 SF [-k Cc,VED BB 2.1 BD 2.2 BB 2.2 .C+y TB 3.3 WOOD BULKHEAD TB 3.3 TB 3 BUWOODWOOE LKHEAD DESCRIPTION: AREA LOT COVERAGE a 3(� 2024 SAND EXISTING HOUSE: 922.6 SF 9.41 woo PROPOSED PORCH: 50.0 SF 0.51% WALK PROPOSED DECK: 387.7 SF 3.95% W 8pp► 'D OF APp� SAND TOTAL: 1360.3 SF 13.87% O W ZON,NG WOOD EDG METES AND BOUNDS: SURVEYOR. NATHAN TAFT CORWIN III DATE SURVEYED: MAY 15,20135. Q 4 ING O _ uj 3 3 SCTM: 1000-77-01.06 ELEVATIONS REFRENCE: NAVD 1988 O Z Ln O J 4 M CGFA CALCULATIONS �t CONCRETE = CONCRETE- CONCRETE TROUGH ly rn TROUGH LOCATION: AREA: m06 4 PROPERTY: 9800.0 SF — m O — — (280-207d)GFA PERMITTED: 2100.0 15 W — -0 1= 1 0 t-- EXISTING 1ST.FLOOR: 922.6 SF n /I TOTAL EXISTING: `�✓ t0 �4+ � ¢o i 60 ! wLn - -- - --- - - - 4- _ — - j 13.3' j PIER LINE ) - PIER LINE PIER L NE _ PIER LINE 1 0 CONC.PA !j ON GRADE 19.1' I xxp . � 4.9 # 5- — _ _ _ + EXISTING 1 53"ORY — — — -5 t j a Z a — — — — — — FRAMED HOUSE L, a bhE FF 6.96' I `� Bldg Dept copy from ZBl1 ��> --- Final reviewed do TAN 1.9' rN ` 32.3' Date:ZBA i 5/ 3 s.s n� 6a 5.7 ON oN�Gy` d i ___�_ _ _ - - - -I - - - - - - - - j Z --- — — V Wd) O M ;tom N ASPHAL +6.7 CONCRETE 6.9+ RIVEIXI d' TROUGH 7- - - Fn - - - - - #f ° o CON RETE FRO GH en z L--- Ic 3.4 8 545° 24' 4®"W � ti DRAWN:MH/MS AVENUE EXISTING SITE PLAN ,U ER � 5C4� �AiK . .A �SHEE _ �® ,.i�,a�a �../'%�• Sk1EEi NUMBER: SCALE: V = 20'-0" oA S_1 ' ` _ --PIER LINE � � 1 1 LO M — ¢ w H •` z w A 9 I _ FF EL 9.0-.—.- I w GRADE fl 55 W PROPOSED SOUTH ELEVATION � SCALE: 1/8" = 1'-0" x a0 w o 0 m U p= Qu Bldg Dept copy from ZBA Z m Final reviewed Qc is _ 3 m -7.6 g. — —.— — — — — — — — — ZBA Fil Date: � 9 a �l r -9 IrdPA al Q =FEL 6.96- GRADE a 5.5 _ Y ��•p E EXISTING SOUTH ELEVATION SCALE: 1/8" = 1'-0" DRAWN.MU/MS SCAT F' JOB#: ll17f3031 f SNEEINUMBER: v� O aHx ¢ W H OW qA d 130 off ® ® ® FF E 9.0 ° 03 QA a PROPOSED EAST ELEVATION00 z ° SCALE: 1/8" _ V-0" -- - Q amp 0 o= dZ LL U 6 L V m E 0 ®: Bldg Dept copy from ZBA - Final reviewed doc manta 3 ZBA File* a Date: ! 5/ to IM MI u 10SJJ a fF EL 6.96...=.= .-FF FL 6.96 � u GRAD=EL 4.9 •''�• tll y EXISTING EAST ELEVATION SCALE: 1/8" = 1'-0" ORAWN:MHIMS SCU ]OB4: t TNUM I/++ � SFIEE NUM/B�ER: v� - O E+ � � O d zLi � A of1111 -- 'rFEL9.D— 11111 till 1 FF EL 9.0 GRADF E14.8 PROPOSE® NORTH ELEVATION o SCALE: 1/8" = 1'-0" z ° a � o M ego nm m— mm P �s -—-—-—-—- — M V ^E O 9 j Bldg Dept copy from ZBA 3 Final reviewed oc ents a ZBA FI a `� 7 Date' / w a to � Q IFFEL8.0 - m ' GPADEEL4.8 GRADE M 4.1 r EXISTING NORTH ELEVATION SCALE: 1/8" = 1'-0" °SCALE, `°'� fAi c. Mt . E N p 024 SIIFE7NUMUM BFR v • O E� W - W O � x w z � ° a � w — A _BU:_ 01, 0. 7Q ❑ FF_&J(L_ ° W 3 x �A a PROPOSED WEST ELEVATION ¢ �° SCALE: 1/8" = V-0" 0 0 0 x a Z LL Y U O m 0 E W. 9 a Bldg Dept copy from ZBA Final reviewed��jjocu ent8 ZBA File "9 a d)EODate: / o 1 &.4 r 3 / —•—_— H 11 1GRADE FL 5.5 _ •.� U GRADEEL4.l r • 't Y + Q EXISTING WEST ELEVATION SCALE: 1/8" = V-0" DRAWN:MN/MS SCALE JOB M: 11=024 SHEETNUMHEA �/ A 4 ............ ............ ............................. ............ ................. .............................. ............... ........... ......... ...... ......... ................... ....... ..................... ........... ........................ ................ ...........................*"*"*"'*"****.........**"**............ ............ ................................. ........ ............... ......................... .......... ------------------------------- -------C3-------0 ---- ------ PROPOSED DECK E3 18'-9V2' ----------- --------------- ----------------V- - ------------ ;> D(ISTIMCCRAWLSPACETOSERESUILT TIIIIOU,111T TO MEET CURRENT NIS CODE FINALSTRUCTURETOBE REVIVAM PRIOR TO DO PERJAITSUBMISPON VERIFY GIRDER LOCATION -------- -H44DER BEARING WALL MGN*k ASSUMED GIRDER LOCATION *4,FMIN,D.1RD% ............ "(3)2 XBGIRDER,(W--- 14.(3)2X8 GI x -- - ------- ----- MO I., co �u REMOVE: o 1 IS EXISTING: CHIMNEY; ISTRLICTURE LIN KNOWN) ADOMCN W (STRUCTURE UNKNOWN) ?M -- -- -- ----------------------------- ----------- Dept copy from ZsA IL ---------------------------------- ...... ....... -------- ---------------------- ri Final I ZSA rifle Final reviewed d ments SELF-COUNTERS SCREWS 17c ul LDINr WTHTIMBERLOVa ZDA File BY OLYMPIC MANUFACTURING .Date: (2 SCREWS 0 32'O.C.) POSTTOANCHOETOVl RM Iml TO 16XI6 CONC.PIER • I!W I MIN.3.8 PROJECT NORTH PROJECT NORTH S EXISTING CRAWLSPACE (D ....... ............— ACTUAL NORTH ACTUAL NORTH IZY raw � Q ......................... SCALE: 1/8" V-011 .............................. PROPOSED CRAWLSPACE SCALE: 1/8" = 11-0" DRAWN.MRIMS r SCALE JOB#: 1=2014 SHEET NUMBER: A-5 air � 4 � A z - o H � � x H z � w a O W I. r FWG1006»41A,t5 _, A I _ fY4 BB RA24°OC ! I I� g _----__�-- �� � PROPOSED DECK F 2 EX.CATHRED Lac. i I e S17'rINGROOM IW I I `m I UT}IEDRAL CEILING � e I 'Oy I 1 t BANQUET w O o 'X4RR,eza•QC • � j � } _T1V3616] -- -. - _- _ _.. --,W3046-2 } f p --------------- Q OR E z FLI ® LIVING/DINING 971CHUNGHT. , m rHED•.� � �m:.LIVINGRCvt `_ /y`: s-vaG �.: UTHFDRALI.a LADDER BUILD WALL UP TO RAFTERS re �I liE:1 GCTO REVIEW RAFTERS AND mp:: FINK M g O TIE-M.SPW CE/ADD AS REQ. [ XO N t . � - BUILD WALL UP TO RAFTERS O ' '- '•' ®' - _ 7---- .2"4' • 2'-6' GCTO REVIEW RAFTERS AND m T S L TIE-M.SPWCEf ADDASR= WID BEDROOM No.i F..I UTILITY ROOM 82%.ceUNG HT. 9T CEILING HT. ' BATH }! BED M No,2 `$ Y KlI 9-0`CLG .p• F E Y0 9T CE•. 1 �2)2X9 ELUSH "_"`_.t L . .d ENTRY IT ^ i i } .__g _._-.- _ V .D BATH 97'CEIUNG HT. TANX 1 'l-0'CLG }= ---- ------ FENaNc p w B �.o}------ ----- - ..Pi ® 7 Ld < : _ ,9 Dept copy from ZBA _ __ _ - _ _ _ _ _ _ _ _ _ _ _ _rmo4 2_ _ — — Flnal fOViow d doc ants a stoop T PROPO'ED PORCH R s 4FII D ��$ IDXW FG COLUMNPOST ------- N •N/bX6$AC�O Post ------- N EXISTING FLOOR PLANE PROJECT NORTH - E PROJECT NORTH • ACTUAL NORTH WSJ x SCALE: 1/8" — 11-011 �ACTUAL NOR "`CCC..777 m Y a WALL LEGEND ................ WALLTOBEREMDVED A ® EXISTINGWALL ® NEW WALL S 1 ` NamPREP®SE® FLOOR PLANDSRGA4WERI:19[/MS DIME OF EXISTING WARS ARE FROM FMISHEO WAL I MT.:2X4 21(/=41/T.2X6=6.1lY.EX7.:2X4 d 4•,2%6=6' 10$M. DIMENSIONS OF NEW WALLS ARE FROM STUDS SCALE: 1/Q11 11�011 SHEE NUMBER r I EXT./INT.:2X4-3-112'.2X6-S-1/2'] 1/p s, W� A-b t P oa APPROVED AS NOTED CoMPLY Wn ALL CODES of -23� `}B P # s I NEW YORK STATE&TOWN CODES oATE. AS REQUIRED AND CONDITIONS OF FJ ISM_BY: -] Sr3UiFI1LDfOWNZBA 1-1?`2y' NOTIFY BUILDING DEPARTMENT AT }{p�pTOWI�IPUWNWGBOARD 631-765-1802 BAM TO 4PM FOR THE 10Jr 80UiNQIMTOWNTRUSTEES 4,4Z-2-1 FOLLOWING INSPECTIONS: NDvr9_urW�hovT NYS.m FOUNDATION-TWO REQUIRED FOR POURED.CONCRETE SCHD-7_cl-Ay, ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C-0. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK ATE. NOT RESPONSIBLE FOR DESIGN TOR CONS RUCT ON ERRORS PLUMBER CERTIFICATION ,F ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY �_ SOLDER USED IN WATER BLOOD BOND NNOT EXCEED 2 I0 OF 1SUPPLY SYSTEM %PLEAD. COMPLY WITH CHAPTER 46 11 FLOOD DAMAGE PREVENTION SOUTHOLD' TOWN CODE. PLUMBING ALLPLUMBING.WASTE &WATER LINES NEED TESTING BEFORE COVERING I SITE DATA PROPERTY: 9,800 SF 0.225 ac. xa NON CONFORMING LOT: ZONE: R-40 FRONT: 35' SIDE 1: 10' ~ (280-124) SETBACKS: LOT COVERAGE: 20% REAR: 35' SIDE 2: 15' MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE: 280-207 MAX. GFA: ,� •�• (280-4,280-208) 35' 10'h (AVG), 459 ANGLE 2100.0 SF N o DESCRIPTION: AREA LOT COVERAGE:60 l `c m EXISTING HOUSE: 922.E SF 9.41 /o o h--i N I N 1181] ® ® o ^^ EE ( o PROPOSED PORCH: 80.0 SF 0.82 % PROPOSED DECK: 387.7 SF 3.95 % ® ® N -._._FFEL9.- 0 ^� TOTAL: 1390.3 SF 14.18 % i--�I A -FF EL 6.96 • GRADE EL 5.5 r_1 FF EL 6.96= GRADE EL 6.7 METES AND BOUNDS: SURVEYOR: NATHAN TAFT CORWIN III DATE SURVEYED: MAY 15, 2013 W GRADE EL 5.5 r ' PROPOSED SOUTH ELEVATION SCTM: 1000-77-01-06 ELEVATIONS REFRENCE: NAVD 1988 EXISTING SOUTH ELEVATION GFA CALCULATIONS LOCATION: AREA: PROPERTY: 9800.0 SF (280-207d) GFA PERMITTED: 2100.0 EXISTING 1ST. FLOOR: 922.6 SF TOTAL EXISTING: HIGH WATER MARK SEAWARD EDGE HIGH WATER MARK SEAWARD EDGE O W ALONG BULKHEAD OF MEADOW ALONG BULKHEAD OF MEADOW BB 2.1 BB 2.2 BB 2.2 BB 2.2 BB 2.2 B B 2.1 TB 3.3 WOOD BULKHEAD TB 3.3 TB 4.3 TB 3.3 WOOD BULKHEAD TB 3.3 TB 4.3 w w WOOD WOOD ✓ r -� BULKHEAD BULKHEAD �1 FN ,15 ° 24' 40" E SAND 70.00' FN 45° 24' 40" E SAND 70.00' STORM WATER MANAGEMENT DETAILS CONC.WA CONC.WA � � ^ WALK WALK a OO LOCATION: SF AREA: 2RAIN P ROHOUR PRFFAT OVIDE:DE: CAPELL ACFEY: Q x SAND SAND NEW DRIVEWAY 546 SQ.FT. 91.2 CU.FT. (1)B'dia_Tdmp 84.5 CU.FT. pp 4 WOOD EDGING O WOOD EDGING 00 S'THICK Qr O 4 TRAFFIC BEARING SLABCONCRETE 24'DIAMETER _ W w +3.3 UST IRON INLET 3.3 O O Z O 2'ASPHALT ROAD SURFACE ON 4' O ?E COMPARED RU CAR GRATE fi FRAME TYPICAL O .=, M O .., Q rn f O w O w CI CONCRETE = CONCRETE CONCRETE = CONCRETE PRECAS-r CONCRETE '-• TROUGH TROUGH '- TROUGH TROUGH CHIMNEY 0 m ,4 0.O °° -4 - ICI II oom®®� ^ / ^ O � , ' II II I� C O M O 1R'TRAFFIC BEARING 4. Y•4 DRAINAGE PIPE nPICAL 15' ------9 ~ - - ----- 10' 15' ------9 F=--- - --- 10' ' � L ' Jul o 00301 10 DIAMF ER.4'DEEP OO PRECAST CONCRETE 1 0 •/1 L . OOm TEACHING RING. l'V OIII Ln N SILT'FENCE �ii W SI FEN ' , = oo III- � � _ _-llill x _ r. u CLEAN SAND 6 O i-n / GRAVELFlm I ' WAOTERD � O / Z , / / / 2'-0'Mln. 10'-0'Dinnielm GRAVEL FILL O J ` 2'-0'MI, C 31.9' GRAVEL FILL • x O / 4.1 4- - 13.3' 4- - 13.3' co PROPOSE d _ p 00 4.s bO DECK 4. I IND I I I I CC$ -1-d MAX. -tz u m m -1, 5.5 ON GRADDE 19.11 1 ( ON P 19.1' F 5 5 � c-1 CONC.to C. �1 E U m -F 4.9 1 '� I I / 4.9 I \ GRADE m + M EXISTING 1 STORY - - - -5 "' - - -5 LL oo 5 - _ _ _ _ _ � 1 5 - - - _ L TOPISOIL -I - - EXISTINGISTOR ' n j 1 FRAMED HOUSE , r; \ LOCATION / FRAMED HOUSE' r; '�1 1 f '� ,r '� W FE%E C FF 6.96' I N ♦ \ I / FF 9.0' I N 1 � �, y nj --=' � ONCRET HEATIN ( ASHOU r� ♦ 3I1.91 IL 32.3' I w` AEG \� ♦ I ♦ i 32.3' I 5loop 5.5 srooP 6.7 5,'7 0\ �i- ' 3 •91 5.5 PRO_PO�ED-PORCH 6'7 0����`� PERSPECTIVE VIEW w 1 IV - - - - - - - - _ i 20 - -� 1 ---- - F' 6- 6- - 36" MINIMUM 2 x 2 V FENCE POST ! NOPOSED CATCH BASIN i; I O w/9-Ai'DRYWELL - ;, WOVEN WIRE FENCE CJ� .� (6 x 6 - 10/10 WWF) +6.7 CONCRETE 0 1(� '' FILTER CLOTH CV 6 9+ ASPHAL TROUGH ^, , ,EXISTING DRIVEWA'1 +6.7 I C ROUGHE N _ DRIVEW ` v B.A �� 1 TO BE REMOVED'F M 0 7- `- _ _ _ _ _ sCOI( _ rl N M - - - - - - - M n- - - - - - - - � - - - - _ _ _ _ � O _ - � - -CNI , PROPOSED n ;1 , 7 O LTER CLOTH V 0 O ' 14'X 39' a ,' d- CON RETE 0 � �. IMPERVIOUS �'� I Ln MINEMBE 6fl NTO G OUND Rqp f TRO GH M M ? ONCRETE " F' Z o Z o 4" 8- - - - - - - - - - - - - - - - - - - - -8 $- - - TROUGH - - - - - ,F - - - -8 d- SItTfENCE-_ J NOTE: V 8.4 ° 1 " $ S 45° 248.4 4O" W OENTRANCEO�'•, ' B MAXIMUM DRAINAGE AREA S 45 24 40 W 70'00 1/2 ACRE / 100 LINEAR FEET OAK �����••� SECTION DETAIL AK AVENUE SILT FENCE DETAILSO EXISTING SITE PLAN PROPOSED SITE PLAN , SCALE: 1" = 20'-011 %SU'V SCALE: 1" = 20'-011 ER DS DRAWN: joi SCALE: JOB #: 6/28/2024 SHEET NUMBER: 404 >; i O H W H W O W H W O w o w � � z � � Q o � oo F-+ Qy O 0 PIER LINE _ N — _IER LINE- _ - - - P PIER LINE _ _ - - — - - _ � `� u 01-1 PIER LINE_ _ — - - - - � u 0 X O m En ct� w cd as co .... 4 . 4 4 � 5 ^t cu En � 00 o Cn fzl H V O N V PIER LINE SCALE. V 20'-011 p DRAWN: I/t;ti. ., . ,i„l� SCALE: JOB #: 6/28/2024 SHEET NUMBER: S . 2 i i O H W H �° o W N 00000 - r- I O w o mo ji NFF EL 9.0 — _ _ FF EL 9.0 Q GRADE EL 6.7 O GRADE EL 5.5 �..� I-+-i PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" 0 a� ) m m 1 CZ oho Lo U U 00 a� v - - - - - - \ W CNI ILJLJL-i 6;JA F V sl O 0 cn _ � N • o, V I � � FF EL 6.96 Iff FF EL 6.96 ' - - - - - - - - GRADE EL6.7 GRADE EL 5.5 EXISTING SOUTH ELEVATION - � DRAWN: SCALE: 1/4n = 1 -0n � :� �� SCALE: JOB #: 4 6/28/2024 SHEET NUMBER: i O H W H W E:Ili ,i i 1 -FF EL 9.0 - - FE_EL 9.Q__ O W O - - - - - - - - GRADE EL 6.7 Z GRADE EL 4.8 O 0 O Z 00 PROPOSED EAST ELEVATION z SCALE: 1/4" = F-0" w 0 N m c` " U Ot>t, e m O ob � u Y N w l--1 V O - N V GRADE EL 6.7 FF EL 6.96_ _ _ - - _ _ -FF EL 6.96 no GRADE EL 4.8 EXISTING EAST ELEVATION SCALE: 1/4" = V-0" { at4�� ; C, :�-�� DRAWN: •� �'' SC , �\ SCALE: tt" ..,, JOB #: 6/28/2024 ' SHEET NUMBER: A~ 2 i O C) _j I M1111 III 11 -11 --1 11 H 1 11 1 11 11 1 FF EL 9.0 F4 11 1 1 1 Ill _ FF EL 9.0 0 0 GRADE EL 4.8 GRADE EL 4.1 PROPOSED NORTH ELEVATION SCALE: 1/4" = V-011 CD c'n N � O m m Qj C7% • u p o go u4-, Q) Lr) 0ob r-4 0 u 4 Lo U 4-1 ON — - — - — - 00 cq lop 1% 0-4 u 0 0 U) 0 Li FF EL 6.96 FF EL 8.0 GRADE EL 4.8 GRADE EL 4.1 EXISTING NORTH ELEVATION DRAWN: SCALE: SCALE: 1/4" = 1 -011 A 'N JOB 6/28/2024 SHEET NUMBER: 4tt A~ 3 i 0 w w a w Ll o wo FF EL 9.0 — — FF EL 9.0 — Z GRADE EL 5.5 O �i 00 GRADE EL 4.1 �ll o PROPOSED WEST ELEVATION w SCALE: 1/4" = 1'-0" O ri o oM � v x as 4 � Rt u 00 .o W fil V 0 _ (n N FF EL 6.96 FF EL 6.96 P4 GRADE EL 5.5 x GRADE EL 4.1 x �r EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" F •�,, DRAWN: SCALE: \ JOB#: 6/28/2024 SHEET NUMBER: A�4 i O H w H I� O w N 1 i 1 I I I 2X4 RR(@24"OC v I 2X6 FJ P24"I)C 1 (NO SILL PIT)— I I I h I 1 0 0V1 I I 1 °C EMOVE LANDING 1 SITTING ROOM I o AND STAIR ' ElI CATHEDRAL CEILING 'z00 O O 2X6 FJ (a.24"OC I (NO SILL PLT) I i 2X4 RR 0,24"OC I Q s• O O W ------ �---- o o / B8DROOM�Io.`2 N n.O Q V 823/4"CEILING HT. LL `^ 3 N N DEMOLI H EXISTING u LIVING / DINING FI PLACE nxi LL 97"CEILING HT. EXISTING PERIMETER ASSUMED CONCRETE BLOCK ON GRADE oo x ' PIERS ON GRADE SUPPORTING STRUCTURE(NO CONC.SLAB) N SHIPS LADDER DEMOLISH a; •; `� 4-1WALLS •--- c rj N 41 m O Cf1 ++ cu L� V ASSUMED GIRDER LOCATION OX Ln Zi ❑ ❑ O r X O 'm DEMOLIS ; % w@ EM LIS DEMOLISH � LLS V CHIMNEY AND W L a BE�DRQOM 00 0 FENCE SURROUND �y LL' REMOVE FUEL TANK UTILITY ROOM �623i4"CEILIN OT. .� d� V p oc 97"CEILIN , .� , , O � N o ,D KITCHEN - - ' - - - 1=' - M u4-1 u-3 97"CEILING HT. (1)2X4 FLUSH / "- O c2 2 DEMOLISH BATH ' ' '' ' 'r-4 +j i Ln V / N Z ? WALLS N 7"CEILING D OL15H �� d1 � �„� ADDITION LL TANK ALLS `-- -- cSi / (STRUCTURE UNKNOWN) ENTRY '•--• N v •--- ///// / FENCING EXISTING FOUNDATION TO BE DEMOLITION i RE-BUILD FOUNDATION IN SAME LOCATION MOLISH w TOP OF WALL AT—8.4'(FF EL 9.0) STOOP STOOP HOUSE TO BE RAISED AND SUPPORTED PRIOR TO DEMOLITION AND LEFT ELEVATED UNTIL THE COMPLETION OF THE NEW CRAWLSPACE V N N O cn W E PROJECT NORTH W E PROJECT NORTH EXISTI CRAWLSPACE 5 EXISTING FLOOR PLAN S SCALE: 3/16" — 1-011 ACTUAL NORTH SCALE: 3/16" — 11-011 ACTUAL NORTH N H V Qm x s . DRAWN: SCALE: JOB #: 6/28/2024 " 4 rr" SHEET NUMBER: Aow5 F2 od� ��x x :dx� ax�.-�x�x°V� xL xx =.7x�e = x.�- x�=av=`c'c _ -J'- _ =��c = =25 o =��L'= cx = =2 a ° ' ° o o a• a ° ' ° 0 2 47,5 J-X C`MCRE C� P�� O.NTINTJQUS ATjxst Oe6f AIRS�` � a °�„ ' a •�o �" -E ^ ,p a 4-' - 4A I 1 _31'_1QWI- - - - _ - - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - I—� 12'-11/411 8'-1 O3/411 8'-1 O3/4'1 O ►-old _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - r- 1'-0►1 r-- ------------------------------- --- - - - - ----------- -------------------------- — (3) 2X10 ACQ GIRDER (3) 2X10 ACQ GIRDER (3) 2X10 ACQ GIRDER -y - - - l - h-•-i N I i v v - - - - - 16X16 CONC. PIER i —Ell O ! 00 0 131-11/411 MIN. T BELOW GRADE (TYPICAL) v0 CN - - - - - - OOD VENT- - - - - - - 2X10ACFM 11`LASHED DUAL FUNCTION FLOOD AND VENTILATION VENT Z _ _ _ _ _ _ _ _ _ _ _ _ _ � PROPOSED DECK � I p lilt `_ I W 1'-4 1/4" R/O 0 i i i i Z i Q O till I I 00 I O ; i 81-43/411 81-43/411 N ui �7� EX. 2X6 FJ (a),16"OC ', 1 r it ► n 1 I � lilt � I I - 1 -0 CLIP SLOTS USE TWO TOP I Ills X , AND TWO BOTTOM lilt N I i _ (3) 2X10 ACQ GIRDER - i (3) 2X10 ACQ GIRDER i rn 16X16 CONC. PIER 'OOOOOOD BEHIND THE RODENT SCREEN, LOUVERS MIN. T BELOW GRADE ITH I ' I'1 ' ^' p (TYPICAL) D OD DOO O AUTOMATICALLY OPEN AND CLOSE W I I 8 1/4" D TEMPERATURE. NO ELECTRICITY IS NEEDED R/O I I I IIII ly I I I ty I I IIII 1 I I O V 1 O O i i EX. 2X6 F1 16" C Hii w ; 181-J(�1/2 it .00 _00I I IIII , U ❑ O I I ` IIII i I x ^ A O �T� 0 B X i N 81-`"'f'3/411 81-`i'3/411 u W _I m • i I � IIII N i I 1 11 _ 't•' 1�1 4 4.. d • I I 5 �� nn r^ I S II IW 1r-On O W rfl 4 • • d 5 -10/8 I " -- 5 -10/$ -1 4 • I (3) 2X10 ACQ GIRDER i' (3) 2X10 ACQ GIRDER i' Z IIII _ I - - - - - FLOAT SLOTS • I I I I H I- � I I FIGURE 1 (3) 2X6 FLUSH (3) 2X6 FLUSH y - - - FLOOD VENT-2X10 ACQ-L FLASHED- -FLOODVENT- - - - - FRONT VIEW t I I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -8X16'CONC. BLOCKPlERw/ ' O O O (2) #5 VERTICLA REBAR ON V EXISTING CRAWL SPACE TO BE REBUILT ; LEDGER BOARD TO E FASTENDED 0 HURRIBOND GRIP t SEAL x H ' ' 32" X 24" X 12" CONC. FTG. THROUGHT TO MEET CURRENT NYS CODE ' TO BUILDING WITH TIMBERLOK® O� ADHESIVE LOCATION , i (FLANGE) O ° I (TYPICAL) c`li i SELF-COUNTERSIN ING SCREWS CRAWLSPACE AREA: 925.4 SF l CRAWLSPACE ACCESS TBD BY OLYMPIC MANUFACTURING 1 VENT/ 200 SF REQUIRED _ WITH OWNERS (VIF) (2 SCREWS @ 2" O.C.) 925.4/ 200 = 5 VENTS CN N I` I w I I 0 o M 6'-1" 6'-1" 61-23/411 61_1 t1 6►_1 Ir i I I I I I I 1 MIN. (3) 2X8 GIRDER;(VIF) '• .• , I I MIN, (3) 2X8 GIRDER iVIF) ; ; MIN; (3) 2X8 GIRD R (VIF), , = = = = = = = = 12" MAX FROM •Q • 1 _ _ _ __ _ _ _ _ _ _ _ _= = = — _ 1 1 1 I FIGiURE3 ' _ _ _ _ _ _ _ _ _ _ _ _ _ _'_ - -'_ _ _ _ _ _ _ _ _ _'— _ —� _ _ _ _ _ _ _ _ _ _' _ �_ _ _ _ _ _ _ _ _ _'_ _ —1-- - - - - _ _ — — _ _ _ = I 1- - - - = =1- - - - - - - - - -� - - 1 - - - - - - - - -1- ' - - - - - - -I - - - -�- - - - - -- - - I FINAL GRADE • — — — — - -CLIPS INSTALLED: TWO ON SIDE VIEW •• I 1 1 1 — _ _ — _I— — — —1 I I N i- VENTrzl I_ TOP TWO ON BOTTOM • ' I L- - - -- - - J � _ _ _ _ _ _ _ j � _ _ _ _ _ __ , 8X16 C�2J�IC, BLQCIC�PIER w/ m I �' O DOOR d ' (2) #5 VERTICLA REBAR ON m m ai y 8" CMU, DAMPPROOFED 32" X 24"(IXYIP'CAONC. FTG. i i - o m - -4 ' �6"X8" FOOTING, (2) #5 REBAR �rkri �„ MINIMUM 3' BELOW GRADE `1' X O '� ON VENT FRAME ' �l'EP FOOTINGS AS REQUIRED N -' �' ¢' ' M 1-i c�i 2 I I X cC ' WITH SLOPED GRADE .fl o Q w @� A _ _ _ ____ __ __ __ _ _ _ X u_, I` M � �j V + - - - - - - - - -- - BEARING WALCABOV_E- - - - - - - _ - - - - --N 4 - - I I (�I � '`) L� +� FIGURE 2 SMART VENT® - O I I c' co . $X-16 CbNC:BLOCK-PIER w/ W >-- , O � ►,,,,,1 SIDE v1Eu1 (2) #5 VERTICLA REBAR ON _ - - - _ — — - - —-EARNGWALAO-V- _ - - - - I O 1 Q� SMART VENT MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTILATION VENT 32" X 24"�1.2'CONC. FTG. _ _ _ _ _ _ _ , r _ _ _ _ _ _ _ , _ _ _ _ _ _ _ , .� ,- ' PICAL) I I I 1 I I 1 I i }� INSTALLATION INSTRUCTIONS: ' � _ _ _ _ _ _ _ _ _ _ _ _ _'_ - - - _ _'_ — _ _ — = = = = =C = — — _ _ _ _ _ _ __�_ — — _ _ _ _ _ _ _ _ _'_ _ —1= = == =_ _ _ — _ _ _ = I U r..t ++ REMOVE ; I I - - - _ -l- - - - .-1- - - - -1- 1- - - -1- — — — — — — I m _ ,-, 1. VE VENT OR OM VENT FRAME.(TURN IDE WN,ROTATE M OF OR OUTWARD AND SLIDE UT) 2.PREPOARE A CLEANO 6 25RW DE BY 8.25"HIGH ROUGHSOPENIONG(APPROX. BLOCOK WIDE XOi BLOCK HIGH) OR EACH VOENT. EXISTING i IN. (3) 2X8 GIRDER, _IF_ ' ' MIN; 3 2X8 GIRDER lF ' ' MI I �' � M 'm�vl (V ) _ _ - , -- ( ) [V �- _ _- , - - - - ICJ. (3) 2X8 GIRD ER (VI I 00 `� .m ENSURE THE BOTTOM OF THE ROUGH OPENING IS NO MORE THAN 12"ABOVE THE FINISHED GRADE. CHIMNEY:, QJ 3.APPLY A BEAD OF HURRIBOND GRIP&SEAL OR EQUIVALENT ADHESIVE AROUND THE BACK OF THE FLANGE ON THE VENT I 6 t1 t1 6 1 11 6 r-2 /4 3 11 6 -1 r 11 I 11 i i N - -1 6 -1 I I w FRAME. (FIG.2) 4.INSERT INSTALLATION CLIPS INTO THE TWO SLOTS ON THE TOP AND TWO SLOTS ON THE BOTTOM OF THE FRAME. i O I - I I 5.THE SPRING ARM OF THE CLIPS SHOULD BE ON THE OUTSIDE OF THE VENT FRAME.COMPRESS THE BOTTOM TWO CLIPS ' N N AND BEGIN SLIPPING THE FRAME INTO THE OPENING.ENSURE THAT THE BOTTOM CLIPS ARE IN THE OPENING BEFORE ALLOW THEM TO DECOMPRESS. I , 6.WITH THE FRAME NOW IN THE OPENING,AND THE BOTTOM SPRINGS IN PLACE,COMPRESS THE TOP SPRINGS AND PUSH I I I (n THE VENT FRAME INTO THE OPENING COMPLETELY UNTIL THE FRAME IS FLUSH WITH THE WALL. I s X I w 7.RE-CHECK THAT FRAME IS SQUARE AND SLOTS ARE CLEAR OF DEBRIS,AND CAULK. I VERIFY GIRDER LOCATION N I I J E-1 B.INSTALL THE DOOR INTO FRAME BY GRASPING THE BOTTOM OF DOOR(WITH FLOAT PINS DOWN)AND FRONT(SMALL ' AND SPLICED JOISTS (REPLACE w I I lop N SCREEN IN FRONT). SLIDE DOOR INTO FRAME AND ROTATE UNTIL IT IS LATCHED. I , AS NECESSARY UNSUPPORTED - - - - - I 9.INSERT THE TOP STRAPS INTO THE TOP TWO STRAP SLOTS ABOUT TWO CLICKS. _ V 10.TO OPEN THE DOOR INSERT TWO CREDIT CARDS INTO THE FLOAT SLOTS AS SHOWN IN THE DIAGRAM.THIS WILL ; - - - _ - - t _ _ _ _ _ _ _ _ _ _ _ _ _ _ATGIRDER LOCATIONS- - _ _ - _ ; -- - - _ _ _ _ - - - _ _ - - _ - _ - - _ - - - - _ - - - _ _ - _ _ _ - - - _ - _ _ - ; O UNLATCH THE DOOR FOR REMOVAL AND CLEANING. IK/ I DETAILED SPECIFICATIONS: - a MATERIAL:STAINLESS STEEL - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - -2X8A-CQ-LfDGERFLASHED- - - - - - - - - I -I- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - ' OPERATION FLOOD:AUTOMATIC NON-POWERED ACTIVATION AND OPERATION VENT REMAINS CLOSED AND LOCKED O I —, ( GENERAL CONTRACTOR TO CONTACT ARCHITECT UNTIL ACTIVATED OPERATION AIR:AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG.FULLY CLOSED AT 35 DEG.NO POWER V REQUIRED LEDGER BOARD TO BE FASTENDED _ AFTER HOUSE IS LIFTED TO CONFIRM EXISTING STRUCTURE N TO BUILDING WITH TIMBERLOK® O 1 v ( AND UPDATE PLANS AS REQUIRED FOR ADDITIONAL N INSTALLATION: SELF-COUNTERSINKING SCREWS -1 ! < ( COLIMNS, GIRDERS, JOISTS, etc. SECURED W/4 STAINLESS STEEL INSTALLATION CLIPS INCLUDED AND AN ADHESIVE HYDROSTATIC RELIEF:200 SQ.FT PER SE F-COUOLYM C MANUFACTURING I cX., DO NOT POUR FOUNDATION UNTIL ARCHITECT UPDATES VENT.VENTILATION:51 SQ.IN.PER VENT 13YFOUNDATION PLAN. NOTE:VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION (2 SCREWS @ 32" O.C.) REQUIREMENTS FLOOD:MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS R1 (MM$=GIRDER ��) 25t$TCZ2ZT r GENERAL CONTRACTOR AND INSTALLER FOR FOUDATION ' 4 _________________ ___ _ _ _ _ _ _ TO VERIFY ALL DIMENSIONS AND ADJUST AS REQUIRED V MANUFACTURE AND PRODUCT INFORMATION: POST TO AN HOR T PRIOR TO CONSTRUCTION. CONTACT:1-877-441-8368 WWW.SMARTVENT.COM TO 16X16 CONC. PIER MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY:FEMA,NFIP,ICC,&ASCE MIN. T BELOW GRADE _ _ _ _ _ _ _ _ _ '�'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 81-011 01 op SUPPORTIVE DOCUMENTS,TB 1-08,44CFR 60.3(C)(5),ASCE 24-14 ICC EVALUATION#ESR-2074 1 I 3►_1►r __ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ 6`=p° = = = � 121-93/dlr ' 31'-103All aA'_A'A'1=X jZd CONCRUE FAQ e 4 COrqtlNL?OCYSAT.tXSE''OF'STAIR�'4, N PROPOSED CRAWLSPACE W E PROJECT NORTH- DRAWN: SCALE: 1/4" = V-011 S =' r -, SCALE: �.�: - JOB #: ACTUAL NORTH , r j' ..� 6/28/2024 t ; ,,•„ . n SHEET NUMBER: s:Y 9 ���`�k`sY •3 V! OL Aw 6 I __j A O 0 - - - - - - - - - - - - - - - - - - - - - - - H 0 --_— —_—'--- 3 n --- i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 FWG100611-4 SAAS H (2) 11-1/4 M HDR o = I = o 00 00 00 00 CN N N (2) 2X4 POST N F- (TYP) = SUNRO M PROPOSED DECK 00 N oo 00 N 5/4 DECKING AS SELECTED BY OWNERS N EX. CATHEDRAL C1G N I I WITH THIGH RAILING TO CODE cli I I p4 Ln I O w O 0 o cM (2) 2X4 POST I I N r-- �P)00 I I w W > z BANQUET =o 0 Q O O 00 N N v (= � � �D I TW3046-2 O 51-811 TW3046-2 EGRESS l PASS THROUGH (2 9-1/2 ML HDR (2 2X8 HDR (2 2X8 HDR 30" OPENING �- — — — — — — — — — — — — — — In Q ,i V N (2) 2X4 POST ce BEDROOM N 1 (TYP) o KITCHEN d- " I ' 9'-0" CLG 00 Q X ., tn a. ATHEDRAL CLG. (V " '` LIVING ROOM I _ N as � o g ! CATHEDRAL CLG. — jfl4 O In ; r t; Fr I cn rn �Dj 00 BUILD WALL UP TO RAFTERS GC TO REVIEW RAFTERS AND ,, ,, �5�-21/2�� � TIE-IN, SPLAICE/ADD AS REQ, I I I 4'-0" , 1 , BUILD WALL UP TO RAFTERS ON v.3 U) �/ — — , -- , - � $ -2 /4 GC TO REVIEW RAFTERS AND N r- -� (2 X8 HDR TIE-IN, SPLAICE/ADD AS REQ, L. _j I I I I 2'-6" ^ W L — I 2 2X8 HDR �t I I ,.. /D I N I II _ I 1 0 I Q ' N 011 411 to GE I I II I- BEDROOM No. 2 0 0 I .o o \ I I - - - CLG -� x 4 V UTILITY' o ENTRY BATH - - - - - - II N -0 CLG BLT 9 0 CLG O ROOM II v II INS I 9'-0" CLG I - - �,. , - - - - - - - - - - - — — + POST — — — — — — — — — — II r w — + I 3 n [�] II o 11 -9 /4 (2 2X8 HDR FEE a i EGRESS P� o I 0 TW3046-2 (, N PROPOSED PORCH N o m 12X6 CJ 6,16"OC � NWA -(3),2X10 GIRDER (WRAPPED) WALL LEGEND 1OX10 FG COLUMN ;®; ________ vc, EROJEC� W/6X6 ACQ POST -- -- WALL TO BE REMOVED �P) S x ACTUAL NORTH EXISTING WALL �-- NEW WALL PROPOSED FLOOR PLAN NOTE: — ;' q DRAWN: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL SCALE: 1/4" — 1'-O" � E�i soti ;; SCALE: [ INT.: 2X4 = 4-1/2", 2X6 = 6-1/2" ,EXT.: 2X4 = 4-", 2X6 = 6" ] All JOB#: r;, 'P Ar, DIMENSIONS OF NEW WALLS ARE FROM STUDS V ',� , 6/28/2024 [ EXT. / INT.: 2X4 = 3-1/2", 2X6 = 5-1/2 ] ,. �; �� SHEET NUMBER: Aow7 i O H EX. 2X4 EXISTING 2X4 RR @24"OC RR @24"OC SISTER (2) 5-1/2 ML TO EACH RAFTER (24"OC) (1 EACH SIDE) 40- x PAD OUT CUT 2X4 RR @24" OC 4 4 AT CT/ RR BACK TO BEAR ON WALL / NEW 1-3/4X5-1/2 (NO ADDITIONAL ♦ / L ML @24"OC STRUCTURE REQUIRED) ♦ O ♦ EXISTING 2X8 RR @24"OC (EXISTING STRUCTURE VIF ♦ EXISTING REPLACE AS REQUIRED) W d'fl Y:2X6 CJ @24"OC — - - —— EXCEPT AT COLLAR TIE ♦— DBL 2X8 COLLAR TES @48"OC THRU-BOLT ALL COLLAR TIES (3) 2X10 EA. SIDE (TYP) BEARING +1 WALLCN - � � N 1 1 ITCT4 LIVI W 10X10 FG ; PORCH ENTRY � COLUMN ; ' i 1 1 6X6 ACQ- POST O BANQUET n x . . SUNROOM � INSTALL BLOCKING II t BETWEEN JOISTS __ — - -- -- UNDER WALL FF EL 9.0 - — 5/4 DECKINGIII �� _ _— -- _ _ - _FF EL 9.0 W W TOF EL 8.4 2X6 ACQ @16 OC EX. 2X6 FJ EX. 2X F TOF EL 8.4 EX. 2X6 FJ EX. 2X6 F1 2X8 ACQ @I6"oc Z +/- ±/_ (2)2X8 ACQ 1111 SISTER (2) 2X6 TO EACH JOIST (3) 2X6 FLUSH 6X6 ACQ 2X6 ACQ SILL PLATE i / POST OVER TERMITE SHIELD +1 / (3)2X1O ACQ :. O O GRADE EL 6.1 +/- v AND SILL SEAL 8X16 CMU PIER (TYP) - / GIRDER C) C) / / (2) #5 VERT REBAR) Q 00 • �' ° d" / v GRADE EL 4.8 0 O 24"X12" CONC C v / Q rn UNDER STAIR 2" MIN. CONC. SLAB vp lb. _ _ _ _ _ 4 o 24 X12 CONC O 16X16 CONC. PIER / •e Q ,e •o D PIER UNDER STAIR rn 16X32X12 CONC, FTG r • CROSS SECTION A 0 SCALE: 1/4" = 1'-0" -� v m I~ o Xcy\ u rn m o d � x c w u aJ 00 0 1 � a 3 �cz u (n U 2. •.-� 2. 000 ) 1 1/4 N r a, O O ® 2" o ® ® O 2° • 1 1/4 1 1/4 11/4 11/2 4 W 2" t� SINK LAV b O O cc •• s • W.C. • W.M. D.W. 13" FASTENER TYPE: SPACING: SHOWER F.A.I. W No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH No.10 WOOD-SCREWS BASED ANCHOR WITH 16'OC 1 1/2 tin.EMBEDMENT LENGTH 1/4in.dia.IAGSCREW 3 O BASED ANCHOR WITH 16°OC C.O. I 2 2 1 1/4 � ,in.EMBEDMENT LENGTH • ® •® • ® T: ® o C.O. � ® 3/4-APA PLYWOOD 3 3 SHEATHING 4' 1/2`APA RATED SHEATHING C. GRADE PLYWOOD (ALTERNAT'IVIVE:7/16-O.S.B.) ® ® •• • • 1/2"APA RATED SHEATHING - - GRADE PLYWOOD O (ALTERNATIVIVE:7/16'O.S.B.) • 4 — FASTENER TYPE: SPACING: 2X4 DF#2 SLOPE" 1/4" PER FOOT PITCH TO DRAIN „ TO APROVED No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"DC � O 4 C.I. SEPTIC SYSTEM TRAP HOUSE WINDOW SILL tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10WOOD-SCREWS ° • ®® ° ' .a W BASED ANCHOR WITH lY OC PANEL SPAN EQUAL OR SMALLER 2,n.EMBEDMENT LENGTH THAN 4 FEET 1/41n.dia.LAGSCREw BASED ANCHOR WITH 16-OC Q tin.EMBEDMENT LENGTH TYPICAL DOOR OPENING PLUMBING S C H E M AT I C s • • • e PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: E STUDS NLNs�AND EQUAL OR SMALLER TOG HRWITHSAINiE L No.BWOOD-SCREW SCALE: NOT TO SCALE 1 THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR LENGTH 8"OC AND NUTS @ 2'-0"O.C. No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER [Iln,dia.LAGSCREWQ ED ANCHOR WITHTHAN 8 FEET EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING DRAWN: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SCALE: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO JOB #: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 6/28/2024 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. /a ' 1 +� 74 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. _ - , SHEET NUMBER: „I.. ?> �w A~ 8 _lz i WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W KING STUDS JLEND RAFTER WALL STUD WALL p r4,%, LEDGER CRIPPLE STUD BOTTOM PLATE O RIDGE BATHTUB HEADER : DOUBLE JOIST SIDEWALL P�1 RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS i BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION ILOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"02" 20ga. STRAP APPLY TO EACH JACK STUD ROOF I LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH C RIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD \� THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CA CRICKET AT TOP-SIDE OF •• VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER O w RAFTERS SILL PLATE(S) • WALL SHEATHING % AINTA VENTILAITION WOOD JOIST SIDEWALL FLASHING FOUNDATION • BLOCKING BLOCKING TOP PLATE - - - - FINISH WALL AND MOISTURE 2x4 LEDGER �j BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA (l""�� ✓ z AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ FLOCR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER �j Q INSTALL 4'0" O.C. •' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS '� ,J RESISTANT METAL MESH WITH MESH ON ALL OPENINGS .' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD O 0 INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION • AND SO AS TO MAINTAIN AIR SOFFITED EAVE oc 4 N-- 8" - 14" LSTA30 1-1/4"x30' 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" _ 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO 01 ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. EACH RAFTER CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS O 14" - 16 LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8' - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR SOFFITED EAVE DETAIL " ,' , ON ALL OPENINGS .',' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST ol v o M Qj U TOP PLATE GIRDER/HEADER ON 1-4 U SIDE WALL FLASHING O Lr) c-� S'.a � WOOD JOIST m ,., 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC 01 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION w U 4" - 8" LSTA36 1-1 4"x36' 18 a. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED 4J / 9 KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH Ln ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE p \ RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. O OVER RIDGE TO e 4 �r \ INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS G✓.� CONFORM TO SLOPE 'tt U 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS O dt � ¢� ON ALL OPENINGS 41 PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD Ln U �.f, _ DBL. SILL PLATE itt _4 U] TERMITE SHIELD r SUBFLOOR 00 SILL GASKET WOOD JOISTS N c) r r NEOPRENE CONC. SLAB GASKET . 2x6 /2x8 CONTINUOUS WOOD PLATE ATYP. CONC. FOUNDATION ' DAMPPROOF EXTERIOR � 6 MIL. POLY • Vy '� � I BOLTED TO STEEL BEAM WITH V GRANULAR FILL 6MIL POLY ON EXTERIOR !•Q •� 1/2 " DIA. BOLTS ® 48" o.c. STAG. • y STEEL COLUMN •� i • 4 I ' 4 -� a •� ° ROOF JACK �% �.� STEEL BEAM e v a CONC. SLAB •� �•• v ANCHOR BOLT EMBEDMENT: 4" x 1/4" x 8" STEEL w r,•• ° C POURED CONCRETE: 7" �. - V TOP AND BOTTOM PLATE �1 � � � COMPACT FILL =o r BLOCK WALL: 15" ROOFING LAPS ,• �4•p i * • • '• FLASHING AT . WITH 1/2" x 6" ANCHOR BOLT F.y KEYWAY FOOTING e V �►•' c, a CONC. FTG. •p ,4 Q•p L o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �. 1/2" GROUT U �. ° y ; O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �• O pp p REINFORCING BAR w - w FOUNDATION 5/8" DIA. ANCHOR BOLT i I i 3" STEEL COLUMN a) DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) (n SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC STEEL BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION / N ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL (SLAB-ON-GRADE) �—SUB FLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE COMPACT FILL , —.y � JOIST ' II USE 2X8 STEEL BEAM ,•". FOR BLOCKOUT • P.T. PLATE W/ 6X6AWMM SLOPE W 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' ,, '.•Q AT AIR S AC E `� < .r 7 1 2" = •• : TO B E APROX. 1 2" OR HIGHER THAN • ° WITH A NAILING PLATE IF NEEDED • � � � AT END AND �• .� • • n • - •• , - / __ -s - �'Lf•Q BEAMS OMES F WOOD o� D e o 4 SHRINKAGE (PROVIDESTEE STRAPPING TO KEE BEAM TO ALLOW P JOISTS OISTS AL GNED) GRADE __ _ _ ° O ° 4 , a-- -cr- -v . 4 . 4 . 4 •� ,'r � � 6X6 W.W.M. ,- -a - a �.� Q- a• ° _��i 4 e °p 12" s' o .'L� •o •• �•� •� N,•r .° �`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM 4 4 —SUB FLOOR MIN. r�.n �• ° REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM e s ��-�� • 4 • D •• REINFORCING BAR e•• a C O•,°•e yo - GIST DRAIN TILE If—►� 12 ° : SHEET METAL / 30# FELT UNDER BEAM AT POINT ��• O• O• ° n7 STEEL BEAM • OF CONTACT WITH CONCRETE OR CONC. BLOCK _ i i „ e • 3„ PLATE (BOLTED T EAM) I` TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w aw SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. +sr, DRAIN: 3" MINIMUM BEARING SURFACE FOR WOOD BEAM : GARAGE DOOR BLOCKOUT , SCALE: BEAM POCKET JOB #: 6/28/2024 SHEET NUMBER: � �a ' A. 9 i [FIRE ODE: 2020 IRC, 2020 NYS UNIFORM O CLIMATIC&GEOGRAPHIC DESIGN CRITERIA PREVENTION AND BUILDING C ODE H GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 6 SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: wE--•1 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4 DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 W CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. O LEDGER RIDGE HEADER • DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. z� RAFTER JACK STUDS All fasteners,hangers and anchors to be galvinized or stainless steel. r r t0 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored IN IN into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24N12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT30RRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger.Lapping up the sheathing 1-1/2"SPACE and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts at 16"o.c. MINIMUM — ` 6).Concrete piers shall be a minimum 6"above grade. TWA 1 PP with h HANDRAILS supported joists to be All) RAFTER 7 . su hangers and anchors. Each Joist shall also be anchored V 1 g to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal O w 0 POST for any contact with ACQ. TOP PLATE TOP PLATE BALUSTERS �j Iwo RIM/DECK JOIST C HANDRAIL NOTES: WALL STUD WALL STUD c All required handrails shall be of one of the following types Q OPEN BALUSTER ATTACHED TO WALL L�j or provided equivalent graspability. a HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1.Handrails with circular cross section shall have an O 0M RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater O W ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH Op OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches.If the handrail is not circular it shall have a RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater I•—� SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION P g EACH RAFTER than 6-1/4 inches with a maximum cross section of C) CONNECT TO CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATES TO EACH STUD PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type 11.Handrails with a perimeter greater than 6-1/4 �T inches shall provide graspable finger recess area on both 1� sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"DIA.MAXIMUM profile.The required depth shall continue for at least 3/8 GIRDER/HEADER inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER o handrail above the recess shall be 1-1/4 inches to a CD maximum of 2-3/4 inches.Edges shall have a minimum r'I JOIST POST/COLUMN o ° o radius of 0.01 inches. (� N IV O 0 `D ° POST/COLUMN m u M NAILING SCHEDULE X ^ UU �p m � O GIRDER/HEADERSHEATHING H I - JOINT DESCRIPTION NAIL NAIL NOTES X O tz QTY. SPACING POST-TO-GIRDER/HEADER CONNECTION al AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC CIO L ) v SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN � LOCATION NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTIO u \ DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: N NAIL NAIL USP .0 HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2)1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NOTES M U m JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIS QTY. SPACING 4-1 RAFTER TO 8'WALL: 3-8d COMMO EACH TOE-NAIL TOP PLATE W WALL:4-8d COMMO RAFTER cn ^, CEILING JOIST 8'WALL: 3-8d COMMO EACH d� I ­4 TO TOP PLATE TOE-NAIL W WALL:4-8d COMMO JOIST 00 N a) CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ° PARALLEL RAFTER WFCM-SBC LAP NAIL 4 BEARING PLATE W ••.�•'••., BEARING CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �.,./ GIRDER OVER PARTITION WFCM-SBC LAP NAIL ° y::r: COLLAR TIE AS PER TABLE 3.4 EACH FACE _ TO RAFTER WFCM-SBC END NAIL ° s" BLOCKING EACH TO WOOD JOIST E; ',i�. TO RAFTER 2-8d COMMON END NAIL MM • s %~}; RIM BOARD EACH END LEDGER I I : 2-16d COMMON ° GIRDER/HEADER CONCRETE PIER '..` TO RAFTER END NAIL WOOD JOIST ••,,.••• ����••� ••.• ..� w� ~ WOOD JOIST ~••, .,; ••' , "•••.,,,.:,;=i��:„ WALL FRAMING: O • "�~.•1 • •� ��� JOINT DESCRIPTION NOTES NAIL NAIL C1� ....... .......... QTY. SPACING Cn FLUSH JOISTS WITH HEADER/GIRDER •• DOUBLE 2x TOP PLATE TO PER 1 2-16d COMMOP I FACE NAIL CEILING JOIST TO BLDG.CONNECTION (MINIMUM) TOP PLATE FOOT y ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE �(J LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. 11 OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4-16d COMMO EA.SIDE NAIL [� IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I STUD TO 2-16d COMMO 24" FACE y a REQUIRED••••••; •;i:•II (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL FOR STU 'y;•••••""• (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE • HEADER TO 16d COMMON 16"O.C. FACE ........ ..........•: • HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER II TOP OR BOTTOM 2-16d COMMOP I PER 20 STUD END TOP PIECE OF SIDING AND .► PLATE TO STUD 3-16d COMMOP I PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. : : ; BOTTOM PLATE TO: V •'f ••i........THREADED ROD PER PIECE OF SIDING BELOW ° FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT FACE NAIL 1/2"DIA.LAG BOLTS W/WASHERS x'c'":: `; `'••••• CNW COUPLER NUT END JOIST OR BLOCKING A ,�// CONNECTED TO BLDG. @16"OC G SERINER POST W IN �• T • �' MINIMUM DECK FRAMING: •,%"' ° END DISTANCE JOINT DESCRIPTION NAIL NAILTHRU NOTES BOLTS t. "• •;,,,t. :+• QTY. SPACING P644 POST a ..�•�.,,, .......• .�,,.•••,..•••''• . JOIST TO: PER TOE "dia. FLOOR FRAMING ANCHOR .O PIER Is^TREAD ( ems•'~; ,, • .S• -.•••' MINIMUM % w 4-Sd COMMO 2x JOISTS .° �.• ••�_••••' o SILL,TOP PLATE OR GIRDER JOIST NAIL o o `o o EN5 D,11 XNCE «« •• �'!t %r• e• . +• •. 12"x12"x12" •''• r BRIDGING 2-8d COMMO EACH TOE _ * • q \•, •o • ..• ,,, --;�•• • TO JOIST END NAIL C CONGSLAB •',a .7 �p•,1•g; ���ti, CONCRETE FOOTING « a « « a « BLOCKING FOR (AS REQ.) 'Q L,,, ; •I „ w w ,• BLOCKING EACH TOE JOIST HANGER 2-8d COMMO ls TO JOIST END NAI BLOCKING TO: EACH T ;•' 8'dia. • ''� DECK PIER ', • •• , 3-16d COMMO LAG BOLTS •� 3,_O Q o b POR C. PER PLAN ♦ HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK AIL RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH ACE • '•a INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION TO BEAM 3-I6d COMMOP I JOIST ( _-1 LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER ` , DRAWN: 3-8d COMMO ��' )�wY DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTINGTO BEAM JOIST -+, SCALE: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTINGBAND JOIST 3-16d COMMO PER ,u 1 Y3 "��` TO JOIST JOIST • .•F JOB #: BAND JOIST TO: PER' r 6/28/2024 SILL OR TOP PLATE 2-16d COMMO FOOT AE rn r� • �` SHEET NUMBER: � •Orr�a O H WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES . 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING. OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS) E---1 CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT ll TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) F--� 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 01.7 O UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L118180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE (STORAGE) EXTERIOR(LIGHT FRAME)STEEL WALLS 14 ( ) P P P UNINHABITABLE ATTICS STORAGE 20 NO FINISHED CEILING OVER PARTITION WFCM -SBC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 3o INTERIOR(LIGHT FRAME)WOOD WALLS to COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME STEEL WALLS 5 FLOORS L/360 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM- SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 " ) CEILINGS PLASTER,STUCCO V360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the MASONRY WALLS(8 THICK) 80 ( ) r should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 4o CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/24o rl accordance with table 3.3. TO RAFTER 2 -8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS V240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5) PER 20 SQ. IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360 4 .WALL ASSEMBLY TO FOUNDATION: 2 -lbd COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION (QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) specific use expressed or implied in the use of these plans. P g P P g, TOP PLATE 2-16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE ROOF - FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE CA or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2- 16d COMMON EGRESS Sym.: SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c. at the panel edges and 12" o.c. in the field, and O.C. NAIL HEADER TO 16"O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON SMOKE &CO2 DETECTORS ST CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL O 0 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END I TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE Il EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: (� FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Z FOOT SEE NOTE: 1,2 Q' 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Q ) FLOOR FRAMING: FLOOD LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) O O 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY- SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - O x 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4- 8d COMMONJOIST NAIL 8). coNNECT1oNSARouNDEXTER1oRWALLOPENINGs: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: O Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE L/1 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING 2 - 8d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD FT F+I 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. . 8d COMMON 12'O.C. (BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95/o relative density with g 3 -16d COMMON @ @ 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMONNOTES PER TOE CD 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL r__I N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PER END N u the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 -16d COMMONJOIST NAIL �' Ou 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, cn 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. +t ) P 2 -16d COMMO X Lt) � y Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 co m C) FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. E 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � a For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. O x O � 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"AT'thick concrete footing. JOINT DESCRIPTION NAIL NAIL n5 @ M +� Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For .� 4, 4u below fade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. u � 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. g P g STRUCTURAL PANEL Sd WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: `t 'U Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. Z 01 � � CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES x 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION r Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) Ln U 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. � m where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD �, � _44). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. 5d COOLERS 00 6). Concrete piers shall be a minimum 6" above grade. Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE: 3 (V u u openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: .0 w openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES 4 openings between a and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY.. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. W anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3" O.C. EDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with •� Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 107" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. V O.C . IELD" on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. O 7). Provide 2 - 1-3/4"thick microlams ( height to match floor joists) around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: I) other access openings unless otherwise noted (typical). mot' � - 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fy QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state Code and manufacture's recommendation for maximum hole Size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. O� where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR ).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 8d COMMO 12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9 Provide blocking/bridgingin floor joists at 8'0 o.c.. Use solid blockingin floor joists MIN.44"SILL-AFF N OTE,S• NYS Residential Code R302.11-FIREBLOCKING REQUIRED "100 under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. " 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 U 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, ►�/ 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, Shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of g TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 'y. 2).When wall sheathing is continuous over connected P ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or .: approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 s torch down type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G ; ^� �►,,.. •. � '`�� DRAWN: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAPC;t.t, AND BASES.USE WITH FLASHING CAPS TO SCALE: COVERTOP r(� �, _r f JOB #: e9 aairk, (ram 6/28/2024 SHEET NUMBER: V As i SITE DATA PROPERTY: 9,800 SF 0.225 ac. -•----- -------•- O NON CONFORMING LOT: ZONE: R-40 FRONT: 35' SIDE 1: 10' \ (280-124) SETBACKS: LOT COVERAGE: 20% REAR: 35' SIDE 2: 15' L C' •\ MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE: 280-207 MAX. GFA: \ •\ (280-4,280-208) 35' 10'h (AVG), 454 ANGLE 2100.0 SF DESCRIPTION: AREA LOT COVERAGE: bo s EXISTING HOUSE: 922.6 SF 9.41 % ® o 60 PROPOSED PORCH: 80.0 SF 0.82 % ❑ n ® o ® of ® ( PROPOSED DECK: 387.7 SF 3.95 % TOTAL: 1390.3 SF 14.18 /o FF EL 6.96 'GRADE EL 6 1 RADE EL 5.5 r-1 -'-'- METES AND BOUNDS: SURVEYOR: NATHAN TAFT CORWIN III DATE SURVEYED: MAY 15, 2013 GRADE EL 5.5 PROPOSED SOUTH ELEVATION SCTM: 1000-77-01-06 ELEVATIONS REFRENCE: NAVD 19$8 EXISTING SOUTH ELEVATION GFA CALCULATIONS LOCATION: AREA: PROPERTY: 9800.0 SF (280-207d) GFA PERMITTED: 2100.0 ETA EXISTING 1ST. FLOOR: 922.6 SF TOTAL EXISTING: SEAWARD EDGE SEAWARD EDGE O W HIGH WATER MARK HIGH WATER MARK ALONG BULKHEAD OF MEADOW ALONG BULKHEAD OF MEADOW BB2.1 BB2.2 BB2.2 BB2.2 BB2.2 BB 2.1 WOOD BULKHEAD TB 3.3 WOOD BULKHEAD TB 3.3 TB 4.3 TB 3.3 T 4.3 TB 3.3 WOOD WOOD Z �. BULKHEAD BULKHEAD Q� SAND ' . SAND N 450 24' 40" E 70.00 A Q C NC WA N 450 24' 40" E 70.00' STORM WATER MANAGEMENT DETAILS C NC.W WALK WALK O O - - - LOCATION: SF AREA: 100°b RUNOFF AT DRYWELL DU ILL, RAIN PER HOUR PROVIDE: CAPACITY: SAND _ - _ SAND D .. - .. NEW DRIVEWAY 546 SQ.FT. 9LY CU.FT. (7)8'dia.,3'deep 84S CU.FT. 0 r 3.4 WOOD EDGING 00 WOOD EDGING 0 Q� 0 B'THILK REINFORCED CONCP ETE 4 O TRAFFIC REAkINGSLAIL W +3.3 CCAST II-INLET 3.3 O 0 0 3'ASPHALT ROAD SURFACE ON 4" Q C E COMPACTED 0.CA RI END. GRATEfi FRAME TYPICAL r O J 0 In � 0 ..J » a W e- Q rn �- 0 w m 0 ` CONCRETE r W = CONCRETE CONCRETE = CONCRETE TROUGH uj TROUGH �-- TROUGH TROUGH PRELAS LONLRE F � W . .ai', ,. CHIIANEY J O m � -4 O m 00 -4 Q O / 0. O 111 o o m DRAM GE HPEE TYPICAL BEARING 151 ------0 z-- - ----- 1 151 -------0 F---- - --- 1 o 1-- Ln 1- Ln ]all t•-4 19 PRFCCASFME[EIXJCRETFFP ! 4-1 C,4 Q� _ < OO m LEACHING RING. 1` O Lri ' Lnn r S1LTiFENCE min SI FEN ' , a - oo F� a) � I I Jr I _ _01111 /X/�, ,/� u CLEAN SANDGRAVEL FILL6 W/ u, .FJ - I iz .n I -� , GROUND' 40 TO Mln 10'r Dbmeter CLEAN SAND 6 .CJ..{ , ' I I x' Min- GRAVELFIIL O l� 'm - 0 31.9' C) u - - U 4- - - 4.l 13.3' I - 4 4.1 13.3' - -- Op I a� u I --;;PROPOSEq C3 OHO .r F d ND DO DECK 4 4.8 F �+ u I ! I I u m m 5.5' CONC_PAD CON .P I$'o'HAx. c.rD c. �� ON GRADEE 19.1' i ♦ ON RA 19.1 5 ' (J r-I -- cn 4.9 I Ln I I / 4.9 I n I GRADE \ v� rl- F E - LL V L� _ _+ - - - - - "' EXISTING 1 STORY - - - ' 00 5 5 - - - - L TOPISOIL I - - M EXISTING 1 STOR ' - - - -5 LL °' 5 FRAMED HOUSE I " \ LOCATION / " f ,r.s ZD a o W L m , FRAMED HOUSE m „ ,� ,� - FF 6.96' cV ♦ I i FF 9.0' I `� I FE CF I I 1 HFATIN ��� ONCRETr� l ASHO E 3�1.9' TAN 32.3' i 1>�� ut 32lp� .3' I $ 7 A� ;__� FAO 1. 1 0� ��� PERSPECTIVE VIEW W � I 5.5 stoop - - 6.7 5,7 (�� �� 3,.9 5.5 PROPOSED-PORCH 6-7 _ _ _ _ _ -I _ _ - - - - I 2� 6_ - - - - -� - I 2� 36" MINIMUM 2 x 2 H 6 ` ----- --- ------ ''� u FENCE POST 4„ t ! PROPOSED CATCH BASIN ,I; �/� vis'xs'DRYWrLL 'F WOVEN WIRE FENCE VJ (6x6 - 10/10 WWF) _ ED ASPHALI iY1 I FILTER CLOTH0 xmG DRIVEWAY, . . C o TO IE REMOVED TROUGH 6.9+ %D TROUGH E c E uV DRIVEW C r- IyCJ 7- - - - - -- - - - - - - 7- - - - - -- - - - - ,T _ c StOPf N m - - - - - - - - - m FF - -;F- - - - - - - �- 0 O O 7 N 0 , PROPOSED " 7 N GR,�D A U G - 5 2025 - IMPERVIOUS I EMBED FILTER CLOTH f CONIC REfE d In DRIVEWAY M MIN. 6" INTO GROUND Z TRO GH ° Z ONCRETE 1 „ I ° 8- - - - - - - - - - _ - - - - _ - - 8- _ _ TROUGH _ - - - -- - - - a _8 d' S1tT_fEh}CE-__ J -g d' NOTE: Ta��n of�auti�alc V RAINAGE 84 ° ' " B S 45° 24' 40" W 8.4 ONTRANCEON •, 70•00' B 1/2 ACRE 100LINEAR FEET 1/2 ACRE / 100 LINEAR FEET `WJ S 45 24 40 W SECTION DETAIL +F Qi v�' �NVE _ 14 OAK A\)EN u1� A1� N� SILT FENCE DETAILS oAo EXISTING SITE PLAN PROPOSED SITE PLAN SCALE: 1" = 20'-01' �' �' SCALE: 1" = 20'-011 SU ER I DS .A . DRAWN: 5ICALE: JOB#: 6/28/2024 »� SHEET NUMBER: i O r� w so w N O IN 00 bocn -------- Iffil HUM[ � z I � A N — _ _ FF EL 9.0 GRADE EL 6.7 V1 GRADE EL 5.5 PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" 0 M cu � Ou .5 U O ^ U Lr v U u 4 ;..q (71% :fl. U) N cu G , > V s� O ® o V— � V FF EL 6.96 FF EL 6.96 — - - — — - - — GRADE EL 6.7 GRADE EL 5.5 EXISTING SOUTH ELEVATION DRAWN: SCALE: 1/4" = 1'-0" - - • ' SCALE: h JOB#: 6/28/2024 r' SHEET NUMBER: Arl I L I i O H W — O IL W _FF EL 9.0 _ _ _ O O FF EL 9.0 W W GRADE EL 6.7 GRADE EL 4.800 O O O �+ PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" w 0 e--I m G 0 ON 4- o Lo +; lcn O }; � g v u Lo U N .o W - w H I �-k r *i el imEm I W- NO FROM< oCJ uuN V GRADE EL 6.7 FF EL 6.96_ _ _ — — _ _ —FF EL 6.96 x+ GRADE EL 4.8 f EXISTING EAST ELEVATION ,s. SCALE: 1/4" = 1'-0" N +11 DRAWN: - r SCALE: JOB#: 6/28/2024 SHEET NUMBER: .: .. i O H w H , W r � W r r� V 1 I oo O w o -1.LLIJ FF EL 9.0— _ — — _ FF EL 9.0 I O o 00 GRADE EL 4.8 GRADE EL 4.1 �l H � PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" 0 N v 01� 4-A u xo " .2 all e--+ '0 2 U O }; p. cz �.n v 00 Ln Lr) U o ON W, *146 / W V O cn M� <C ~ O x ' FF EL 6.96 — — FF EL 8.0 — — - — I GRADE EL 4.8 GRADE EL 4.1 EXISTING NORTH ELEVATION DRAWN: SCALE: SCALE: 1 4" = V-0" �W / JOB#: 6/28/2024 r .; -°{'• . �•�:��"'` SHEET NUMBER: P� ' A� 3 I i O H W H W H W O o — FF EL 9.0 — — FF EL 9.0 — O O GRADE EL 5.5 O 00 GRADE EL 4.1 PROPOSED WEST ELEVATION w SCALE: 1/4" = V-0" CD N v M � � �u � 4-` X io ^„ � m op ,� Z w x u u U CIN, 1 N v o W Cn Jim, F I Lj W H V O N I � — FF EL 6.96_ — FF EL 6.96— V GRADE EL 5.5 x GRADE EL 4.1 EXISTING WEST ELEVATION SCALE: 1/4" = V-0" t DRAWN: SCALE: 4 - JOB#: 6/28/2024 w ° 1 SHEET NUMBER: Am,4 i d= = --Ls =�=r=� FI. � °,p >4 p 124!'N-X/�1�'2;d Cbl�1�RE �F P CQI 'IN^S ?US k`f�AS�/�OFf'p TAIRS�' ,a ° _ _ _ ^ d _ `� S _ I , I ' - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -311_103 A11- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12'-11/411 8'-103All 8'-103All e s a a s a a x a x x a a s x a s a a a x a z s a s s m ¢ a s n x x a ¢ z x a a x x x x x s x x x x x c s s c ¢ c c c s s n n x x c x c s c c c c s c n s L L c c s s c L x x s c 1_ 11 r- O r-- ---------------------------------- - --- --- - - - - - - - - - - ---------- --- 1 I (3) 2X10 ACQ GIRDER (3) 2X10 ACQ GIRDER (3) 2XI0 ACQ GIRDER I I-Q = I i V - - - - - - - - - - - - I O O \ i d O 16X16 CONC. PIER , 10 � 131_11/4?1 MIN. 3' BELOW GRADE I ` O (TYPICAL) VO ' m N ^ I N - - - - - -OODVENT- - - - - - - -2X10-ACRAGWM, DUAL FUNCTION FLOOD AND VENTILATION VENT z - - - - - - - - - - - - - - 11u - - - - - - - - - - - - - - - , 1 PROPOSED DECK [ o uu IIII t^ I I U 1'-4 1/4" R/O 0 Q (Oj I IIII 1 , A w t 0 ; ; 8'-43/411 8'-43/411 N f v le - EX. 2X6 FJ R16"OC y ; 1_ ►► r 11 I 1 IIII CO1 1,41 14 1 -0 ( CLIP SLOTS USE TWO TOP I I X I _ AND TWO BOTTOM ' ' I n (3) 2X10 ACQ GIRDER i (3) 2X10 ACQ GIRDER i O� IF --I III- 16X16 CONC. PIER i BEHIND THE RODENT SCREEN, LOUVERS I 1111 I V MIN. 3' BELOW GRADE AUTOMATICALLY OPEN AND CLOSE WITH ' 1 ' I I 8 I I O (TYPICAL) 1/4" fh . I �p I I IIII I I -� I I --I111-�j I I O � I EX. 2X6 FJ 16" C nn w ; , 0 181-91/211 `•1 I I 'N IIII � I 1 � O O H1 I IIII V ' ' X Q1_43/411 8'-43/41' -! .� -_ �! I 1 II11 X I I N O u I I 1 IIII X I9 W' ' • . I I No IIII N I I ► 11 1 11 a a• Q•• a I I 1 5 11 IIII M / 5 11 I I 1 - 1 -0 O a ' Jr -1 O�8 11�I 5 -1 O�8 • 3 2X10 AC GIRDER • d i Q (3) 2X10 ACQ GIRDER i FLOAT SLOTS ` - ' ' - - -I H I- " ' I I , FLC- - -VENT-2�16��T. aFLAS{�i-ED- -FLOOD-�/�NT- - - -_- FIGURE 1 a q (3) 2X6 FLUSH l - (3) 2X6 FLUSH I FRONT VIEW , - �— - - I[ FRONT i- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -_-_-8X16'COBLOCKPtERw/ , ® O O HURRIE30ND GRIP At SEAL ( ) 2 #5 VERTICLA REBAR ON V EXISTING CRAWL SPACE TO BE REBUILT ; I ; LEDGER BOARD TO E FASTENDED O , 00 ADHESIVE LOCATION ; , g ; 32" X 24" X 12" CONC. FTG. O THROUGHT TO MEET CURRENT NYS CODE TO BUILDING WITH TIMBERLOK® (FLANGE) ° § -COUNTERSINKING SCREWS O CRAWLSPACE AREA: 925.4 SF CRAWLSPACE ACCESS TBD ; • BY OLYMPIC MANUFACTURING V] e . _ I I }� 1 VENT/200 SF REQUIRED � � WITH OWNERS (V1F) (2 SCREWS @ 2 O.C.) e , , 925.4/ 200 = 5 VENTS x e ' N Q o m 61_111 61_11, 61_23/4,► E ! 61_111 Lu �° 6►_1 I • I 1 e l I I • „ • ; MIN. (3) 2X8 GIRDER ZVIF) - -- ; ; MtN; (3) 2X8 GIRDER �lIF) ; ; A ; MIN; (3) 2X8 GIRD R (VIF) 12" MAX FROM I I _ _ _ _ _ __ - - - -- _! 1 1 I _ I _ 1 e I I 1 1 .p - - r- - - - - - - - - - - p FIGURE FINAL GRADE .• I � __ _ _ _ _ _ _ _ _ _ _ _'_ - -1= === =__ _ _ _� _ -C = = = = == - - = _1= _ = =1='�_ = = = = = = ='- = -1 - - = I - - - -- - - - - - -- -- - - - - - - - -- -- -- -- --- - - _ - - _ - - - - - - _ CLIPS INSTALLED: TWO ON SIDE VIEW e s I VENT TOP TWO ON BOTTOM : . e 8X16 C�1C, BLQCK PIER w/ , , , G O DOOR �. a e e (2) #5 VERTICLA REBAR ON I I M aj u 8" CMU, DAMPPROOFED s x 32" X 24" X 12" CONC. FTG. , , �. u 16"X8" FOOTING, (2) #5 REBAR ,�;; e e (TYPICAL) _ o m ' 1 1 MINIMUM T BELOW GRADE cxv O Q 1 I v 2 v FRAME ' e w N Z n M , I M X O t� vENT STEP FOOTINGS AS REQUIRED e ° ' ' r' 0 '-' �^ WITH SLOPED GRADE � o Q � � F 1 � 1 � fh r-1 >. m g � _ x ^ Z FIGURE 2 SMART VENT® 4 --------- 9X16 BEARIAG WAlCABOVE~`-- ----- - -— �-F— 4_ - - -- R ^ a N a� oo ' —$XISbT•z. BLbCK PIER w/ - I- t r ! I 4 1 O r-I SIDE VIEW + (2) #5 VERTICLA REBAR ON •-- - - - - - - - - - - - - °�--°--c- �- �ms-a ��� 1 � �A :v u � n " n " c o-I - - - - - - - - + - - - -�E9RI_NG�YII�UTAE :rY---_ ---- -- - - - I �� O I � SMART VENT MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTILATION VENT , 32 X,244�12_CONC. FTG. _ _ _ _ _ _ _ , e ,- _ _— _ _ _ _ , _ _ _ _ _ _ _ , .", u d' cz I ` (TYPICAL) I I I 1 1 1 I INSTALLATION INSTRUCTIONS: - - - - I I Lo U I - - - -- - - ^l-1 .tevr­4 1.REMOVE VENT DOOR FROM VENT FRAME.(TURN UPSIDE DOWN,ROTATE BOTTOM OF DOOR OUTWARD AND SLIDE OUT) i , , , 2.PREPARE A CLEAN 16.25"WIDE BY 8.25"HIGH ROUGH OPENING(APPROX.1 BLOCK WIDE X I BLOCK HIGH) FOR EACH VENT. EXISTING I , e MIN. (3) 2X8 GIRDER'�(VIF)_ _ __, i _ MIN; (3) 2X8 GIRDER tVIF�_ _ _ _ ; _ _ _ _MIt j. (3) 2X8 GIRD ER IV i cis ENSURE THE BOTTOM OF THE ROUGH OPENING IS NO MORE THAN 12"ABOVE THE FINISHED GRADE. CHIMNEY, ', ` e e e r I I N 3.APPLY A BEAD OF HURRIBOND GRIP&SEAL OR EQUIVALENT ADHESIVE AROUND THE BACK OF THE FLANGE ON THE VENT ° ° 1 6'-1" 6'-1" e a 6'-23/411 e M 6'`1 T' 61.111 ' ' O (� 3 FRAME.(FIG.2) V U I s O 4.lNSERT INSTALLATION CLIPS INTO THE TWO SLOTS ON THE TOP AND TWO SLOTS ON THE BOTTOM OF THE FRAME. I , � I e � � •_——„ —_ 5.THE SPRING ARM OF THE CLIPS SHOULD BE ON THE OUTSIDE Of THE VENT FRAME.COMPRESS THE BOTTOM TWO CLIPS -- . --y I AND BEGIN SLIPPING THE FRAME INTO THE OPENING.ENSURE THAT THE BOTTOM CLIPS ARE IN THE OPENING BEFORE ALLOW THEM TO DECOMPRESS. I I 6.WITH THE FRAME NOW IN THE OPENING,AND THE BOTTOM SPRINGS IN PLACE,COMPRESS THE TOP SPRINGS AND PUSH , [ ° _ e '- \0 ~ 1 I (f) THE VENT FRAME INTO THE OPENING COMPLETELY UNTIL THE FRAME IS FLUSH WITH THE WALL. ' , 1 _-- m -� e 1 - - - - - - - - - - - - e ' ' W 7.RE-CHECK THAT FRAME IS SQUARE AND SLOTS ARE CLEAR OF DEBRIS,AND CAULK. e y M VERIFY GIRDER LOCATION e e N I 1 H B.INSTALL THE DOOR INTO FRAME BY GRASPING THE BOTTOM OF DOOR(WITH FLOAT PINS DOWN)AND FRONT(SMALL I I a = AND SPLICED JOISTS (REPLACE " ' w ' ' SCREEN IN FRONT). SLIDE DOOR INTO FRAME AND ROTATE UNTIL IT IS LATCHED. I ' ' y e AS NECESSARY IF UNSUPPORTED - - - - - - - e M I e I 9.INSERT THE TOP STRAPS INTO THE TOP TWO STRAP SLOTS ABOUT TWO CLICKS. A I ! I 1 p U I le A - - - - - ' ' 10.T0 OPEN THE DOOR INSERT TWO CREDIT CARDS INTO THE FLOAT SLOTS AS SHOWN IN THE DIAGRAM.THIS WILL 1 f � _ __ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _AT GIRDED LQCATjQNS_ _ _ _ _ _ , �,�,� _ _ _ _ _ _ _ _ _ _ _ _ _ O e , UNLATCH THE DOOR FOR REMOVAL AND CLEANING. I + I DETAILED SPECIFICATIONS: MATERIAL:STAINLESS STEEL I 2X8 A Q-Lf E LASHE - - - - - - - TT _I OPERATION FLOOD:AUTOMATIC NON-POWERED ACTIVATION AND OPERATION VENT REMAINS CLOSED AND LOCKED ® I -, I I GENERAL CONTRACTOR TO CONTACT ARCHITECT y °� UNTIL ACTIVATED OPERATION AIR:AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG.FULLY CLOSED AT 35 DEG.NO POWER I 0 V REQUIRED LEDGER BOARD TO BE FASTENDED _ AFTER HOUSE IS LIFTED TO CONFIRM EXISTING STRUCTURE N I I O I I TO BUILDING WITH TIMBERLOK® O ' ' v =o I I AND UPDATE PLANS AS REQUIRED FOR ADDITIONAL H INSTALLATION: SELF-COUNTERSINKING SCREWS � � � � .40 � � COLIMNS, GIRDERS, JOISTS, etc. SECURED TI4 TION 51S STEEL INSTALLATION CLIPS INCLUDED AND AN ADHESIVE HYDROSTATIC RELIEF:200 SQ.FT PER BY OLYMPIC MANUFACTURING ( 1 x I ' I DO NOT POUR FOUNDATION UNTIL ARCHITECT UPDATES VENT.VENTILATION:51 SQ.IN.PER VENT ' I N ' ' NOTE:VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION (2 SCREWS @ 32" O.C.) s _ _ _ s , FOUNDATION PLAN. REQUIREMENTS FLOOD:MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS - GENERAL CONTRACTOR AND INSTALLER FOR FOUDATION - z 2 �'" 70" ' - )2 11�b C 2TER TO VERIFY ALL DIMENSIONS AND ADJUST AS REQUIRED V MANUFACTURE AND PRODUCT INFORMATION: ----- --- --- ---- ----,-------- —_—_ CONTACT:1-877-441-8368 WWW.SMARN POST TO AN HOR PRIOR TO CONSTRUCTION. ENT.COM TO 16X16 CONC. PIER 1 11 j 1 11 MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY:FEMA,NFIP,ICC,6 ASCE MIN. 3' BELOW GRADE _ ________ ___ _ __ __ _ _ __ _ _ _ 8 `O v 10, SUPPORTIVE DOCUMENTS,TB 1-08,44CFR 60.3(C)(5),ASCE 24-14 ICC EVALUATION#ESR-2074 lea I 3'-1" _ _ _ _ _ _ _ _ _ __ _ _____ __ _ _ 16`=pL == =� 12'-93/4" oo 31'-103All 4J a Cc01f- NlJOtpS AT R SF,JOE STAIR nN 4 PROJECT NORTF DRAWN: PROPOSED CRAWLSPACE ^ � ,�► SCALE: 1/4" = V-011 S ,.. SCALE: ACTUAL NORTH t JOB#: ; 5tab, 6/28/2024 SHEET NUMBER: i *Ire A~ 6 I i A � O 0 o H ,_ 3 n 10 W F� O O FWG100611-4 SAAS (2) 11-1/4 Ml� HDR a a 0 0 0 0 M = I 7- 00 M 00 W W 47141 N N (2) 2X4 POST N (TYP) PROPOSED DECK ON rn = SUNRO M = — 00 00 5/4 DECKING AS SELECTED BY OWNERS co INEX. CATHEDR L C1G x I N i WITH 3 HIGH RAILING TO CODE v v I I o a nn (2) 2X4 POST = r (lYP) I I W o � BANQUET =o Q v rn N O O co v dx I � TW3046-2 � 51_811 TW3046-2 EGRESS ' 1 O - - - - - if 0— a PASS THROUGH (2 9-1/2 ML HDR (2 2X8 HDR14 (2 2X8 HDR 30" OPENING ., - - - - - - - - - - - - - - „ II 11 it If 11 11 it � t! It tl !I II It N 11 II II 11 u- 11 11 II 11 11 II 11 !! Q II II „ 11 n '� 11 11 11 11 _ tl 11 11 11 rn 11 It 11 If o II II 11 II z n n n tt rn u !! n n4714 V I I 11 I I I I -11 11 11 11 r - < O 11 11 11 11 Oil 11 �, 11 I ' L N 'cu 3..j BEDROOM N �1 W a m 4 � 11 11 _ 11 I1 II 11 II 11 m °0� n n n n I _ I I I I \ i t t l (��11 1 1 „ I I u (2) 2X4 POST 0 KITC>' �N It tt 1, n n n I l ' 9'-0" CLG {'' ,1 a w n n ,, , 1 Q X Lf) ^�-. aJ N tI it iz ,1 " LIVING RddM i - '` ° m �' ATHEDRALFCLG. „ a 11 11 V CATHEDRAL CLG: - i O m Q,.0 1 1 11 11 „ O P. 11 11 II II V II 11 11 11 I I _ v z1 1 ,1 11 I I X i Ltd 00 BUILD WALL UP TO RAFTERS GC TO REVIEW RAFTERS AND " " " " o II 11 11 I, 1 bA 11 11 II II 1 „ TIE-IN, SPLAICE/ADD AS REQ, - 11 11 !t tt 11 11 151 -2 2 11 11 11 11 11 11 11 11 O ' L C II II II II II 11 11 II 1 1 U lc n n 4'r0°1 11 !, n If r-- 1 BUILD WALL UP TO RAFTERS '� ^.� u') _ _ _ _ _ _ '� d _ _ / 8�-21�4' GC TO REVIEW RAFTERS AND N I filcu (2 X8 HDR 10 TIE-IN, SPLAICE/ADD AS REQ, L J 21-611 , 77 W L - I - 2 2X8 HDR /D I I I oo� 4 I N (� 11_"I l I I 61 _^`-F„ I I O„ [Z:T w BEDROOM No. 2 N �o I I p 9'-0" LG N o ENTRY BATH = x Q V II UTILITY N 0 '-0" CLG BLT 9'-0" CLG O ROOM INS 9'-0"CLG I d _ _ _ , - - - 1 - I- - - - - - - "' (2) 2/X�4 POST 1 (i YP) �� • / I o 11 -93/4 it 1 1 (2 2X8 HDR Lj LA I A 1 I EGRESS o I o TW3046-2 U X N PROPOSED PORCH N o n, I 2X6 C1 (a)16"OC -1 Ln N L2X10 GIRDER (WRAPPED) 1OX10 FG COLUMN 13 ; ; -________ W WALL LEGEND E PROJECT NO RTH W/6X6 ACQ POST -- •-- r - - - - - - - - - - - - - - L - - - - - - - - - - - - - - , WALL TO BE REMOVED (TYP) S ACTUAL NORTH a EXISTING WALL t. NEW WALL ROPOSED FLOOR PLAN DRAWN: / NOTE: SCALE: 1 4" = V-O" DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL _ i. �t SCALE: [ INT.: 2X4 = 4-1/2", 2X6 = 6-1/2 ,EXT.: 2X4 = 4 , 2X6 = 6 ] >. 'ram ' , JOB#: 10,_011 61_011 [' 4 ' 6/28/2024 DIMENSIONS OF NEW WALLS ARE FROM STUDS 7r SHEET NUMBER: [ EXT. / INT.: 2X4 = 3-1/2", 2X6 = 5-1/2" ] u Am, 7 i