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HomeMy WebLinkAbout45962-Z Of SOUT Town of Southold * * P.O. Box 1179 �0 53095 Main Rd COuers. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46563 Date: 10/09/2025 t THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1071 Bqy Home Rd Southold,NY 11971 Sec/Block/Lot: 56.-5-37 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/28/2021 Pursuant to which Building Permit No. 45962 and dated: 10/09/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with covered front porch, rear deck, rear screened porch, rear second floor deck and attached garage as applied for. The certificate is issued to: Steve Donadic,Marica Donadic Of the aforesaid building. r SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-19-0038 2/9/2023 ELECTRICAL CERTIFICATE: 45962 06/27/2025 PLUMBERS CERTIFICATION: RF Plumbing& Heating Inc. 08/25/2025 Aut or ed ignature �aof sooTyo TOWN OF SOUTHOLD ~° BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45962 Date: 03/22/2021 Permission is hereby granted to: Renewal Date: 09/19/2024 Steve Donadic 180 Bayview Rd Manhasset, NY 11030 To: construct single-family dwelling as applied for per SCHD, DEC &Trustees approvals with flood permit. Premises Located at: 1071 Bay Home Rd, Southold, NY 11971 SCTM#56.-5-37 Pursuant to application dated 01/28/2021 and approved by the Building Inspector. To expire on 09/20/2026. contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , DRAINAGE, PLUMBING , ELECTRICAL- ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION, INSULATION, ELECTRICAL-FINAL, FIRE SAFETY INSPECTION , FINAL, Fees: Renewal Fee $1,250.10 Total $1,250.10 Building Inspector goFFotK TOWN OF SOUTHOLD ev, BUILDING DEPARTMENT CM x TOWN CLERK'S OFFICE "oy • o��{1r SOUTHOLD, NY � n BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45962 Date: 3/22/2021 Permission is hereby granted to: Donadic, Steve 180 Bayview Rd Manhasset, NY 11030 To: construct single-family dwelling as applied for per SCHD, DEC & Trustees approvals with flood permit. At premises located at: 1071 Bay Home Rd., Southold SCTM #473889 Sec/Block/Lot# 56.-5-37 Pursuant to application dated 1/28/2021 and approved by the Building Inspector. To expire on 9/2112022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,125.20 CO-NEW DWELLING $50.00 Flood Permit $100.00 Total: $2,275.20 . ui ng Inspector o��OF SO!/T�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G �Q Southold,NY 11971-0959 �OIyCOU ,�` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Steve Donadic Address: 1071 Bay Home Rd City:Southold St: NY Zip: 11971 Building Permit#: 45962 Section: 56 Block: 5 Lot: 37 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Indoor F7 Crawl F70 Service 17 Solar (— Outdoor 1st Floor r Pool F Spa r Renovation F 2nd Floor 570 Hot Tub r Generator (� Survey Attic r'll Garage Battery Storage (— INVENTORY Service 1 ph Iv— Heat Duplec Recpt 57 Ceiling Fixtures 35 Bath Exhaust Fan 4 Service 3 ph F Hot Water Gas GFCI Recpt Wall Fixtures 11 Smoke Detectors 3 Main Panel 200A A/C Condenser 4 Single Recpt 50A Recessed Fixtures 62 CO Detectors Sub Panel 2 A/C Blower 4 Range Recpt Dual Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 89' Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect Switches 42 4'LED Exit Fixtures Other Equipment: Fridge, (2)DW, Hood, Dual Fuel Oven, W/D, Car Charger, 200A Panel 20 Circuit/ 10 Used, Sub Panel 24 Circuit/ 19 Used, Sub Panel 30 Circuit/28 Used, (9)115Arc Fault, Notes: (7)120 Combo Breakers Two Story w/ Crawl Space Inspector Signature: Xz:� Date: June 27, 2025 Sean Devlin Electrical Inspector sean.deviin(D_town.southold.ny.us 1071 BayHomeHouse r "SAIFF 4�. `�, Telephone 631 765-1802 Town Hall Annex y P ) 54375 Main Road -� P.O.Box 1179 Southold,NY 11971-0959 .v 0 U E BUILDING DEPARTMENT AUG 2 5 2025 TOWN OF SOUTHOLD Building(Department 'town of Southold CERTIFICATION Date: L; Building Permit No. q rJ g tg Z Owner: Doh. 6( o I G (Please print) Plumber: T1,611 .t7, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum ers Signature) Sworn to before me this �,an day of 20a5 ROHIT SHARMA Notary Public-State o1 New Yolk No.OISH0003551 QualHied in sufloik county My Commisslon Expires March 4,2027 Notary Public, S k,��a County 1 ho��OE 50UTy�� TOWN OF SOUTHOLD BUILDING DEPT. �Ycoutm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [DC] 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: Cy rowd>LT � ��tT�=zcl3-r ram✓ c� Fa:,��-z�-- Yc�.e��� ti To S lfcw sTrLvcYz2t�` CP�l9-�i�s S F 4t1'Xs ty- AtAb CGI-7L fa k T�,vt P pzbv� DATE S-g-ZZ INSPECTOR �F SOUj�,°lo # f TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECPON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: tM c DATE ?/ INSPECTOR "ZV # # TOWN OF SOUTHOLD BUILDING DEPT. �YCoutm, 631-765-1802 INSPECTION [ .F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ �RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DP to D DATE ► 'L�y'! INSPECTOR pF SOUIyo s 1`(i ( O*7 1 # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 76 t� adFi Cf DATE INSPECTOR f ^ /ho��OE SOUT�,olo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] SOUGH PLBG. [ ] FOUNDATION 2ND [�I ULATION/C [ ] FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE Y INSPECTOR 50Ulyo� Lf S 1071 -- - - -- - _. # TOWN F SOUTHOLD BUILDING P . 631-765-1802 1 NSPECTION [ ] 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 rl PRE C/O [ ] RE TAL REMA - ,Pz RK , b a �' � cia �4, o ►n v DATE INSPECTO SOUIy�Io # TOWN OF SOUTHOLD BUILDING DEPT. coutm,� 631-765-1802 4<1euANSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � VII�- �( i1�- - �' �� ail 1 1p Awl/U\�� )ofx, & Dci K 'DAtf lam• l�ir�co �c/J "vt Y �.t! arkG�gw-te, 04U#wlh DATE J. INSPECTO OF SOUIyo� # # TOWN. OF SOUTHOLD BUILDING DEFT. y ov�n,� 631-765-1802 �j - INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION/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: o-" - - c _'0001 r� nn DATE INS w °I �� PECTOR 2� National Flood Insurance Program Elevatmion C i ica e e rt f qwwv-�t and Instructions 2022 EDITION f' ECE � � � �t A U G 2 5 2025 FEMA U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control 16 Expiration Datee::06/30/2026/2026 Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS PAPERWORK REDUCTION ACT NOTICE Public reporting burden for this data collection is estimated to average 3.75 hours per response.The burden estimate includes the time for' reviewing instructions,searching existing data sources,gathering and maintaining the data needed,and completing and submitting this form.You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form.Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management,Department of Homeland Security,Federal Emergency Management Agency,500 C Street SW,Washington,DC 20742, Paperwork Reduction Project(1660-0008).NOTE:Do not send your completed form to this address. PRIVACY ACT STATEMENT Authority:Title 44 CFR§61.7 and 61.8. Principal Purpose(s):This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program(NFIP)floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas. This form may also be used as an optional tool for a Letter of Map Amendment(LOMA),Conditional LOMA(CLOMA), Letter of Map Revision Based on Fill(LOMR-F),or Conditional LOMR-F(CLOMR-F),or for flood insurance rating purposes in any flood zone. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C.§552a(b)of the Privacy Act of 1974, as amended.This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA-003—National Flood Insurance Program Files System of Records Notice 79 Fed.Reg.28747(May 19,2014)and upon written request,written consent,by agreement,or as required by law. Disclosure:The disclosure of information on this form is voluntary;however,failure to provide the information requested may impact the flood insurance premium through the NFIP.Information will only be released as permitted by law. PURPOSE OF THE ELEVATION CERTIFICATE The Elevation Certificate is an important administrative tool of the NFIP. It can be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances,to inform the proper insurance premium,and to support a request for a LOMA,CLOMA,LOMR-F,or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post-Flood Insurance Rate Map(FIRM)buildings, which are buildings constructed after publication of the FIRM,located in flood Zones Al—A30,AE,AH,AO,A(with Base Flood Elevation (BFE)),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,ARIAO,and A99.it may also be used to provide elevation information for Pre-FIRM buildings or buildings in any flood zone. As part of the agreement for making flood insurance available in a community,the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses.One such requirement is for the community to obtain the elevation of the lowest floor(including basement)of all new and substantially improved buildings,and maintain a record of such information.The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement.Only a LOMA or LOMR-F from the Federal Emergency Management Agency(FEMA)can amend the FIRM and remove the federal mandate for a lending institution to require the purchase of flood insurance.However,the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA.The Elevation Certificate may be used to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request.Lowest Adjacent Grade(LAG)elevations certified by a land surveyor,engineer,or architect,as authorized by state law,will be required if the certificate is used to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request.A LOMA,CLOMA,LOMR-F,or CLOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 application package,whichever is appropriate. If the certificate will only be completed to support a LOMA,CLOMA, LOMR-F,or CLOMR-F request,there is an option to document the certified LAG elevation on the Elevation Form included in the MT-EZ and MT-1 application. This certificate is used only to certify building elevations.A separate certificate is required for floodproofing. Under the NFIP,non-residential buildings can be floodproofed up to or above the BFE.A floodproofed building is a building that has been designed and constructed to be watertight(substantially impermeable to floodwaters)below the BFE.Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements.The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception.For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA,a floodproofing certificate is required. The expiration date on the form herein does not apply to certified and completed Elevation Certificates,as a completed Elevation Certificate does not expire,unless there is a physical change to the building that invalidates information in Section A Items A8 or A9,Section C, Section E,or Section H. In addition,this form is intended for the specific building referenced in Section A and is not invalidated by the transfer of building ownership. Additional guidance can be found in FEMA Publication 467-1,Floodplain Management Bulletin:Elevation Certificate. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 1 of 19 U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 Federal Emergency Management Agency Expiration Date:06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Copy 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: Steve Donadic Policy Number.. Az. eunarng oireer rAaaress tincwaing r+pt.,unit,dune,anoior clog.rvo.)or r-.u.Moute ana cox Com a pny NAIC.Number 1071 Bay Home Rd city: Southold state: NY ZIP Code: 11971 A3. Property Description(e.g.,Lot and Block Numbers or Legal Description)and/or Tax Parcel Number. 1000-56-05_37 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.): Residential A5. Latitude/Longitude: Lat. 41.071737 Long. 72.404602 Horizontal Datum: ONAD 1927 QNAD 1983 (jWGS 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: 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 2230 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? QYeS ONo ON/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: 17 d) Total net open area of non-engineered flood openings in A8.c: sq.in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): 3400 sq.ft. f) Sum of A8.d and A8.e rated area(if applicable-see Instructions): 3400 sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: 294 sq.ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ®Yes IQNo ON/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: 0 Engineered flood openings: 0 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): 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: Southold B1.b.NFIP Community Identification Number: 360813 B2.County Name: Suffolk B3.State: NY B4.Map/Panel No.: 36103C0159H B5.suffix: H B6.FIRM Index Date. 9/25/2009 B7.FIRM Panel Effective/Revised Date- 09-25-2009 B8.Flood Zone(s): AE B9.Base Flood Elevation(s)(BFE)(Zone AO,use Base Flood Depth): 6' 1310. Indicate the source of the BFE data or Base Flood Depth entered in Item 139: ®FIR FIRM ®Rnmmnnity rlatarminarl ®Other: B11. Indicate elevation datum used for BFE in Item 139: 13NGVD 1929 `='NAVn 1QRR OOther/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ®Yes QNo Designation OCBRS OOPA B13. Is the building located seaward of the Limit of Moderate Wave Action LiMWA? QYes QNo 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(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 1071 Bay Home Rd Policy Number: City: Southold State: NY ZIP Code: 11971 Company NAIC Number: SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: !Construction Drawings* Building Under Construction* �iNnished 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,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/Ai—A30,AR/AH,AR/AO, A99.Complete Items C2.a—h below according to the Building Diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. i';NGVD 1929 X�NAVn 14RR , Other: Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? /Yes ,No 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): 6.2' V feet meters b) Top of the next higher floor(see Instructions): 1 U•2 v! feet ,i meters c) Bottom of the lowest horizontal structural member(see Instructions): ; ' feet meters d) Attached garage(top of slab): 6.7' V feet ' i 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): 9.11 V feet meters f) Lowest Adjacent Grade(LAG)next to building: Natural /Finished V, feet meters g) Highest Adjacent Grade(HAG)next to building: ,, -Natural /Finished 9.5' V feet meters h) Finished LAG at lowest elevation of attached deck or stairs,including structural support: 6.3 V feet 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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.l 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? 'Aes '';No 1 Check here if attachments and describe in the Comments area. Certifier's Name: Donald Metzger License Number: 051132-01 Title: Land Surveyor t� Company Name: Peconic Flood Certificate Solutions p y POB 909 Southold Address: city: Southold State: NY ZIP Code: 11971 .t>�+ 0.1 Date: 08-20-2025 WA Telephone: 631-989-9174 Ext.: Email: peconicfcs@gmail.com Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/compan ,and Wbuilding owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): Lowest Machinery is AC/hvac Equipment outside 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 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 1071 Bay Home Rd Policy Number: City_ Southold state: NY ZIP code: 11971 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 town houses/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. Photo One 323 f,J Aw .�•� East side of House _Clear Photo One Photo Two ----------- n r c, r West Side of House: Clear Photo Two J 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 1071 Bay Home Rd Southold Policy Number. City: State: NY ZIP code: 11971 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. 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R: `sq • � �'�Ya rc i „ h Mn. A• $$ YA R rl �ti r s n imp « Y $ 9 Ewa. kt, AW- 5 WA r v' M a- 4 t,: rY� u N -BVRN® Plus ThB �f Intumescent Coating Spray Polyurethane Foam Insulation MANUFACTURER commercial and commercial construction. Complies with USDA No-Burn,Inc. requirements for incidental food contact and ANSI/NSF 51 Food Zone 1255 High Street,Suite 200 Materials. Wadsworth,Ohio44281 4. APPLICABLE STANDARDS www.noburn.com No-Burn°Plus ThB may be specified in compliance of the following: DESCRIPTION AC377 ECO17 No-Burn®Plus ThB is a water-based thin film intumescent coating when AC456 GSA PBS-13100 exposed to high temperatures and flame, intumesces creating a char- ANSI/ASHRAE/ICC/USGBC Standard 189.1 ICC/ASHRAE 700 NGBS barrier protecting treated Substrates from fire. Certified to be applied ANSI/NSF 51 IgCC to a variety of Substrates,fire performance compliance is achieved with ASTM E84 LEED v3 2009&v4 the appropriate wet film thickness. ASTM E96 NFPA 285 CARB NFPA 286 1. PRIMARY USES CDPH(CA Spec 01350) SCAQMD Rule 1113 For use in new and existing buildings, complying with the IBC®, IMC°, CHPS UL 1715 IRC®,IEBC°and other applicable codes or standards,Plus ThB is utilized Tablel in applications where it provides: Substrate • Interior Finish Classification Class I or Class A: Material TBl Film spread ■ Flame Spread(FS)0 orlB2 Thidmes Rate ■ Smoke Developed(SD)10 AccufoamOC Open Cell Foam TB 14wet 115 sq.ft/gal. • Alternative or Non-prescriptive Thermal Barrier Accufoam CC Closed Cell Foam TB 14wet 115 sq.ft/gal. Accufoam CC-HFO Closed Cell Foam TB 14 wet 115 sq.ft./gal. • Alternative or Non-prescriptive Ignition Barrier AMBFfAMBI-SEAL5.0 Open Cell SPF TB 14wet 115sq.ft/gal. • Class III Vapor Retardancy AMBfTAmbi-Tite201(245fa)Closed SPF TB 14wet 115 sq.ft/gal. • Exterior Rated Wall Assembly AMBrrAmbiTde204HFO Closed SPF TB 14wet 115 sq.ft/gal. Alpha Polymers AP 100 CC)Open Cell Foam TB 14wet 115 sq.ft/gal. Code Compliance Evaluation Reports:ER 305&TER 1905-03. Alpha Polymers AP200245fa(CC)Closed Cell Form TB 14wet 115 sq.ft/gal. Installation Verification:SPFA-148. Alpha Polymers AP210HFo(CC)Closed Cell Form TB 14wet 115 sq.ft/gal. Intertek Design Listing:BASF/FI 30-09. AMD Diamondback Closed Cell SPF TB 16wet 100sq.ft/gal. BASF Enertite®G Open Cell SPF TB 14wet 115 sq.ft/gal. 2. SPECIFICATIONS BASF Enertite®X Open Cell SPF TB 14wet 115 sq.ft/gal. Color: White/Gray/Dark Charcoal/Tinted RASFEnertite®Max Open Cell SPF TB 14wet 115 sq.ft/gal. Intumescent Color Wheel&Tinting BASF Spraytit&SP Closed Cell SPF TB 14wet 115 sq.ft/gal. BASF Spraytite®158 Closed Cell SPF TB 14wet 115 sq.ft/gal. White A== BASF Spraytite®178 Closed Cell SPF TB 17wet 94sq.ft/gal. BASF Spraytite®81206 Closed Cell SPF TB 17 wet 94 sq.ft/gal. Finish: Flat BASF Walltite®US Closed Cell SPF TB 17wet 94sq.ft/gal. VOC Content: 18 g/L EPA Method 24 BASF Spraytitee Comfort Closed Cell SPF TB 14wet 115 sq.ft/gal. Dry Time: 60-90 Minutes BASFSpraytite®Comfort XL Closed Cell SPF TB 14wet 115 sq.ft/gal. BASF Spraytitel LWP-L Closed Cell SPF TB 14wet 115 sq.ft/gal. Pails: 5 Gallons(19 L),58.5 lbs. BASF Spraytite®LWP Closed Cell SPF TB 14wet 115 sq.ft/gal. Drums: 55 Gallon Drum(208 L),net 45 Gallons BASF WaIRite®MAX Closed Cell SPF TB 14wet 115 sq.ft/gal. (170 L)586.5 lbs. BASF Walltite®XL Closed Cell SPF TB 14wet 115 sq.ft/gal. BASF WaIRite®Plus Closed Cell SPF TB 14wet 115 sq.ft/gal. Shelf Life: 12 Months BASF Walkite®ONE Closed Cell SPF TB 14wet 115 sq.ft/gal. Cure Time: 24Hours Carlisle Seafrde Pro Open Cell SPF TB 14wet 115 sq.ft/gal. Boiling Point: 212°F Carlisle Foamsulate50Hy Open Cell SPF TB 14wet 115 sq.ft/gal. Freezing Point: 327 CarltsleSearrde Pro XTR Open Cell SPF TB 14wet 115 sq.ft/gal. 0 o Carlisle Foamsulate 50 ES Open Cell SPF TB 14wet 115 sq.ft/gal. /o Volatile by Volume: 33% Carlisle Searrde Pro High Yield Open Cell SPF TB 14wet 115 sq.ft/gal. Specific Gravity: 1.25 Carlisle Foamsulate50 Open Cell SPF TB 14wet 115 sq.ft/gal. View product Safety Data Sheet (M)SDS and Best Practices for Safe Carlisle Searrite Pro No Mix Open Cell SPF TB 14wet 115 sq.ft/gal. Carlisle 5earrde Pro Closed Cell SPF TB 14wet 115 sq.ft./gal. Handling&Storage for more information. CarlisleFoamsulate Closed Cell SPF TB 14wet 115 sq.ft/gal. 3. PRODUCT PERFORMANCE Carlisle Sealyde Pro HFO Closed Cell SPF TB 14 wet 115 sq.ft./gal. Carlisle Foarnsulate HFO 2.0 Closed Cell SPF TB 14wet 115 sq.ft/gal. No-Burn® Plus ThB may be used for the Primary Uses expressed. As a Carlisle Searrde Pro One Zero Closed Cell SPF TB 14wet 115 sq.ft/gal. component in an alternative ignition barrier assembly or thermal barrier Carlisle FoamsulateHFO Closed Cell SPF TB 14wet 115 sq.ft/gal. assembly, Plus ThB is an intumescent fire protective coating for interior Central Urethane X-Press Sea]170 Closed Cell Foam TB 14wet 115 sq.ft/gal. spaces where spray polyurethane foam is installed. Applied in a one- Central Urethane X-Press Sea[200 Closed Cell Foam TB 14wet 115 sq.ft/gal. coat application,Plus ThB is passively protecting the spray foam surface Creative PoymerSolutionsAccufoamOC Open Cell Foam TB 14wet 115 sq.ft/gal. Creative Poymer5olutionsAccufoamCC Closed Cell Foam TB 14wet 115 sq.ft/gal. by delaying the temperature rise of the foam, and by delaying or Creative Polymer Solutions Accufoam2.0CC-HFOCCFoam TB 14wet 115 sq.ft/gal. preventing the foam from igniting. Applicable for open cell and closed Dynamo 500 Open Cell SPF TB 14wet 115 sq.ft/gal. cell spray polyurethane foam, Plus ThB provides the fire protection and Dynamo ECO2000 HFO Closed Cell SPF TB I 14wet 1115 sq.ft/gal. Class III vapor retardancy as code requires for residential, light 'Alternative Thermal Barrier(TB)Assemblies;Evaluation Reports:ER 305 Table 2&TER 1905-03 Table 1. 'Altemative Ignition Barrier(IB)Assemblies,Evaluation Reports:ER305Table 3&TER 1905-03Table 2. N .-BURN= TECHNICAL DATA SHEET Mule in me USA Page 1 of 13 CSI 09 96 46 N �+ Plus ThB ?=BURN Intumescent Coating Spray Polyurethane Foam Insulation Table I Tablel Subsb&e Substrate Material TBt Film Spread Material TB1 Film Spread or1Bz Thickness Rate or16z Thickness Rate Dynamo ECO2000 HFO 2x Lift Closed Cell SPF TB 14 wet 115 sq.ft/gal. Huntsman(Lapolla)Foam-Lok FL2000-3G Closed Cell SPF TB 14wet 115 sq.ft/gal. Elastochem Insulthane450 NM Open Cell SPF TB 14 wet 115 sq.ft./gal. Huntsman(Lapolla)Foam-Lok FL2000-0G Closed Cell SPF TB 14wet 115 sq.ft/gal. Elastochern Insulthane 200 Evolution Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Lapolla)Foam-Lok FL20DO Closed Cell SPF TB 14wet 115 sq.ft/gal. Elastocheminsulthane Extreme HFO Closed Cell SPF TB 14wet 115 sq.ft/gal. ICPHandFFoamHVLPLD0.5 Open Cell Spray Foam TB 14wet 115 sq.ft/gal. Elastocheminsulthane Extreme HL Closed Cell SPF TB 14wet 115 sq.ft/gal. ICPHandi-FoamHVLPMD Closed Cell Spray Foam TB 14wet 115 sq.ft/gal. EnedabEcotane2.O Closed Cell SPF TB 14wet 115 sq.ft/gal. Innovative Polymer Systems lPS2000HFO Closed Cell SPF TB 14wet 115 sq.ft/gal. Enverge/GacoEZSprayF4500 Open Cell SPF TB 14wet 115 sq.ft/gal. Johns Manville JM Corbond Open Cell SPF TB 14wet 115 sq.ft/gal. Enverge/Gaco F183M Closed Cell SPF TB 14wet 115 sq.ft/gal. Johns ManvilleJMCorbondHY Open Cell SPF TB 14wet 115 sq.ft/gal. Enverge/Gaco OnePass F1850 Closed Cell SPF TB 14wet 115 sq.ft/gal. Johns ManvlleJMCorbond0O(Open Cell SPF TB 14wet 115 sq.ft/gal. Enverge/Gaco OnePass 1860 HFO SPF TB 14wet 115 sq.ft/gal. Johns ManvilleJMCorbond III Closed Cell SPF TB 14wet 115 sq.ft/gal. Enverge/Gaco OnePass Low GWP F1880 SPF TB 14wet 115 sq.ft/gal. Johns Manville JM Corbond IV Closed Cell SPF TB 14wet 115sq.ft/gal. Enverge/SESEasySeal0.5 Open Cell SPF TB 14wet 115 sq.ft/gal. Johns Manville JM GEN IV Closed Cell SPF TB 14wet 115 sq.ft/gal. Enverge/SESSucraSeal0.5 Open Cell SPF TB 14wet 115sq.ft/gal. Johns Manville lMCorbondMCS Closed Cell SPF TB 14wet 115sq.fL/gal. Enverge/SESNexseal2.O Closed Cell SPF TB 14wet 115 sq.ft/gal. Natural Polymers Natural-Therm 0.4Open Cell SPF TB 16 wet 100sq.ft/gal. Enverge/SFSNexseal2.OLE Closed Cell SPF TB 14wet 115 sq.ft/gal. Natural Polymers Natural-Therm 0.5Open Cell SPF TB 16 wet 100sq.ft/gal. Everest Evercell 2.0(245fa)Closed Cell SPF TB 14wet 115 sq.ft/gal. Natural Polymers Ultra-Pure Open Cell Spray Foam TB 16 wet 100 sq.ft./gal. Everest OpticellZO(HFO)Closed Cell SPF TB 14wet 115 sq.ft/gal. Natural Polymers Natural-Therm Zero Oosed Cell Spray Foam TB 14wet 115 sq.ft/gal. Fife$table$tablebase Max R HFO Closed Cell SPF TB 14wet 87 sq.fL/gal. Natural Polymers Natural-Therm 2.0 Closed Cell Spray Foam TB 14wet 115 sq.ft/gal. Foam Supplies genfoam Open Cell SPF TB 14wet 115 sq.ft/gal. Natural Polymers Natural-Therm 2.0 HFO Closed Cell Spray Foam TB 14wet 115sq.ft/gal. Foam Supplies genX Open Cell SPF TB 14wet 115sq.ft/gal. Natural Polymers Ultra-Pure Closed Cell Spray Foam TB 14wet 115 sq.ft/gal. Foam Supplies ecostar Closed Cell SPF TB 14wet 115 sq.ft./gal. NCFIInsulStar Light 12-008 Open Cell SPF TB 14wet 115 sq.ft./gal. General Coatings Ultra-Thane 050Open Cell SPF TB 14wet 115 sq.ft/gal. NCFIInsuLStarUght12-075 Open Cell SPF TB 14wet 115 sq.ft/gal. General Coatings Ultra Thane050MaxOpenCellSPF TB 14wet 115 sq.ft/gal. NCFIInsuiStar11-0331.7 HFO Closed Cell SPF TB 14wet 115 sq.ft/gal. General Coatings Ultra-Thane050 Max Pro Open Cell SPF TB 14wet 115 sq.ft/gal. NCFIInsuLStarHFO Smart SPF Closed Cell SPF TB 14wet 115 sq.ft/gal. General Coabngs Ultra-Thane 050X Open Cell SPF TB 14wet 115sq.ft/gal. NCFIInsuLStar11-036 Closed Cell SPF TB 14wet 115sq.ft/gal. General Coatings UltraThane170 Closed Cell SPF TB 14wet 115 sq.ft/gal. NCFIInsuLStarOptimaxx Closed Cell SPF TB 14wet 115sq.ft/gal. Genera ICoatingsUltra-Thane202 Closed Cell SPF TB 14wet 115 sq.ft/gal. NCFIInsuBtar1.70ptimaxx Closed Cell SPF TB 14wet 115 sq.ft/gal. General Coatings Ultra-Thane202 High-Lift Closed Cell SPF TB 14wet 115 sq.ft/gal. NCFI InsulBlocSmart Closed Cell SPF TB 14wet 115sq.ft/gal. General Coatings Ultra-Thane 202 MAX Closed Cell SPF TB 14wet 115 sq.ft/gal. NCFIInsulBlocOptimaxx Closed Cell SPF TB 14wet 115 sq.fL/gal. General Coatings Ultra-Thane 205 HFO Closed Cell SPF TB 14 wet 115 sq.ft./gal. NSF Polymers CC OG HFC Closed Cell SPF TB 14 wet 115 sq.ft/gal. General Coatings Ultra-Thane 205HFOfth-LiftCCSPF TB 14wet 115 sq.ft/gal. NSF Polymers R-Max Closed Cell SPF TB 14wet 115 sq.ft/gal. General Coabngs Ultra-Thane 205 HFO MAX CCSPF TB 14wet 115 sq.ft/gal. Nu-Wool Nu-Seal0.5 Closed Cell SPF TB 14wet 115 sq.ft/gal. General Coatings Ultra-Thane 205 HFO Premium CC SPF TB 14 wet 115 sq.fL/gal. Nu-Wool Nu-Seal 2.0 HFO Closed Cell SPF TB 14wet 115 sq.ft/gal. Genky Elite 2.00losed Cell SPF TB 14wet 115 sq.ft/gal. Nu-Wool Nu-Seal Plus Closed Cell SPF TB 14wet 115 sq.ft/gal. Green Valley GVP 500 NM Open Cell SPF TB 16 wet 100sq.ft/gal. PolyconPC450 Open Cell SPF TB 14wet 115 sq.ft/gal. Green Valley GVP 2.0 HFO Closed Cell SPF TB 16 wet 100 sq.ft./gal. Polycon PC 2000 Closed Cell SPF TB 14 wet 115 sq.fL/gal. Huntsman Premium kynene OC No-Mix Open Cell SPF TB 14wet 115 sq.ft/gal. PSI Staycell505 Open CelISPF TB 14wet 115 sq.ft/gal. Huntsman Premium Icynene Classic45 Open Cell SPF TB 16 wet 100 sq.ft/gal. PSI Staycell508 Open Cell SPF TB 14wet 115 sq.ft/gal. Huntsman Premium Icynene Ultra 500pen Cell SPF TB 16 wet 100sq.fL/gal. PSI Staycell504 Closed Cell SPF TB 14 wet 115 sq.ft/gal. Huntsman Premium Icynene Classic 75 Open Cell SPF TB 16 wet 100scIA/gal. Profoam ProSeal ClosedCelISPF TB 14wet 115 sq.ft/gal. Huntsman Premium Icynene High-R80 Open Cell SPF TB 16 wet 100sq.ft/gal. Profoam ProSeal Plus 1.7 Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman Premium lcynene HFO 200 Closed Cell SPF TB 16 wet 100scIA/gal. Quadrant Performance EnviroSealCC Platinum Max SPF TB 14wet 115 sq.ft/gal. Huntsman Premium lcynene HFO Max Closed Cell SPF TB 16 wet 100 sq.ft/gal. Quadrant Performance EnviroSeal HFO Gosed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Demilec)Sealection®500 Open Cell SPF TB 16 wet 100 sq.ft/gal. Quadrant Performance EnviroSeal HFO MB Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Demilec)Sealection®NM Open Cell SPF TB 16 wet 100sq.ft/gal. Quadrant Performance Enviro5eal0CPlatnumSPF TB 14wet 115 sq.ft/gal. Huntsman(Demilec)Agribalance®Open Cell SPF TB 16 wet 100sq.ft/gal. Enverge/SESEasySea10.5 Open Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Demilec)Heatlok HFO High Lift Closed Cell SPF TB 16 wet' 100sq.fL/gal. Enverge/SES SucraSea10.5 Open Cell SPF TB 14 wet 115 sq.ft/gal. Huntsman(Demilec)Heatlok HFO Pro Closed Cell SPF TB 16 wet 100sq.ft/gal. Enverge/SES Nexseal2.0 Closed Cell SPF TB 14 wet 115 sq.fL/gal. Huntsman(Demilec)HeatiokXT-s Closed Cell SPF TB 16 wet 100 sq.ft/gal. Enverge/SES Nexseal2.0 LE Closed Cell SPF TB 14 wet 115 sq.ft/gal. Huntsman(Demilec)Heatlok XT wClosedCellSPF TB 16 wet 100sq.ft/gal. Spray Foam Genie SFG 1.7 CC TB 14wet 115 sq.ft/gal. Huntsman(Demilec)Heatlok ECO Closed Cell SPF TB 16 wet 100sq.ft/gal. Spray Foam Genie SFG 2.0 CC TB 14wet 115 sq.ft/gal. Huntsman(Demilec)Heatlok HFO EZ Closed Cell SPF TB 16 wet 100 sq.ft/gal. SWDQuik-Shield108Open Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(ILynene)Classic Open Cell SPF TB 16 wet 100scI ft/gal. SWD Quik-Shield 108YM Open Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)Classic Ultra Open Cell SPF TB 16 wet 100 sq.ft/gal. SWD Quik-Shield GOBUN Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)Classic Ultra Select Open Cell SPF TB 16 wet 100sq.fL/gal. SWD Quik-Shield 112 Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)Classic Plus Open Cell SPF TB 16 wet 100sq.ft./gal. SWDQuik-Shield118 Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)No MixOpen Cell SPF TB 14wet 115 sq.ft/gal. SWD Quik-Shield 133 Closed Cell SPF TB 14wet 115sq.ft/gal. Huntsman(Icynene)ProSeal Closed Cell SPF TB 14wet 115 sq.ft/gal. SWDQuik-Shield144 Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)ProSeal LE Closed Cell SPF TB 14wet 115 sq.ft/gal. SWDQuik-Shield YETI Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)ProSeal Eco Closed Cell SPF TB 14 wet 115 sq.ft/gal. ThermoSeal OCX Open Cell SPF TB 16 wet 100 sq.IL/gal. Huntsman(Icynene)ProSeal HFO Closed Cell SPF TB 14 wet 115 sq.ft/gal. ThermoSeal CO(Closed Cell SPF TB 16 wet 100sq.ft/gal. Huntsman(Icynene)ProSeal HFO CW Closed Cell SPF TB 14 wet 115 sq.ft./gal. ThermoSeal5G Closed Cell SPF TB 14 wet 115sq.ft/gal. Huntsman(Icynene)MD-C-200 Closed Cell SPF TB 14wet 115 sq.ft/gal. ThermoSeal TS HFO Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Lapolla)Foam-LokFL450Open Cell SPF TB 16 wet 100 sq.ft/gal. UPC 5000pen Cell SPF TB 14wet I 115sq.ft/gal. Huntsman(Lapolla)Foam-Lok FL5000pen Cell SPF TB 14 wet 115 sq.ft/gal. Alternative Thermal Barrier(TB)Assemblies;Evaluation Reports:ER 305 Table 2&TER 1905-03 Table 1. Huntsman(Lapolla)Foam-LokFL7500pen Cell SPF TB 16 wet 100sq.fL/gal. 'NtematvelgntonBarer(IB)Assemblies;Evaluation Repots:ER305Table3&TER790503Table2 N BURN:. TECHNICAL DATA SHEET U."1.I USA Page 2 of 13 CSI 09 9646 N�+ Plus ThB -B U R N Intumescent Coating Spray Polyurethane Foam Insulation .•I Table Substrate Substrate Material TBI Film Spread Material TBI Film Spread orIBI Thickness Rate orlBz Thickness Rate UPC500 Max Open Cell SPF TB 14wet 115sq.ft/gal. Huntsman(Icynene)Classic Ultra Select Open CelISPF IB 6wet 267sq.ft/gal. U PC 500 Max Pro Open Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(kynene)Classic Plus Open Cell SPF IB 6wet 267sq.ft/gal. UPC 500 Classic Open Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(kynene)Prime Gold Open Cell SPF IB 6wet 267sq.ft/gal. UPC 5000CXOpen Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)ProSealEco(MD-R-200)Closed Cell SPF IB 5wet 320sq.ft/gal. UPC 17 Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)MD-C-200 Closed Cell SPF IB 16wet 100sq.ft/gal. UPC 2.0 Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Lapolla)FL450 Open Cell SPF IB 6wet 267 sq.ft/gal. UPC ZO HL Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Lapolla)FL750 Open Cell SPF IB 6wet 267sq.ft/gal. U PC 2 0 MAX Closed Cell SPF TB 14wet 115 sq.ft/gal. ICPHandi-FoamHVLPLD0.5 Open Cell Spay Foam IB 6wet 267 sq.ft/gal. UPC 2.0 Premium Closed Cell SPF TB 14wet 115 sq.ft./gal. ICP Han&Foam®E-84 Gass 1(A)Closed Cell Spray Foam IB 10 wet 267 sq.ft./gal. UPC 20HFO Closed Cell SPF TB 14wet 115 sq.ft/gal. John ManvlleJMCorbondNM Open Cell SPF IB 6wet 267sq.ft/gal. U PC 2 0 HFO High Uft Closed Cell SPF TB 14wet 115 sq.ft/gal. John Manville JM Corbond HY Open Cell SPF IB 6wet 267sq.ft/gal. Victory Polymers VPC-50 Open Cell SPF TB 14wet 115 sq.ft/gal. NSF Polymers OC-OG Open Cell SPF IB 6wet 267sq.ft/gal.- XcelusXLS450-NMOpen Cell SPF TB 14wet 115 sq.ft/gal. NSF Polymers OC365 Open Cell SPF IB 6wet 267sq.ft/gal. XcelusXL5500-NM Open Cell SPF TB 14wet 115 sq.ft/gal. Polycon PC 4500pen Cell SPF IB 6wet 267sq.ft/gal. Xcelus AS 1800 Closed Cell SPF TB 14wet 115 sq.ft/gal. Polycon PC 500 open Cell SPF IB 6 wet 267 sq.ft/gal. Xcelus AS 200 Closed Cell SPF TB 14wet 115 sq.ft/gal. Polycon PC 2000 Closed Cell SPF IB 6 wet 267 sq.ft/gal. XcelusAS2000 Closed Cell SPF TB 14wet 115 sq.ft/gal. Quadrant Performance EnviroSeal OC Platinum SPF IB 6wet 267 sq.ft/gal. AMBIT AMBI-SEAL 5.0 Open Cell SPF IB 6wet 267sq.ft/gal. SWD Quick Shield 106 Open Cell SPF IB 6wet 267sq.ft/gal. Alpha Polymers AP 100(OC)Open Cell Foam IB 6wet 267sq.ft/gal. ThermoSealTS360 Open Cell Spray Foam IB 4wet 401sq.ft/gal. BASF Enertit&G Open Cell SPF IB 6wet 267 sq.ft/gal. ThermoSeal75500 Open Cell Spray Foam IB 4wet 401sq.ft/gal. BASF Enertit&Max Open Cell SPF IB 6wet 267 sq.ft/gal. ThermoSealTS800 Open Cell Spray Foam IB 4wet 401 sq.ft/gal. BASF Spraydte®SP Closed Cell SPF IB 6wet 267sq.ft/gal. ThermoSeal OCXOpen Cell Spray Foam IB 6wet 267sq.ft/gal. BASF Spraytite®158 Closed Cell SPF IB 6 wet 267 sq.ft/gal. Tiger Foam®E-84 Fire Rated Class 1 SPF IB 10 wet 160 sq.ft./gal. BASF Spraytitee178 Closed Cell SPF IB 12wet 134sq.fL/gal. UPC5000penCellSPF IB 6wet 267sq.ft/gal. BASF Spraytitee81206 Closed Cell SPF IB 12wet 134sq.ft/gal. U PC 500 Classic Open Cell SPF IB 6wet 267 sq.ft/gal. BASF Spraytite®Comfort Closed Cell SPF IB 6wet 267 sq.ft/gal. UPC 500 MaxOpen Cell SPF IB 6wet 267 sq.ft/gal. BASF Spraytitee Comfort XL Closed Cell SPF IB 6wet 267 sq.ft/gal. UPC 500 Max Pro Open Cell SPF IB 6wet 267 sq.ft/gal. BASFSpraytite®LWP-L Closed Cell SPF IB 6wet 267 sq.ft/gal. Victory Polymers VPC-50 Open Cell SPF IB 6wet 267 sq.ft/gal. BASF Walitite®US Closed Cell SPF IB 12 wet 134 sq.ft./gal. Xcelus XlS 500-NM Open Cell SPF IB 6 wet 267 sq.ft/gal. BASF Walltite®LWP Closed Cell SPF IB 6wet 267sq.ft/gal. XcelusAS1800 Closed Cell SPF iB 1 6wet 1267 sq.ft/gal. BASF Walltit&MAX Closed Cell SPF IB 6wet 267sq.ft/gaL [ ie-Thennal Barrier(1B)Asemblies;Evaluation Reports:ER305 Table 2&TER1%5-03TableI BASF Walltite®XL Closed Cell SPF IB 6wet 2675q.ft/gal. 'Altemativelignition Barrier IS)Assemblies;Evaluation Reports:ER 305 Table 3&TER 1905-03 Table Z BASF Walltite®Plus Closed Cell SPF IB 6 wet 267 sq.ft/gal. 5. EQUIPMENT Carlisle Searrrte Pro Open Cell SPF IB 6 wet 267 sq.ft/gal. BASF Walltite®ONE Closed Cell SPF IB 6wet 267sq.ft/gal. Methods of application include airless sprayer, roller or brush. Carlisle Foamsulate 50 HY Open Cell SPF IB 6wet 267 sq.ft./gal. Manufacturers and models of airless spray Equipmentvary and examples Carlisle Searrde Pro XTR Open Cell SPF IB 6wet 267 sq.ft/gal. of applicable Equipment follow. Airless spray Equipment Carlisle Foamsulate50ES Open Cell SPF IB 6wet 267sq.ft/gal. CadisleSearrite Pro High YeldOpen Cell SPF IB 6wet 267 sq.ft/gal. recommendations have been linked for reference to manufacturer Carlisle Foamsulate 50 Open Cell SPF IB 6wet 267 sq.ft/gal. Specifications. Carlisle Searrite Pro NoMix Open Cell SPF IB 6wet 267 sq.ft/gal. Central Urethane X-Press Seal 50 Open Cell SPF IB 6wet 267 sq.ft/gal. Table 2 ConvenienceTouch'n Seal'2.0PCF Closed Cell SPF IB 8wet 200sq.ft/gal. Equipment Creative Polymer Accufoam®Open Cell SPF IB 6wet 267sq.ft/gal. Manufacturer Model Creative Polymer Accufoam®Closed Cell SPF IB 10wet 160sq.fL/gal. Ultra Max II 1095 TexSpray Mark V Creative Polymer Accufoam®2.000-HFO Closed Cell SPF IB 10wet 160sq.ft/gal. Graco® Ultra Max II 1595 DAP Touch N'Seal2.2PCF Closed Cell SPF IB 8wet 200sq.ft/gal. ImpactTM840 PowrTwinTM6900Plus Enverge/GacoEZSprayF4500 Open Cell SPF IB 6wet 267 sq.ft/gal Titan® ImpactTM11An PowrTwinTm 8900 Plus Enverge/SES EasySeal ULD Open Cell SPF IB 6wet 267 sq.ft/gal. Recommended tip orifice sizes of.019-.025and Enverge/SESEasySeal0.5 Open Cell SPF IB 5wet 320 sq.ft/gal. FranklinTdebond Weathermaster Superfoam CC SPF IB 10wet 160sq.ft/gal. airless sprayer hoses inside diameter of or larger. General Coatings Ultra Thane050OpenCellSPF IB 6wet 267 sq.ft/gal Spray Equipment must be capable of producing a minimum of 3,300 psi, raT General Coatings UlthaneO50 Max Open Cell SPF IB 6wet 267sq.ft/gal and recommended tip orifice sizes of.019-.025. Installers with quicker General Coatings Ukra-Thane050 Max Pro Open Cell SPF IB 6 wet 267sq.ft/gal Genyk Elite 50 Open Cell SPF IB 6wet 267 sq.ft/gal spray patterns may prefer to use larger tip sizes than recommended. Green Valley Products GVP500 NM Open Cell SPF IB 6wet 267 sq.ft/gal Removal of filter from the spray gun to allow for the passage of solid HuberZIP Systems R-Sheating Panel(R-3&R-6) IB 10wet 160 sq.ft/gal. content is recommended. Do not remove the rock guard(screen)from Huntsman Premium lcyneneClassic45 Open Cell SPF IB 6wet 267 sq.ft/gal. the bottom of the intake tube. Airless sprayer hoses are recommended Huntsman Premium lcynene Ultra 50 Open Cell SPF IB 6wet 267 sq.ft/gal. „ Huntsman Premium lcynene Classic 75 Open Cell SPF IB 6wet 267sq.ft./gal. to have an inside diameter of/ or larger. Variations in spray pattern Huntsman Premium lcyneneHigh-R80 Open Cell SPF IB 10wet 160sq.ft/gal. width and tip size may be required depending on the surface area and Huntsman(Demilec)Sealection®500 Open Cell SPF IB 6wet 267sq.ft/gal. the Substrate(s) to which Plus ThB is being applied. Cleanup of Huntsman(Demilec)Sealection®NM Open Cell SPF IB 6wet 267sq.fL/gal. Equipment may be with water,or other methods recommended by the Huntsman(Demilec)Agribalanc&Open Cell SPF IB 10wet 160sq.ft/gal. Equipment manufacturer. Huntsman(Icynene)Classic Open Cell SPF IB 6wet 267 sq.ft/gal. Huntsman(Icynene)Classic Ultra Open Cell SPF IB 6wet 267 sq.ft/gal. N -BURN- TECHNICAL DATA SHEET M d*IntheUS_ Page 3 of 13 CSI 09 9646 N�O�+ Plus ThB -BURN Intumescent Coating Spray Polyurethane Foam Insulation documents shall be available at the jobsite. Before and during coating 6. PERSONAL PROTECTION & EXPOSURE CONTROLS application, the Substrates'surfaces shall be dry, clean and free from Wearing a certified respirator and goggles to avoid overspray and loose debris, dust, dirt,grease, oil,and all prior coating materials,such splashing are recommended. Eye and face protection should be in as paint,stains and sealers. accordance with OSHA 29 CFR 1910.133. Rubber or plastic gloves are recommended for hand and arm protection. Personal cleanup may be The foam should be allowed to cool to ambient room temperature prior with soap and water. If sprayed, wear an air-purifying respirator to the application of No-Burn° Plus ThB, minimum 1 hour. The approved by NIOSH in accordance with OSHA 29 CFR 1910.134(d)(1)(ii). Substrate(s) shall not have, nor have been exposed to, treatments, If used in a confined area, a full-face, powered air-purifying respirator chemicals, coatings, etc. prior to the application of Plus ThB. Visual (PAPR)or supplied-air respirator(SAR)is recommended. Use respirators observation of the intumescent coating is naturally and distinctively in accordance with 29 CFR 1910.134(d)(3)(i)(A) Table 1, 29 CFR white in color. For verification of the wet applied thickness,a standard 1910.134(d)(3)(iii)(B)and 29 CFR 1910.134(d)(3)(iv)(B). Use appropriate painter's thickness gauge shall be used during the application. The engineering controls, such as proper ventilation. Where such systems finished dry mil thickness will be 0.55-0.70 times the wet mil thickness. are not effective, wear suitable personal protective equipment, which Substrate(s)shall be in the final position in the building,directly exposed performs satisfactorily and meets OSHA or other recognized standards. to the interior, protected from the weather, in conditioned and unconditioned locations. 7. MIXING, TINTING, OVERCOATS & UNDERCOATS Plus ThB must be thoroughly mixed before use in accordance with the Furthermore, Plus ThB shall be applied to areas within the manufacturer's recommendations. Mix with a 5 gallon power mixing weatherproofing membrane or surfaces not exposed to weather. wand at or between 800-1200 RPM until thoroughly mixed. Shaking No- Installers should be mindful to prevent over spray of Plus Thb. If over Burn'Plus ThB with a paint shaker is NOT sufficient. Filtering or straining spray does occur, Plus Thb does not degrade or negatively affect PVC, Plus ThB is not recommended. If No-Burn®Plus ThB is mixed more than CPVC, Romex wiring or BX cable,metal connectors,copper or iron pipe 24 hours prior to use, mix it again according to manufacturer's or other building materials and can remain. Cleaning of over spray, if instructions.Thinning is usually not needed;if PlusTh6 has been exposed necessary, can be completed using hot, soapy water and heavy duty scrub pads, being mindful not to damage the surface beneath.Surface to high heat,water may evaporate from the plastic 5 gallon container. If the paint level is below 3-4 inches from the top of the container, add and ambient temperatures before and during application shall be 40°F enough water to bring the level back up to within 3 inches from the top (4.4°C)minimum. Surface temperatures shall not exceed 100°F(37.7°C) in order to ensure proper consistency. Mix Plus ThB again according to during application.The coating shall be applied at an application rate set manufacturer's instructions. After mixing,if the viscosity is still too high, forth by spraying,roller or brush. Dry time is typically 60-90 minutes and you may add 8 ounces of water per 5 gallon pail and mix to reduce the cure time is typically 24 hours minimum, depending on the ambient viscosity. Mix Plus ThB again according to manufacturer's instructions. temperature and relative humidity conditions. If more than one coat is Use Caution not to add too much water or the product may run and drip required,allow No Burn®Plus ThB to dry completely between coats. during application. It's always best to follow SPF Manufacturer guidelines first and foremost Plus ThB should never be allowed to freeze 32°F(0°C),stored between when it comes to installing Plus ThB, following the spray installation 40°F and 90°F(4.4°C and 32.2°C),and kept out of direct sunlight; if you instructions closely. For high heat, humidity or extreme cold, Plus ThB cannot verify that these conditions have been maintained,the product installation guidelines are as follows. may be disposed of in accordance with the manufacturer's(M)SDS. A. Plus ThB can be installed to newly installed SPF based upon the top coat times of the SPF manufacturer. Please refer to the technical If tinting is desired,Plus ThB may be tinted at a maximum rate of 2 oz.of data information of the SPF that Plus ThB will be applied to.Follow tint per gallon with commercially available tint that is safe to be used the installation instructions of the SPF manufacturer closely. with water-based paints. It is recommended that No-Burn' Black Tint, B. Ideal installation temperatures are 65 degrees Fahrenheit or manufactured by No-Burn,Inc.,be used for tinting.No-Burn®Black Tint above,and less than 65%relative humidity. can be added at a rate of 12oz per 5-gallon pail. Contact the C. Ambient air and substrate temperature MUST be above 40 manufacturer for additional tinting information. degrees Fahrenheit to apply Plus ThB and cannot drop below 40 degrees Fahrenheit until after Plus ThB has dried to the touch. When a specified or black color is desired,an overcoat may be used and D. For at least 72 hours after installation of Plus ThB, consistent shall be water-based with a pH of 7-9 (i.e., Sherwin Williams A-100 or temperatures must be maintained within the installation Behr Premium Plus).Prior to the use of any overcoat,it is recommended parameters(at least 40 degrees Fahrenheit,preferably 65 degrees that an inconspicuous area be tested for compatibility before Fahrenheit or above) and no more than a 65% relative humidity widespread application. Compatibility may be noted as the overall with readings taken daily. Any conditions outside of these satisfactory condition of the Substrate(s)once No-Burn®Plus ThB and an guidelines must be approved by No-Burn®,Inc.technical service. overcoat have been applied.No-Burn®Inc.makes no guarantees of color E. The space where Plus ThB is being installed must be well matching when using a tint from athird-party manufacturer. ventilated, either by natural openings or with the use of 8. APPLICATION mechanical ventilation equipment such as fans or dehumidifiers, When applying No-Burn® Plus ThB, the coating shall be applied to both during installation and for up to 72 hours once installation is Substrate(s), as applicable, in accordance with Evaluation Report (ER) complete,to allow for the curing process to complete.Humidity of 305, Evaluation Report (TER) 1905-03 and/or manufacturer's technical the ambient air and amount of airflow through the space may data sheet/instructions. Copies of relevant technical data and/or affect cure times (i.e. more humid with less air movement may take more time to cure). TECHNICAL DATA SHEET Page 4 of 23 CSI 09 96 46 N �+ Plus ThB CO,—B V R N Intumescent Coating Spray Polyurethane Foam Insulation F. Once cured,Plus ThB installed in interior environments exposed to high levels of humidity(Le.: 80%sustained humidity and higher) or outside of the envelope of the structure,will require an exterior grade top coat such as Behr Premium Plus Exterior or Sherwin Williams A-100 Exterior paints.Parking structures,both above and below grade,grow houses,pool areas,and similar configurations, will require this protection. If the designer / specifier, GC or installer have any questions regarding the humidity levels of the environment before or after Plus ThB is installed, it is recommended that they discuss with a No-Burn®, Inc. technical services manager.Empty pails may be recycled in accordance with your local recycling and waste management requirements. If construction includes deconstruction and reclamation of plastic construction products, it may be necessary to sort plastics according to designation. N -BARN_ TECHNICAL DATA SHEET w o�_ Page 5 of 13 CSI 09 96 46 N + Plus ThB , =B V R N Intumescent Coating Spray Polyurethane Foam Insulation Table 3 Code Compliance INTERNATIONAL BUILDING CODE®(IBC®) Chapter 8 Interior Finish Chapter 8 Interior Finish 803.1.1 Interior Wall and Ceiling Finish Materials NFPA 286 803.1.1 Interior Wall and Ceiling Finish Materials NFPA 286 803.1.2 Interior Wall and Ceiling Finish Materials ASTM E84 or UL 723 803.1.2 Interior Wall and Ceiling Finish Materials ASTM E84 or UL 723 803.4 Foam Plastics 803.4 Foam Plastics Chapter 26 Plastic Chapter 26 Plastic 2603.4/2603.9 Thermal Barrier Special Approval 2603.4/2603.9 Thermal Barrier Special Approval 2603.4.1.6 Attics and Crawl Spaces 2603.4.1.6 Attics and Crawl Spaces INTERNATIONAL BUILDING CODE®(IBC®) i Chapter 8 Interior Finish Chapter 8 Interior Finish 803.1.1 Interior Wall and Ceiling Finish Material 803.1.1 Interior Wall and Ceiling Finish Material 803.1.2 Corner Test for Interior Wall or Ceiling Finish 803.1.2 Corner Test for Interior Wall or Ceiling Finish 803.4 Foam Plastics 803.4 Foam Plastics Chapter 26 Plastic Chapter 26 Plastic 2603.4/2603.9 Thermal Barrier Special Approval 2603.4/2603.10 Thermal Barrier Special Approval 2603.4.1.6 Attics and Crawl Spaces 2603.4.1.6 Attics and Crawl Spaces INTERNATIONAL MECHANICAL CODE®(IMC®) 2021 Chapter 6 Duct Systems Chapter 6 Duct Systems 2018 602.2 Plenums Construction FSI/SDI 1 602.2 Plenums Construction FSI/SDI 2015 2012 Chapter 6 Duct Systems Chapter 6 Duct Systems 602.2 Plenums Construction FSI/SDI 602.2 Plenums Construction FSI/SDI INTERNATIONAL RESIDENTIAL CODE°(IRC®) Chapter 3 Building and Planning Chapter 3 Building and Planning R302.9 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R302.9 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R316.4/R316.6 Thermal Barrier Specific Approval R316.4/R316.6 Thermal Barrier Specific Approval R316.5.3(AC377 Appx X)Foam Plastic in Attics R316.5.3(AC377 Appx X)Foam Plastic in Attics R316.5.4(AC377 Appx X)Foam Plastic in Crawl Spaces R316.5.4(AC377 Appx X)Foam Plastic in Crawl Spaces 2015 2012 Chapter 3 Building and Planning Chapter 3 Building and Planning R302.9 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R302.9 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R316.4/R316.6 Thermal Barrier Specific Approval R316.4/R316.6 Thermal Barrier Specific Approval R316.5.3(AC377 Appx X)Foam Plastic in Attics R316.5.3(AC377 Appx X)Foam Plastic in Attics R316.5.4(AC377 Appx X)Foam Plastic in Crawl Spaces R316.5.4(AC377 Appx X)Foam Plastic in Crawl Spaces NATIONAL FIRE PROTECTION ASSOCIATION)(NFPA®)101 Chapter 30 Interior Finish Chapter 10 Interior Finish Chapter 30 Interior Finish 10.2.3 Interior Wall/Ceiling Finish Testing& 10.2.3 Interior Wall/Ceiling Finish Testing&Classification 10.2.3 Interior Wall/Ceiling Finish Testing&Classification Classification 10.2.3.4 Required to be Tested ASTM E84 or UL 723 10.2.3.4 Required to be Tested ASTM E84 or UL 723 10.2.3.4 Required to be Tested ASTM E84 or UL 723 10.2.4.3 Cellular or Foamed Plastic(Sips) 10.2.4.3 Cellular or Foamed Plastic(Sips) 10.2.4.3 Cellular or Foamed Plastic(Sips) 10.2.4.3.3 Cellular or Foamed Plastic Testing(Sips) 10.2.4.3.1 Cellular or Foamed Plastic Testing(Sips) 10.2.4.3.1 Cellular or Foamed Plastic Testing(Sips) 10.2.4.3.4 Cellular or Foamed Plastic Trim(SIPS) 10.2.4.3.2 Cellular or Foamed Plastic Trim(SIPS) 10.2.4.3.2 Cellular or Foamed Plastic Trim(SIPS) 10.2.6.1 Fire Retardant Coatings FSI/SD 10.2.6.1 Fire Retardant Coatings FSI/SD 10.2.6.1 Fire Retardant Coatings FSI/SD Chapter 33 Existing Residential Board/Care Occupancies Chapter 33 Existing Residential Board/Care Occupancies Chapter 33 Existing Residential Board/Care Occupancies 33.2.3.5.7.2(4)/1.4 Attics 33.2.3.5.7.2(4)/1.4 Attics 33.2.3.5.7.2(4)/1.4 Attics TECHNICAL DATA SHEET MaA�In U�U8A Page 6 of 13 CSI 09 96 46 Plus ThB N p-BURN® Intumescent Coating Spray Polyurethane Foam Insulation Table 4 Green Standards ANSI/ASHRAE/ICC/USGBC STANDARD 189.1 8.Indoor Environmental Quality(EEQ) 8.Indoor Environmental Quality(IEQ) 8.4.2.2 Paints and Coatings 8.4.2.2 Paints and Coatings 8.4.2.2.1 Emissions Requirements 8.4.2.2.1 Emissions Requirements 8.4.2.2.2 VOC Content Requirements:a and b 8.4.2.2.2 VOC Content Requirements 8.5.2 Materials 8.5.2 Materials 9.The Buildings Impact on the Atmosphere,Materials,and Resources 9.The Building's Impact on the Atmosphere,Materials,and Resources 9.3.1.1 Diversion 9.3.1.1 Diversion 9.3.1.2 Total Waste 9.3.1.2 Total Waste 9.3.1.3 Construction Waste Management Plan 9.3.1.3 Construction Waste Management Plan CALIFORNIA AIR RESOURCES BOARD(ARB) 8.Compliance and Test Methods 8.Compliance and Test Methods 8.1 Calculation of VOC Content 8.5.9 VOC Content of Coatings 8.2 VOC Content of Coatings Table 1,VOC Content Limits for Architectural Coatings:Flat Coatings CALIFORNIA DEPARTMENT OF PUBLIC HEALTH(CDPH) STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOC EMISSIONS FROM STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOC EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS V1.2 CA Specification 01350 INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS V3.1 CA Specification 01350 COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS(CHPS) Core Criteria New Construction and Renovation Core Criteria New Construction and Renovation Indoor Environmental Quality Indoor Environmental Quality Prerequisite:EQ 7.0 Low Emitting Materials/Paints&Coatings Prerequisite:EQ 7.0 Low Emitting Materials/Paints&Coatings EQ 7.1 Additional Low Emitting Materials/EQ 7.1.5 Paints&Coatings EQ 7.1 Additional Low Emitting Materials/EQ 7.1.5 Paints&Coatings Materials&Waste Management Materials&Waste Management Prerequisite MW 1.0 Storage&Collection Recyclables Prerequisite MW 1.0 Storage&Collection Recyclables GENERAL SERVICES ADMINISTRATION(GSA)PUBLIC BUILDING SERVICE(PBS)-P100 Chapter 3 Architecture and Interior Design Chapter 3 Architecture and Interior Design 3.5.2.19 Interior Coatings(Paint) 3.5.2.19 Interior Coatings(Paint) Chapter 4 Prescriptive Structural Engineering Chapter 4 Structural Engineering 4.3.1 Innovative Materials and Methods 4.3.1 Innovative Materials and Methods Chapter 7 Fire Protection Chapter 7 Fire Protection and Life Safety 7.1.3.3 Alternative Designs 7.3.1.3 Alternative Designs ICC/ASHRAE 700 NATIONAL GREEN BUILDING STANDARDTM(NGBS) Chapter 6 Resource Efficiency Chapter 6 Resource Efficiency 605.3 Recycled Construction Materials 605.3 Recycled Construction Materials 609.1 Regional Materials 609.1 Regional Materials Chapter 9 Indoor Environmental Quality Chapter 9 Indoor Environmental Quality 901.8 Wall Coverings 901.8 Wall Coverings 901.9 Interior Architectural Coatings 901.9 Interior Architectural Coatings 901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 901.9.3 901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 901.9.3 904.1 Indoor Air Quality(IAQ)During Construction ANSI/ASHRAE/ICC/USGBC STANDARD 189.1 Chapter 11 Remodeling Chapter 11 Remodeling 11.605.3 On-site Recycling 11.605.3 On-site Recycling 11.605.4 Recycled Construction Materials 11.605.4 Recycled Construction Materials 11.609.1 Regional Materials 11.609.1 Regional Materials 11.901.8 Wall Coverings 11.901.8 Wall Coverings 11.901.9 Interior Architectural Coatings 11.901.9 Interior Architectural Coatings 11.901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 11.901.9.3 11.901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 11.901.9.3 11.901.9.4 Mandatory Requirement 11.901.9.4 Mandatory Requirement 11.904.1 Indoor Air Quality(IAQ)During Construction 11.904.2 Indoor Air Quality(IAQ)Post Construction Jim N -_BURN_ TECHNICAL DATA SHEET Mw,In m.UM n Page 7 of 13 CS109 96 46 N �+ Plus ThB ��-BURN Intumescent Coating Spray Polyurethane Foam Insulation Table 4 continued Green Standards Chapter 12 Remodeling of Functional Areas Chapter 12 Remodeling of Functional Areas 12.1(A).609.1 Regional Materials 12.1(A).609.1 Regional Materials 12.1.901.8 Interior Wall Coverings 12.1.901.8 Interior Wall Coverings 12.1.901.9 Architectural Coatings 12.1.901.9 Architectural Coatings 12.1.901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 12.1.901.9.2 12.1.901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 12.1.901.9.2 INTERNATIONAL GREEN CONSTRUCTION CODE®(IgCC®) 8.Indoor Environmental Quality(IEQ) Chapter 5 Material Resource Conservation and Efficiency 8.4.2.2 Paints and Coatings 503.1 Construction Material and Waste Management Plan 8.4.2.2.1 Emissions Requirements 8.5.2 Materials INTERNATIONAL GREEN CONSTRUCTION CODE®(IgCC®) 9.The Buildings Impact on the Atmosphere,Materials,and Resources Chapter 8 Indoor Environmental Quality and Comfort 9.3.1.1 Diversion 806.3 Architectural Paints and Coatings/Table 806.3(1)or 806.3(2) 9.3.1.2 Total Waste 9.3.1.3 Construction Waste Management Plan 9.4.1.2 Regional Materials U.S.GREEN BUILDING COUNCIL®LEED® 2018 V3 2009 BUILDING DESIGN(BD)AND CONSTRUCTION(C) NEW CONSTRUCTION AND MAJOR RENNOVATIONS Materials and Resources(MR) Materials and Resources(MR) MR Prerequisite:Storage and Collection of Recyclables MR Credit 1.1 Building Reuse-Maintain Existing Walls,Floors&Roofs MR Credit:Building Life-Cycle Impact Reduction:Option 1 or Option 2 MR Credit 1.2 Building Reuse-Maintain Interior Nonstructural Elements MR Credit:Building Product Disclosure and Optimization-Material Ingredients: MR Credit 2 Construction Waste Management Option 2 International Alternative Compliance Path-Reach Optimization MR Credit 5 Regional Materials MR Credit:Construction and Demolition Waste Management Indoor Environmental Quality(EQ) Indoor Environmental Quality(IEQ) EQ Credit:Low-Emitting Materials:Option 1 IEQ Credit 4.2 Low Emitting Materials-Paints&Coatings Innovation in Design(ID) Innovation in Design(ID) Credit 1 Innovation in Design Credit 1 Innovation in Design HOMES DESIGN(HD)and CONSTRUCTION(C) Materials and Resources(MR) MR Credit:Construction Waste Management Indoor Environmental Quality(EQ) EQ Credit:Low-Emitting Products INTERIOR DESIGN(ID)and CONSTRUCTION(C) Materials and Resources(MR) MR Prerequisite:Storage and Collection of Recyclables MR Credit:Building Product Disclosure and Optimization-Material Ingredients: Option 2 International Alternative Compliance Path-Reach Optimization MR Credit:Construction and Demolition of Waste Management Indoor Environmental Quality(EQ) EQ Credit:Low-Emitting Materials:Option 1 Innovation in Design(ID) Credit 1 Innovation in Design SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT(SCAQMD)RULE 1113 Table of Standards 1,VOC Limits T—abTe-of Standards 1,VOC Limits Flats Flats (e)Test Methods (e)Test Methods (e)(1)(A)U.S.EPA Reference Test Method 24 (e)(1)(A)U.S.EPA Reference Test Method 24 TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn®,Inc. No-Burn,Inc. LIMITED WARRANTY No-Burn®,Inc.warrants that the No-Burn®formula will be manufactured to the same specifications and quality,and will SALES INFORMATION AND ORDER PLACEMENT perform equally to the tests performed by the independent laboratories when properly applied. Warranty coverage is limited solely to the cost 1-800-989-8577 of product purchased hereunder and specifically excludes incidental expenses and consequential damages. The applicator warrants that the TECHNICAL INFORMATION product,in its original form from the manufacturer,will be stored,mixed and/or applied as directed in the guidelines published by No-Burn®, 1-800-989-8577 Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn®,Inc.or the applicator are www.noburn.com excluded.There may be situations and materials for which No-Burn®will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn,Inc.are subjected to our Policy&Procedures available at http://noburn.com/polices- ©2025 No-Burn,Inc. procedures UPDATES AND CURRENT INFORMATION Revised 18-1un-2025.The information in this document may change without notice. :. TECHNICAL DATA SHEET N -BU_R_N: "' Mre U me uaA Page 8 of 13 CSI 09 96 46 �+ Plus ThB N�-BURN �( Intumescent Coating Spray Polyurethane Foam Insulation FABRICANTE retrasar el aumento de temperatura de la espuma y al retrasar o evitar No-Burn,Inc. que la espuma se encienda. Aplicable para espuma de poliuretano en 1255 High Street,Suite 200, spray de celulas cerradas y celulas cerradas, Plus ThB proporciona Wadsworth,Ohio 44281 protecci6n contra incendios y retardancia a la vaporizaci6n de Clase III www.noburn.com seg6n to exige el c6digo para la construcci6n residencial, comercial y DESCRIPCION comercial. Cumple con los requisitos del USDA para contacto incidental No-Burn® Plus ThB es un recubrimiento intumescente de pelicula con alimentos y materiales ANSI/NSF 51 para la zona de alimentos. delgada a base de agua que,cuando se expone a altas temperaturas y a 4.NORMAS APLICABLES llamas, se hincha y se carboniza para crear una barrera aislante que No-Burn®Plus ThB puede ser especificado en el cumplimiento de los siguientes: protege los Sustratos tratados del fuego. Este material esta certificado AC377 ECO17 para aplicarse en una gran variedad de Sustratos y la conformidad con la AC456 GSA PBS-131OO reacci6n al fuego se logra con el adecuado espesor de pelicula h6meda. Normas ANSI/ASHRAE/ICC/USGBC 189.1 ICC/ASHRAE 700 NGBS 1.PRINCIPALES USOS Normas ANSI/NSF 51 IgCC Plus ThB se puede usar en edificios nuevos y existentes,de conformid ASTM E84 LEED v3 2009&v4ad ASTM E96 NFPA 285 con las normas IBC®, IMC°, IRC®, IEBC® y otros c6digos o normas 5 GARB NFPA 28 aplicables,y se utiliza en aplicaciones donde se ofrece: CDPH(CA Spec 01350) SCA 28 Regla 1113 • Clasificacidn de acabado interior clase I o clase A: CHPS UL 1715 ■ Propagaci6n de llamas(FS)0 ■ Humo desarrollado(SD)10 • Barrera termica alternativa o no prescriptive Material , , TB'or Grosorde ice de • Barrera de ignici6n alternativa o no prescriptiva IBz Peliala propagad6n • Resistencia al vapor de Clase III Accufoam OC Open Cell Foam TB 14h6medo 115 sq.ft/gal. • Montaje de pared exterior nominal Accufoam CC Cdlula Cerrada SPF TB 14h6medo 115 sq.ft/gal. AccufoamCC-HFOC61ulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Informes de evaluaci6n de Cumplimiento de c6digos:ER 305&TER 1905-03. AMBrrAMBI-SEALS.oceldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Verificaci6n de instalaci6n:SPFA-148. AMBrrAmbi-Trte201(245Fa)WulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Listado de disenos de Intertek:BASF/FI 30-90. AMBrrAmbi-Trte204HFOC61ulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Alpha Polymers AP 100(OC)Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. 2.ESPECIFICACIONES Alpha Polymers AP 200 245fa(CC)Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Color: Blanco/Cris/Tintado Alpha Polymers AP210HFO(CC)CeldaAbrertaSPF TB 14h6medo 115 sq.ft/gal. AMD DiamondbackCelula Cerrada SPF TB 16 h6medo 100sq.ft/gal. Rueda de color intumescente v tintado BASFEnertite®G Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Blanco Gris BASFEnertite®X Celda Abierta SPF TB 14h6medo 115 sq.ft./gal. Acabado: Plano BASFEnertite®MaxCeldaAbiertaSPF TB 14h6medo 115sq.ft/gal. Contenido de quimicos 18 g/I metodo EPA 24 BASFSpraytke®SPCelulaCerradaSPF TB 14h6medo 115sq.ft/gal. orgkicos vol2tiles: BASFSpraytfte®158CelulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Tiempo de secado: De 60 a 90 minutos BASFSpraytfte 178Ce1ulaCerradaSPF TB 17h6medo 94 sq.ft./gal. BASFSpraytite®81206CelulaCerradaSPF TB 17h6medo 94sq.fL/gal. Cubetas: 5 galones(19 1),58.5 Ibs BASFWalltite®USCelulaCerradaSPF TB 17h6medo 94sq.fL/gal. Tambores: tambor de 55 galones(208 1),neto 45 BASFSpraytite®Comfort CelulaCerradaSPF TB 14h6medo 115 sq.ft/gal. galones(170 1)586.5 Ibs BASFSpraytite®Comfort XLC2lulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Vida 6til: 12 meses BASFSpraytite®LWP-LCelulaCerradaSPF TB 14h6medo 115sq.ft/gal. Tiempo de curado: 24 horas BASFSpraytite®LWPC61ulaCenadaSPF TB 14h6medo 115 sq.fL/gal. Punto de ebullici6n: 212°F(97.7°C) BASF Walhite®MAX C61ulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Punto de congelamiento: 32°F(0°C) BASFWalltitee XLCelulaCerradaSPF TB 14h6medo 115sq.ft/gal. %vol6til porvolumen: 36% BASF Wallfite®Plus CelulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Gravedad especifica: 1.25 BASF Walltite®ONE C61ulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Carlisle Searrfte Pro CeldaAblertaSPF TB 14h6medo 115 sq.ft/gal. Consultar la ficha de datos de seguridad (M)SDS y Practicas Carl'IeFoamsulate5OHYCeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. recomendadas Para el maneio seguro y el almacenamiento del producto Carlisle Searrfte Pro XlRCeldaAbrertaSPF TB 14h6medo 115 sq.ft/gal. para obtener informaci6n adicional. Carl'IeFoamsulate50ESCeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Carlisle Searrrte Pro High Yield CeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. 3.RENDIMIENTO DEL PRODUCTO Carlisle Foamsulate 50 Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. No-Burn® Plus ThB puede usarse para los usos principales expresados. CadisleSearrde Pro NoMb(CeldaAbiertaSPF TB 14h6medo 115 sq.ft./gal. Como componente de un conjunto de barrera de ignici6n alternativa o Carlisle Searrrte Pro C61ulaCerradaSPF TB 14h6medo 11S sq.ft./gal. conjunto de barrera termica,Plus ThB es un revestimiento intumescente Carlisle FoamsulateCelulaCerradaSPF TB 14h6medo 115 sq.ft/gal. contra incendios para espacios interiores donde se instala espuma de Carlisle searrite Pro HFOCelulacerradaSPF TB 14h6medo 115 sq.ft/gal. poliuretano en aerosol. Aplicado en una aplicaci6n de una Bola capa, Carlisle FoamsulateHFO2.0CelulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Plus ThB protege de forma pasiva la superficie de espuma en aerosol al Carlisle Searrde Pro One Zero CelulaCerradaSPF TB 14h6medo 115 sq.ft./gal. Carlisle FoamsulateHFOC61ulaCerradaSPF TB 14h6medo 115 sq.ft/gal. NEIN .-BARN_ TECHNICAL DATA SHEET rw.�"m.ua� Page 9 of 13 CSI 09 96 46 NAl. Plus ThB CO-BURN Intumescent Coating Spray Polyurethane Foam Insulation continuada Tabla I continuada Sustroto Sustroto Material TB'or Grosorde Indioede Material TBlor Grosorde Indicede IBz Pelfarla propagadon IBz Pelfala propagaddn Central Urethane X-Press Seal 170Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Huntsman(Icynene)Classic Ultra Wula Abierta SPF TB 16 humedo 100 sq.ft./gal. Central Urethane X-Press Seal 200 Wula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)Classic Ultra Select Celula Abierta SPF TB 16h6medo 100 sq.ft/gal. Creative Polymer Solutions AccufoamCCCelula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)Classic Plus Celda Abierta SPF TB 16h6medo 100 sq.ft/gal. Creative Polymer Solutions Accufoam2.0 CC-HFO CCSPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)No Mix Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Creative PolymerSolutionsAavfoamCC Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)ProSeal Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Dynamo 500 Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)ProSeal LECelula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Dynamo ECO2000 HFO Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)ProSeal Eco Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Dynamo ECO2000 HFO 2x Lift Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)ProSeal HFO C lulaCerradaSPF TB 14h6medo 115sq.ft/gal. Elastochem Insulthane450 NM Celda Abierta SPF TB 14 humedo 115 sq.ft./gal. Huntsman(Icynene)ProSeal HFO CW Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Elastochem insulthane200 Evolution Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)MD-C-2000elula Cerrada SPF TB 14h6medo 115sq.ft/gal. Elastochem Insulthane Extreme HFO Celula Cerrada SPF TB 14 humedo 115 sq.ft/gal. Huntsman(Lapolla)Foam-Lok FL450 Celda Abierta SPF TB 16 humedo 100 sq.ft./gal. Elastochem Insulthane Extreme HLCelula Cerrada SPF TB 14 humedo 115 sq.ft/gal. Huntsman(Lapolla)Foam-Lok FL500 Celda Abierta SPF TB 14h6medo 115 sq.ft./gal. Huntsman(Lapolla)Foam-Lok FL750 Celda Abierta SPF TB 16 humedo 100 sq.ft./gal. Enerlab 2.0 Celula Cerrada SPF TB 14 humedo 115 sq.fit/gal. Huntsman(Lapolla)Foam-Lok FL200D-3G Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Enverge/Gam EZSpray F4500 Celda Abierta SPF TB 14 humedo 115 sq.ft/gal. Huntsman(Lapolla)Foam-Lok FL 2000-4G Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Enverge/Gaco 183M Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Huntsman(Lapolla)Foam-Lok FL 2000Ce1ula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Enverge/Gaco OnePass F1850 Celula Cerrada SPF TB 14h6medo 115 sq.ft./gal. ICP Handi-Foam HVLP LD 0.5 Celda Abierta SPF TB 14 humedo 115 sq.ft./gal. Enverge/Gaco OnePass 1860 HFO Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. ICP Handi-Foam HVLP MD HFO Celula Cerrada SPF TB 14 humedo 115 sq.ft/gal. Enverge/GacoOnePass Low GWPF1880Ce1ula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Innovative Polymer Systems lPS20DOHFLC61ula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Enverge/SES EasySeal0.5 Celda Abierta SPF TB 14 humedo 115 sq.ft/gal. Johns ManvilleJM Corbond Celda Abierta SPF TB 14 humedo 115 sq.ft./gal. Enverge/SESSucraSeal0.5 Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Johns Man%illeJM Corbond HY Celda AbiertaSPF TB 14h6medo 115 sq.ft/gal. Enverge/SES Nexseal 2.0Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Johns Manville JMCorbondOCXCelda Abierta SPF TB 14h6medo 115 sq.ft/gal. Enverge/SES Nexseal 2.0 LE Wula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Johns ManvilleJM Corbond III Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Everest Evercell 2.0(245fa)Celula Cerrada SPF TB 14 humedo 115 sq.ft/gal. Johns ManvilleJM Corbond IV Celula Cerrada SPF TB 14 humedo 115 sq.ft/gal. Everest Opticell2.0(HFO)Wula Cemada SPF TB 14 humedo 115 sq.f./gal. Johns ManvilleJM GEN IV Celula Cerrada SPF TB 14 humedo 115 sq.ft/gal. Johns ManvilleJM Corbond MCS Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. FireStable Stablebase Max R HFO C61ula Cerrada SPF TB 14h6medo 87 sq.ft./gal. Natural Polymers Natural-Therm 0.4 Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Foam Supplies Genfoam Celda AbiertaSPF TB 14h6medo 115 sq.ft/gal. Natural Polymers Natural-Therm 0.5 Celda Abierta SPF TB 16h6medo 100sq.ft/gal. Foam Supplies genX Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Natural Polymers Ultra-Pure Celda Abierta SPF TB 14h6medo 115sq.ft/gal. Foam Supplies ecostar Wula Cerrada SPF TB 14 humedo 115 sq.ft/gal. Natural Polymers NaturakTherm Zero Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. General Coatings Ultra-Thane 050 Celda Ablerta SPF TB 14h6medo 115 sq.ft/gal. Natural Polymers NaturakTherm2.0Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. General Coatings UltraThane050 Max Celda Abierta SPF TB 14 humedo 115 sq.ft./gal. Natural Polymers NaturakTherm 2.0 HFO Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. General Coatings Ultra-Thane 050 Max Pro Celda AbiertaSPF TB 14h6medo 115 sq.ft/gal. Natural Polymers Ultra-Pure Wula Cerrada SPF TB 14h6medo 115 sq.ft/gal. General Coatings Ultra-Thane 05OX Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. NCFIInsuLStar Light l2-008 Celda AbiertaSPF TB 14h6medo 115 sq.ft/gal. General Coatings Ultra Thane 170 Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. NCFI InsuLStar Light 12-075 Celda Abierta SPF TB 14 humedo 115 sq.ft/gal. General Coatings Ultra-Thane 202Ce1ula Cerrada SPF TB 14h6medo 115 sq.ft./gal. NCFIInsuLStar11-0331.7 HFO Ce1ula Cerrada SPF TB 14h6medo 115 sq.ft/gal. General Coatings Ultra-Thane 202 High-Lift Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. NCFI InsulStar HFO Smart SPF C61ula Cerrada SPF TB 14h6medo 115 sq.ft/gal. General Coatings Ultra-Thane202 Max Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. NCFIInsuLStar11-036Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. General Coatings Ultra-Thane205 HFO Wula CerradaSPF TB 14h6medo 115 sq.ft/gal. NCFIInsuLStarOptimaxxCelula Cerrada SPF TB 14h6medo 115 sq.ft/gal. NCFIInsuLStar1.7OptimaxxCelula Cerrada SPF TB 14h6medo 115 sq.ft/gal. General Coatings Ultra-Thane 205 HFO High-Lift CelulaCerrada TB 14h6medo 115 sq.ft/gal. NCFIInsulBloc Smart Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. General Coatings Ultra-Thane 205 HFO MAX Wula Cerrada TB 14h6medo 115 sq.ft/gal. NCFIInsul Bloc OptimaxxC@Iula Cerrada SPF TB 14h6medo 115 sq.ft/gal. General Coatings Ultra-Thane205HFO Premium CelulaCerrada TB 14h6medo 115 sq.ft/gal. NSF Polymers CC OG HFC C61ula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Genyk Elite 2.0 Wula Cerrada SPF TB 14 humedo 115 sq.ft./gal. NSF Polymers R-MaxCelula Cerrada SPF TB 14h6medo 115 sq.ft./gal. Green Valley GVP 500 NM Celda Abierta SPF TB 16h6medo 100 sq.ft/gal. Nu-Wool Nu-Seal 0.5Ce1ula Cerrada SPF TB 14h6medo 115 sq.ft./gal. Green Valley 2.0 HFO Celula Cenada SPF TB 16 humedo 100sq.ft/gal. Nu-Wool Nu-Seal 2.0 HFO Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Huntsmans Premium lcyneneCCNo-Mix Celda AbiertaSPF TB 14h6medo 115 sq.ft/gal. Nu-Wool Nu-Seal Plus Celula Cerrada SPF TB 14h6medo 115sq.ft/gal. Huntsmans Premium lcyneneClassic45Celda Abierta SPF TB 16h6medo 100sq.ft/gal. Polycon 450 Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Huntsmans Premium Icynene Ultra 50Celda Abierta SPF TB 16 humedo 100sq.fL/gal. Polycon 2000Ce1ula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Huntsmans Premium Icynene Classic75 Celda Abierta SPF TB 16 humedo 100sq.ft/gal. PSI Staycell505 Celda Abierta SPF TB 14 humedo 115 sq.ft./gal. Huntsmans Premium Icynene High-R 80Celda Abierta SPF TB 16 humedo 100 sq.ft./gal. PSI Staycell508 Celda Abierta SPF TB 14 humedo 115 sq.ft/gal. Huntsmans Premium lcynene HFO 200 Wula CerradaSPF TB 16h6medo 100 sq.ft/gal. PSI Staycell504-2Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsmans Premium lcynene HFO Max Celula Cerrada SPF TB 16h6medo 100sq.ft/gal. Profoam ProSeal Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Demilec)Sealection®500 Celda Abierta SPF TB 16 humedo 100sq.ft/gal. Profoam ProSeal Plus 1.7 Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Huntsman(Demilec)Sealection®NM Celda Abierta SPF TB 16h6medo 100sq.ft/gal. quadrant Performance EnviroSeal OC Platinum SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Demilec)Agribalance®Celda Abierta SPF TB 16 humedo 100sq.ft/gal. quadrant Performance EnviroSeal HFO Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Huntsman(Demilec)Heatlok HFO High Lift Celula Cerrada SPF TB 16 humedo 100 sq.ft/gal. quadrant Performance EnviroSeal HFO MB Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Huntsman(Demilec)HeatiOk HFO Pro Celula Cerrada SPF TB 16h6medo 100 sq.fL/gal. Quadrant Performance EnviroSeal CC Platinum MaxSPF TB 14h6medo 115 sq.ft/gal. Huntsman(Demilec)HeatickXr-sCelula Cerrada SPF TB 16h6medo 100sq.fL/gal. Enverge/SES SucraSeal 0.5 Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Demilec)Heatlok Xi-w Wula Cerrada SPF TB 16h6medo 100sq.ft/gal. Enverge/SES EasySeal 0.5 Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Demilec)Heatlok ECO Celula Cerrada SPF TB 16 humedo 100sq.ft/gal. Enverge/SES Nexseal 2.0 Celula Cerrada SPF TB 14 humedo 115 sq.ft/gal. Huntsman(Demilec)Heatlok HFO FZ Celula Cerrada SPF TB 16 humedo 100sq.ft/gal. Enverge/SES Nexseal 2 0 LE Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Huntsman(Icynene)Classic Celda Abierta SPF TB I 16h6medo 100sq.ft/gal. I Spray Foam Genie SFG1.7000dlula Cerrada SPF TB 14h6medo 115 sq.f./gal. N -BARN_ TECHNICAL DATA SHEET Page 10 of 13 CS109 96 46 N �+ Plus ThB 4 -B U R N Intumescent Coating Spray Polyurethane Foam Insulation Tabla 1 continuada .. Sustroto Sustroto Material TBtor Grosorde (ndicede Material TBtor Grosorde (ndroede IBt Pelfcura propagaddn I132 Pelrala propagaddn Spray Foam Genie SFG 2.0 CC Celula Cerrada SPF TB 14 humedo 115 sq.ft/gal. Enverge/SES EasySeal ULD Celda Abierta SPF IB 6 humedo 267 sq.fL/gal. SWDQuik-Shield108 Celula Abierta SPF TB 14h6medo 115 sq.ft/gal. NSF Polymers OC-OG Celda Abierta SPF IB 6h6medo 267 sq.ft/gal. SWD Quik-Shield108YM Celula Abierta SPF TB 14h6medo 115 sq.ft/gal. NSF Polymers OC 365 Celda Abierta SPF IB 6h6medo 267sq.ft/gal. SWDQuik-Shield GOBLIN C61ula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Franklin TdebondWeathermasterSuperfoamCCSPF IB 10h6medo 160sq.ft/gal. SWD Quik-Shield 112 Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. General Coatings Ultra-Thane 050 Celda Abierta SPF IB 6h6medo 267 sq.ft/gal. SWD Quik-Shield 118 Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. General Coatings Ultra-Thane 050 Max Celda Abierta SPF IB 6h6medo 267 sq.ft/gal. SWD Quik-Shield 133 Celula Cerrada SPF TB 14 humedo 115 sq.ft/gal. General Coatings Ultra-Thane050 Max Pro Celda Abierta SPF IB 6 humedo 267 sq.ft/gal. SWD Quik-Shield 144Ce1ula Cerrada SPF TB 14 humedo 115 sq.ft/gal. Genyk Elite 50 Celda Abierta SPF IB 6 humedo 267sq.ft/gal. SWD Quik-Shield YET Ulula Cerrada SPF TB 14h6medo 115 sq.ft/gal Green Valley Products GVP500 NM Celda Abierta SPF IB 6h6medo 267sq.ft/gal. ThermoSeal0O(Celula Abierta SPF TB 16h6medo 115 sq.ft/gal. Huber7JPSystemsRSheating Panel(R-3&R-6) IB 10h6medo 160sq.fL/gal. Therrno.SealCCXC lulaCerradaSPF TB 16humedo 115 sq.ft/gal. Huntsman Premium lcynene Classic 45 Celda Abierta SPF IB 6h6medo 267 sq.ft/gal. Thenno5eal5G Celula Cerrada SPF TB 14 humedo 115 sq.ft./gal Huntsman Premium Icynene Ultra 50 Celda Abierta SPF IB 6 humedo 267sq.ft/gal. ThermoSeal TS HFO C61ula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman Premium lcynene Classic 75 Celda AbiertaSPF IB 6h6medo 267sq.ft/gal. UPC50OWulaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Huntsman Premium lcyneneHigh-RSO Celda Abierta SPF IB 6h6medo 267sq.ft/gal. UPC 500 Max Celula Abierta SPF TB 14humedo 115sq.fL/gal. Huntsman(Demilec)Sealection®500Celula Abierta SPF IB 6h6medo 267 sq.ft/gal. UPC 500 Max Pro UlulaAbiertaSPF TB 14h6medo 115sq.ft/gal. Huntsman(Demilec)Sealection®NMCelulaAbiertaSPF IB 6h6medo 267 sq.ft/gal. UPC 500Gasico Celda AbiertaSPF TB 14h6medo 115 sq.ft/gal. Huntsman(Demilec)Agdbalanc&CelulaAbierta IB 10humedo 160 sq.ft/gal. UPC 500OO(CelulaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)Classic Celula Abierta SPF IB 6h6medo 267sq.ft/gal. UPC 1.7Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)Classic Ultra Celula Abierta SPF IB 6h6medo 267sq.ft/gal. UPC 2.0Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)Classic Ultra Select CelulaAbiertaSPF IB 6h6medo 267sq.ft/gal. UPC 2.0 HLCelula Cerrada SPF TB 14 humedo 115 sq.ft./gal. Huntsman(Icynene)Classic Plus Celula Abierta SPF IB 6 humedo 267 sq.ft/gal. UPC 2 0 MAX Ulula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)Prime Gold Celula Abierta SPF IB 6h6medo 267 sq.ft/gal. UPC 2.0 Premium Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)ProSealEco(MD-R-200)CelulaCerradaSPF IB 5h6medo 320 sq.ft/gal. UPC 2.OHFOC61ula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(kynene)MD{-200CelulaCerrada SPF IB 16h6medo 100sq.ft/gal. UPC 2.0HFO High Lift Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Lapolla)Foam-Lok FL450 Celda Abierta SPF IB 6h6medo 267 sq.ft/gal. Victory Polymers VPC-50C@Iula Abierta SPF TB 14h6medo 115sq.ft/gal. Huntsman(Lapolla)Foam-Lok FL 750 Celda Abierta SPF IB 6humedo 267 sq.ft/gal. XcelusAS450-NMCelula Abierta SPF TB 14h6medo 115 sq.ft/gal. ICP HandWoam HVLP LD 5.0 Celda Abierta SPF IB 6h6medo 267 sq.ft/gal. XoelusXLS500-NMCelula Abierta SPF TB 14h6medo 115 sq.ft/gal. ICPHandFFoam®E-84Clase1(A)Celula Cerrada SPF IB 10humedo 160sq.ft/gal. XcelusAS18000elula Cerrada SPF TB 14h6medo 115 sq.ft/gal. John Manville JMCorbondNM Celda AbiertaSPF IB 6h6medo 267sq.ft/gal. XcelusXLS2000elula Cerrada SPF TB 14h6medo 115 sq.ft/gal. John ManvilleJMCorbondHY Celda Abierta SPF IB 6h6medo 267sq.ft/gal. XcelusAS2000Ulula Cerrada SPF TB 14h6medo 115 sq.ft/gal. NSF Polymers OC-OG Celda Abierta SPF IB 6h6medo 267sq.ft/gal. AMBITAMBI-SEAL5.0 Celula Abierta SPF IB 6h6medo 267sq.ft/gal. NSF Polymers OC365 Celda AbiertaSPF IB 6h6medo 267sq.fL/gal. Alpha Polymers AP100(OC)CelulaAbiertaSPF IB 6h6medo 267sq.ft/gal. Polycon PC 450 Celda Abierta SPF IB 6h6medo 267sq.fL/gal. BASF Enertit&GCelula Abierta SPF IB 6h6medo 267sq.ft/gal. PolyconPC500 Celda Abierta SPF IB 6h6medo 267sq.ft/gal. BASF Enertite®Max UlulaAbiertaSPF IB 6h6medo 267 sq.ft/gal. PolyconPC2000CelulaCerradaSPF IB 6h6medo 267 sq.ft/gal. BASFSpraytite®158Celula Cerrada SPF IB 6h6medo 267 sq.ft/gal. Quadrant Performance EnviroSeal OC Platino SPF IB 6h6medo 267 sq.ft/gal. BASFSpraytite®SPCelula Cerrada SPF IB 6h6medo 267 sq.ft/gal. SWD Quik-Shield 106 Celda Abierta SPF IB 6h6medo 267 sq.ft/gal. BASF Spraytite®Comfort Celula Cerrada SPF IB 6h6medo 267sq.fL/gal. Therm0SealT5106 Celda Abierta SPF IB 6humedo 267sq.ft/gal. BASFSpraytite®ComfortXLCelulaCerradaSPF IB 6h6medo 267sq.ft/gal. ThermoSeal TS 360 Celda Abierta SPF IB 4h6medo 401sq.ft/gal. BASF Spraytite®LWP-LCelulaCerradaSPF IB 6h6medo 267sq.ft/gal. ThermoSeal TS 500 Celda Abierta SPF IB 4h6medo 401 sq.ft/gal. BASF Spraytite®178Ulula Cerrada SPF IB 12h6medo 134sq.ft/gal. ThermoSealTS800 Celda Abierta SPF IB 4h6medo 401sq.ft/gal. BASFSpraytite®81206Celula Cerrada SPF IB 12h6medo 134sq.ft/gal. ThermoSea10O(Celda Abierta SPF IB 6h6medo 267 sq.ft/gal. BASF Walltite®US Celula Cerrada SPF IB 12 humedo 134sq.ft/gal. Tiger Foam®E-84Clase 1SPF IB 10 humedo 160sq.ft/gal. BASFWalhite®LWPC61ula Cerrada SPF IB 6h6medo 267 sq.ft/gal. UPC 500 Celda AbiertaSPF IB 6h6medo 267sq.ft/gal. BASF Walltite®Plus Celula Cerrada SPF IB 6h6, medo 267 sq.ft/gal. UPC 500 Classic Celda Abierta SPF IB 6h6medo 267 sq.ft/gal. BASF Walltit&MAX C61ula Cerrada SPF IB 6h6medo 267sq.ft/gal. UPC 500 Max Celda Abierta SPF IB 6h6medo 267sq.fL/gal. BASF Walltite®XL Celula Cerrada SPF IB 6h6medo 267sq.fL/gal. UPC 500 Max Pro Celda Abierta SPF IB 6h6medo 267sq.ft/gal. BASF Walltite®ONE C61ula Cerrada SPF IB 6h6medo 267sq.ft/gal. Victory Polymers VPC-50 Celda Abierta SPF IB 6h6medo 267sq.ft/gal. Carlisle 5earrite Pro Celda AbiertaSPF IB 6h6medo 267sq.ft/gal. XcelusXLS500-NMCelula Abierta SPF IB 6humedo 267 sq.ft/gal. Carlisle Foamsulate50HY Celda AbiertaSPF IB 6h6medo 267 sq.ft/gal. XcelusXLS18000e1ulaCerradaSPF IB 6humedo 267 sq.ft/gal. CarlisleSearr'de Pro XTR Celda Abiena SPF IB 6 humedo 267sq.ft/gal. Conjuntos alternativos de barrera termica(TB):ER 305 Tabla 2&TER 1905-03 Tabla 1 Carlisle Foamsulate 50 FS Celda Abierta SPF IB 6 humedo 267 sq.ft./gal. Conjuntos alternativos de barrera de ignicidn(IB):ER 305 Tabla 3&TER 1905-03 Tabla 2 Carlisle 5earrite Pro High Yield Celda Abierta SPF IB 6h6medo 267sq.ft/gal. S.EQUIPO Carlisle Foamsulate50 Celda Abierta SPF IB 6h6medo 267 sq.ft/gal. Carlisle Searrde Pro NoMb(Celda Abierta SPF IB 6h6medo 267sq.ft/gal. Los metodos de aplicacion pueden incluir atomizadores sin aire(airless), Central Urethanex-Press Seal 50Celula Abierta SPF IB 5h6medo 267sq.ft/gal. rodillo o brocha. Los fabricantes de Equipos y los modelos de Equipo Creative Polymers AcatfoamCelula Cerrada SPF IB 10h6medo 160sq.ft/gal. atomizador de aplicador sin aire (airless) varfan y a continuacion Creative Polymers Accufoam2.000HFOC lulaCerradaSPF IB 10humedo 160sq.ft/gal. presentamos ejemplos de Equipos aplicables. Las recomendaciones de Convenience Touch'n Seal 2.OPCFUlula Cerrada SPF IB 8h6medo 200sq.ft/gal. Creative Polymer Accufoam®Celda AbiertaSPF IB 6h6medo 267 sq.ft/gat. los Equipos atomizadores de aplicador sin aire(airless)contienen enlaces DAP Touch N'Seal2.2PCFC61ula Cerrada SPF IB 8h6medo 200 sq.ft/gal. a las especificaciones del fabricante para referencia. Enverge/Gaco EZSpray F4500 Celda Abierta SPF IB 6h6medo 267sq.ft/gal. Enverge/SFSEasySeal0.5 Celda Abierta SPF 1 IB l5h6medo 320sq.ft/gal. IN .-BURN:-BURN: TECHNICAL DATA SHEET a".1nnaUSA Page 11 of 13 CSI 09 9646 Plus ThB MG-LBURNO Intumescent Coating Spray Polyurethane Foam Insulation viscosidad. Mezcle Plus ThB nuevamente de acuerdo con las Fabricante Modelo instrucciones del fabricante. Tenga cuidado de no agregar demasiada Ultra Max II 795 ultra Max II 1595 agua o el producto podrfa correr y gotear durante la aplicaci6n. Graco® Ultra Max II 1095 igg ray Mark y Plus ThB nunca debe permitirse que se congele a 32 ° F (0 ° C), Titan® ImpactTM 840 PowrTwinTM 6900 Plus almacenado entre 40°F y 90°F(4.4°C y 32.2°C),y se mantenga alejado ImpactTM1140 PowrTwinTM 8900 Plus de la luz solar directa;Si no puede verificar que se han mantenido estas Recomienda usar boquillas con orificio de tamano 0.019 a 0.025 y manguerapara tomizadores sin aire(airless)tengan un diametro interior de YV o superior. condiciones, el producto se puede desechar de acuerdo con la FDS(M) del fabricante. El equipo de pulverizacibn debe ser capaz de producir un mfnimo de 3,300 psi y los tamanos de orificio de punta recomendados de.019 a.025. Si se desea tehir, Plus ThB se puede tenir a una velocidad maxima de 2 Es posible que los instaladores con patrones de rociado mas rapidos oz• de tinte por galdn con tinte disponible comercialmente que sea prefieran usar tamanos de punta mas grandes de to recomendado. Se seguro para usar con pinturas a base de agua.Se recomienda utilizar No- recomienda quitar los filtros de la pistola atomizadora para permitir el Burn®Black Tint,fabricado por No-Burn,Inc.,para tenir.No-Burn®Black paso del contenido s6lido. No retire la protecci6n contra rocas(pantalla) Tint se puede agregar a raz6n de 12 oz por cubo de 5 galones. de la parte inferior del tubo de admisidn. Se recomienda que las Comunfquese con el fabricante para obtener informacibn adicional sobre manguerapara atomizadores sin aire(airless)tengan un diametro interior tintes. de YV o superior. Probablemente se requieran variaciones en el ancho Cuando se desea un color especffico o negro,se puede utilizar una capa del patron de atomizado y el tamano de la boquilla segun el area expuesta superior a base de agua con un pH de 7 a 9(es decir,Sherwin Williams y el Sustrato(s)donde se aplica el producto. La limpieza de los Equipos se A-100 o Behr Premium Plus). Antes de usar cualquier capa, se puede Ilevar a cabo con agua, u otros metodos recomendados por el recomienda probar la compatibilidad en un area discreta antes de una fabricante del Equipo. aplicaci6n generalizada. La compatibilidad se puede considerar como la 6.PROTECCION PERSONAL Y CONTROLES DE EXPOSICION condicibn general satisfactoria del(los)sustrato(s)una vez que se hayan Se recomienda usar un respirador certificado y gafas de seguridad para aplicado No-Burn®Plus ThB y una capa superior.No-Burn®Inc.no ofrece evitar el rociado y salpicaduras. La protecci6n para los Ojos y la cara debe garantfas de coincidencia de colores cuando se utiliza un tinte de un estar en conformidad con la norma OSHA 29 CFR 1910,133. Se fabricante externo. recomienda usar guantes de goma o plastico para la protecci6n de $.APLICACION manos y brazos. La limpieza personal puede ser con agua yjab6n. Al aplicar No-Burn° Plus ThB, el recubrimiento debe aplicarse al Si se aplica con atomizacor,utilizar un respirador con purificador de aire Sustrato(s),segun corresponda,de acuerdo con el Informe de evaluaci6n aprobado por NIOSH de conformidad con la norma OSHA 29 CFR (ER) 305, Informe de evaluaci6n (TER) 1905-03 y/o lashojas de datos 1910,134 (d)(1)(ii). Si se utiliza en un area limitada, se recomienda tecnicos del fabricante. Copias de datos tecnicos relevantes y / o utilizar un respirador con purificador de aire de cara completa(PAPR)o documentos estaran disponibles en el lugar de trabajo. Antes y durante un respirador con suministro de aire(SAR). Utilizar los respiradores de la aplicaci6n del recubrimiento, las superficies del Sustrato(s) deberan conformidad con las normas 29 CFR 1910,134(d)(3)(i)(A)Cuadro 1,29 estar secas, limpias y libres de suciedad, polvo, aceite, grasa, y todo CFR 1910.134(d)(3)(iii)(B)y 29 CFR 1910.134(d)(3)(iv)(B). material de recubrimiento anterior, como son pinturas, tintes y Utilizar controles de ingenierfa adecuados, como una ventilaci6n selladores. La espuma debe dejarse enfriar a temperatura ambiente adecuada. Cuando estos sistemas no son eficaces,se debe usar equipo antes de la aplicaci6n de No-Burn° Plus ThB, por to menos 1 hora. El de protecci6n personal adecuado,que funcione de manera satisfactoria Sustrato(s) no debe tener, ni haber sido expuesto a, tratamientos, y cumpla con la norma OSHA u otras normas reconocidas. sustancias qufmicas, recubrimientos,etc. antes de la aplicaci6n de Plus ThB. La observaci6n visual de un recubrimiento intumescente es de un 7.MEZCLA,PINTADO Y SOBRETUBOS distintivo color blanco por naturaleza. Para la verificaci6n del espesor Plus ThB debe mezclarse completamente antes de su use de acuerdo con aplicado en humedo, se debe usar un medidor de espesores estandar las recomendaciones del fabricante. Mezcle con una varilla mezcladora para pintores durante la aplicaci6n. El espesor del producto seco sera de electrica de 5 galones a 800-1200 RPM o entre 800 y 1200 RPM hasta 0.55 a 0.70 veces el espesor humedo. Plus ThB se aplicara en los que este completamente mezclado. Agitar No-Burn® Plus ThB con un Sustrato(s), segun corresponda, de conformidad con las agitador de pintura NO es suficiente. No se recomienda filtrar o filtrar recomendaciones del fabricante. Plus ThB. Si No-Burn® Plus ThB se mezcla mas de 24 horas antes de usarlo, vuelva a mezclarlo de acuerdo con las instrucciones del Los Sustrato(s)deberan estar en su posici6n final en el edificio,expuestos fabricante. Generalmente no se necesita adelgazar; Si Plus ThB ha directamente all interior, protegidos de la intemperie, en lugares estado expuesto a altas temperaturas, el agua puede evaporarse del acondicionados y no acondicionados. Ademas, Plus ThB se aplicara en contenedor plastico de 5 galones. Si el nivel de pintura esta por debajo las zonas dentro de la membrana impermeabilizante o superficies no de 3-4 pulgadas desde la parte superior del recipiente, agregue expuestas a la intemperie. suficiente agua para que el nivel vuelva a estar a 3 pulgadas de la parte Los instaladores deben tener cuidado de evitar la pulverizacibn excesiva superior para garantizar la consistencia adecuada. Mezcle Plus ThB de Plus Thb.Si se produce un exceso de pulverizacibn,Plus Thb no nuevamente de acuerdo con las instrucciones del fabricante. degrada ni afecta negativamente el PVC,CPVC,el cableado Romex o el Despues de mezclar,si la viscosidad sigue siendo demasiado alta,puede cable BX,los conectores metalicos,las tuberfas de cobre o hierro u agregar 8 onzas de agua por cubo de 5 galones y mezclar para reducir la otros materiales de construcci6n y puede permanecer.La limpieza del exceso de rociado,si es necesario,se puede completar usando agua N -BURN_ TECHNICAL DATA SHEET N".1n U.USA Page 12 of 13 CSI 09 96 46 N �V=BURNO Plus ThB Intumescent Coating Spray Polyurethane Foam Insulation caliente con jab6n y estropajos resistentes,teniendo cuidado de no F. Una vez curado, Plus ThB instalado en ambientes interiores danar la superficie debajo. expuestos a altos niveles de humedad (es decir, 80% de humedad La temperaturas de la superficie y la ambiental antes y durante la sostenida y mas) o fuera de la envoltura de la estructura, requerira aplicaci6n sera de al menos 40°F(4.4°C). Las temperaturas de superficie una capa superior de grado exterior como Behr Premium Plus Exterior no deben exceder de 100 °F (37.7 °C) durante la aplicaci6n. El o Pinturas exteriores Sherwin Williams A-100. Las estructuras de recubrimiento se aplicara en una tasa de aplicaci6n establecida estacionamiento, tanto por encima como por debajo del nivel del mediante atomizaci6n,rodillo o pincel. suelo,casas de cultivo,areas de piscinas y configuraciones similares, El tiempo de secado es tfpicamente de 60 a 90 minutos y el tiempo de requeriran esta protecci6n. Si el disenador/especificador, el GC o el curado es de 24 horas como mfnimo,aunque depende de la temperatura instalador tienen alguna pregunta sobre los niveles de humedad del ambiente y la humedad relativa. Si es necesario aplicar mas de Una capa, ambiente antes o despues de la instalaci6n de Plus ThB,se recomienda deje secar el No-Burn®Plus ThB completamente entre capas. que hablen con un gerente de servicios tecnicos de No-Burn®,Inc. Siempre es mejor seguir ante todo las directrices de SPF Manufacturer Los cubos vacfos se pueden reciclar de acuerdo con los requisitos locales cuando se trata de instalar Plus ThB, siguiendo estrictamente las de reciclaje y gesti6n de residuos. Si la construcci6n incluye la instrucciones de instalaci6n de rociado. En caso de temperaturas deconstrucci6n y recuperaci6n de productos plasticos de construcci6n, elevadas, humedad o frfo extremo, las directrices de Plus ThB son las puede ser necesario clasificar los plasticos segun sus designaciones. siguientes. A. Plus Thb se puede instalar en un SPF recien instalado segun los tiempos de aplicaci6n de la capa superior del fabricante del SPF. Consulte la informaci6n de datos tecnicos del SPF al que se aplicara Plus Thb. Siga atentamente las instrucciones de instalaci6n del fabricante del SPF. B.Las temperaturas ideales de instalaci6n son 65 grados Fahrenheit o mas y menos del 65%de humedad relativa. C. La temperatura ambiente del aire y del sustrato DEBE ser superior a 40 grados Fahrenheit para aplicar Plus Thb y no puede bajar de 40 grados Fahrenheit hasta que Plus Thb se haya secado al tacto. D. Durante al menos 72 horas despues de la instalaci6n de Plus ThB, se deben mantener temperaturas constantes dentro de los parametros de instalaci6n (al menos 40 grados Fahrenheit, preferiblemente 65 grados Fahrenheit o mas) y no mas del 65% de humedad relativa con lecturas tomadas diariamente. Cualquier condici6n fuera de estas pautas debe ser aprobada por el servicio tecnico de No-Burn®,Inc. E. El espacio donde se instala Plus ThB debe estar bien ventilado,ya sea por aberturas naturales o con el use de equipos de ventilaci6n mecanica como ventiladores o deshumidificadores, tanto durante la instalaci6n como hasta 72 horas una vez finalizada la instalaci6n,para permitir que se complete el proceso de curado. La humedad del aire ambiente y la cantidad de flujo de aire a traves del espacio pueden afectar los tiempos de curado (es decir, mas humedo con menos movimiento de aire puede tardar mas tiempo en curarse). MARCAS COMERCIALES No-Burn,el logotipo de No-Burn y Fire Wise son marcas comerciales propiedad de No-Burn®,Inc. No-Burn,Inc. o con licencia de No-Burn®,Inc. INFORMAci6N DE VENTAS Y PEDIDOS GARANTfA LIMITADA No-Burn®, Inc.garantiza que la formula No-Burn®se fabricara con las mismas especificaciones y 1-800-989-8577 calidad,y se comportara de forma similar a las pruebas realizadas por los laboratorios independientes cuando se aplica INFORMACION TECNICA correctamente. La cobertura de la garantia se limita unicamente al costo del producto adquirido a continuaci6n y excluye especificamente los gastos imprevistos y los da"nos consecuentes. El aplicador garantiza que el producto,en su forma 1-800-989-8577 original del fabricante,se almacenara,mezclara y/o aplicara como se indica en las pautas publicadas por No-Burn®,Inc., www.noburn.com a cada area razonablemente accesible que se haya especificado para protecci6n. Se excluyen todas las garantias implicitas de No-Burn®,Inc.o del aplicador. Puede haber situaciones y materiales para los cuales No-Burn®no evitara que un incendio encienda o retarde el progreso de un incendio. POOTICA Y PROCEDIMIENTOS Toda venta de este producto por parte de No-Burn,Inc.estan sujeta a nuestra politica y procedimientos disponibles en http://noburn.com/polices-procedures NOTICIAS E INFORMACI6N ACTUAL Revisado 18-Jun-2025. La informaci6n contenida en este documento puede cambiar ©2025 No-Burn,Inc. sin previo aviso. N -BURN_ TECHNICAL DATA SHEET Page 13 of 13 CS109 96 46 BuRding Envelopeu W Val Address ofTest 1971`112Y HomeRdr,SanffiddNyjWLj Budding r BUM=Envelope ''ghtness -+ ow VIVULMe BaRCH=t 'Spam 1� 2276 24 � �F 2 756 14149 °�eFot'r-ctaer7"xrrnnn.Cp?��ls"kP$3�'�fff�S.St:�{�:sf�.1t�r�12�J ri1 rZt0Vw Awe 7973 esa.reasa1 a .e eceii�ra a b�3 n 'Total Ve 46962 f�. Duct T tness: PoSt Construction`hest-fatal Duct Leakage flatter AmI: Leakage CFIM @ 25pa It1 CFWI(* Y CI=A a1Tl� Code CompHanCe: ; , empt system=2: Duct Lozifion �.. Leakage CF @ 25pa= CFX/IOO W CF4:=j`�� Code Ctmipiian E r System 3: DMIl irr �' g��raPxac�$ 3iYct'I catiasn Of'. l➢�vi� Floor Area Leakage CF I @ 25pal CFMIIQO f?CFA= Code CvmgMI M All building i;; ope tightness has beery verified and canducted tinaccordantevvith RESNETi iCC 380 ASM E379 or ASTM EM7,as requrrea];by 2018'IECC:as angended by.the 2020 New York'State'Supplement,sec3aon R402.4 a j The-bisflffiag.dutt and pleaturn syste n has l een verified'as required by the 20.19 IECC as amended by 2020 New`fork State Supplement,Section R4o3.3-4_ Signature: f' r r "✓ rfi Date: 7I=025 Cltristopher;Sitvia,,Home Enea,gySolutions l cetaiasVlam,PLC(367) .lob Number: 6087347 40 Haynes Court RONKONKOMA,NY 11779 Insulation Certificate trssuMon is installed in the structure described below as follows: Work Area hem Installed Bags I 5q Feet First Floor Ceiling 6"x 16"x 48"Mineral Wool Batts SAFB 8.N x 200'SC1510DC 1.5WEPoly 8.4'x 200'SC15100C 1.5MIL Poly Crawl Space Ceiling BASF Walltite XL Closed-Cell 2"R-13.60 2X6 Exterior Walls BASF Walltite XL Closed-Cell 2"R-13.80 Garar3P Exlerjar Walls, BASF Irl AX e YLQ.ww -�..A9.?"RV Crawl Space Ceiling BASF Walltite XL Closed-Cell 2"R-13.80 Roof Rafters BASF Walltite XL Closed-Cell 4.5"R-31.95 Roof Rafters BASF Walltite XL Closed-Cell 4.5"R-31.95 1 st Floor Cold Flat Ceiling BASF Walltite XL Closed-Cell 4.5"R-31.95 Picture Frame Air Seal CF812 Foam Sealant Foam Seal Door And Windows CF812 Foam Sealant Open Knee Walls F-FSK541000Ti W 54'Radiant Bader Crawl Space Ceiling Fire&Sound Guard Plus R-23 5.5"x 15"x 47" Fire Caulking Intumescent 814,Rockwool FS-ONE Max Firestop Sealant1'20�z.fu7ij 2X6 Exterior Walls R-13 15"x 93"-Unfaced-Batts R-1315"x 93"-Unfaced-Batts Garage Exterior Walls R-1315"x 93"-Unfaced-Batts 2X6 Garage Common Walls R-1915"x 93"-Kraft-Batts 2X6 Exterior Walls R-19 15"x 93"-Kraft-Batts R-1916"x 96"-Unfaced-Batts Crawl Space Ceiling R-23 15"x 47"UltraBaft Garage Flat Ceiling R-3016"x 48"-Kraft-Batts 'Fiberglass blow has no settling factor for R-values Job Name: 1071 Bay Home Road Southold,MY 11971 Job Address: 1071 Bay Home RoaJ-i F �J 4 SOUTHOLD,NY 11971 t[ 1; AUG 2 5 2025 ' y' Date Completed: Insulation By: G J f i,'; ;j;:Li'•:Pi� es FOUNDATION (IST ` . 'FOUNDATION ( 1 f ROUGH FRAMING PLUMBING INSULATION PER N.Y; STATE ENERGY • 1 �WIN. d � '/ ` a ' ��1._> • Ill_ 7 Ug a«, '. I►��' � � �IYL�1 r 1 r ADDITIONALC ,lip � . PIP • TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o a�X,4` Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny_gov Date Received APPLICATION FOR BUILDING PERMITbq� or Office Use Only .1 JA N 2 8 2021 ( .!° PERMIT NO. Building Inspector: Applications and forms must be filled out in their:entirety Incomplete .. a ppiicatiohs will;not be.accepted ;Where'the Applicant is not the owner,an Owner's Authorization form(Page 2)shally6e completed ` Date: OWNERS)OF'PROPERTY Name: Steve and Marica Donadic FCTM#1000-56-5-37 Project Address: 1071 Bay Home Road, Southold Phone#: 917 301 77861. Email Stevedonadic.com Mailing A 11 ddress 180 BayvieW Road, Manhasset, NY 11030 CONTACT PERSON Name: same as above Mailing Address: Phone#: Email: DESIGN PROFESSIONALyINFORMATION Name Tom Samuels, RA Mailing Address: 25235 Main Road, Cutchogue, NY„11935 Phone#: 631 734 6405 Email Tom@,samuelsandsteelman.com CONTRACTOR INFORMATION Name Will submit required information When contractor is selected. Mailing Address: Phone#:. Email: DESCRIPTION OFPROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1,000,000. Will the lot be re-graded? 59Yes El No Will excess fill be removed from premises? RYes ❑No 1 PROPERTY]N FORMATION ' Existing use of property: VaCarlt. .,.. Intended use of property:-residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R- - 0 this property? ❑Yes ❑No IF YES, PROVIDE A COPY. B Check Box After Reading:'The owner/contractor/design professional�s'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,Soffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, -,additlons,alterations or for removaF,Odemohtion as herein descrlbed The applicant agrees.to,coinply with all applicable laws;ordinances,building code, housing code'and regulations and to admit authorized inspectors on`,premises and in fiuilding(s)for necessary inspections.False statements,made herein are,,, punishable as a Class A misdemeanor pursuant to section 2201AS of the New York State Penal Law. Application Submitted By( Steve Donad is ❑Authorized Agent BOwner Signature of Applicant: C Date: STATE OF NEW YORK) SS: COUNTY OF Steve Donad is being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her kncMWMg omlief;and that the work will be performed in the manner set forth in the application file therewitR40tary Public-State of New York No.01 ZY6205445 Qualified in Queens County Sworn before me this Commission Expires May 11,2021 day of !10 MAXXI& it ,20 N(ItayPkiblic PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 APPLICATION ,v PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DENT LOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS APPLICANT to read and sign): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7_ Applicant hereby gives consent to the Lo okdmioistrator or his/her representative to make reasonable inspections required to verify compli Sc OF NEB,r 8. 1,THE APPLICANT,CERTI W NTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,T WLEDGE,TRUE AND ACCURATE. (APPLICANTS Sk,*ATURE) DATE SECTION Z: PROP SED DE LOP ' � � d by APPLICAN RED AR- AME R S TELF-PHONE APPLICANT—:— BUILDER ENGINEER PROJ= To avoid delay in processing the application, please provide eaouah information to easily identify the project location. Provide the street address, lot cumber or legal description (attach) and, outside urban areas, the- distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. 100 FDP(93) I _ APPLICATION- PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT AC'TIVTTY SS�TRUCTUR , TYPE 1,14w Structure M-fi sidential (I-4 Family) Ll Addition ❑ Residential (More than 4 Family) Cl Alteration ❑ Non-residential (Floodprooftng? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) O Demolition ' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) FSTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES:_�� 0 Fill ❑ Mining U Dril I4dling Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements-(Including Culvert Work) O Road.Street or$ridge Construction ❑ Subdivision (New or Expansion) 13 Individual Water or•Se r System O Other (Please Specify)" After completing SECTION 2, A.PPLICA. should submit form to Local Administrator for revriew. SECT ON 3: FLOODPLAiN DETERMINATION f7o be cc feted by IACAL ADMINISTRATOR) The proposed development is located on FMM Panel No. D ! rDated �The Proposed Development: 7T' 6.10 3 C J 1� ❑ Is NOT located in a Special Flood Hazard Area (Notify the apP"=t that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED)• 0 Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable 13 The proposed development is located in a floodway. FBFM Panel No. Dated O See E�`u o dditional instructioas. Y SIGNED DOT); 029�v018350A C C/STFRED ARGN\� v ' Glenn Goldsmith,President �-A so�r�` Town Hall Annex Michael J.Domino ,� t°'� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams Fax(631)765-6641 4OWN BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 29,2020 Thomas C. Samuels,Architect Samuels & Steelman 25235 Main Road Cutchogue, IVY 11935 RE: STEVE & MARICA DONADIC 1071 BAY HOME ROAD, SOUTHOLD SCTM# 1000-56-5-37 Dear Mr. Herrmann. The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 28, 2020: WHEREAS, Samuels & Steelman Architects, on behalf of STEVE & MARICA DONADIC applied to the.Southold Town:Trustees for an.Amendment to.Wetland Permit#9500 under.the. provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 22, 2020, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations,and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: drainage concerns were.previously addressed, and . WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 28, 2020, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS,the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program_pursuant to Chapter 268-5 of the Southold Town Code, and, BE IT FURTHER RESOLVED, that the Board of Trustees APPROVE the Amendment to Wetland Permit#9500 to modify the proposed project to consist of eradicating existing invasive bamboo from site by cutting all bamboo to just above grade and hand excavate all plants and roots within perimeter of property; construct new two-story framed residence on masonry foundation with a footprint of 2,5980:1:over flood compliant crawl space, including attached one car garage; construct covered masonry entry terrace of 138sq.ft.; and masonry walkway to grade of 226sq.ft.; construct new frame deck on waterside of 544sq.ft. of which 280sq.ft. is covered; provide connection to public water supply; provide underground propane tank for fuel; construct . concrete retaining walls along property lines: 60 linear feet along private road and 65 linear feet along adjacent property to east, for containment of sanitary system per S.C.D.H.S.; install new galley conventional sanitary system per S.C.D.H.S. with required waterproof concrete retaining wall total 174 linear feet; proved "wick hole" under leaching pools area, penetrating clay layer and providing leaching for the sanitary system; provide new coir log reinforced berm 110 feet long by approximately 5 linear feet wide, behind flagged tidal wetlands line, 80 feet long along west property line and 100 linear feet long along east property line, with top of berm at approximately+6'topo; provide 18 linear foot wide non-turf buffer behind berm, planted with approved species; provide 13 underground leaching galleys, 1.5 linear feet high, under new parking area, connected to storm water runoff from roof gutters and grade; construct permeable parking area of 1,943sq.ft. with curbing; place approximately 1,000 cubic yards clean fill on property; install stepping stones on grade from driveway to wetlands border, approximately 100 linear feet; provide topsoil and landscaping; and as depicted on the site plan prepared Samuels &Steelman, Architects, last dated September 2, 2020, and stamped approved on October 28, 2020 Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None Very truly yours, Glenn Goldsmith President, Board of Trustees GGfdd t --- Michael J.Domino,President Qv so Town Hall Annex John M.Bredemeyer III,Vice-President ,�®� ��® P.O. Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams ® �® Fax(631) 765-6641 CoU ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 17, 2019 Thomas C. Samuels Samuels &Steelman_ Architects 25235 Main Road Cutchogue, NY 11935 RE: STEVE & MARICA DONADIC 1071 BAY'HOME- ROAD, SOt1THOLD SCTM# 1000-56-5-37 Dear Mr. Samuels: The Board of Town.Trustees took the following action during its regular meeting held on Wednesday, July 17, 2019 regarding the above matter. WHEREAS, Samuels &Steelman Architects, on behalf of STEVE & MARICA DONADIC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated January 29, 2018, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: addressing drainage concerns with revised plans; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 15, 2019 and July 17, 2019, at which time all interested persons were given an opportunity to.be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, and, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE.BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of STEVE& MARICA DONADIC to eradicate existing invasive bamboo from site by approved methods consisting of cutting all bamboo to just above grade, excavate all roots and soil down to 36" at perimeter of property, construct retaining walls at front and sides of property, within retaining walls excavate all roots and soil down to 36", full-width of site, in strips 20 feet wide (seven strips total), truck excavated material to approved site, and place clean fill approximately 2,000 yards, in excavated strips, compacting as placed; propose to construct a new two-story frame dwelling on masonry foundation with a footprint of 2,598sq.ft. over a flood compliant crawl space, and including an attached one-car garage; construct a 138sq.ft. covered masonry entry terrace and 226sq.ft. masonry walkway to grade; construct new 544sq.ft. frame deck attached to seaward side of dwelling of which 280sq.ft.. is covered; landward of dwelling install a new galley conventional sanitary system per SCDHS with required 210 linear foot long waterproof concrete . retaining wall; construct.a. 1,943sq.ft..permeable parking area with curbing.;construct concrete . retaining walls along property tines with adjacent properties, 165 if to east, and 180 If to the west; place approximately 1,400 cubic yards of clean fill throughout property; provide topsoil and landscaping; provide underground connections to public water supply; provide underground propane tank for fuel; construct rock revetment full width of waterline, approximately 10 foot wide, behind flagged tidal wetland line, consisting of 2-5 ton stones, with top of revetment approximately 2 feet above natural existing grade; install two underground "bubbler..pools" connected to roof gutters and two underground leaching pools/distribution chambers; extend retaining walls along both sides of property all the way to revetment to consolidate filled areas and provide stable enclosure for bamboo eradication; provide "wick hole" in driveway area, penetrating clay.layer and providing leaching for sanitary system; provide timber platform over revetment with access stairs to beach; install silt fence and hay bales at perimeter of site; and to establish and perpetually maintain.an 18'wide.non-turf buffer landward of rock revetment,.with.a 4'wide stepping stone path to-beach; and as depicted on the site plan prepared by Samuels & Steelman Architects, dated June 5, 2019, and stamped approved on July 17, 2019. Permit to construct and complete.project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, p Michael J. Domino President, Board of Trustees TERMS AND CONDITIONS The Permittee Steve&Marica Donadic,residing at 1071 Bay Home Road, Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for.revocation of this Permit by resolution of the said Board. 5. That there.will be no unreasonable interference with navigation as aresult of the work herein. authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That.if future operations of the Town of.Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees,the work, shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. & The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.9500 DATE' JULY 17,2019 ISSUED TO: STEVE&MARICA DONADIC PROPERTY ADDRESS: 1071 BAY HOME ROAD,SOUTHOLD SCTM#1000-56-5-37 AUMORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and m' accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 17, 2019, and in consideration of application fee in the sum.of$250.00 paid by Steve & Marica Donadic and subject to the Terris and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to eradicate existing invasive bamboo from site by approved methods consisting of cutting all bamboo to just above grade,excavate all roots and soil down to 36"at perimeter of property,construct retaining walls at front and sides of property,within retaining walls excavate all roots and soil down to 36",full width of site, in strips 20 feet wide(seven strips total),truck excavated material to approved site,and place clean fill approximately 2,000 yards,in excavated strips,compacting as placed;propose to construct a new two-story frame dwelling on masonry foundation with a footprint of 2,598sq.ft,over a flood compliant crawl space,and including an attached one-car garage;construct'a 138sq.ft.covered masonry entry terrace and 226sq.%masonry walkway to grade;construct new 544sq.fL frame deck attached.to seaward side of dwelling of which 280sq ft,.is covered; landward of dwelling install a new galley conventional sanitary system per SCDHS with required 210 linear foot bong waterproof concrete retaining wall;construct a 1,943sq.ft,permeable parking area with curbing;construct concrete retaining walls along property lines with adjacent properties,1651f to east,and 180 if to the west;place approximately 1,400 cubic yards of clean fill throughout property;provide topsoil and landscaping;provide i underground connections to public water supply;provide underground propane tank for fuel;construct rock revetment full width of waterline,approximately 10 foot wide,behind flagged tidal wetland line,consisting of 2-5 ton stones,with top of revetment approximately 2 feet above natural existing grade;install.two underground"bubbler pools"connected to roof gutters and two underground leaching pools/distribution chambers;extend retaining walls along both sides of property all the way to revetment to consolidate filled areas and provide stable enclosure for r bamboo eradication;provide"wick hole"in,driveway area,penetrating clay layer and providing leaching for sanitary system;provide timber platform over revetment with access stairs to beach;install silt fence and hay bales I at perimeter of site;and to establish and perpetually maintain an 18'wide non-turf buffer landward of rock revetment,with a 4'wide stepping stone path to beach;and as depicted on the site plan prepared by Samuels& Steelman Architects,dated June 5,2019,and stamped approved on July 17,2019. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of 17th day of July,2019. 4 . SUFF�L Q H tood 14.=0 r, gip, w �a r % Glenn Goldsmith,President O� Q� S�UT�� Town Hall Annex 04375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric SepenoskiB Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES AUG 2 5 2025 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE Building' Southold of�c�utkt®l� # 2275 C Date: July 18, 2025 THIS CERTIFIES that'the eradication of existing,invasive bamboo from site by cutting all bamboo to lust above grade and hand excavation of all plants and roots within perimeter of property, construction of new two story framed residence on masonry foundation with a footprint of 98sq.ft. over flood compliant crawl space. including_attached one car garage,• construction of covered masonry entry terrace of 138sq ft• and masonry walkway to grade of 226sq ft• construction of new frame deck on waterside of 544sq ft of which 280sg ft is covered;connection to public water supply: installation of underground propane tank for fuel,• construction of concrete retaining walls along property lines: 60 linear feet along private road and 65 linear feet along adjacent property to east, for containment of sanitary system per S C D H S • installation of galley conventional sanitary s sy tem per S C D.H.S.with required waterproof concrete retaining wall total 174 linear feet,• proved "wick hole" under leaching pools area, penetrating clay_layer and leaching for the sanitarysystem• install coir log reinforced berm 110 feet long by approximately 5 linear feet wide behind flagged tidal wetlands line 80 feet long along west property line and 100 linear feet long along east propegy line with top of berm at approximately+6'topo-, installation of 18 linear foot wide non turf buffer behind berm planted with approved species. installation of 13 underground leaching_galleys 1.5 linear feet high under parking area connected to storm water runoff from roof gutters and grade,• construction of permeable-parking area of 1 943sg.ft. with curbing; placement of approximately 1,000 cubic vards clean fill on property installation of stepping stones_on grade from driveway to wetlands border. approximately 100 linear feet: installation of bluestone stepping stones surrounded by grass; installation of 4' wide crushed stone path surrounded by grass. At 1071 Bay Home Road, Southold Suffolk County Tax Map#1000-56-5-37 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 1,2019 pursuant to which Trustees Wetland Permit#9500 Dated July 17, 2019,was issued and Amended October 28,2020 and again July 16,2025 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 eradication of existing invasive bamboo from site by cutting all bamboo to gust above grade and hand excavation of all plants and roots within perimeter of property; construction of new two story framed residence on masonry foundation with a footprint of 2 598sq ft over flood compliant crawl space including_attached one car garage: construction of covered masonry entry terrace of 138sg ft • and masonry_walkway to grade of 226sa.ft.• constniction of new frame deck on waterside of 544sq ft of which 280sq ft is covered: connection to public water supply. installation of underground propane tank for fuel,• construction of concrete retaining walls along pronerty lines: 60 linear feet along�private road and 65 linear-feet along adjacent property to east for containment of sanitary system per S C D H S , installation of galley conventional sanitary.system per S.C.D.H.S. with required waterproof concrete retaining wall total 174 linear feet• proved "wick hole" under leaching pools area. penetrating_clay laver and leachingfor the sanitary system• install coir log reinforced berm 110 feet long by approximately 5 linear feet wide behind flagged tidal wetlands line 80 feet long along west property line and 100 linear feet long along east property line with top of berm at approximately+6 topo; installation of 18 linear foot wide non turf buffer behind berm planted with approved species,• installation of 13 underground leachingF.allgys 1.5 linear feet hij1h under parking area connected to storm water runoff from roof gutters.and grade: construction of permeable-parking area of 1 943sn:ft. with curbing; placement of approximately 1,000 cubic yards clean fill on properly installation of stepping stones on grade from driveway to wetlands border,approximately 100 linear feet• installation of bluestone stepping stones surrounded by grass-, installation of 4'wide crushed stone path surrounded by grass. The certificate is issued to STEVE&MARCIA DONADIC owners of the aforesaid property. Authorized Signature qE ,IfYORK STATE,DEPAW AT OF ENV1R0N' ItE.N'rAL,c:ONSERVA, �N' Facility DEC; ID 1-4738-04669 PERMIT Permittee and Facility Information Permit Issued To: Facility: STEVE S DONADIC DONADIC PROPERTY 180 BAYVIEW RD 1071 BAY HOME RDj1000-56-5-37 MANHASSET,NY 110 30 SOUI'HOLD,NY 11971 (917) 301-7786 Facility Application Contact: SAMUELS & STEELMAN ARCHITECTS 25235 MAIN RD CUTCHOGUE,NY 11935 (631)734-6405 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 718.05 NYTM-N: 4549.965 Latitude: 41°04'18.2" Longitude: 72°24'16.6" Project Location: Shelter Island Sound Authorized Activity: Construct single family dwelling with pervious driveway; construct septic system with retaining wall;remove existing bamboo and replace with sand;install coin logs around southern perimeter of property; and plant native vegetation within non-disturbance buffer. All work shall be done in accordance with the plans prepared by Samuels and Steelman Architects, last revised 09/02/2020, and stamped'NYSDEC Approved' on 09/11/2020. KLL i Permit Authorizations ............ T-' Tidal Wetlands -Under Article 25 Permit ID 1-473 8-04669/00001 New Permit Effective Date: 9/11/2020 Expiration Date: 9/10/2025 Page I of 8 AML NI;All YORK STATE DEPAR' NTOF EN'VIRO-NMEiNTALCONSERVj,.,—.)-,.* Fseility DEC ID 1-4738-04669 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as pail of this permit. Permit Administrator:LAUP-A F STAR,Deputy Permit Administrator Address: NYSDEC Region. I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 Authorized Signature: Date9 -/..2.c:, ............... —----- -------- Distribution List SAMUELS& STEELMAN ARCHITECTS Bureau of Marine Habitat Protection File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Samuels and Steeh-nan Architects,last revised 09/02/2020, 2. Notice of Commencement At least 48 hours prior to commencement of the prqject,the permittee, and contractor shall sign and return the top portion of the,enclosed notification form.certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 8 Aft ObNo NEW YORK S7'AIT IAEPAR :N'F OF ENVIRONMENTAL CONSURV, :)N Facility DEC ID 1-4738-04665+'`" 3. Tidal Wetland Covenant The permittee shall incorporate the attached. Covenant(or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall nui with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY11.790 -3409 Attn: Compliance 4. 'Post Permit Sign The permit sign enclosed with this permit shall be posted in a.conspicuous location on the work-site and adequately protected from.the weather. s. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. b. Avoid Accidental Removal of Native Vegetation. There shall be no disturbance to the native vegetation as shown on the stamped approved plans as a result of the permitted activities. To avoid accidental removal of native vegetation, a qualified ecologist or environmental monitor shall identify and flag any native plants within the management areas and oversee all cutting operations. 7. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. s. Maintain Erosion Controls All erosion control devices shall be maintained in good and fiincti6al condition until the project has been completed and the area has been stabilized. 9. Direct Runoff Away from Tidal Wet➢and and Buffer Roads, driveways,and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. lo. No Runoff down Bluff or onto Beach There shall be no discharge of runoff or other effluent on, in or down the bluff face or onto the beach. 1]. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 1:00 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 12, Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales I silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. Page 3 of 8 NEW YORI<STATE DE PAR C®NSERV. 3N low FFae.lity DEC 11) 1-4738-04669 13. Storage of Equipment, materials The storage of construction equipmeIlt and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 14. Cuttings Done by Mond Operated Tools Only `.l'he use of heavy machinery is strictly prohibited, all cutting shall be done by band operated tools 15. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted.. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland land Use restrictions of 6 N YCRR Part 661. 16. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured.to displace water within the forms. 17. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 18. Excavation for Bulkhead/Structure Prior to any construction or removal of bulkheads and other shoreline stabilization structures all backfill shall be excavated landward of the structure and retained so as not to enter the waterway,tidal wetland or protected buffer area. 19. Grade to batch That Adjacent to Bulkhead All fill must be graded to match the elevation of the land immediately adjacent to the bullchead. 20. Backfillieng All peripheral berms,cofferdams,rock revetments, seawalls,gabions,bulkheads or other approved shoreline stabilization structures shall.be completed prior to placement of any fill material behind such structures. 21. Clean fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 27- No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 23. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructers of NYSDEC-approved pervious materials. 24. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 25. Invasive Species Cuttings All cuttings must be removed from the project work site and disposed of in an approved upland location. Page 4 of 8 'EW YORK STATE DEPAR ,N**I'OII EN*VIRON'MI;N'I'A[,CON�SERV. YN Facility DFC ILA I-4738-4)4669"—' m" 26. Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at(631)444-0295 for more information, 27. Vegetate All (Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 28. Long-terns PIant Survival The non-disturbance buffer shall be planted with respect to the plans dated.9/2/2020 by Samuels and Steelman and the perinittee shall ensure a minimum of 85%survival of plantings by the end of five growing seasons. If this goal is not met, the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony Brookl50 Circle Rd Stony Brook,NY11790-3409 29. No 'Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 30. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused.by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. 31. Precautions Against Contamination of Waters All necessary precautions shall be taker_to preclude contamination of any wetland or waterway by suspended solids,sediments,fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 32. State May.Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and.manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 5 of 8 NEW WORK STATE DEPAR sNT OF E NVIIbC)\ME:NT AL CC)'tiSERV. )\ � Faeility DEC ID 1-4738-0409' 33. State Vl(ay Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to [lie free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the:Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill,excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. l GEl�Eb�.� C�NI)I'�ll®1®i� - Apply to �1t. Auth��ized Perrnlits: a 1. Facility inspection by The Department The permitted site or facility, including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order-the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a.copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY ti) Stony Brook.150 Circle 1#d Stony gook, NY1 1 790 -3409 Page 6 of 8 NEW Y()RK STATE DEPAR 'M'oF ENVIR )d-MEN"[A L CONSERV, )N' lqiqw Facility DEC ID 1-4738-04669- 4. Submission of Renewal Application '.The permittee must submit a renewal application at least')6 days before permit expiration for the following permit authorizations: 'Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke tlus'permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with.previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to' the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer;of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item.A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and.hold harmless the Department of Environmental Conservation of the State of New York,its representatives, employees,it and agents ("DEC") for all claims, suits, actions,and damages, to the extent attributable to the permittee's acts or omissions in connection with the pennittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns:of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee: Page 7 of 8 INVW vORK STATE DEPAR TNIT OF➢ NVIRONMk,.o1'I'AL C:ONSERV. 7\ FaCiltty DEC ID 1-4738-04669---' - item Ct Pennittee Responsible for Obtaining Other Required Permits The pennittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of way that may be required to carry out the activities that are authorized by this permit. Item D. No Right to'Trespass or Interffere with Riparian Rights This permit does not convey to the petmittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 8 of 8 13,f4TM fz 0 c)c N spot/ w L'7�5 I N H,,*7—S 5 ri-ocrk R,4.0 q �- e-A K Cl'la ZGC ,�rO 'N /0000, ( 17 ors cv—G �20 C,-/ Z, 0Fat/ ��pv OGy� BUILDING DEPARTMENT-Electrical Inspector a TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 'y4 0� Telephone (631) 765-1802 Temporary Certificate #_talo Date Customer Namev¢, �� I G Electrician Name Address Phone e-mail a-mail GS 11,o4 L . ConA Phone License# 5-7 Size �D A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is v or 90 y o date above. Authorized by ,;osFF(Ijk BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 u' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: S c?'r[ C- Electrician's Name: /Zc,.E,&- License No.: 677�,-' -6 Elec. email: S /G y/ 9—D A1:PC-- Ce—A Elec. Phone No: 4b 6 C34 request an email copy of Certificate of Compliance Elec. Address.: u -tS- — c,' oho--x> JOB SITE INFORMATION (All Information Required) Name: 5� onJ/AWL c-- Address: c,71 u a4-P Cross Street: 4,,tjj L 4_o ns r T 2p Phone No.: - Sp g Erd S Bldg.Permit#: (p email: Tax Map District: 1000 Section: S Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 3 cno Circle All That Apply: Is job ready for inspection?: YE 2rNO Rough In Final Do you need a Temp Certificate?: YES O v Y p � _ Issued On Temp Information: (All information required) Service Size Ell Ph❑3 Ph Size: -;PO O A # Meters Old Meter# LaNew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect&nderground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION oZ �3 ec,,�f !off a�3 �� Sg Z. Town of Southold Erosion, Sedimentation & Stortin-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.41: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBiNISSION OF A 1000 56 5 37 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN s e s�cl o- oe TT—' CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORV. SCOPE OF WORK - PROPOSED CONSTMUMON rrEM# / WORK ASSESSRZENT Yes No a. What is the Total Area of the Project Parcels? 22,215A 1 Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within the Scope of Work for Proposed Construction) 0.51 ac Generated by a Two(T)Inch Rainfall on Site?' (This Item will include all run-off created by site b. What is the Total Area of Land Clearing 21,7 (s F Acres) clearing and/or construction activities as well as all x .50 ac. Site Improvements and the permanent creation of and/or Ground Disturbance for the proposed0 construction activity? (S.F./Acres) impervious surfaces,) PROVIDE BRIEF PROJECT DESCRIPTION (ProWde Ad00nat Papao asNeed* 2 Does the St Plan and/or Survey Show All Proposed Drainage Structures ctures indicating Size&Location?This X Item shall include all Proposed Grade Changes and Construct a single family residence with Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Surrey describe the erosion new sanitary system and sediment control practices that will be used to X control site erosion and storm water discharges. This (see attached full project description) item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Elting,Grading or Excavation where there Is a change to the Natural X Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand X (5,000 S.F.)Square Feet of Ground Surface? _ 6 is there.a Natural Water Course.Running through the Site? Is this Project within the Trustees jurisdiction Ix General DEC SWPPP Requirements: or within One Hundred(1 OW)feet of a Welland or Submission of a SWPPP Is required for all Construction activities Involving sail Beach? disturbances of one(1)or more acres: Including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land: which Exceed Fifteen(15)feet of Vertical Rise to X• including Construction activities involving sop disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit Is required for storm water discharges, (SWPPP's Shall meat the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious forStorm Water Discharges from Construction activity-Permit Na 6113-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off _ X 1.The SWPPP shall be prepared prior to the submittal of the NO).The N01 shall be Into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Materiel, ® — required,post-constructlon storm water management practices that vdp be used and/or Removal of Vegetation and/or the Construction of any X constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(This Item win NOT inctudo the Irstaitation of Driveway Aprons.) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: if Any Answer to Questions One through Nino Is Answered with a Check Mark 3.All SWPPPs that require the post-eonslructlon storm water management practice In a Box and the construction site disturbance Is between 5,000 S.F.&i Acre In an;4 component shad be prepared.by a qualilled Design Professional Licensed In New York a Storm water,Grading,Drainage&Erosion Control Plan to Required by tha Town of that Is knowledgeable in the principles and practices of Storm Water Management. Southold and Must ba Submitted for Review Prior to Issuance of Any Building Pormit. (NOTE: A Chedc Merle(.f)and/or Answer for eech Question is Required fore Complete Appike0on) SPATE OF NEW YORK, COUNTY OF ...........................................SS That 1, .Tom Samuels I..................being drily swain,deposes and says that he/she is the applicant for Permit, (Noma of individual s;pnin0 Ducumonlj And that he/she is the ...... . .....Agent........................................ .......................................................... ..... .. .. .................... er ontractor,Agent,Corporate Officer,etc) Owner and/or representative of the Owner or Owners,and is drily authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in die application filed herewith. Sworn to before me this; ............... . A...............day o' ......f'..e. MCft - Notary Public: -- t��J1Y�IIC-STATE 6�1'4 ucant) !FORM - o Qualified in Suffolk Cwcunty My Commission Expires May 23r 2020 Town Hall Annex ,, y.� .,; Telephone(631)765 1802 54375 Main Road js g; Fax(631)765-9502 P.O.Box 1179 x Southold,NY 11971-0959 1 Q BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION. Date: Owner: Steve and Marica Donadic Location of Property: 1071 Bay Home Road, Southold Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): X Floor framing, including girders and beams (F) Roopft � i9r yo F 6-0r CqroIbb G rS�i g (FIR) Signature: ti Name (person u i ing3thi� ` Tom Samuels, RA Ca acit check a�ii �� Ge\3 P Y( PP .�� ) Owner X Owner representative TrussRegl5.docx Effective 1/1/2015 c MADISON AVENUE ABSTRACTS INC. 1111 Route 110 Suite 224 Farmingdale,N,Y.1,1735, Single.and Separate Search Title No.: M6115 County of Suffolk) State of New York) Madison Avenue Abstracts, Inc. certifies to the Town of Southold and Steve Donadic and Marica Donadic;that Steve Donadic and Marica Donadic are the owners of record of described property known as: District: 1000 Section: 056.00 Block: 05.00 Lot: 037.000 (Street Address: 1071 Bay Home Road;Southold,N.Y.) That they,acquired1itle thereto by deed.dated 8/3/2017 recorded 8/14/2017 in.Liber 12924 page 8.15. That we have made a search of the records of County of Suffolk and that said search shows that neither the said owner nor.any predecessor in title of the said premises owned contiguous property at any time since 4/23/1 W except as follows: Arnold F. Glendinning(lot 38). Ester.Fismer Glendenning AKA Ester Glendinning(lots 36&42.1) That the applicant herein does not own any contiguous property except as.indicated above. This certification is made,with the intention of the reliance thereon by the Board of Appeals and/or Building Department of Town of Southold. The limit of liability under this certificate,for any reason whatsoever,whether based on contract or negligence, shall not exceed$25,000.00. Dated as of 2/l/21 MADISON AVENUE ABS T TS INC. Sworn to Before me this 17th day of March;2021. BY Sheila Perrino Not` y ublic ,IOM Rosso Notaw Public,State of New Yo* ftOIROWMIO Quaffiedin Suffolk MUM s i SUBJECT PREMISES District: 1000 Section: 056.00 Bloch: 5`1.00 Lot.: 101.0.00 Lot:037.000 Last Deed of Record Mary D. Glendinning, Catherine G. Friedman and David M. Glendinning as Remaining Trustees of the Glendinning Family Trust Dated 8/03/2.017 TO Recorded 9/14/2017 Liber 12924 Steve Donadic and.Marica Donadic Page 815 Arnold F. Glendinning To Arnold F. Glendinning and Margaret J. Glendinning.as Trustees of the Glendinoing Family Trust Dated 11/29/2007 Recorded 2/14/2008 Liber 12540 Page 678 Ester Fismer Glendinning AKA Ester F.Glendinning Dated 1/27/1970 Recorded 1/29/1970 To Liber 6697 Page 492 Arnold F,Glendinning Bertha B.Fisrner Dated 10/7/1944 To Recorded 10/9/.1944 Liber 2396 Ester Fismer Glendinning Page 65 MADISON AVENUE ABSTRACTS INC. Sworn to Before me this 17th day of arch;2'021. BY G , Sheila Ferrmo No Publ c JOM ROSSMO MAW Pub1b,State of jtew yo* NP.01t30' 910 Quaff ied 1n SW'olk Cnural$r t Corn hwQn Fs kft D gbwW.1-2a-, -- - DE?PAR��1EfV7" FFlE7CC1k = l ALMEGI - '; R1FUIs FlirT,7IGgA `ERTiFICATE OF DEATH gf ;! Amo.,IiCE '' i y' I,tLVSE FL?ST MIME LAST 2,SEC 7A OAlEG4 OFATN ,33.t1CU1L t� p t�( �/t Vf rA t;JL IEDRE xxrml DAY wR / y YYI ��II r" IL�IfT.�Yfrl�l.t� I ❑: Z 5 ' JC .Urj a. fV< r_•, T s ,d9.1FrACIUrf,D,iiE;@&1mta exv YUA )! Lt r1ACE GFOEARt AO.,PRAI tIO..F, rfC.:Lti 7itinElI F'Rr1At_ HO:FICE QIH (Csram) OCA LY oJiAsT !: fti7,li¢71T "H-'ul° fFiJe55CE F1dIGITY t5�n•�t/): 1 w ❑ ❑ ❑ G o ❑ ❑ 12. 18 :5-U07 - ac°t•.t~icrFaCUIY:prmtt+FcNy.a..:_a.;) ,40.LOCAUTrICR:Ckon.-M W") ,:E.000tIiY0P0EATN: E. *: ^r cQY 1YIAAGE t HUNTINGTON 1 'SUFFOLKYES s G] -s,;,• � artcsm.arnryuios7url �•y. W .}F!!>-CALfl:-i.VRJ HO. I'•1f,YlASGw 3T+M"ISi:RAcQ FaGUAfiefHER IRSfIitIiIGM Q(ytS,ipecgcJntuNaA WmP, V .o 0 a� 46200 i ❑ 3 O � r. 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I• y 0 cs " •-• L-' 1,'.LIEtlli[{CJPAT:O.'C(Cga�CtetriUP.E1 1:3:1(1!i00FfilA1NE$ORJt,'fiUSt'itY. sr' l- r,CC l ,n r, ,. HEALTH CARE : i�70J .=1' i �tY <a IiOSP PiiYSICIA�, ' 'MA iHASSET NY ,}+ Imo. ; iIuLRE51➢ESt8 tEB:CHs%crAx�nRswct' tEG.tCG iTt:[G Aa utapeerA, 1u.IFCUYORYLL[AGEISRMUENCE iscrczrsy Urs! 5Y CTt 14ME• T011 tUI CITY OA YItiAGEUS11T5T eA H 2 �-' ,,; :1st' PIY i'ISSAU ❑ ❑;E wILLIST0P3 'at�o IfN,pEUFYTOWtt' =' tEo:s1�—ruattiras�QFrsAEit� ,I:��acacE: t Uoa ao�i_w F= 15 FAIRVIEW AVE 1 11596 1 •n � - ' 17 tL iSt 1ZCt FAST UC L1Si !&'J%1rY!U.'lE iyST W( IAST ,... FAr � cauanSR ESTER FISMER2 ' .. �aILLIA:� GCE 7DIL�I aING•; � `��-• �fsA'�7 �.zwtlr:G<tsRtilxtr: ;_ �ty r1A,v&'GACOnvS(:;r.'���) t O b3"R G3PET GLEI'1DIINNING 1 15 FAIRVIEW AVE E, wILLIS`P0g7 NY 1 1.596 �I (� :nA x, aOvr^I 1L't3}A+L a[7K17 lDcwArtH ,�3 FtACFGIRLll fAEWR014REllOVALOROI'r. OIS°G971ctL t zGC.LQCARQ7C(DVatmo7rd71rq u12 29rm, CA~ 260T1 FRIENDS CEM 1 WESTBURY NNY o - i� �� �Q � z:A.R;•lEntlD�aDAEsscFA.raiAALroue ,z1aRERISTRAnatlrvwe[�,. a H 5 c W ; S WE3Gs�'rID B OS PH 49 .HILLSIDE AVE t4 LISTON-?AR - Y 11596 �01849 1 zurlAirsCFFJH�iIAl.DIFxiCR: rz23.52GtUTUR ",INEFL,1 '.'r�irl .. 12iC,AS'i15rR,rGRr1!taEAY f J0M-1 E CI0LXO 007.3� J `t �{ .. Lr'.5�'iUUR'Cz�l5iP.4EL � ' •! ,2'ia•pATEFU.EO: ,Z:A2LRL•!.CRFLkIGtiti<?ikliL_5!Tar?� ,' ,'pa°TI`� Ywt I{. ± US b �` ..cam'''•':trTil. bs%i, +'. ' 1010 4r IC 'j ITEMS 25 THRU 13 COMPLETED BY MM09111C PHYSICIAN-OR--COIIONERICORONER'S PHYSICIAN OR MEDICAL EXAMINER i PSA.CERTIFICATION To the but,of Iny knoerledge,death occutrad at lhe`time,date and pla a and dua to the causes stated. OtGO CiroPssil a t' '.: !�." 1 LE»n).m SgnsurL !r 7t%1{yf .ill//C•FJ�l(.+,PL ✓]�'V. .0�f<J �� AR( 'Oh �/ Yru' 1 +; �� CtcGrrYTity'O�wTd"4'9Ft'i�it, .0❑F?ii'cSRJ^iczME:.`atlOIA2.,E!r.QPRN63A ''�� ,7 l� '• T❑.ear:rer ':z❑Lt�..rvE�axurDeix+rite;e�sErx+rau _7�'f ii'FCIIL[.UYl �L� I'�C�L(I�f , I�I�� /��tl.�'• , 2:3.Ifta;:rer'a'rctaw`Y-+N•CeuCsrr'xFzy^.anYatx 63L. La+srs� serrs't uera t r . , 4 � 1<C:1Jsb•tftris r, xsrtrAf,ERcra•ertrA=tN.ay Ftye ian'b0.nsSl x GcnxAe: .ICGeu c:iA*.xsz9utr-:tea v=a reu 2siCe:n..dastsca 've u..- m rw C.trk.:cr;. ua-a ar Yrn xr: 1 �}I �-.•,.,a i rc ., 11 I U ra /,� Z �r r�:-,,t�r� /9 12 Z ' . � /'. .7 G{! A _S U S A j{ Z7ASA!L'ictOFQEiiFk MCETEA:MID PENDING 23.YlASCAdRvEiJ•�7TO MAUTOP5Y7 ,2PA.IFYES:WEREN:OR_ICS USED TUOEJFAt �. 14ATII AL 'S- AC ff . PA!IdME SU,GGE CIFCUUSJA'tm 11'15i GA71GN CCRG.10OR.MC.11MIJISM tNp YES Ru-trSEED I MI SEMEATNI ;j '• b, t ❑z ❑3 ❑a ❑i ❑s Q(2'i:G I❑r Y o ❑t ❑z ' G❑RG 1 Oil ` CPNFIDEiIIIAL "SEE RIMBUCT[ON SHEET FOR COMPLETING CAUSE OFDEATH CONFIDENTIAL } �EUnAvu I N L ;,CEATHWASCAU:E;T3Y:[cMTE;t03LY4AECAl':cFu"ILISEiCR(AI.[51.A,9Q(Cld eftxiE405RTALOnbRN (!j ' FARn P,tu�JATEcv�: I { �. (Al L'GirGr10 u1,rnondn AkY Est p Ir/7�7/i>yrlc/rtrt I OUETOORASACCNS Us CEOF: ea#e eamc tel- m Gl A ' OUETOCRISACO:'ceUc4Tt0:: 1 (I �Q -'�• PAATI1o1AEASIarRF:C0.NTCGNDtT�rscalt;::uRhY;IQ. . . QID IcQ BAcw :Fc9%irR�auTE.TGDEAiHT • �; If 0EAIH:UT:lOTRr[tTiOSOtYU:2GtiEYRiPARTI(A): 0 lYES 20PROEMLY.30U1RON a�FtIN.UiYu i 1 HOU'n: ,31D.tti:UAYLCCAUTY:(Gryattvminacoun<tsn0w) ,37 CESCRIAEHOIYU:.4;AYCCGUAR�: ,MD.PLACE UPINIURY: 31E0LIURYATtY T, t 1.110 YEs. �( 1 ,1 �4 moss .s1 31EFiR4i5-0RTnDOtiGL1AY5PEC1F1 3ZitS„,rY7 2A.5M,,4L�' 3OATE� ? fig• I❑tk'ccy�rrr:❑h.ta;a•s❑iatxc., Mon" m ma SS•'z st �' YES0❑mIpe{aacrstm,o- ,❑R taxvUGYL •2❑uaeai,r,Caape:a'+t,mraunCeza ... ❑otA3lmcrin -0 01. !❑fd'J.7[7sat7x:=173ernutntiKn:E:rrti .a❑IkimreJatTLVWt+p.".Yrtr -lit �.. ._.. ACCEPTANCE OF SUCCESSOR TRUSTEESERP I,MARY D.GLENDINNING,hereby accept the appointment of and consent to act as successor Trustee of the THE GLENDINNING FAMILY TRUST under agreement dated November 9,2007,and any trust created thereunder. This acceptance shall take effect as of the 25"'day of December,2007. This acceptance of trusteeship is hereby:tendered to MARGARET L GLENDINNING as the remaining Trustee and a discretionary income beneficiary. This acceptance is to be filed with the trust'zecords. Dated:April 1 2009 MAR GLEADINNING RECEIVED AND ACCEPTED:. 7 'f 'W" 4-4-oK MARAARET X GLENDINN . Date I ACKNOWLEDGMENT WAR , S-HING�TONN, DC 4' NMW X �3 S&: (OEM T On the 71i day of April in the yeas 2008 before me,the undersigned,personally appeared MARY D.GLENDINNING,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged.to me that she executed'.the same in her capacity,and that by her signature on the ;instrument,the individual,or the person upon behalf of which the individual_acted,executed the instrument. No is II1 L Ift f A C R N _F-OF SUCO&QAR Mal LMES IP t,CATHERINE G.FRIEDMAN,hereby accept the appointment of and consent to act as successor Trustee of the THE GLENDBMG FAMILY TRUST under agreement dated November 9,2007,and any trust created thereunder. This acceptance shall take effect as of the 2611 day of December,2007. This acceptance'of trusteeship is hereby tendered to MARGARET'L GLENDINNtNG as the remaining Tnistee and a discretionary income beneficiary. This acceptsace is to be filed with the trust records. Dated:April L O 2009 CATfii?RtNE G.FRIE .' RECEIVED AND ACCEPTED: MAR ARET J.GLENDINNIN Date i ACKNOWLEDGMENT STATE OF MASSACHUSETTS) CC ss.: COUNTY OF v(ift On the �b day of April i0,the year 2008 before me,the undersigned,personally appeared CATI ERiNE G.FWDMAN,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within:instrument an acknowledged tome that she executed the same in her capacity,and that by her signature on the instrument,the individual,or the person upon bohalf of which the individual acted,executed the instrument. g, PRAMOD RANA. Notary Pttbllc- �vvComrtwrriveal�i+oi Meseachuseda W Cammlwbn Expires Apol28,Z013 i l CE4, CEPTANCE 01 MCESSOR TRU, TEESHIP .I,DAVID M.GLENDWMG,hereby accept the appointment of and consent to act:as successor`Trustee of the THE GL:ENDINNING FAMILY. TRUST underagreement dated November 9,2007,and any trust created thereunder. This acceptance shall take effect as.of the 261h day of December,2007. This acceptance of trusteeship is hereby tendered to MARGARET J,GLENDINNING as the remaining Trustee and as discretionary income beneficiary. This acceptance is to be filed with the trust records. Dated;April 2008 DAVID M.GLENDINNING RECEIVED AND ACCEPTED: G ,,c,�.aa$$ 6 0 MAR ARET J.GLE Date ACKNOWLEDGMENT STATE OF VIRGINIA ) COUNTY OF FaIP-V+x On the It'd day of April in the year 2008 before me,the undersigned,personally appeared DAVID M.GLENDINNING,personally known tome or proved tome on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowiedged to me that he executed the same in his capacity,and that.by his'signature on the inst urnent,the individual,or the person upon behalf of which the individual acted,executed the instrument. y hr.GN Notary Pub tic wwcrt.tta . Notary Eubaa Emee ams�on�wdlti of tae�Nd :6tioo W RCSIGNATION OF TRUSTEE Pursuant to subparagraph 1.-of Paragraph D.of Article XX(on page 25)of the Agreement for THE GLENDINNING FAMILY TRUST dated November 9,2007,.I, MARGARET J. GLENDINNING,hereby resign as a Trustee of the EXCESS EXEMPTION QTIP TRUST thereunder effective immediately. My resignation is hereby tendered to my children,Mary D. Glendinnifig,Catherine G.Friedman and David M. Glendinning,who are the remaining Trustees and the presumptive remainder beneficiaries of such Trust. I nuke no appointment of a successor to me and expect that the remaining Trustees will continue-torso act. This resignation is to be filed with the trust'records. Dated:: July ,2016 MARG T J. G�G RECEIVED AND ACCEPTED; MARY D.GLENDINNING Date CATHERINE G.FRIEDMAN Date DAVID M. GLENDINNING Date ACKNOWLEDGMENT. STATE OF NEW YORK ) ss.: COUNTY OF W0 �'F- On the. `' day of July in the year 2016 before me,the undersigned,personally appeared.MARGARET J.GLI NDINNING,personally known to me or proved to me.on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her,capacity, and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted, exe7led the instrument, "- tai RESIGNATION OF'TRUSTE,E Pursuant to subparagraph 1.•of Paragraph D.of Article XX(on page'25)of,the Agreement for THE GLENDINNING FAMILY TRUST dated November 9,2007,I, MARGARET J.GLENDINNING,he ebyresign as aTrustee of the QTIP MARITAL.TRUST thereunder effective immediately. My resignation is hereby tendered to my children, Mary D.Glendinning,Catherine G.Friedman and,David M. Glendinning,who are the remaining Trustees.and the presumptive remainder beneficiaries of such Trust. I make no appointment of a successor to me and expect that the remaining Trustees will continue to so act. This resignation is.to be filed.withthe trust records. Dated: July +5',2016 r MARdrWtj,GLENDINNING RECEIVED AND ACCEPTED:. MARY D.OLENDINNING Date CATIiER.INE G. FRIEDMAN Date DAVID M.GLENDINNING Date � t{t i ACKNOWLEDGMENT STATE OF NEW YORK ) ss.. COUNTY Or .. -AWJ:- On the -26?'�ay_of July in the year'2016 before me,the undersigned,personally appeared MARGARET J.GLENDINNING,personally known to me or proved to, me on the basis ofsatisfactoiy evideiice.to be the iiidividtial wliose iian'e is subscribed to the within:instruaierit and acknowledged to me that she executed the same in her capacity,and that by her:signature op the instrument,the.individual, or the person upon behalf of which the individual acted, exec#d the instrument. — No ubl' ROBERT K.HOWARD NotaryiNob0 H04810 26W York Qualified in Suffolk County CorrlmissCon'Expires October 31,2Q I i PREMISES TO THE NORTH District 1000 Section 056.00.Block 05.00 Lot 042.1 Last Deed of Record Bleecker Construction Company Inc. Dated 1/2/1975 To Recorded 1/7/1975 Liber 7777 Willow Point Association Inc. Page 378 Adrilen Realty Corp. Dated 10/28/1965 To Recorded 11/7/1.965 Liber 585 Bleecker Construction Company Inc. Page 593 Erna.F. Collison,Ester F. Glendinning and Grace M. Fismer Dated 7/31/1964 To Recorded 8/7/1964 Liber 5592 Adrilen Realty Corp. Page 82 Grace M. Fismer Dated 4/11/1963 To Recorded 5/7/1963 Liber 5343 Ester F. Glendinning, Erna F.Collison and Page 440 Grace M.Fismer Note: reference deed recital in L7939 p 493,Being same premises as conveyed to Arnold W. Fismer in.L529 p 119 which.is a portion of premises conveyed to Erna F. Collison as tenant in common with Ester F. Glendinning and Grace M.Fismer under the Last Will and Testament of Bertha B. Fismer filed in Suffolk County Surrogates by Decree made 5/21/53 I Sworn to before me this 17' Day of March 2021 BY Sheila Perrino NotaryVdbfic JOAAN Sao NOW Public,5ixtte of New Yo* No.01 R05=81,0 Queltfiad'dn sufifolk coif* r Cknnrrwan fires DacwnberSO,20 ' PREMISES TO THE NORTH CONTINUED District 1000 Section 056.00 Block 05.00 Lot 42.1 William Beebe and Eva,Beebe� Dated 11/11/1902 TO Recorded 11/12/1902 Liber 529 Arnold Fismer Page 119 E Sworn'to Before me this 17th day of March,2021 j BY Notary(Od'bl'ic Sheila Perrino JOAN ROS5MO Notw tic, a of Now York i OMROW26�1o. Quatffisd In Suffolk County Cornmission Spires Dww*w 30,20 PREMISES TO THE EAST District 1000 Section 05600 Block 05.00 Lot 038.000 Last Deed of Record Edward E.Katzer and Elizabeth A.Katzer,his wife Dated 3/6/1990 To Recorded 3/13/1990 Liber 11032 Stephen R.Greenbaum and Mary Greenbaum,his wife Page 167 Note: Stray deed.dated'1.1/29/2007 recorded 2/14/2008 Liber 12540 p.678 from Arnold F. Glendinning grantor.,.to The.Glendinnng Family Trust under Agreement dated 1.1/9/2007, Arnold F. Glendinning and Margaret I Glendinning Trustees..Arnold F. Glendinning had .conveyed out his interest In 1976 in Liber 8173 p 198 Bert A. Collison and Arnold F. Glend nning Dated 12/13/1976 To Recorded 1/12/1977 Libor 8173 Edward E. Katzer and Elizabeth A. Katzer,his wife Page 198 Erna F. Collison Dated 11/8/1975 To Recorded 1.1/10/1915 Liber 1930 Bert A. Collison Page 403 :Note: Deed recital-Being the same premises as conveyed to Arnold.W. Fismer Liber 529 p 119 which is a portion of the premises conveyed to Erna F. Collison as a tenant in common with Ester F.Glendinning and Grace M. Fismer under the Last Will and.Testament of Bertha B. Fismer;filed in.Suffolk County.Surrogates by Decree made 5/2.1/53 f Sworn to before me this 17t'' Day.of March 2021 By Sheila Perrino Not ublic JDAUROSSANO Ncftfy Pubito,ftte d('NeW York N6.01R0 =810 Queliflad:in suffolk'CounW CommSs on.vita uacamber 30,a0.1 PREMISES TO THE EAST CONTINUED District 1000 Section 056.00 Block 05.0.0 Lot 038.000 Ruth A.Horton Dated 11/11/1902 To Recorded 11/12/1902 Liber 529 Arnold W.Fismer Page 121 William Beebe and Eva Beebe Dated 11/11/1902 To Recorded 11/12/1902 Liber 529 Arnold Fismer Page 119 Sworn to Before me this 171h Day of March 2021 j By'A� Sheila Perrino Not JOM ROSSAMP rotary Public;State of New York N0.01ROW2081® GOWIflad"Pn,Suffoik Cou* Commission ,fear 30,2 Z1 PREMISES TO THE SOUTH SOUTHOLD BAY i Sworn to Before me this 17th day of March,2021. BY S Sheila Perrino No b is JOm FROSSM0 NotW Pubila,State of New Yo* Via.Ot R050�Oi010 MaNad In Suffolk County 2,1 Cmmbsslan ftIPe$aEmnberso.20. Premises to the West .District: 1000 Section: 056..00 Block: 05.00 Lot: 036.000 Last Deed of Record Northern California Congregational Retirement Homes,Inc., Trustees of the.Mateo Lettunich Charitable Remainder Annuity'Trust Dated: 09/24/1992 To Recorded: 10/13/1992 Liber 11553 Barbara A. Selz Page 581 Mateo Lettunich Dated 9/14/1992 To Recorded 9/23/1992 Liber 11.541 Northern California Congregational Retirement Page 343 Homes, im,Trustee of the Mateo Charitable Remainder Annuity Trust Mateo Lettunich'and.Karl Springer Dated 10/26/1990, To Recorded 11/9/1990 Liber 11170 Mateo Lettunich Page 37 Mateo Lettunich Dated 5/12/1989 To Recorded 5/19/19.89 Liber 10860 Mateo Lettunich and Karl Springer Page. 185 Karl Springer Dated 7/12/1976 To Recorded 7/20/1976 Liber 8011. Mateo Lettunich Page 502 Sworn to Before me this 17`" Day of March,2021 By :Shen Perrino Notar3Vublic JOAN ROSSANO Notw Publl"-State d i1"Yo* Plo.09R45=810 Qualified in SufFolk,cotr►. Sb9Y1mwon if0$ITSP�'PP11 orSC4 PREMISES TO THE WEST CONTINUED District 1000 Section 0,56.00 Block 05.00 Lot 036.000 Mateo Lettunich. Dated 7/25/1968 To Recorded 7/25/1968 Liber 6389 Mateo Letturiich and.Karl Springer Page 56 Phillip A. MacSween and Margaret T.MacSween Dated 1/6/1.965 To Recorded 1/20/1965 Liber 5688 Mateo Lettunich Page 508 Ester Glendinning; Grace Firmer and Erna Collison Dated 5/24/1956 To Recorded 6/5/1956 Liber 4123. Phillip A. MacSween. Page .14.8 Ester Fismer Glendinning Dated 9/11/1954. To Recorded 9/13/1954 Liber 3756 Ester Fismer Glendinning,Erna Fismer Collison Page 581 and Grace Miriam Fismer Grace Miriam Fismer Dated 9/7/1.940 To Recorded 1.0/1.3/1940 Liber 2397 Ester Fismer Glendinning Page 89 { i Sworn to before me this.17" Day of March 2021. BY, �-c2 Sheila Perrino Not waf�c Public,slate of t4ew Yafec Kp,.Q1R05 510 Quallue&ln Suffolk County Qommisslon 1c*kw, sr30,20 21 4^k�. 'A NL_ S A M U E L S & S T E E L M A N January 28, 2021 • Southold Town Building Department Main Road Southold, NY 11971 Re: Donadic Residence 1071 Bay Home Road, Southold On behalf of the Owner, I hereby apply for a Southold Town Building Permit for the Donadic Residence. This project includes the construction of a new two story house with new sanitary system and associated site work. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Survey 4. Red-stamped SCDHS permit 5. Southold Town Sanitary permit 6. Southold Trustees permit 7. NYS DEC permit 8. Floodplain Development Permit Application 9. Erosion, Sedimentation & Storm-Water Run-off Assessment Form (see Trustees- Site Approved Town Engineer) 10. Notice of Utilization of Pre-engineered Wood Construction 11. REScheck Version 4.6.3 Compliance Certificate 12. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, *4 . Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 IL S A M U E L S & February 8, 2022 S T E E L M A N Building Department C E E Town Hall Annex 54375 Main Road FED Q Southold NY 11971 DtthP'f: 5� Re: DONADIC RESIDENCE BP#45962 Attn: Amanda Per our conversation, I hereby submit an application for an AMENDMENT TO THE BUILDING PERMIT for the above referenced project. You will note that the sliver of deck in front of sliding glass doors on water side has been eliminated and replaced by a fixed guard in front of that door unit. Attached please find four (4) sets of amended plans, and additional specification information for the new doors/windows. The proposed amendment includes the following: 1. Increase the second floor plate height to 9'-0" from 8'-0". The overall height of the structure, shown on the ELEVATIONS, is still a good deal less than the allowed maximum. 2. Revise the masonry deck piers and deck framing. 3. Revise the windows and doors shown on the SOUTHEAST ELEVATION. Attached also find SPECIFICATION information for the proposed units. Structural headers for these units have also been revised, and shown. 4. Provide additional framing anchors for short wall between Living Room and Dining Room, and for Screened Porch columns. 5. Reduce the roof overhang from 24" to 20". Please review and get back to me with any questions. If complete, please issue an AMENDMENT to the building permit, and send an owner's copy to my office at above address. Respectfully submitted, -ftug-- Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 t ® �� SoftwareGenerated by REScheck Compliance Certificate Project The Donadic Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg.faces 0 deg. from North Conditioned Floor Area: 2,863 ft2 Glazing Area 29% Climate Zone: ,5r:2 NC:�3 Permit,.Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1071 Bay Home Road Steve Donadic Tom Samuels Southold,NY 11971 180 Bayview Road Samuels and Steelman Architect Manhasset,NY 11030 25235 Blair,Road 927 301 7786 Cutchogue,NY 11935 Steve@donadic.com 631 734 6405 Tom@samuelsandsteelman.com �lVs, ""'-+-.vx. Via. - -„-•-..^-' �. _.#"� ,rX §".?t,"x 4ka'., :x i':W`u4''si sdM» �A•'.'. #� a'�' `' ••X'a�_, ,�.t."" ..a 3��a33�.`. Compliance: 23.2%Better Than Code Maximum UA: 670 Your UA: 515 Maximum SHGC: 0.40 Your SHGC: 0.33 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies aU Ceiling 3: Flat Ceiling or Scissor Truss 449 60.0 7.0 0.020 9 Ceiling 1: Flat Ceiling or Scissor Truss 1,561 57.0 7.0 0.021 33 Ceiling 2: Cathedral Ceiling 435 57.0 7.0 0.016 7 Walt 1:wood Frame, 16"D.C. 37-6 19.0 7.0 0.041 13 Orientation: Front Window 1:Wood Frame 30 0.300 9 SHGC: 0.33 Orientation: Front Window 2: Wood Frame 30 0.300 9 SHGC: 0.33 Orientation: Front Walt 2:Wood Frame, 16"D.C. 477 19.0 7.0 0.041 12 Orientation: Front Door 1: Glass Door(over 50%glazing) 76 0.300 23 SHGC: 0.28 Orientation: Front Window 1:Wood Frame 30 0.300 9 SHGC:0.33 Orientation: Front Project Title:The Donadic Residence Report date: 02/08/21 Data filename: Page 1 of 3 a Assembly ,or G-Factor, UAw-! Window 2:Wood Frame 30 0.300 9 SHGC: 0.33 Orientation:Front Window 3:Wood Frame 30 0.300 9 SHGC: 0.33 Orientation. Front Window 4:Wood Frame 12 0.300 4 SHGC:0.33 Orientation:Front Window 5:Wood Frame 12 0.300 4 SHGC:0.33 Orientation: Front Wall 3:Wood Frame, 16" o.c. 255 19.0 7.0 0.041 9 Orientation: Front Window 1:Wood Frame 36 0.300 11 SHGC: 0.33 Orientation: Front Wall 4:Wood Frame,16"o.c. 582 19.0 7.0 0.041 7 Orientation: Back Door 1: Glass Door(over 50%glazing) 48 0.300 14 SHGC:0.33 Orientation:Back Door 2: Glass Door(over 50%glazing) 48 0.300 14 SHGC:0.33 Orientation: Back Door 3: Glass Door(over 50%glazing) 48 0.300 14 SHGC: 0.33 Orientation: Back Door 4: Glass Door(over 50%glazing) 80 0.30G 24 SHGC: 0.33 Orientation: Back Window 1:Wood Frame 48 0.300 14 SHGC: 0.33 Orientation: Back Window 2:Wood Frame 48 0.300 14 SHGC: 0.33 Orientation:Back Window 3:Wood Frame 48 0.300 14 SHGC: 0.33 Orientation: Back Window 4:Wood Frame 48 0.300 14 SHGC: 0.33 Orientation: Back Wall 5:Wood Frame: 16" o.c. 22G 19.0 '.0- 0.041 6 Orientation: Back Window 1:Wood Frame 62 0.300 19 SHGC: 0.33 Orientation: Back Wall 6:Wood Frame, 16"O.C. 251 19.0 7.0 0.041 5 Orientation: Unspecified Door 1: Glass Door(over 50%glazing) 128 0.300 38 SHGC:0.33 Orientation: Unspecified Wall 1:Wood Frame, 16"o.c. 440 19.0 7.0 0.041 16 Orientation: Right side Window 1: Wood Frame 50 0.300 15 SHGC: 0.33 Orientation:Right side Window 2:Wood Frame 9 0.300 3 SHGC: 0.33 Orientation: Right side Project Title: The Donadic Residence Report date: 02/08/21 Data filename: Page 2 of 3 Wall 6:Wood Frame. 16"o.c. 114 19.0 7.0 0.041 5 Orientation: Right side Wall 9:Wood Frame, 16"ox. 778 19.0 7.0 0.041 27 Orientation:Left side Window 1:Wood Frame 13 0.300 4 SHGC: 0.33 Orientation:Left side Window 2:Wood Frame 13 0.300 4 SHGC: 0.33 Orientation: Left side Window 3: Wood Frame 13 0.300 4 SHGC: 0.33 Orientation:Left side Window 4: Wood Frame 13 0.300 4 SHGC:0.33 Orientation: Left side Window 5: Wood Frame 13 0.300 4 SHGC: 0.33 Orientation: Left side Window 6:Wood Frame 13 0.300 4 SHGC: 0.33 Orientation:Left side Window 7:Wood Frame 13 0.300 4 SHGC:0.33 Orientation: Left side Window 8:Wood Frame 13 0.300 4 SHGC: 0.33 Orientation: Left side Window 9:Wood Frame 7 0.300 .2 SHGC:0.33 Orientation: Left side Window 10:Wood Frame 7 0.300 2 SHGC: 0.33 Orientation:Left side Wall 10:Wood Frame. 16"o.c. 144 19.0 7.0 0.041 6 Orientation: Right side Wall 11-Wood Frame,16 o.c. 73 19.0 7.0 0.041 3 Orientation: Right side Floor 1:All-Wood Joist/Truss 2,283 57.0 7.0 0.016 37 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Name REScheck Version: REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Title2,1 SiaAatdre Date Project Title:The Donadic Residence Report date: 02/08/21 Data filename: Page 3 of 3 Phm]SA. 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(g15•rhmeboDaaemerPMb '_ WINDDYY ROUGHOPENMO LIMB WMDOYi eOuaI OPENIH3 WR ' FL9D APPLIEO6FAIANi AND BAcl�e ROO AWte.Y�1� AW910YD2 ---------- 41— _._._ _. ._ 1LLV�N�Dae20] ALWI1PBlY AW_6TDR6 Al.OyiD(49}XX ATTACn FIXF➢9A6H I aW jLDN91t01 PROJECT. YO RUt�WI1H AW 1GNdD+aJ DOIUDICRE90ME STICK SYSTEM FAaT—AT u•ac I } .� 1oW 6n ro,,,Ame S Aid NY11FT1 AWygawetDa OWNER: ALUpWDa05W PW_31DOeCMA1 ARCHITECT: c1I7166A➢. !3 a POSn11l WRklonPm NY"m F 21'-2" (4) 1" DIA. BOLTS 01 CL. OF COL. — — — 0 rr- - - =--I-1 HSS 14X6X5/s i• �,;t STL. COL. 0 =J 0 HSS 12X6 BASE PLATE DETAIL SEE ELEVATION �s S-100 SCALE: 1" = 1'-0" NOTES: 1. BASE PLATE SHALL BE CENTERED ON 8" FND. WALL. 2. BASE PLATE SHALL BE NV' THICK. 6X6X%6 x 5" LONG 1 I STL. ANGLE T & B. I I 1 PARTIAL PLAN AT PORTAL FRAME RETURN WELD 1") S-100 SCALE: 1 4" = 1'-0" I 1 s / HSS 14 STL. COL. 1 I _-Z----------+ I I I I I I I I I I I I 1 I HSS 12 STL. BEAM. 21'-2" s RETURN T &E B ANGLE) T/STL. '" qV EL = 16 -9 ; , , --; ---------------�---------------------------------- , , � MOMENT CONNECTION DETAIL—MID LEVEL II -- �---------------�---------------�------------------- I I +-F i i S-100 SCALE: 3/8" 1'-0" I I I I 5 s-goo I I I I RETU 'NDL� 1'') R 1;'' � .�.. 6"X24"A4" CAP PL. _ /ts MAY 1 1 2922 . I I I I I I I HSS 14 STL. COL. i i - ------- BUILDiNL�`_^' I I I I 1 I TOWN OF SOU I I I I i I T STL. + _ HSS 12 STL. BEAM. EL = 8 -6 --, �------------------------------�---------------- 1 1 i i i i 6X6X5/jg x 5" --------------�------------- I I L �- ONG STL. ANGLE I I I I 4 i i i i RETURN WELD 1") s-goo I I 1 1 M TYP. T & B ANGLE) I I I I I I I I 3 MOMENT CONNECTION DETAIL—TOP LEVEL I I I I s-goo i i i i S-100 SCALE: 3/8" _ 1'-0" I I I I I I _ SEAL CLIENT T HEIDTMAN BUILDERS T SUBFLR. i i i i *���� N �' T'�Rgy y0 TITLE 1071 BAY HOME ROAD IMP EL = 0 -0 DATUM I 1 I 1 ,, �� JOB 2022-11 rn w SHEET NO. 1 OF 1 T/FDN. WALL. REILLY*TARANTINO can EL = -1'-238" 2 PORTAL FRAME ELEVATION ENGINEERING o =`� DRAWN BY CC S-100 SCALE: 1/4" = 1'-0" info@reillytorantino.com O 739 ��a� CHECKED BY AT 1000 Park Blvd., Suite 209 SIONP SCALE AS NOTED Massapequa Park, N.Y. 11762 (631) 724-7888 DATE 02 15 2022 i GRADE M,4x- _._. �� try (r ' ;; ; ,1; I }; ?REVISIONS: SITE D,ATA SLOPE RESIDENCE LEAN OUT EAW DUTY AND LOCKING YS D E �._.. _.._~.�._... . _. 4/'12/19 y • MAP 0 2 Zp 10/1/19 F.E. GRADE EL.9.5 CAST IRON COVER TO GRADE 4 SANITARY GRADE EL. 9.2 GRADE EL. 9.2 LOT COVERAGE TABLE SCTM # 1000-56-s-37 _ I 12/19/19 3" WASTE PIPE 4INCN PTER�FQOT SITE AREA TOTAL: GRAVEL DRAIN r - 1/7/2020 CLEAR PITCH 1/4 INCH GRADE EL. 7,s 2o,2I7 sf PROPERTY: 1071 Bay Home Rd `� �" � 3TArpa , Grp° I EAR HING ADDRESS Southold NY 11971 5/8/2020 TYP PER FOOT INV EL. 8.69 NV EL. 7.94 y FROM BUILDING INV EL. 8.4 IN EL. 7.77 GALLEYA GALLEY =9ALLU SITE AREA UPLAND FROM REINFORCED GONG- _ Z a-' TIDAL WETLAND RETAINING WALL BOUNDARY: 18774 s 6/8/2020 ciJ tN f OW NER::; , R: Steve Donadic Mari ca Donadic W! 2 #4 ® 12 HORIZ, AND d 9/212020 180 Ba view Rd # ------------------------------ - - AREA CALCULATIONS Bay view 4 a 12 VERT. -- - --- -- ���.�.=====-�=_ _ --_ IG XP TIONS FOR SITE� - - - ---- ----- - ------ --x-- L.•-�cT�D_ AREA Manhasset STRUCTURES PROPOSED , NY 11030 LIGUI D APPLIED ,� GROUNDWATER--, ED PERCENTAGE LIED - EL EVATION HO USE,OU5 EL. E•3.6 2 8s f( 3 I Sq .S 49� SITE : WATE 20 2 RPRO 17 f OFIN s 4 G 0. 641 PROVIDE SOIL , acres 3 ANCHORS T � 6 A L YE ROFC LE AN P ORGH E 9 �• i 3 8s f O7 330 3 SEPTIC E TIC TANK OR F ANCHORING C ORIN G BENEATH L EACHIIQG Pa OOLS `�, DECK . ' INTO SUBGRADE S• 544 sf 2.Qo� ZONING: R-40 WAL"AY5: 364 sf I �(430 GRADE / TOTAL' 0,644 sf IQ.41% ALL LEACHING PQOLS SHALL BE PLACED IN SURVEYOR: PECOMC SURVEYORS, PC ACCEPTABLE CHING SOILS AS APPROVED 1230 TRAVELER STREET BY THE/SCDHS. EXCAVATION IS TO BE 12'0 WICK A TEST HOLE EXCAVATION "SITE AREA U ND FROM TIDAL WETLAND5 L BOUNDARY (NYS Ec ADJACENT AREA AND TOWN SOUTHOLD, NY 11971 Ba HOLE INSPECTION Tp BE LICENSE #4961$ CO 17NUED A MINIMUM OF B'-0" INTp PERFORMED BY THE SCDHS ` SUITABLE MATERIAL AND BACKFILLED AS FOR EACH WICK HOLE. OF SOUTHOLD BUIL BLE LAND)" DETA D. CUT7ING RINGS MAY BE REQUIRED. WICK .HOLE DATED 01-5-19 Home FILLED WITH CLEAN SAND AND :GRAVEL 3'-ICE" 11 } / Q� REINFORCED B, ACCEPTABLE APPROXIMATE LOCATION OF 2'-2" i :E ACCEPTABLE LEACHING SOILS �� \ GONG 12 LEACHING SOILS (50' BELOW EXISTING GRADE) O�J� I FOOTING W/ ` SANITARY SEPTIC SYSTEM PROFILE LEACHING GALLEYS ° LOCAT 10IN M 'm g00% O.G. AND for,-- flu � � QP I NOT TO SCALE' � J Q RETAINIING WALL DETAIL NEIGHBORING RESIDENCE ' NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE Bay Beach LLC Steve Donadic, Steve Donadic, PROPOSED --__ Manca Donadic �p 1055 Bay Home Rd y Marica Danad"nc do ,Qor LEACHING 1000-56.-5-35 200 Willow Pt Rd �@ 0 UBLIC WATER 300 Willow Pt Rd o GALLEYS 1000-56.-5-32 1000-56.-5-3 F �oF GRADE EL. 6.3 (" GRADE EL9.2 ROAD 30' RIGHT OF WAY PUBLIC WATER PUBLIC WAT a�6P+! m ; - - N/0/F ROP05ED NEW UNDERGROUND oo ` „ PRIVATE Willow Pt Association Inc EILECTRIC LINE R 535 Hay Horne Rd - 1000-56.-5-42.1 EL 6.5' �D 3NATER EL 6.2' P05ED NEW WATER SITEAlMbL - PUBLIC WATER !N STREET RETAINING WALL FOR HIGHEST EXPECTED PROOF CONCRETE o GROUNDWATER "" ""-"`"`''-' TEST HOL P05ED NEW UNDERGROUND w'. ELEVATION (EL. 3.6) ; / EL + 5.4 PUBLIC WATER �A_IE SANITARY SYSTEM °ra N44;53'40"E +6.3 = 108.27' RDPO5ED NEW CONVENTIONAL SEPTIC SYSTEM FOR 6' LAYER OF HOME I�I7 +b.b + A CLEAN SA 5.! b ND PROPOSED NEW W TER`- cc _ j +a•O FL000 T +b.l 3 BEDROOM RESIDENCE TEST HOLE o '13-OVEN CLAY '• ;•' '' %; \: BENEATH PROOF GONGRETI t 5 O 2 ZONE X O LEACHING `� _ - 1250 GAL SEPTIC TANK (5T) ANCHORED INTO SUBGRADE RE WALL FOR 1 -4 ^ GLEANOUT i TEST HOLE DATA 10 / 31 + C� G TW / 18 ELEV. 5.4 GALLEYS TAINING b 5 L:6, Ck G " O x 4.'75 FT x 2.0 FT SANITARY SYSTE C1.0 b 8.5 FT LEACHING GALLEY (LG) .�.� 0 { $ LOOD - (3) 8.5 FT x 4.75 FT x 2.0 FT FUTURE EXPANS PROPOSED NEW IGKL { ) 1.0 FT. DARK BROWN*`` ZONE LINE ION EXPG WN LOAM OL �." LEACHING GALLEY 2'0 WICK ; HO SEE Q T,411 / Et. ,t 6 mIn L HOLE Qo _ PA � ` - C° ' LAYER YER OF GLEAN SAND 1.$ FT. BROWN CLAY CH +. w'' .- � A BENEATH LEACHING POOLS P+VIOU5 GRAVEL DRI XP WATER IN =- �� 48 FT. BROWN CLAY CH & ' LEANOUT ___ ---- CL ,,.i D NE STING NE1G RIN TO MEDIUM P G SP O' a.0+ 54 FT SAND NEIGHBORING ' O � (� � WATER IN BROWN FINE /. . O { �ItD OSE ry id � / ! ,' is " BROWN 'ca,r, U ER4sRQ1l1`1D 15 FT IGFI" 6 I b,5 �.: 2 �5 { SNITARY 5Y5 LEACHING GALLEYS FOR '!.$ FT BELOW SURFACE WATER ~_ TW .� ER STORMWATER RUNOFF FROM +lo.. q• PROPOSED NEW ONGRETE ENCOUNTERED, ELEV +,1.6' Izol�osr� -�� 2 FLOORS BUILDING STRUCTURE AND � RETAINING WALL aRIVEWAY TYPICAL � 51 DEiG S 3 BEDROOM ~} FLR ELEV +IO,O NO BAM:EMENT +$.4 D PROPOSED NE +b. _ r RA A G E CALCULATIONS 0a Z• UNDERGROUND ,� OTAL C-�Ro55 FLOOR UP -. NEIGHBORING RESIDENCE r ,. an 1.5 FT HIGH AREA 3,323 6.4 I Stephen R '» LEACHING GALLEYS WITH G' 5 Greenbaum, AREA OF RESIDENCE EAST Q' I /� +5.4 Mary m DRY WELL AREA x RAIN " .� cn CAST IRON DRAINAGE INLET I 1073 Greenbaum Y f FALL x RUNOFF FACTOR J M --__ TYPICAL !`;f Bay Home Rd I I (DIN) 1,508 5F x (2/12 FT.) x 1.0 - 252 GU. FT. `�• y °a o M -� +ID.O� 1000 56. 5-38 ►- o } Q I b 5 '�' PUBLIC WATER AREA OF RESIDENCE W �' W z 3 x PROPANE TANK UNDER6ROUN q€;7:ili;; ,: i; i= :cam!3; ii WEST � Z a LL C2 �..I €!; {; `if PI DRY WE _ I ' ,: ll LL AREA x RAINFALL x RUNOFF FACTOR � W• ��4 ;i (l� "T1JV �i '� � 5 ( / FT.) x I.O 252 GU). FT, a N c� w ; : PROPOSED NE f!III: :uTfitlG o ROWKI CLAY;-' ' / ^ �} ��\,�CL � ` �/ ' b.5+ is:�I,�1r�� ! W• a T M ;. UNDER6ROUND D15TRIBUTION II i � f r o GI CHAMBER TYPICAL 1 �,• +6.5 N x cv L-- --� AREA OF DRIVEWAY X O XISTING DRY WELL AREA x RAINFALL x RUNOFF a F"' " `� VEGETATION "BAMB04" �0 BE FACTOR IL ROOTS A D (DIN) I,a57 SF x (2A2 FT.) x O.7 = 226 V3 cr1 j REMOVED, REMOVE ,41., GU. FT. ..; ,; '4.7 S K,r' SOIL, REPLACE WITH G N-AN TOTAL GU. FT. RESIDENCE 4 DRIVEWAY = 730 GU. FT, /�. O USE: (15) 5' x 1.5' HIGH LEACHING GALLEY N IGHBORING RESIDENCE INC re o John P Trust W�-L Y m r C) C ' %' PROPOSED NEW 12 " VIA COIR LOGS (19) V X 1.5' LEACHING GALLEY = '757 GU. FT. s 9 ry ( Z< "'� o '�'' +5.0 5 FEET WIDE ANC j 1355 Bay Home Rd � �- � � ..t fj HORED WITH PROVIDED REG2UIRED `l 781 CU. FT. > '750 CU. FT. ---� 1000-56.-5-36 ` r cn 70�= ': WOODEN STAKES AND GALVANIZED Z 5 / GABLE LANDSCAPE EARTH ANCHORS STATS O APPROXIMATE LOCATION OF 5TEPPING S NE rn fn �; r ACCEPTABLE LEACHING SOULS j ON GRADE '`n U fn (50' BELOW EXISTING GRADE) ! � � O M N �,y >� n FLOOD /:yR n L ?' ZONE AE GRADING AS 5HOWN - � s_ 1 .;.., gip. a FLOOD ZONE Ll 4.7 l ~.. , , , WICK HOLE FILLED WITH '--•-. � �<./" ---• "'"""- CLEAN SAND AND GRAVEL PROPOSED NEW 12 " DI WI K HOLE' PROFILE COIR LOGS 5 FEET WIVE ZONE VE FLOOD II ANCHORED WITH WOODEN 5 l i l[ >=LI=v 8 5TAKE5 AND GALVANIZED ` X,,'u' NOT TO SCALE � ���� �, ,,,.,,��>-� ;�`�� '; '<<�. �%`'y LOOP ZONE LINE GABLE LANDSCAPE EARTH � , . �<y .; ^. ;%`�': ANCHORS y;; ,<.- ' PROJECT N0: X <. % .- EL 5.1 �.'.: .. / 1805 DRAWN BY: PLANTINGS IN VEGETATED NON DISTURBANCE BUFFS LANTS PLANTED BETWEEN COIR LOGS ' � Dtsttchlts sptcata - Salt,grass � � L7tstichlrs sptcata - 5altgrass UT - --_ XISTING NEIGHBORING SEA WALL CHECKED BY: Rosa rugosa - Rugosa Rose I "' Panic= amarum - Bitter ponrcgross EL 4.7 -- Vacclnium an ustifolium - Low bush blueberr VEGETATED NON DISTURBANCE`BUFFER TS 9 y Schizachyrium scoporlum - Little bluestem Prunus moritima - Beach plum l6 FT W1DE Sportino patens - Soltmeadow grass ANDWARD EDGE OF TIDAL DATE: COIR LOGS BEACH BY WETLANDS UFFOLK ENVIRONMENTAL 2/28/19 NEW TOPSOIL b" DEEP- SCALE: 5 FT WIDE CONSULTING, INC. .. !1 EXISTING SOIL TO BE EXCAVATE POSED NEW 12 " VIA COIR S39 30 53 W 1 - 20 - 0 DOWN TO 36" BELOW NATURAL LOGS 5 FEET WIDE ANCHORED S08 83, SHEET TITLE: GRADE, REMOVE ALL EX1;5TING WITH W00DEN STAKES AND AN HICK WATER MARK VEGETATION "BAMBOO", ROOTS AND GALVANIZED GABLE TIE LINE XISTING SOIL, REPLACE WITH GLEAN SAND LANDSCAPE EARTH ANCHORS ROCK JETTY SITE PLAN NEW FINISHED GRADE 6.0 FT.. OL EXISTING NATURAL. GRADE 4.? FT. ROPO5ED NEW 12 " VIA GOIR t-OGS XISTING ROCK JETTY - '- 5 FEET WIDE ANCHORED WITH EXISTIN6 NATURAL GRADE ✓O :,€ ODEN STAKES AND GALVANIZED GABLE LANDSCAPE EARTH ANCHORS 6RauND WATER > .b FT. UTH O ILD BAY � Q EXCAVATED GRADE A1lA ELEVATION 2.0 FT - --� �- H E ' ` �xc T� GRAD): , IJ Y S�E C ', �iNlatsTuRn'i :rtuR .'; \\/\\j<.\�Ix/,, toi� ,o.fix,�;;:, �,/'%, APPROVED AS PER TERMS SHEET NO: �,IvD coNolTlOr�S ol+ XISTING 501E TO BE EXCAVATED LA-� PERMIT P� . _� C �Il I COIR LOG NON DISTURBANCE DUFFER DETAIL DOWN TO 36" BhL.OW NATURAL DATE GRADE, FZEMOV1~ ALL EXISTING SCALE. 1 " _ "' VEGETATION "BAMBOO", ROOTS AND 20 _� SOIL, REPLACE WITH GLEAN SAND NYSDEC SUBMISSION SCDHS SUBMISSION I 811 REVISIONS ~ GRADE I NYSDEC "ADJACENT AREA" 4112/19 I SLOPE RESIDENCE LEAN OUT EAVY DUTY AND LOCKING 10/1/19 GRADE EL.9.5 CAST IRON COVER TO GRADE LOT COVERAGE TABLE SCTM # 1000-56-5-37 3" 4" SANITARY PIPE j 4" WASTE LINE GRADE EL. 9.2 GRADE EL. 9.2 12/19/19 INCH PER FOOT SITE AREA TOTAL: 20,217 sf 1/7/2020 GRAVEL DRAIN CLEAR PITCH 1/4 INCH LEACHING LEACHING LEACHIING LEACHING GRADE EL. 7.s PROPERTY: 1071 Bay Home Rd PER FOOT INV EL. 8.69 5/8/2020 TYP INV EL NV EL. 7.94 GALLEY (CAI I FY (CAI I FY GA�1EY S Southold NY 11971 FROM BUILDING 8.4 INV EL. 7.77 51TE AREA UPLAND FROM ADORES REINFORCED GONG TIDAL WETLAND BOUNDARY: 18 774 sf 6/8/2020 <z »: OWNER:- _ Steve Donadic, Marica Donadic ! /2 RETAINING WALL dJ ' 9 2 02 0 :� .j� � ,� 180 Ba view Rd d AREA G Bay view CALCULATIONS® IZ. AND L TIONS FOR SIT E AREA W✓ 2 4 12 HOP - - - -- �-= •��. �.;�__ _:�__;:r=�_^ ���L .�.�t_.. ------ --tll�Plr_s_�,XP�.�_ set NY 11030 # - STRUCTURES PROPOSED PERCEN ' 2 4 o 12 VERT. GROUNDWATER TALE . HOUSE- 8 sf ELEVATION 2 3.8 E I 4gb SITE. + 36 2 2�. 0 17 sf, .4 0 641 acres QUID APPLIED ED ,�+ ac LI L PORCHES: 138 sf 1 O 3 PROVIDE I RO DE SOIL ANCHORS S WATI=RPRO OFIN G H R T 6 LAYER OF CLE AN SEPTIC TANK OR F AN CHORING `-_ HORIN L?EGK 4 C G 5• 54 sf O N I �D1�LS 2.q 91; BE EATH LEACHNG P00 INTO SUBGRADE ZONING: R-40 F WA 5: 56 s I A4% ' r / TOTAL,`-, 5A44 sf Iq.41% SURVEYOR: PECONIC SURVEYORS, PC G' 'DE ALL LEACHING P LS SHA BE PLACED IN 1230 TRAVELER STREET I ACCEPTABLE CHING SOILS AS APPROVED A TEST HOLE EXCAVATION "51T1= AREA U %ND FROM TIDAL WETLANDS SOUTHOLD NY 11971 L BY TH SCDHS. EXCAVATION IS TO BE 12'� WICK INSPECTION TO BE BOUNDARY Bay CO TINUED A MINIMUM OF 6'-0" INTO H0� PERFORMED BY THE SCDHS EG ADJACENT AREA AND TOWN LICENSE #49618 SU BLE MATERIAL AND BACKFILLED AS FOR EACH WICK HOLE. OF 50UTHOLD BUIL BLE LAND) DATED 01.5.19 DETA D. CUTTING RINGS MAY BE REQUIRED. WICK'HOLE FILLED WITH,;- Home :CLEAN SAND: AND GRAVEL' 51'-10" f(� APPROXIMATE LOCATION OF �5 / ACCEPTABLE REINFORCED Rd ACCEPTABLE LEACHING SOILS � GONG 2;'-2" 12, LEACHING SOILS (50' BELOW EXISTING GRADE) OJTAra ON MAP JAI FOOTING W/ LOC #4 a 12" ,. .,. SANITARY SEPTIC SYSTEM PROFILE LEACHING GALLEYS. J� �P o.C. AND ���� �•`' �••ti::�� � r N 0 T TO SCALES. ,�. :. .. '. i1 5#4 CONT.- -T�:r co RETAINING WALL DETAIL a �I (N.T.S.) NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE . . • Bay Beach jLLC Steve Donadic, Steve Donadic, 1055 Bay Home Rd Marica Donadic Marica Donadic PROPOSED 1000-56.-5-35 a ' ' LEACHING UBLIC WATER 200 Willow Pt Rd 300 Willow Pt Rd ' GALLEYS , 1000-56.-5-32 1000-56.-5-3 PUBLIC WATER PUBLIC WAT GRADE EL.9.2 ROAD 30 RIGHT OF WAY GRADE EL. 6.3 �; i �, N 0 F O FOSED NEW UNDERGROUND :. / / PRIVATE ELECTRIC LINE Willow Pt Association Inc 535 Bay Home Rd ROAD , OPOSED NEW WATER SITE 100 56.-5-42.1 O W TER METER EL 6.2 0- EL 6.6 P 5ED A PROOF CONCRETE /\ a: HIGHEST EXPECTED \ \ \ \ \ PUBLIC• . �. .�; : / / WATER IN STREET �, GROUNDWATER \\\\/�/ \ -° ,.:, \\ •., r. /� ..s.. :;• � '' TEST HOL RgP05ED NEW UNDERGROUND RETAINING WALL FOR � EL + 5.4 PUBLIC WATER NE SANITARY SYSTEM x ELEVATION (EL. 3.6) ,\i\i; H +6 6 + N44 53 40 E 6.3 � ROP05ED NEW CONVENTIONAL SEPTIC SYSTEM FORA � 6 LAYER OF I .I b. _ +Q.O T +b.l 3 BEDROOM RESIDENCE �%\\l \���\ CLEAN SAND PROPOSED NEW TER"" O 3 O 2� ZON>= X O - 1250 GAL SEPTIC TANK (ST) ANCHORED INTO SUBGRADE TEST HOLE BENEATH PROOF GONGRE _ .� \ \ \ \ \ \ 5 - GLEANOUT TEST HOLE DATA 10 /31 / 18 ELEV. + 5.4' v /\%� \`�`\��\\�'��i'� '.._::. ....: ...;.. •. �i\\�i\\�/i\\�i\\�i\\�i i/\ LEACHING RETAINING WALL FOR 9.0 I _4:1 GALLEYS SANITARY SYSTE 6. L'G :'C. - (b) 8.5 FT x 4.`75 FT x 2.0 FT LEACHING GALLEY (LG) �+ �- (3) 8.5 FT x 4.'75 FT x 2.0 FT FUTURE EXPANSION (EXPG) 1.0 FT. DARK BROWN LOAM OL PROPOSED NEW IzoNE AI= rLOO ONE LINE LEACHING GALLEY _ Ho�E SEE 1?�TAII �y 6 _ I min L; (D , 1.8 FT. BROWN CLAY CH %���\ �������i���%��%�����% :,.":'-y ••.•,:;;'1: ,:.:':•.. %\�%\\�i\\\�i\�\\\%�� 2'0 WICK PAR�GN�� r * ,� : '.:;.;.; � LAYER OF GLEAN SAND BENEATH LEACHING POOLS O /i�/i�/i�/i�/i��// ..• .::: . /i\�/�/i�//�//�//i HOLE oo O ._ A" 1 \ �;✓. ::,; > \ \ \\\ \ \ \�/i .. \\��\ \ \ \\�//� I AR5 '7, ... Co WATER INPE� _1 VIOUS GRAVEL DRI 6.5 :: .: ../ ( � 48 FT BROWN CLAY CH & CL LEAN OUT ...� O O c •--� WATER IN BROWN FINE �\i/ NEIGHBORING \/\/\ i - TO MEDIUM SAND S P \,\\ XISTING NEIG RING 54 FT. OP05ED NE 20 Q.O+ \ 1 /,\//\//\//\//\ Pf 6.1 ( 5 NITARY SYSTE \��\fir\\�\\�\ \ \ � UN19E� 15 FT 16Ff' O O 6.5 TW 5 ✓ ' 1.8 FT BELOW SURFACE -WATER LEACHING GALLEYS FOR - - \ \ \ \ '� �\ _ ENCOUNTERED, ELEV +3.6 / :,.. • . C � ;r -- - - - _ 9. ROPOSW NEW NCRETE - - \\,\\/ �\,\\\ //\\//\\//\yw ,/\ STORMAATER RUNOFF-FP:OM PROPOSED +IO:O I :� _ _-- -• -- - --- - - \\�����\\� BUILDING STRUCTURE AND :2 FLOORS RETAINING WALL 16, DRIVEWAY TYPICAL 3 BEDROOMS \/\\�\\/\\/\\�\\�\\% NO BASEMENT +8.4 \\\\\\<, \�\\\\\�\\,\ \\\\ ..:',..' >\\>\ \\ �\ FLR ELEV +10.0 DRAINAGE CALCULATIONS /,//i/i/i / / / / / / / / aiS Z. � � /\\r\ / PROPOSED NE I( +b. _ TOTAL GRO55 FLOOR UP I NEIGHBORING RESIDENCE UNDERGROUND 1.5 FT HIGH O AREA 3,323 „� 6.4 I Stephen R Greenbaum, AREA OF RESIDENCE EAST a• m ; y�i' ' �i;�e 1-EAGHING GALLEYS WITH, +5.4 Mary Greenbaum DRY WELL AREA x RAINFALL x RUNOFF FACTOR �\;�\;<�;�\� �\�\\\�\;�y� ::...• .... _:. ::: `�\\`/\\`�\ice\;`'�' CAST IRON DRAINAGE INLET I 1073 Bay Home Rd I \ \ \\��\\��\\/� '•`' - ••: .•....:` ',•, Y (DWU 1,508 5F x (2/12 PT) x I.O = 252 GU. FT. \/\/\� /\�\/\ /\/\/' /\ r TYPICAL 1000-56.-5-38 �i�i\T\�i\%\�i .. ...;`` ,•;.,`• ��i��i✓\i�\i�i /� +10.0 W J• ° z �/\}�\�����y�\/\/� PROPANE TANK UNDERGROU I PUBLIC WATER I AREA OF RESIDENCE WEST = a z ��\j�\y�\��\�\ �\�\ DRY WELL AREA x RAINFALL x RUNOFF FAGTG�R W• y (DYV) 1,508 5F x (2/12 FT) x (.O = 252 CU. FT. c� \\//\\/`/�\\\�\\\�\\\�\\\�\\\�\\\�\ PROPOSED NE 6.5+ �W W' czi \\i\�RS. \i \��\\, i\ UNDERGROUND DISTRIBUTION ! 0 +6� N N AREA OF DRIVEWAY / / / /'/' Q M �\\i\\i\ �\\i'�\\ '�i'��\`�`�` \ I I I CHAMBE to R TYPICAL p p N XISTING VEGETATIONI°BAMBOO" O BE DRY DWELL AREA x RAINFALL x RUNOFF FACTOR "� G REMOVED, REMOVE L ROOT5 ,� D 5F x (2/12 FT) x O.? = 226 GU. FT. N -°�m{ d _ SOIL REPLACE WITH CLEAN-SA TOTAL GU. FT. RESIDENGE d DRIVEWAY = 730 GU. FT. ' • EXISTIN 4.'1 4, 0 B I USE: (19) 8' x 1.5' H16H LEAGHIN6 GALLEY N IGHBORING RESIDENCEIGHBORING m r.y j G?51NG WALL C� o OPOSED NEW 12 " VIA GOIR LOGS (15) V X 1.5' LEACHING GALLEY = '18? GU. FT. I regory John P Trust I � Z'� o +5.0 5 FEET WIDE ANCHORED WITH PROVIDED REG2UIRED 1355 Bay Home Rd WOODEN STAKES AND 6ALVANIZ>BD 787 GU. FT. > 750 CU. FT. --.� 1000-56 - - Z 5 36 -4 I G Z CA BLE LE AND_ L SGAPE EAR TH T AN v H AN CHORS ORS I �17B'NC�NATER � y - cn m Q rn n �E OF IVF�Y STEPPING 5 NE �P .-APP.RaXIMAI'E LaCAT10N�:OF:�,�; 1 ;•;'AC:CEPTABLE LEACHINIG..SOILS =:_:.. .:':.`;.;, � ON GRADE m N / O�p,S C. (50, BELOW EXISTING, GRADE) - ;,; . ;. :;•.-;.:'., 1 r �! II O ZONE aE �,,...+ ��EGRADING AS SHOWN • . _ L FLOOD ZONE LI 4.7 WICK HOLE FILLED WITH J CLEAN SAND AND GRAVEL PROPOSED NEW 12 " DI ( FLOOD ( �r8350-1 COIR LOG5 5 FEET WIDE I O ZONE yE / R WICK HOLE PROFILE ANCHORED WITH WOODEN I I ELEV 8 STAKES AND GALVANIZED PROJECT NO: NOT TO SCALE GABLE LANDSCAPE EARTH LOOD ZONE LINE ANCHORS EL 5.1 / APPROVED BY 1805 *4.7 BOARD OF TRUSTEES DRAWN BY: PLANTINC75 IN VEGETATED NON DISTURBANCE BUFFS LANTS PLANTED BETWEEN GOIR LOGS `1 ` __ TOWN OF•SOUTHOlD UT * Distichlls spicato - Saltgrass '� Distichlls spicato - 5altgrass XISTING NEIGHBORING SEA WALL CHECKED BY: * Rosa rugosa - Rugosa Rose Ponlcum amorum - Bitter panicgross EL 4.7' .,... * Vaccinlum ongustifollum - Low bush blueberry VEGETATED NON DISTURBANCE BUFFER * Schizachyrlum scoparlum - Little bluestem - DATE � 28 2o2D TS * Prunus marltima - Beach plum 18 FT WIDE * Sportina patens - 5altmeodoW grass ANDWARD EDGE OF TIDAL DATE: WETLANDS AS DETERMINED 2/28/19 IL GOIR LOGS BEACH BY SUFFOLK ENVIRONMENTAL SCALE: NEW TOPSOIL 6" DEEP-- 5 FT WIDE EXI5TING 501E TO BE EXCAVATE OPOSED NEW 12 " DIA GOIR CONSULTING, INC. DOWN TO 36" BELOW NATURAL LOG5 5 FEET WIDE ANCHORED S39'30'S3"W ill _ 201 . off WITH WOODEN STAKES AND 108.89" AN HISW WATER MARK SHEET TITLE: GRADE, REMOVE ALL EXISTING GALVANIZED GABLE 77E LINE XISTING VEGETATION "BAMBOO", ROOTS AND LANDSCAPE EARTH ANCHORS ROCK JETTY ' SOIL, REPLACE WITH GLEAN SAND SITE PLAN r NEW FINISHED GRADE 6.0 FT. _ --•, _ -T, , , - �,- •• I• ; •• - - -, - -. EX15TING NATURAL GRADE 4.1 FT. 05 D NEW (2 DIA GOIR LOGS XISTING ROCK JETTY 5 FEET WIDE ANCHORED WITH "y - WOODEN STAKES AND GALVANIZED !�1 Ci r? 87 L GABLE LANDSCAPE EARTH ANCHORS ' EDD EXISTING NATURAL GRADE 5.0 F°r• J, : � � •. • ' •. - .. . GROUND WATER 3.6 FT. GROUND WATER•3.6 > .. _ _ SOUTHOLD BAY -.. _ .. .. . SEP 2 2 2020 EXCAVATED GRADE w EXCAVATED 6RADE ELEVATION 2.0 FT. �i%r��/ /\ /\j/ � ��/ ; /� / SHEET NO: \� �\ \ \� � ���\ �\ \ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ PR Board of Trustees, X15TING 501L TO BE EXCAVATED �_!)RLOG & NON DISTURBANCE BUFFER DETAIL &�E,�MOVEALLEX5TRIN6 • VEGETATION "5AM500", ROOTS AND SCALE. ZOO TRUSTEES SUBMISSION SOIL, REPLACE WITH GLEAN SAND NYSDEC SUBMISSION SCDHS SUBMISSION n GRADE NYSDEC "ADJACENT AREA" SITE DATA DEC 1. 4 2020 14/12/19 0/1/19 5% MAX SLOPE RESIDENCE AN OUT HEAVY CAST IRONY AND COVER TO GRADE LOT COVERAGE TABLE SCTM # 1000-56-5-37 12/19/19 F.F. GRADE EL.9.5 GRADE EL. 9.2 GRADE EL. 9.2 4" SANITARY 4" WASTE LINE 3 WASTE PIPE SUFF.CO. HEALTH SER ICES 1/7/2020 GRAVEL DRAIN PITCH 1 4 INCH INCH PER FOOT GRADE EL. 7.5 51T1= AREA TOTAL: 20,217 sf PROPERTY: 1071 Ba Home Rd CLEAR / LEACHING LEACHING LEACIHING LEACHING Y OFFICEOF V,//�,,TEINATE N"GT. -�.�.P AST PER FOOT INV EL. 8.69 INV EL. 7.94 GALLEY [;AI I FY GALLEY EY GALLEY SITE AREA UPLAND FROM ADDRESS Southold NY 11971 5/8/2020 FROM BUILDING INV EL. 8.44 INV EL. 7.77 I�P�Til AN6/8/2020 REINFORCED G01�1G _ ? ». TIDAL WETLAND BOUNDARY: 18,7"14 sf OWNER: Steve Donadic, Marica Donadic TO :r,�ir%r / 2_,_._ 9 2/20 0 RETAINING WALL dJ - z „ , 180 Ba view Rd 0 . Bay view __ _ _ _ _ _ __ AREA CALCULATIONS FOR 517E AREA 12/18/2020 W/ 2 4 ® 12 HORIZ. AND HIG Manhasset, 1 XPECTED a asset NY 1030 - _ _ _,...-- - -- -"'"--_- - -- - - -L'�='tea-___----- # " -- - - - - --- STRUCTURES PROPOSED PERCENTAGE ' 2 4 ® 12 VERT. :cD' GROUNDWATER--, HOU SE:SE �(2 8 sf E EV 15.84� SITE:L ATION EL. 3.6 20,217 sf, 0.4641 acres S 6 R� , LIQUID APPLIED- ' ( T VI I PORCHES: 158 sf O.'13go PROVIDE SOIL ANCHORS TO F A 6 LAYER 0 CLE ND WATERPROOFING \ SEPTIC TANK FOR ANCHORING DEGK5: 544 sf 2.g03° ZONING: -4 �� O G: R 0 BENEATH LEACHING POOLS INTO SUBGRADE / WAL AY5: 564 sf 1.0143E GRADE LO TOTAL: 5,644 sf 10i.413S SURVEYOR: PECONIC SURVEYORS, PC ALL LEACHING P LS SHALL BE PLACED IN 1230 TRAVELER STREET ACCEPTABLE CHING SOILS AS APPROVED "51T1= AREA U ND FROM TIDAL WETLANDS L 12 WICK A TEST HOLE EXCAVATION SOUTHOLD NY 11971 BY TH SCDHS. EXCAVATION IS TO BE HOLE INSPECTION TO BE BOUNDARY (NY5 -0 ADJACENT AREA AND TOWN ' 0 CO TINUED A MINIMUM OF 6'-0" INTO PERFORMED BY THE SCDHS OF 50UTHOLD BUIL BLE LAND)" LICENSE #49618 Bay DATED 01-5-19 ✓ SU BLE MATERIAL AND BACKFILLED AS FOR EACH WICK HOLE. DETA D. CUTTING RINGS MAY BE REQUIRED. WICK HOLE Home CLEAN SAND AND.GRAVEL / ACCEPTABLE APPROXIMATE LOCATION OF �� \ Z REINFORCED Rd A 0" MA` LEACHING SOILS ACCEPTABLE LEACHING SOILS GONG 2-2 12 (50' BELOW EXISTING GRADE) O\J� LOC Tl ` #4@ 12GW/ SANITARY SEPTIC SYSTEM PROFILE ( LEACIHING GALLEYS) ��P #4 ® 12 ;. . ,. '..:�.�.�;::�;.��.`.��� �"� • NOT TO SCALE` O.G. AND - 5#4 GONT. h �VoJel ��c Jaag RETAINING WALL DETAIL (N.T.S.) as NEIGHBORING D NEIGHBORING RESIDENCE NEIGHBORING RESIDENCEtsati��° Bay Beach LLC Steve Donadic, Steve Donadic, 1055 Bay Home Rd Marica Donadic Marica Donadic A0 PROPOSED 1000-56.-5-35 LEACHI�UG 200 Willow Pt Rcd 300 Willow Pt Rd UBLIC WATER 1000-56.-5-32! 1000-56.-5-3 F �° c GALLEYS PUBLIC WATER PUBLIC WAT OP6P �'� o GRADE EL.9.2 ROAD 30 RIGHT OF WAY +%a GRADE EL. 6.3 RcOP05ED NEW UNDERGROUND °� •a N o 1= PRIVATE y '� \ Willow Pt Association Inc ELECTRIC LINE \\\\ 535 Bay Home Rd ROAD ROP05ED NEW WATER ' \!/ii; ii i/i y RCJPOSED WATER METER o ? N / ,\ 1000-56.-5-42.1 EL 6.6 EL 6.2 PROOF CONCRETE HIGHEST EXPECTED ;,\. ', ��y ":. __ _ __ __ :_;.', .; '� / ,,� PUBLIC WATER IN STREET TEST HOL ROP05ED NEW UNDERGROUND RETAINING WALL FOR GROUNDWATER ,\,,�\,a �; / �� SANITARY SYSTEM " N ELEVATION (EL. 3.6) ;\� EL + 5.4 PUJBLIG WATER N-IE TO „E +6 5 = 108.27' +6.6 N44 53 40 Y H01K� + _,,PROPOSED NEW CONVENTIONAL SEPTIC, SYSTEM FOR A I 6 LAYER OF . +Q.OF ooD T 5 BEDROOM RESIDENCETEST HOLE ROPOSED NEW TER- lCLEAN SAND P 2. zoNl= x O - 1250 GALSEPTIC, TANK (ST) ANCHORED INTO 5UBGRADEE �t A`¢\�/\�/ i,/,.:/\/i.,,':; BENEATH PROOF GONGRET$ - ?; CH& / \\��i;\\�/,\ i \% \\\ LEACHING RETAINING WALL FOR ` LG 5 TN ,- - GLEANOUT TEST HOLE DATA 10 / 31 / 18 ELEV. + 5.4' V .., ` , ':., ., GALLEYS I 4 (6) 8.5 FT x 4.15 FT x 2.0 FT LEACHING GALLEY (LC,) ;\ \; \. SANITARY SYSTEI�t 6, L:G C G' .,,: ,.',. �• _ Loop - (5) 5.5 FT x 4.15 FT x 2.0 FT FUTURE EXPANSION (EXPG) 1.0 FT. DARK BROWN LOAM OL `% �i'y/' PROPOSED NEW IGK �:. .' ZONE LINE LEACHING GALLEY - /,r i�, H LG ZONE AE I •- ' O SEE )ZETAII min L t �t U ELEV 6 Q'LG� f? 1.8 FT. BROWN CLAY CH Q 2'0 WICK - ,� _ PARJCIfid + , ' LAYER OF GLEAN SAND BENEATH LEACHING POOLS HOLE U U AREA c, � � 7. + `-�` WATER IN - ;�\.' PE�VIOUS GRAVEL DRIV LG 48 FT. BROWN CLAY CH & CL \ \, ��%i\`%/�% 57 ml LEAN OUT .� WATER IN BROWN FINE � \ I 0 U _ \\/\,\/. \\ NEIGHBORING �`�O - \.\ _ STING NEIGHBORING 54 FT. TO MEDIUM SAND SP // \ P OP05ED NE - O 0i.0+ ( �- S;NITART' SYSTEU ER�sRQI�ID I�5 FT IGR" 6.5 _ 5 1.8 FT BELOW SURFACE -WATER »RQWN LA U TW ENCOUNTERED ELEV 3.6 LEACHING GALLEYS FOR ` + ' G LG a.0 ROP05ED NEW �ONGRETE ' CW '& \; STORMWATER RUNOFF FROM '` BUILDING STRUCTURE AND 2 FLOORS RETAINING WALL I / ` (I RE51 PENCE B BEDROOMS r� <�j " ; ' > `' DRIVEWAY TYPICAL MO BASEMENT `r +8.4 I -� \ LG FLR ELEV +I O.O DRAINAGE CALCULATIONS � z' \ NEIGHBORING RESIDENCE PROPOSED NE I I +6.1 TOTAL GROSS FLOOR UNDERGROUND 1.5 FT HIGH LUG AREA 5,523=�� Stephen R Greenbaum, I AREA OF RESIDENCE EAST \... ��; ��;���'' ' LEACHING GALLEYS WITH ; +5.4 Mary Greenbaum DRY WELL AREA x RAINFALL x RUNOFF FACTOR ,:'. ' 1073 Bay Home Rd I ( ,� ( ) = J �• C 0 r\y�>,\y CAST IRON DRAINAGE INLET DW) I 8 5F x 2/12 FT. x I.O 252 GU. FT. o /!5 :.! .;Yj,. �', \ I TYPICAL z 1000-56.-5-38 w 3 Ln \ y +lo.o :>;: I AREA OF RESIDENCE WEST "' PROPANE TANK UNDERGROUN PUBLIC WATER I Q Z u O .� DRY WELL AREA x RAINFALL x RUNOFF FACTOR W• u L v III (DW) 1,508 Sr x (2/12 FT.) x 1.0 252 CU. FT. C � \� PROPOSED NE �;���ROWN`,CLAYY\ AREA OF DRIVEWAY v I • V UNDERGROUND DISTRIBUTION +6.5 N DRY WELL AREA x RAINFALL x RUNOFF FACTOR ;i;CH CHAMBER TYPICAL p '^ rn XISTING VEGETATIONI"BAMB00" O BE Y m REMOVED, REMOVE ALL ROOT5 A D (DW) I,ci3'1 SF x (2/12 FT.) x O."1 226 GU. FT. loco. EXISTIN 4.-1 L` � N TOTAL CU. FT. RESIDENCE 4 DRIVEWAY = '750 CU. FT. -j SOIL, REPLACE WITH GLE�4N- A p Q y co USE: (15) 8' x L5' HIGH LEACHING GALLEY \ /r, /' r,i,../✓r.!i\; i; IGHBORING ::� \; N IGHBORING RESIDENCE G NG WALL I < re o John P Trust z 0 z mi v n c +5.o ROPOSED NEW 12 DIA GOIR LOGS (15) 8 X 1.5 LEACHING GALLEY = 787 GU. FT. '' PROVIDED REQUIRED I 9 rY I . ,; r �� 5 FEET WIDE ANCHORED WITH ,8, GU. FT. > ,30 GU. FT. 1355 Bay Home Rd II r .r 5w WOODEN STAKES AND GALVANIZED -�� 1000-56.-5-36 I N .� Z 7a ;. . �171N TER \ { cr p N m GABLE LANDSCAPE EARTH ANCHORS STEPPING 5 NE m �cOF �:� �y . APPROXIMATE LOCATION OF ON GRADE ^ ACCEPTABLE .LEACHIING SOILS m GRADING AS 5HOWN "r (50' ,BELOW,EXISTING .GRADE) J j`>. FLOOD i ZONE AE ..�� ; ,ti a,, z; L FLOOD ZONE LIN I I 4.14t ELEV .z, i WICK HOLE FILLED WITH CLEAN SAND AND GRAVEL ` � „ PROP05ED NEW 12 DI FLOOD - COIR LOG5 5 FEET WIDE ZONE VE - RED I�% WICK HOLE PROFILE ANCHORED WITH WOODEN 5 I I ;� ELEV 8 }.. p 1 STAKES AND GALVANIZED NOT TO SCALE _ PROJECT NO: GABLE LANDSCAPE EARTH LOOP ZONE LINE ANCHORS �' s � x 1805 : `' EL 5.1 r �X> ``. ~ � '''.'�' {,l'', +4.1 �`r.'tW �. .7 7 I� ��^; ,x••�;n,A^;f'� ,•��:_"^'m" f,' •• �� DRAWN BY: PLANTINC75 IN VEGETATED NON D15TURBANCE BUFFS LANT5 PLANTED BETWEEN GOIR L065UT Dlstichlis spicato - Saltgrass Distle-hils splcato - 5altgrass - �_ XISTING NEIGHBORING SEA WALL ��T :t CHECKED BY: Rosa rugoso - Rugoso Rose Panicum amorum - Bitter ponlcgross EL 4•7' 1 �`f �''� :-_teaTS • Voccinium ongustifollum - Low bush blueberry VEGETATED NON DISTURBANCE BUFFER 5chizachyrium scoparlum - Little bluestem • Prunus maritima - Beach plum 18 FT WIDE 5portino patens - 5altmeadow grass ETLAND D EDGE E TIDAL DATE: GOIR LOGS BEACH WETLANDS A5 DETERMINED �cc �� -4., �`-•s__.-.. 1. ..- _-- 2/28/19 BY SUFFOLK ENVIRONMENTAL e _ _,�z� - __ � - ' tl emu; e mg SCALE: NEW TOP501L 6 DEEP- 5 FT WIDE CONSULTING, INC. - � ROP05ED NEW 12 " DIA GOIR -nY .'rt� a �:tt�;._ s;,.r ► f 5 �a . n of . t. R Fi^.'` ""''� I'3?•`t;',t n g"' i Tl Cyr � �•)i' �'!.� �GI�4` il'A.� l) '1� ��Ci✓t,tl G CAI 1�w 20� - Oww EX15TINC7 501�L TO BE EXCAVATE LOGS 5 FEET WIDE ANCHORED S39 30 53 W SHEET TITLE: DOWN TO 56 BELOW NATURAL 108.89, GRADE, REMOVE ALL EX15�"ING WITH WOODEN STAKES AND TIE LINE EAN HICaH WATER MARK GALVANIZED GABLE XISTING ct�r.ng4� ' . T '`' fit_11101. VEGETATION BAMBOO , ROOTS AND VV LANDSCAPE EARTH ANGHOR5 ROCK JETTY o �....._�..__.- SITE PLAN ��1. 7'Li:.ii 5r'.�i:J�'i) 1 6./�Li,�,�'it LLIYT 4s� 1-1WI\�c-�'1 Siw c:L'4C?�•G SOIL, REPLACE W I TH CLEAN, SAND NEW FINISHED GRADE 6.0 FT. ROPOSED NEW 12 " DIA GOIR LOGS r,., ..rn s r r r.•, , L' c;- `�,•��r'�` �,`� � I �r -rr , �'' r '-"'�l�' m� �' m � �ur ,� ,, - EXISTING NATURAL GRADE 4.-i FT. f,�,�.,1.,.i , v . ,..•�, .- j r +, XISTING ROCK JETTY 5 FEET WIDE ANCHORED WITH �-•='• �•' �' �• --�"�� Co:a �'+��•�-�'< <� t c.��► NATURAL GRADE 5.o FT. r WOODEN STAKES AND GALVANIZED t r Z --N, 0 EXISTING NATO :EI ��.1�, C'>�.it �.� , iC�,, f..t� .�'','I:9' GABLE LANDSCAPE EARTH ANCHORS Q SOUTHOILD BAY � `J��� 1 5 202� : Ez . 'L.�, v GROUND WATER 5.6 FT. 6ROUNI7 WATER 3.6 FT. m - EXCAVATED GRADE �- XGAVATED CRAVE `- '" - "-- SHEET NO: ELEVATION 2.0 FT. / ' ' //' / j / //' ' /!/�i %/ / i i/.// / � _ "�/%j// / ` ' /ELEV �f N / /� / / / i"�"? t. M , \ / / / O.FT �/ ,/\/`\ �K`ONDI TUFb D\,1�� tL' L,5C3BG1 DE; \/\ \/ / �9\/ \�;\ � R �... �.,. r"2'5 P L ftii tr'; "' ." '"a : C<Oi t'A.Tt:, XISTING 501L TO BE EXCAVATED & NON DISTURBANCE BUFFER DETAIL DOWN TO 56" BELOW NATURAL GRADE, REMOVE ALL EXISTING - 1 " = 20'_0'1' (g)(ff�-!RLOG ) VEGETATION "BAMBOO", ROOTS AND SCALE. TRUSTEES SUBMISSION SOIL, REPLACE WITH GLEAN SAND NYSDEC SUBMISSION SCDHS SUBMISSION f-TWE BOOM ECEIVE MAIN tiO.IID l• �t— . FEB - 5 2018 t ?Y t� g y C+'9, 1f6P DP A WUOW POINT i=18.IM-MAP Ilm 4OU C SOM WIDE RIGHT-OF-WAY low-D88A0-06.D0-UEC.001 ..1 • PROPERTY O/THE MUM POINT ASSOCIATION INC. 46 N .44°53 40" E-108.27 7RA� ! cK ol e co a 4n VACANT AND HEAVILY WOODED } Ape N O�oOG ' Qq0 Oy a W O� f � o ti y� 4tA 11/�i 3 rl0eNUR T(^'1U9.42 5 '� oOf NEW SOUTHOLD BAD CERTIFIED TO. (UNDERWATER LAND) SPFVE". bONritrIC,h YAR'C11 dONAD1G: � � t/ , latAi1130N`AFk''{uE AI1S1'RACrS iNq• ``'" , {'1"r�Nns .FlA,liii0lSSj -_ rf. '•ko 05aZ�1ti .��° . . T1iiS1' k}31iiIIG 17t'TiTL$'1hS` 1t1�"tG' COMPANY �t xi Axo Sv' SCALE: 1",;q0' DRAWN BY. LK H. .FU NO.' Q269-17 I�SA NBC SURVEY OF DATE: JUNE 27e 2017 QUIMN l$MD IDED -PROPERTY + LAND SURVEYING + AtSDUTF om, To I OF 'sounlow, $IIFP.Of3[ COUhm'. qw YORE: '274 EAST.RAIX STgF T- St:l'!! llj9tl-EIEG.�0-fl5:0i 17.O4t} 1 St:15U1'.`N Y. l7.730 ARM 2L,82MO,Sq.F! TBI: G�,l-:'77�A00S, O:SO:ACBPS PAX:.631-277-306 .,awa.tr:gv.raenr m e np.trr,�tr scsr+rtm re T!t sc+rn.mm uu;net s.t aTtm u nro scurf u + €4, .l171-c[13�teu q Af LTCt •t&lsa�."naril rMry%rstr llryrter fk rulu 6 til.^"T11t 7gi1TJR7-1H eH.ersrtc l tf,hs4.l.ew:uai lrwtna fptt ll'msaiti" „f!.°tC�tH.IrOt!nlenwattc, A1771'JPL'F'(tA(,'t6 nw 17'a�kt'+II.Li4 F[iT rl'ffi7 rflMi n»A71i tit RCtGa Y tMeet1.V311 ib N599 tviUg, 1t'twrr[uv.Ar7Rt.a ;i'..!h vYSYM r'iw.6R'8Ya* - �rdt9M'!r8:/aY;iCNiY!nUks.,9'T.TC'^=.Y1[Y eAl'NSf PL1iSRtWa[F�7'°kkS}:kk.r{lttbNt:a fly"fYdlbft�'ati0.'. g . 1071 BAY HOME ROAD, SOUTH OLD.- SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD N. Y. FLOOD ZONE X N/0/F SUFFOLK COUNTY, 2% ANNUAL CHANGE FLOOD HAZARD JOHN P GREGORY TRUST 1000-56-05-37 DWEUNG PUBLIC WATER SCALE- 1'=00 DWELLING FLOOD ZONE LINE 1 JANUARY 5, 2019 7EST HOLE PUBLIC WATER SEA ✓AN 21, 2022 (FOUNN 770N LOCA 770N) McDONALD EOSt�ENCE S44V 19'20"E / sroc E N r MEND D 181.64' WALL EL 5.1' 10/31/18 cMF LANDWARD EDGE OF TIDAL EL 6.2' EL 6.1 END WLF 000R.2'WALL WETLANDS AS DETERMINED EL. 5.4' 0.5'W �' 4 o.2'w DARK BROWN LOAM OL x 95• I # I i BY SUFFOLK ENVIRONMENTAL 1 ,BROWN CLAY CH (j w 44�, I CONSULTING, INC. EL. 3.6 1.8 Z ^ zp — _ — _ — _ ` I N U Co o � R I Q Qi O 6A Q z� M WATER IN BROWN CLAY CH & CL � j �` ? El b5° �a 7yp LLI U) LL o I I 0 DWELLING 3 ° w w, WLF ! •J PUBLIC WATER z = ,� w w # 3 O Z o ° ° an Z co M, W a p 2 zx N N I OR Z a U r- o Q W I I 0 WATER /N BROWN FINE TO MEDIUM SAND SP w Q ° �� o = o coaD o o R pw o I '� b,o W rp 54 f M �M 40.2' '4'+A� e a W� 1 EL. 5.4 FLOOD ZONE LINE _ _ # 2 I, �' MAY 0 9 2022 NOTE. WATER ENCOUNTERED 1.8 BELOW SURFACE z b — — II Lou+l-LAw(3 uEPT. Z a0 T®WN OF SOUTHOLD ELEVA71ONS REFERENCED TO NA VD 88 END BLDG. `�' WLF I j_ 3.5'E BLDG. CONC. WALL CONC. W _ CONC. WALL CONC. WALL EL .1' 1.8'E 0.2'E 0.1'E OXW1 0.2'W Fl # 71, CMF ` EL 6.6 CMF // FRED N44?'l 9'20"W CONC. WALL 1 91.85' W�W END AM O FEMA FLOOD ZONE MAP FROM FIRM DWELLING WIRE ENCLOSUR 5/11 a� MAPS 36103CO159H - 912512009 PUBLIC WATER �W FE• N/O/F O a, MARY GREENBAUM Q o DWEWNG PUBLIC WATER j f V�r e1- KEY z Q = REBAR < 1139'* P1EW. YO ® = WELL k~ vp J.ME y f- = STAKE BAY HOME RD. .*,,/ I A = TEST HOLE 1 :- • = PIPE ■ = MONUMENT = WETLAND FLAG FD ILAN05 �Q, = U77LITY POLE N.Y.S. LIC. N0. 49618 N.Y.S LIC. NO. 051132-01 ELEVA71ONS REFERENCED TO, NAW`88 AREA= 20.217 SO. FT. TO TIE LINE PECONi SUR RS, P.C. ANY ALTFRA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC770M 7209OF 7HE NEW (631) 765-5020 FAX (631) 765-1797 YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL P.O. BOX 909 CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR 1230 TRAVELER STREET COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 18-161 SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD FLOOD ZONE X N�oiF SUFFOLK COUNTY, N.Y. 2%ANNUAL CHANGE FLOOD.HAZARD JOHN P GREGORY TRUST 1000-56-05-37 DWE PUBLIC WATER SCALE- 1'-30 DWELLING FLOOD ZONE LINE ` JANUARY 5, 2019 PUBLIC WATER SFA—u JAN 21, 2022(FOUNDA77ON LOCA710N) McDONALO GEOSA'ENCE TEST HOLE DATA ' S4419'20�E / 9'E 181.64' wui EL 5.1 10/3i/l8 CMF / LANDWARD EDGE OF TIDAL EL 8.2' EL 6.1 "- WLF p.wau WETLANDS AS DETERMINED z -15.i $ 4 lo•z'�'' BY SUFFOLK ENVIRONMENTAL EL 5.4' 1' DARK BROWN LOAM OL x o5w I CONSULTING, INC. EL 3.6' 1.8'BROWN CLAY CH -Z o MS —j ———— ' I; N N i ei C6 o -16t; 4 I Q O a W o _ 2q�q -a I' p m WATER IN BROWN CLAY CH tt CL co U1 LL 1 a O $ 1 I1 0 G WLF PUDBIWIO WATER Z = _ 3 T O O Z s ^' ZZo Zo l{ Metz L= 4. �a U N N 1 I�g ��p' r WATER IN BROWN FINE 70 MEDIUM SAND SP C I I i O W 5f kn O 402 4� e \� Z EL 5.4' FLOOD WLF ZONE LINE $2 + Co N07Ei WATER ENCOUNTERED 1.8'BIIOW SURFACE b —— ———— — UEVA77ONS REFERENCED 70 NAVD 88 L ewc, COW-WALL coxc.w WALLcowc.WALL wLF I 1, 18'E 02'E 0.1'E 0.1 W EL 6.6' cuF 1 ff' FEMA FLOOD ZONE MAP FROM FIRM FMEO N4419'20'W CONC.mai. 191.85' i 4w Fsto x f RE MAP]36103CO159H- 9/25/2009 PUBLIC WATER aW �• NIO F & I WARY GREENBAUM o`* DWELLING 7� PUBLIC WATER O � j KEY z 0 =R£BAR g 1139't® WELL Of =STAKE BAY HOME RD. NEW Y0 9 TEST HOLE • =PIPE l�-A ■ =MONUMENT = WETLAND FLAG c-Q,=U77UTY POLE N.Y.S. L/C. NO. 49618 N.Y.S. UG NO. 05102-01 UEVA77ONS REFERENCED 70,NAVD'88 AREA= 20,217 SQ FT. TO TIE LINE PECONIC SURIgWRS P.C. ANY ALIERARN OR AOD/RN TO THIS SURVEY IS A NOLA710N OF SEO N 7209OF 7HE NEW (6JI) 765-50 0 FAX(631) 765-1797 YORK STATE EDUCARN LAW.EXCEPT AS PER SEC170M 7209-SUBDMS/N 2 ALL P.O. BOX 909 CER77FICA77NS HEREON ARE VAUD FOR INS MAP AND COPIES THEREOF DAILY IF SAID MAP OR 1230 TRAVELER STREET 1 pp COPIES BEAR 7H£IMPRESSED SEAL OF 7H£SURVEYOR WHOSE SIGNATURE APPEARS HEREON, SOUTHOLD, N.Y. 11971 IU-161 REVISIONS: 17 4/12/19 NYSDEC "ADJACENT AREA" Oft 12/19/19 10/1/19 Dzataq4 RESIDENCE CLEAN OUT HEAVY DUTY AND LOCKING 1 61" E D 01'"A 1/7/2020 The r F.F. 10.0 GRADE EL.9.5 [CAST IRON COVER TO GRADE ,f��roge cf-_,rorr.!ard wn'nr rupp!jf ffv-7t-rt r-,!-j='t'an h��V,�Me 4" SANITARY 4"" WAS LINE GRADE EL. 9.2 GRADE EL. 9.2 LOT COVERAGE TABLE SCTM # 1000-56-5-37 5/8/2020 armor crs�`17�4 17f P**,1n*�rF-elnt or Md -nd 00 WASTE PIPE A INCH PER FOOT 6/8/2020 be FOR A PITCH 1/4 INCH TOP, EL.8.1 GRADE EL. 7.5 SITE AREA TOTAL: 20,211 s� PROPERTY: 1071 Bay Home Rd 9/212020 LEACHING LEACHING LEACHING LEACHING PER FOOT \--INV EL, 8.69 U INV EL. 7.94 ADDRESS Southold NY 11971 GALLEY GALLEY GALLEY GALLEY BOT. EL.Q.1 SITE AREA UPLAND FROM -built FROM BUILDING INV EL 8.44 INV EL. 7.77 12/13/22 as Sd��K TIDAL WETLAND BOUNDARY: la,7-14 sP OWNER: Steve Donadic, Marica Donadic r-F.. 2"b" mi � : . 180 Bayview Rd 5' MIN. 8' DIAME ER 8' MIN, AREA CALCULATIONS FOR 51TE AREA A ........... Manhasset, NY 11030 ----------- --- -77 7­7 -------------- 7 C GROUNDWATER--, PERCENTAGE STRUCTURES ELEVATION L. 3.6)- HOUSE: 2��& 15.a4% SITE: 20,217 sf, 0.4641 acres LL 135 5f 0.15% TANK FOR ANCHORING INTO BENEATH LEACHIIqG POOLS 544 9f 2.CIO% ZONING: R-40 SOIL ANCHORS TO SEPTIC 6' LAYER OF CLE6W-15AND 59b MP.: / &RAD17- - SUBGRADE NAL"A*f5: 564 sf IA4% C Ln TOTAL:"-, 3,644 sf lq.41% LU SLOPE SURVEYOR: PECONIC SURVEYORS, PC ALL LEACHING LACED IN ACCEPTABLE 0 L) Poo 1230 TRAVELER STREET Poo AS LEACHINXGOILSP APPROVED BY THE A TEST HOLE EXCAVATION AREA U ND FROM TIDAL WETLANDS OIL S 12'0 WICK- *' U t SOUTHOLD, NY 11971 SCDHS. EXCA ATION CONTINUES MINIMUM OF 5" INSPECTION WAS BOUNDARY (t%SEC ADJACENT AREA AND TONN E 9,RAVEL DRAIN CLEAR INTO SUITABLE MATERIAL AND IS HOLE VA LICENSE #49618 PERFORMED BY THE SCDHS Bay BACKFILLED AS DETAILED. VA FOR EACH WICK HOLE. Of" SOUTHOLD SUIL BLE LAND)" DATED r,1-5-19 TYP K HOLE FIED WITH z F;ZEINFC ;1.0ED GONG - WICK CLEAN SAND RETA I\ NO WALL AND GRAVEL APPROXIMATE MATE LOCATION OF W 2 0- a 12" HORIZ. AND CD ACCEPTABLE EL #4 12" VERT. Rd LEACHING SOILS ACCEPTABLE LEACHING SOILS ' LIOUIE� 4%PFLIED + PUBLIC WATER INS EET (50 BELOW EXISTING GRADE) Af N- 1 M A P NATER R' OOFINC7 SANITARY SEPTIC SYSTEM PROFILE ( LEACHING GALLEYS) NOT TO SCALE co GRADE 0 Uj NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE Bay Beach LLC Steve Donadic, Steve Donadic, 1055 Bay Home Rd Marica Donadic Marica Donadic 1000-56.-5-35 200 Willow Pt Rd 300 Willow Pt RdLR PUBLIC WATER 1000-56.-5-32 1000-56.-5-31 -loll PUBLIC WATER PUBLIC WATER A0 N5TALLE VAULT 4 0 GONG :21- 1:211 WATER TER FOOTIN W ROAD 30' RIGHT OF WAY 0 #4 a 1:' N/O/F oo co O.C. Al, Willow Pt Association Inc N SITE 5#4 0(� 535 Bay Home Rd NDER&ROUND PUBLIC 000-56.-5-42.1 HATER LINE PRIVATE ROAD EL 62' NSTALLED WATER PROOF . EL 6.69 CONCRETE RETAINING WALL RETAINING WALL DETAIL TEST HOL OR SANITARY SYSTEM En EL + 5.4 "Op, 0) ge&�M (N.T.S.) 5 0 7:7 Cl a 'r HOME o "7.0+ N44#53 '40"E +63 108.27' _-ANSTALLED CONVENTIONAL SEPTIC SYSTEM FOR A 6 T 5 BEDROOM RESIDENCE INSTALLED WATER F +cT-0 FLOOD 0 :21 ZONE X .0 - 1250 GAL SEPTIC TANK (5T) ANCHORED INTO 5mrvRADE CONCRETE RETAI N& WALL TIN - OLEANOUT FOR SANITARY SYSTEM C7 C1.0 & FLOODL&2 (9-L 1�& LOOD - (6) 8.5 FT x 4.15 FT x 2.0 FT LEACHING GALLEY (L(S) • -T x 4.15 FT x 2.0 FT FUTURE EXPANSION (EXP&) 0.- G ZO - (5) a.5 F* TEST HONICK HOLE SEE ETAIL- EV ONE LINE LEACHIN6 6ALLEy FFB 2 7 202.3r. 1 117�-71 r-"4z , j�- . "I PARKIN& CO L&I TEST HOLE DATA 10 131 11 ELEV, + 5,4' LO 01 0E P 1 1� (D LAYER OF CLEAN SAND BENEATH LEACHING POOLS 1.0 FT. DARK BROWN LOAM OL IT 0) PROPOSED NEIGHBORING 1 LEACHING STRUCTURE 6 L(S +cf eo L6� GALLEYS 0 0 NAIL UP A LEAN OUT 1.8 FT. BROWN CLAY CH F 7 WATER IN GRADE EL.9.2 L X15TIN& NEIGHBORING GRADE EL. 6.3 IN TALLER UND 5 -r 48 FT. BROWN CLAY CH & CI_ E ROUND I. -tg_s�� NITARI F7-HI&H-LEACHjj6 &ALLr_-Y5 U 6.5+ 20' B Tyj + FOR 5TORMNATER RUNOFF I%Z t WATER IN BRONNN FINE 6 25,FROM BUILDING STRUCTURE 54 FT. TO MEDIUM SAND SP z- AND DRIVEWAY TYPICAL - RESIDENCE 2 FLOORS 1.8 FT BELOW SURFACE - WATER HIGHEST EXPECTED II 0 U FLR ELEV +10.0 i5 BEDROOMS +8.4 -GROUNDWATER_ _7 _j U) C9 ELEVATION (EL. 3.6):� L -6 ENCOUNTERED, ELEV +3.6' TOTAL GROSS FLOOR NO BASEMENT T6.1 UP NEIGHBORING RESIDENCE _(0 AREA 5,325 5F I m, I Stephen R Greenbaum,W 26 vwww000 : W 6' LAYER OF +5.4 Mary Greenbaum ly < CLEAN SAND 1073 Bay Home Rd z U. BENEATH E W. 0 BROWN CLAY ­7 1000-56.-5-38 LO C) LEACHING +10.0 < (CH CL) 6.5+ PUBLIC WATER 0 GALLEYS 1 I I I I X, n W. C4 PROPANE TANK UNDER(SROUN 0 0% A A S " f Ino, Lk fop- AG CA C U INSTALLED UNDER&ROUND-" Li --12'0 WICK D15TRI13UTION CHAMBER AREA OF RESIDENCE FAST U) co HOLE DRY WELL AREA x RAINFALL x RUNOFF FACTOR L N'; 0 T. L>!, (P (DN 1,508, SF x (2/12 FT.) x 1.0 .25:2 CU. f C: + , :, L EX15TINC7 4. L '-t U3 AREA OF RESIDENCE WEST Ej -ALL x RUN01"--F FACTOR N�IGHBORING RESIDENCE 6H50RIN611: ik 0 :2 DRY WELL AREA x IRAI ,117 MT 0 C) DIA GO LOGS 5 FEET WIDE pre gory John P Trust -Ac",INC WALL w4 0 �K 0 (r,>N) 1,505 5F x (2/12 FT.) x 1.0 252 CU. FT. +5.0 ANCHORED WITH WOODEN STAKES BROWN CLAY 1355 Bay Home RdI ';R 51 AND GALVANIZED CABLE Cl) 70 AREA OF DRIVEWAY (CH '&'CL) 1000-56.-5-36 LANDSCAPE EARTH ANCHORS DR'r' NELL AREA x RAINFALI x RUNOFF FACTOR O�- NEK,),, (DA) Icl3l SF x (2/12 FT.) x 0.7 = 2:26 CU. FT. rn -730 CU. FT. 1 10 TOTAL CU. FT. RESIDENSE 4 DRI'V`NA( LEACHING GALLEY M FLOOD a (P k> .� USE: (15) Vx I.5' HIC-_,H L 0 _j (13) VX 15LEACHIN6 GALLEY '75-7 CU. FT. ZONE AE X,x 0 "IV­ FLOOD ZONE LIN 4 J ELEV 6 _ ��' _ / PROVIDED REQUIRED L F-1 -75-7 CU. FT. > '750 CU. FT. _j 0 (n FLOOD LJ ZONE VE X PROJECT NO: X, ELEV e) -H 5 W 1805 b LOOD ZONE LINE DRAWN BY: EL 5.1 UT BROWN CLAY (CH & CL) +4.*7 CHECKED BY: TA B L E O F I N1 E 11" 00" 1 0' T FOR SANITARY SYSTEM, COMPONENTS S XISTIN(S NEIGHBORING SEA WALL DATE: EL 4.7' 2/28/19 S T ANDINARD EDGE OF TIDAL a_ % A A T_ B)_ SCALE: it 1 - 011 WETLANDS AS DETERMINED UI 1 = 20 BY SUFFOLK ENVIRONMENTAL151 1 5F), SHEET TITLE: CONSULTING, INC. S39'30'53"W APPROXIMATE LOCATION OF 108.89P -4-7.5' ACCEPTABLE LEACHING SOILS AN HIC71H WATER MARK (50' BELOW EXISTING GRADE) PE LINE SITE PLAN WICK HOLE FILLED WITH M CLEAN SAND AND GRAVEL It­ WICK HOLE PROFILE SOUTHOLD BAY 54.5 N OT TO SCALE 26' wow SHEET NO: DEC I A81mBU [ L1 L Hm VI I-Owl SCALE: 1 20 + FLOOD T ZONE X .0 +,r12 r_j SCDHS SUBMISSION AP R VED AS NOTED /'LUMBER CERTIFICATIOi� r ON,LEAD,CONTEN.T BEFOF,'l DATE: B.P.# CERTIFICATE OF`OCCUPAN.., , FEE: SOLDER USED IN WATER NOTIFY ,BUILDING -ARTMENT AT SUPPLY SYSTEM CANNOT 765-1802 '8 AM TC PM FOR THE EXCEED 2�1n. OF > FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMIN PLUMBING 3. INSULATION `A'C:L PLUMBING WASTE 4. FINAL - CONSTR. ^N MUST WATER LINES NEED tING'$EFORE COVERING BE COMPLETE D. ALL CONSTRUCTu . :,ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ^r' '!T ill it T AJN 7RA 307T OLD TOWN PLANNING BOARD DQ'5.NQTPROCEED WITH t#'AfV 141uNTIL SURVEIL.' OUTHOLD TOWN TRUSTEES ,..,FOUNDATION LOCATION e N.Y.S.DEC HAS,BEEN APPROVED. Blower door OCCUPANCY OR and ductwork testing required. USE IS UNLAWFUL WITHOUT CERTIFICATE must provide Manuals OF OCCUPANCY D,1 and S as per MS:EnergY Code All exterior lighting RETAIN STORM WATER RUNOFF installed,replaced or PURSUANT TO CHAPTER 236 repaired shall conform OF THE TOWN CODE, to Chapter 172 of the Town Code 2/8/2021 FS-1412-FEMA Compliant Flood Vent by Flood Solutions info floodsolutions.com Toll Free: 800,325.9775 Cart ( ) Home Shop Info Center Blog .About Contact FS-1412 Add to cart $45.00 s —, Size: Opening Required: 14-1/2" x 12"H 5 ` Tip to Tip: 17W x 14-1/2" ' Covers: 129 sq ft Free area of vent: 106.7 sq inches A x .� ... 1,7 For use in stud walls with studs 16" on center. All Flood Solutions flood vents are ICC-ES Certified, engineered, FEMA compliant and proudly made in the U.S.A from heavy duty aluminum. • They are easy to install with predrilled screw holes, a 1-1/4" front mounting flange and no finish for easy painting if desired. . Vents are always in the open position, allowing for fresh air ventilation to help keep crawl space dry while protecting you from insects and rodents. • Ideal for new block construction, poured concrete walls, wood frame walls, doors. No finish for easy field painting (or may be left unfinished). https://floodsolutions.com/shop/fs-1412/ 1/2 8 NYSDEC "ADJACENT AREA '""v' 4/12/19 GRADE 5% MAX RESIDENCE CLEAN OUT HEAVY DUTY AND LOCKING LOT COVERAGE TABLE SCTM # 1000-56-5-37 1219/19 SLOPE GRADE EL.9.5 CAST IRON COVER TO GRADE 10/1/19 4" SANITARY 4" WASTE LINE GRADE EL. 9.2 GRADE EL. 9.2 3 WASTE PIPE INCH PER FOOT 51TE AREA TOTAL: 20,217 sf 1/7/2020 GRAVEL DRAIN f PITCH 1/4 INCH LEACHING LEACHING LEACHIING LEACHING GRADE EL. 7.5 PROPERTY: 1071 Bay Home Rd CLEAR �,P PER FOOT INV EL. 8.69 INV EL. 7.94 GALLEY GALLEY GALLEY GALLEY SITE AREA UPLAND FROM ADDRESS Southold NY 11971 2020 5/8/ FROM BUILDING INV EL. 8.44 INV EL. 7.77 6/8/2020 REINFORCED GONG _ T N Z » ` TIDAL WETLAND BOUNDARY: 18,'1-i4 sf �.-© .SIN....•,... ' OWNER: Steve Donadic, Marica Donadic -} 9/2/2020 180 Ba view Rd RETAINING WALL dJ - _ y ,n ::..`.::.' . = : AREA CALCULATIONS FOR SITE W/ 2 #4 ® 12" HOR:IZ. AND --- --- - ------- ------ --- --------- -- --- ---------- ----- = ------- Manhasset, 030 � TE AREA �, ----- ------------- -",- , �-.. GROUNDWATEE CTED NY 11 12/18/2020 2 #4 @ 12 VERT. STRUCTURES PROPOSED PERCENTAGE HOUSE: E 2 q8 sf 13.849'ELEVATlO o N EL. 3.6 SIT E: TE: 2 021 R� 7 sf,( T 0.4641 6 1 acres - PORCHES: 138 sf 0.7390 LIQUID APPLIED I PROVIDE SOIL ANCHORS TO 6 LAYER OF CLE AND OOF I NG RPR WATE \ i R DfGKS• 544 sf 2.q0� SEPTIC TANK FO ORING ANCH �� BENEATH LEACHIIQG POOLS INTO SUBGRADE BE T WAL AY5: 564 sf Lc[4Y ZONING: R-40 } / i�kV TOTALS 3,644 sf Iq.41Yo SURVEYOR: PECONIC SURVEYORS, PC GRADE ALL LEACHING POOLS SHALL BE PLACED IN 1230 TRAVELER STREET ACCEPTABLE CHING SOILS AS APPROVED 12'� WICK A TEST HOLE EXCAVATION "51TE AREA U ND FROM TIDAL WETLANDS L SOUTHOLD NY 11971 BY TH SCDHS. EXCAVATION IS TO BE INSPECTION TO BE BOUNDARY NEC ADJACENT ' Bay CO TINUED A MINIMUM OF 6'-0" INTO HOLE PERFORMED BY THE SCDHS ( AREA AND TOWN LICENSE #49618 SUI BLE MATERIAL AND BACKFILLED AS FOR EACH WICK HOLE. OF SOUTHOLD BUIL BLE LAND) DATED 01-5-19 DETA D. CUTTING RINGS MAY BE REQUIRED. WICK HOLE Home FILLED WITH � CLEAN SAND AND GRAVEL. APPROXIMATE LOCATION OF \ (0 / ACCEPTABLE ACCEPTABLE LEACHING SOILS REINFORCED I ; Rd LEACHING SOILS GONG �• 2 12 (50 BELOW EXISTING GRADE) O�J� O L 0"' C A T I OF M0 M A F" FOOTING Al SANITARY TAR Y SEPTIC SYSTEM PROFILE ( LEACHING GALLEYS) #4 ® 12" NOT TO SCALE` O.G. AND ? cV LP��\ a 5#4 OONTco . RETAINING WALL DETAIL a �o boa (N.T.S.) NEIGHBORING RESIDENCE NEIGHBORING RESIDEMCE NEIGHBORING RESIDENCE Bay Beach LLC Steve Donadic, Steve Donadic, 1055 Bay Home Rd Marica Donadic Marica Donadic PROPOSED 1000-56.-5-35 200 Willow Pt Rd 300 Willow Pt Rd e LEACHIN(G UBLIC WATER 1000-56.-5-32 1000-56.-5-3 GALLEYS PUBLIC WATER PUBLIC WAT GRADE EL.9.2 ROAD 30' RIGHT OF WAY +,00 0 GRADE EL. s.s / ;' ;; CO N/O/F PRIVATE RO�POSED NEW UNDERGROUND y h,Qo / Willow Pt Association Inc ELEG.TRIG LINE N as �, 535 Bay Home Rd ROAD ROP05ED NEW WATER Y << R04P05ED WATER METER SITE N 1000-56.-5-42.1 EL 6.6' EL 6.2 PROOF CONCRETE � a� is//, \i •/\\ o ' :' _ _ _ ! PUBLIC WATER IN STREET HIGHEST EXPECTED _%%\.'> _ RETAINING WALL FOR GROUNDWATER77- > TEST HOLE RCOP05ED NEW UNDERGROUND ELEVATION EL. 3.6 Ito EL + 5.4 PUE51-10 WATER N-F- SANITARY SYSTEM ( ) B N44'53'4�0 E +6,3 - 108.27 � HOMF +6.6 + ROPOSED NEW CONVENTIONAL SEPTIC SYSTEM FOR A LAYER OF 5 1 6 l 5 BEDROOM RESIDENCE u FLOOD T +6.1 TEST HOLE o /.. ..; CLEAN SAND PROPOSED NEW TER-- t p 2' ZONE X O - 1250 GAL SEPTIC TANK (5T) ANCHORED INTO 5UBGRADE BENEATH PROOF GONGRE U - ;! 5 TA - CLEANOUT G l'_4„ TEST HOLE DATA 10 / 31 / 18 ELEV. + 5.4' •� ) LEACHING - '' `" & CL ` RETAINING WALL FOR q,p (6) 5.5 FT x 4.15 FT x 2.0 FT LEACHING GALLEY (LG) GALLEYS SANITARY SYSTEi 6. _ LOOD O FUTURE EX ,,,: 3 8.5 FT x 4.-i5 FT x 2.0 FT P PG 1.0 F " ZONE LINE AN510N (EX Pe) T. DARK BROWN LOAM OL � PROPOSED NEW IGK �.: LEACHING GALLEY � 1 ' `''%; :, •>' :;;,;, \;;�%\ LG ZONE AE min :., 1 = v \ HO SEE �ETAI1 ELEV 6 _ I �- LG ? 1.8 FT. BROWN CLAY CH 2 0 WICK JGN + HIND POOL J -" AREA c .".::...., H LEAG\ ,\, PAR ' LAYER R OF GLEAN SAND BENEATH HOLE I C� 5 _ .} y, ^ =' --t' ( � WATER IN I 48 FT. BROWN CLAY CH & CLIt P�VIOUS GRAVEL DRI G \ r' - O 5T mi LEAN OUT WATER IN B 1� �-- I ROWN FINE NEIGHBORING v $ � XISTING NEIGHBORING TO MEDIUM SAND SP I 54 FT. P OPOSED NE G cV O' q.0+ b.l 5 NITARY SYSTE 1.8 FT BELOW SURFACE Ui�ERISRC D 15 FT IGFi U U 6.5 _ TA 5 E WATER eRowrl\cLj LEACHING GALLEYS FOR q.0 ROPOSED NEW ONGRETE ENCOUNTERED ELEV +3.6 LG PROPOS17 +10.0 :2 FLOORS I STORMWATER RUNOFF FROM BUILDING STRUCTURE AND RETAINING WALL I RCS I DENG� 3 BEDROOM - I DRIVEWAY TYPICAL U 11Q BASEMENT +8.4 -� ' 5 DRAINAGE CALCULATIONS z LG FLR ELEV +10.0 ULATIONS PROPOSED NE I I +6. TOTAL GRO55 FLOOR UP y NEIGHBORING RESIDENCE Q LO UN U � AREA 3 23 s 6.4 � :, ( Stephen N I F RESIDENCE N\ \ \ DERGROUND 1.5 FT HIGH LG ,3 ��.� AREA O '/ R Greenbaum E EAST i`:! LEACHING GALLEYS WITH <' + D WELL AREA / ., 5.4 Ma Greenbaum RY x RAINFALL x RUNO- FF FACTOR r CAST IRON DRAINAGE INLET I I _o r 1073 Bay Home Rd (DW) 1,505 5F x (2/12 FT.) x 1.0 252 GU. FT. J �, a o TYPICAL +10.0 1000-56.-5-38 W J• °� I PUBLIC WATER AREA OF RESIDENCE WEST Q z u q I DRY WELL AREA x RAINFALL x RUNOFF FAGTO!R W• w v PROPANE TANK UNDERGROUN M = I (DW) 1,505 5F x (2/12 FT.) x 1.0 = 252 GU. FT. a N a 2' ' u I I vn O PROPOSED NE W N 6.5+ f3f�0.W��N• 'CLAY UNDERGROUND DISTRIBUTION I _ AREA OF DRIVEWAY Q / \ \\ \ \\ \,` % . CHAMBER TYPICAL DRY WELL AREA x RAINFALL x RUNOFF FAGTOfR \ \/ I I CN rn XISTING VEGETA'TIONI°BAMBOO" OBE (DW) I,q3-I 5F x (2/12 FT.) x 0.-1 = 226 GU.. FT. REMOVE ALL ROOTS ACID SWAY cA CO m REMOVED, 1dDJ TOT SOIL, REPLACE WITH CLEAN AL GU. FT. RES GE d DRI '130 GU. FT. EXISTIN 4.-1 0 = p O 4 USE: (15) 8 x 1.5 HIGH EA ALLEY N IGHBORING RESIDENCE IGHBORING a p m r►y , L CHING G re gory John P Trust C NG WALL , .< p z Ono +5.0 ROPOSED NEW 12 " VIA GOIR LOGS (13) V X IS' LEACHING GALLEY = -78-7 CU. FT. I 9 rY p r �-A 5 FEET WIDE ANCHORED WITH PROVIDED REGtUIRED 1355 Bay Home Rd I I I ^,>. y Ap r " 761 GU. FT. > '730 CU. FT. 1000-56.-5-36 .' N ,r Z Gz - - ;.- 5 WOODEN STAKES AND GALVANIZED �170- TER \ y, f,•.� GABLE LANDSCAPE EARTH ANCHORS C-WA o v'- v rm L �J STEPPING 5 NE o m .`a APPROXIMATE LOCATION OF 0 p N ACCEPTABLE LEACHIING SOILS- ON GRADE y rn FLOOD �/ 50' BELOW EXISTING GRADE `r ; n ( ) - GRADING AS SHOWN F ZONE AE �� L FLOOD ZONE LIN WICK HOLE FILLED WITHED CLEAN SAND AND GRAVEL PROPOSED NEW 12 " DI GOIR LOGS 5 FEET WIDE ' FLooD ``.� WICK HOLE PROFILE s ZLEV6 ANCHORED WITH WOODEN 5 II I;� �i � ELEV 8 STAKES AND GALVAN I ZED x vk. . NOT' TO SCALE GABLE LANDSCAPE EARTH r. lkzhy �;r; Y4 `"� LOOD ZONE LINE / PROJECT NO: ��J / ANCHORS r ° :>, EL 5.1 K,��< �.<� �• 1805 r: . DRAWN BY: ANTS PLAN N GOI R LOSS `t ,.» : PLANTINGS IN VEGETATED NON D15TURBAi`�IGE BUFFS L PLANTED BETWEE L a, UT * Distichlis spicato - Soltgross '� Distichlls spicato - 5altgrass - _� �_ XISTING NEIGHBORING SEA WALL CHECKED BY: * Rosa rugoso - Rugoso Rose * Ponicum amorum - Bitter ponicgrass EL 4,7' TS * Voccinium ongustifollum - Low bush blueberry VEGETATED NON DISTURBANCE BUFFER * 5chizachyrlum scoporium - Little bluestem - * Prunus moritimo - Beach plum 18 FT WIDE * Sportino patens - 5oltmeadoW grass ANDWARD EDGE OF TIDAL DATE: / 2}��4110me / GOIR LOC75 WETLANDS AS DETERMINED BEACH BY SUFFOLK ENVIRONMENTAL SCALE: NEW TOP501L 6" DEEP-- 5 FT WIDE CONSULTING, INC. 1" = 20' - 0" ROPOSED NEW 12 " DIA GOIR SHEET TITLE: EX15TINC7 501L TO BE EXCAVATE S39 30'53"W DOWN TO 36" BELOW NATURAL LOGS 5 FEET WIDE ANCHORED 108.89' GRADE, REMOVE ALL EXISTING \ WITH WOODEN STAKES AND 6ALVANIZED CABLE TIE LINE EAN HIGH WATER MARK XISTING VEGETATION "BAMBOO", R00T5 AND LANDSCAPE EARTH ANCHORS ROOK JETTY SITE PLAN SOIL, REPLACE WITH GLEAM SAND �x XxAxxn�x X� NEW FINISHED GRADE 6.0 FT. \\-EX15TINI57ROOK ROPOSED NEW 12 " DIA GOIR LOC75 W u W o ,, EXISTIN& NATURAL GRADE 4.'1 FT. JETTY� ���=���� � ,4a:��r� ��t��� ���� '�"st° ���� ���,,�,� �-� r � - � „ 5 FEET WIDE ANCHORED WITH WOODEN STAKES AND GALVANIZED > < . . EXISTIN6 NATURAL GRADE s.o FT. GABLE LANDSCAPE EARTH ANCHORS pry SOUTHOLD BAY GROUND WATER 3.6 FT. � _,�• GROUND WATER 3.6 FT. EXCAVATED 6RADE ,1, ___EXCAVATED GRADE ELEVATION 2.0 FT. '/// / /i\ / SHEET NO: %�\;�\�'l�Ni�I�TURBED N '1'URA � � r2> ,�\\\' \ \ \ \ XISTING SOIL TO BE EXCAVATED F " A H COIR LOG & NON DISTURBANCE BUFFER DETAIL DOWN TO 56" BELOW NATURAL 2 (N.T.S.) GRADE, REMOVE ALL EXISTING SCALE: 1 " = 20'-0" VEGETATION "BAMBOO", ROOTS AND TRUSTEES SUBMISSION SOIL, REPLACE WITH GLEAN SAND NYSDEC SUBMISSION SCDHS SUBMI ISSION i WIND-BORNE DEBRIS PROTECTION FOR OPENINGS STfi;ZUGTURAL 5ZEYl EN BY STEVE MARESGA, PE FOR WALL OPENING PROTECTION 01=120 MPH 5-5EGOND WIND GUSTS 188-0-7 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY 11,�46 MAXIMUM MEAN ROOD +-+�I GHT: ��') SIMPSON LSTA - 20 6A6 PHONE H01�E 631 �28 cf480 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° INV EWIOF STRAPE 0 EACH . • CLASSIFICATION DESIGN CRITERIA: r � \ ICE SHIELD IL 24'RROM ED6E S I NOLE FAMILY RES I DENT i AL SHUTTER ASSEMBLY 1 REQU DE51 GN IN ACCORDANCE WITH AMERI GAN N.T.5. ' FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I \ � � HEIGHT PRESCONSTRUCTION METHOD FOR I + 2 FAMILY HOUSE 23/32" (5/4") APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOODI ALTERNATE(OVERLAP AROUND OPENINGS 4") I 1 ° ( HURRICANE CLIPIUSE TION OF 55-0" MAXIMUM ASSEMBLY: 51MPWN H3 GROUND SNOW LOAD - 45 PSF. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL - 40 PSF. L.L. #IOx3" (w/ WASHERS) GALVINIZED OR 5TAIINLE55 STEEL I I LIVING AREAS - 40 PSF. L.L. WOOD 50REW m 16" O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO, BUILDING: I I • CLIP NAILED. FROM BEDROOMS - 30 PSF. L.L. #10 TEE NUTS ATTACHED TO BLDG. w/ #lOxl-1/2 ( Al WA5HER5) I I RAFTER TO STUD. - WIND SPEED - 130 MPH TYPICAL ALL RAFTERS MACHINE BOLT ® 12" O.G. °�-" I 5 - 8d NAILS EACH END SE 1 SM I G DE51 GN CATEGORY - B I WEATHERING - 5EVERE - APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH - 36 PLATE. NAILS EXTERIOR O.CD& AT TERMITE - MODERATE TO HEAVY � I SHE�AT OAR EDGE OF ALL Z •'�� 1 TYPE OF CONSTRUCTION DECAY - SLIGHT CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REG2UIRED - YES I GONSTRUGTION O II LTIPLE SECTION ASSEMBLY: ~ 1/4" THICK BOLTS @ 2' OG co GENERA L NOTES 0 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH HATER SUPPLY Q 1 I i 1 I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE' CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 0 I I I I 11 PLYWOOD 5HEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. W B I I I I 1 TfO OVER LAP OX 14. THIS STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY W 531h1P50N MST27 MINIMUM 28 DAY STRENGTH OF 5000 P51 CONSERVATION CODE. m I I I I I 1 1 1 I I 1/2" WIDE - 20 6A(5E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Q I I I I I I I WETAL STRAP @46" Oc. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. _ lee4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE B LY I l I I I I 1 1 L70UBLE TOP C) SHUTTERASSEM I i I 1 STv�S®Ib" O.G, PLATE Pro iRTIONSD, FLOOR AS OPENINGS, POSTS AND ON DRAWING�RALLEL DESIGNED AND SPECIFIED BY OTHERS. Q 1 I I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND IT ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE: m N.T.S. I I 1 ( GOAT EPDXY PAINT. ALL FA5TENER5 TO BE A5TM1 FOR PANEL SPANS:4' OR WIDER SPAN I �' I�' lei FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE le). CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") 11 11 VERIFIED BY CONTRAGTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP AND OWNER. 2x4 STRON(S-BACKS ® 24" OG AROUND SILL PLATE 4 --8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. TH15 AT ANCHOR BOLT 11 II FOUNDATION HAS BEEN DESIGNED FOR A 501L 11. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I SIM�IPSON MST2� BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1 1/.2" WIDE - 20 6A&E LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'?S: # IOx3" (w/ WASHERS) GALVINIZED OR I I MEITAL STRAP ®48" oc. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW a 112" O.G. I,t' NAIIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO ci5% AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ; :;:< 8d NAILS a 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. oPS Z r� #IOx3" (w/ WASHERS) GALVANIZED GAR STAINLES5 STEEL o r' 21. SMOKE DETECTORS REQU I RED I N EACH BEDROOM AND rn WOOD SCREW ® 16" C).G. • ""x �''' �. ALL HEADERS 6.0 FT I N LENGTH AND OVER TO BE ALTERNATIVE FASTENER FOR SHUTT'fER TO BUILDING: 2 - REBAR �;.,s•,::� 2 xc 6 SILL PLATE ON EACH LEVEL OF DWELLING A5 REQUIRED BY A04Q TREATED. SUPPORTED BY DOUBLE UPRIGHTS, Q.0 FT AND OVER #10 TEE NUTS ATTACHED TO BLDG. m/ #I0xl-1/2 ( W/ WASHERS) Y-. ''•• BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW PORK STATE BUILDING GORE. J Q M MACHINE BOLT ® 12 O.G. �.;j•�"�{ .,. "' `''•` MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. �o o SEE FOUNDATION DWG. M ti., 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO X FOR DESIGN. 5/83" x 12" A.B. 045" OG. W J •O W Q y } 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT :.<;,•r;:;t.: W I FENDER WASHER. F-Q LL ;:.;•.; WINDOWS - GLAZED OPENING `+''`'�t' PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W •v ui Q. PROVIDE FLASHING AT ALL ROOF BREAKS . HOUSE BE UPGRADED WITH HARD WIRED <17 W N �,n PROTECTION Is REQUIRED FOR ALL iGLAZED AREAS. CHIMNEYS SKYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED 5MOKE ALARMS. E W • "lo w N = IN ACCORDANCE WIT�f LARD 55 TEST OF AND DECKS ETC.. � � 23. THE NYS GORES ALSO APPLY TO ACCESSORY ASTM E Iggb AND OF ASTM 1586. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WIINDOW5. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. 0M PANELS TO BE PRECUT TO FIT OVER. WINDOWS WITH � � • HARDWARE PROVIDED. FASTENERS 'TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , HIEADER + SILL PLATE. FOR THE INSPECTION OR 5UPERV15ION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/N`i'55C CHAPTER #2304.Q.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RE5PON51 B I L I TY OF THE CONTRACTOR. OF NF_� m° C. s .z NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4 o.c. EXTERIOR EDGES AND 6 d o 12" o.c.. �'' • c1� ��"' a o BETTER. INTERMEDIATE. 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: h MIN. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1804 RAFTER/TOP PLATE 5-Ibd (TOE NAILED) AND WATERPROOFING SHALL BE SPECIFIED BY ARCHITECT. o <'10 0 CEILING JOIST/TOP PLATE 4_Sd (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, • ....................................................... CEILING JOIST/PARALLEL RAFTER 8 16d (FACE NAILED) EXP05URE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING J015T LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-IOd (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TEGO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) �� TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS �- 4. ALL HEADERS 6 -O AND OVER SHALL BE SUPPORTED DATE: o t10 RIM BOARD/RAFTER 4-16d (END NAILED) WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER 6 TOP PLATE/TOP PLATE 2-16d (PAGE NAILED) CONNECTIONS. o TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a TOP PLATE AT INTERSECTIONS 4-Ibd (PAGED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING.�hj STUD/STUD 2-16d (FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIIA >{>: HEADERMEADER Ibd (FACE NAILED) 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL J015T5 PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS TOP or BOTTOM PLATE/STUD 5-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS ANL? SHEET TITLE: 0 0 ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR Io < o �45 BOTTOM PLATE/FLOOR JOIST 3-Ibd (PAGE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o J015T/SILL, TOP PLATE or G CIRCULATION IN ROOFS.IRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. W1EB 1 BRID6IN6/J015T 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINC75 ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL :jh BLOCKING/JOIST 2-I0d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" 6 ABLE RocFSo BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) '7. DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & L 10o 0 C50 O 10 0( o c45 LEDGER 5TRIP/BEAM 4-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OIF J015T ON LEDGER/BEAM 3-166 (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 6d COMMON NAILS® 4' Oz. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 611 O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF Ii/2" DIA. i09 o Aso O PLYWOOD ROOF DECKING Sd @4" O.G. EDGES, ®8" O.G. FIELD "TECO" OR APPROVED EQUAL. „ STRIP SHEATHING Sd (ONE/RAFTER) GALVANIZED MACHINE BOLTS o 12 O.G.. SHEET NO: PROVIDE F>d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ©4" O.G. EDGES, @8" O.G. FIELD Cf. NAILING 50HEOULE SHALL BE AS PER THE N.Y.S. • PORTIONS of PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING 8d a6" O.G. EDGES, ®12"' O.G. FIELD BUILDING GORE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE C O M F3 O N E N T AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. MINES BID & PERMIT SET 651�11 c 2x(o WALL FRAMING ABOVE PLYWD. SUBFLOOR +10.0 TOP SUBFI_R_ _ _ � �� � �� _ • 3-�2 3'�2 3-"1 I I- ♦ .. ♦ I II-7/8" TJI FLOOR FRAMING (2)2x10 TR. WD I I (2)2x10 TR YVD I I r' � �► ''T -- +- I I I I I tx8 TREATED WD. SILL, CONNECTED - { �2�2X1O TR• 1 I -- L J T20FOUNDATION w/CAST-IN-PLACE -"� _- - _ - FOUNDATION BOLTS ® 52" '� L ►^� 11 _J 1 --- -� Wxlb" GONG. PIER ON I 'N (2)#5 REBAR _ 1 r { - --- - 36"x3b"xl2" THK. REINF. ,`..,••• P FAB. FLOOD VENTS P R � --- �-- :'i �,;.:'; SF GS, INSTALLED w/BO OM 1 _ GONG. FOOTING (TYP) O �- FL SH w/GRA SPACE / x N {; } 8" THK. POURED GONG. •fl -+ 4•r ! FOUNDATION WALL r - r- -_, r ;_. FLOOD VENT. SEE PLAN SPECIFICATIONS —t---� I I I' I I I I I' I I I I ;r co Z x• 2" GONG. RAT SLAB CN I I I ( )2x8 _J L- J L_ J L�---J J L —— cl" I -- ---- -------- ( 2xb@lb" TR. WD. " +6.4' MIN. GRADE/TOP CRAWL SLAB "s, 'w. to I - - - - - - , t~;:,s :r•+ r. • r:.�; - ;:cr, • :., I I FLUSH FRAMED FLUSH FRAMED „, Yt 11 DECK JOISTS DECK JOISTS I O /\\ \ \\ \\ a: '< #5 REBAR ®12 VERTICALLY I I I a1_3y211 X 31_.,�/211 1031_4V211 O Ib-I I 3-?,�2 3-?}�2 \/\�\/\/ �t• '�� :� HORIZONTALLY _ I I � U1 I - 1, 1 11 � I �, I I PROVIDE 2" JLO' HKGONG LAB I _-___ m -. �m-_-- ------ \\ \\ \\ \\ _�' ' + \ \ COMPACTED GLEAN FILL I P I TGHED TOOD DRAT S I ----- ---- `` `````````` - -- \ \ \ \ `� , \ m I I O I L 2x10 TR. WD. LEDGER _ _ _ _ 2x10 TR. WD. LEDGER - .1� 1-1. I I O co \\\ \�/\\\ \\\ n: \ \\\ \ \ 12" DEEP x 56" WIDE POURED N I I Cp Q I I I =ry C / / / / �:;' / / / GONG. FOOTING I I � L-- - -- - ---------------------- --------------- --------------------- ----- -- " I l :•:vn•!r;�ty.ei^k.;4 " '",• .''y.•,�e•:�t;t':;::: _r�;^,';s:�• ''�`; ' � 1 n I I 1` I Q ": `:�'• •e,�.; •;, i,r,4:';t: .:::;"« ►.,�::,,',;•.,, �:w #4 REBAR ®12" o% (n I I H A1_41, :. (5)# I I IE I 1c PREFAB. FLOOD VENTS PER /- �''• . •..,..;. r. :,,:: ^,�..; .. 5 REBAR I r;, g r•r � ,:, : ; tir• i SPECS, INSTALLED w/BOTTOM I = +3.4' BOTTOM FTC. i?'3:t;: :u,;;�..?: ;,�:.,:t:%;:.;'.,_;xr ,:,sv,. w,• r.:y'?. I - t- - i �ry W -i , I i- I ® O FLUSH w/CRAWL SPACE SLAB 7 UJ I _ LEI \\ \\ �� I m //\ I ti /\\/\\/ /\\/\\/\\/\\//\\//\\//\\//\\//\\// UNDISTURBED SUB-GRADE I I 3-I/2xII /8 APB I I 3 I/2xII-'1/8 APB I O� ° I =N //\\//\\//\\//\\//\ I i � \\ L�. -LLJ L- —J cw cw r- I� m w I I cn Q /\/\/\r\/\ I I A A-B \ �{ I 12'-a" Q0 12'-a" a'_I1�,211 a1.411 I I m y t F�SHALLO}^l�RA�MING � , R TILE; IN TRCLLATIONX// I l u- i r_I � I L) TA I LLjATl 0 N t �S 4OWN•'HAT ED/ 8"xl6" GONG. PIER ON SCALE: 1" = 1' -0" I � � I 36 x3b xl2 THK. REINF. _ry GONG. FOOTING (TYP.) / u I \,�I ' A _ I / I. / _ ` 2 -/ L /� - �_ 5-I/2x` 18 At_� 5-I/2xl I-'1/S" APB I I `� I I/\ x I (2) SPAN CONTINUOUS I I I '� ­ — � I / ` K ,� I I I I I I (2' ) SPAN GONTINUous I I I L_ -Jod-----� I-- -� I--- --� in I I cV POSTS ABOVE i Z. . /X� I I to Q �I�/ �I r ?I - --� I I I 'we r \ I I I I I - J �• Ncl r—� --I PROVIDE CLOSED CELL 5-I/2xII-1/8" APB ...� - I W -j' w z w a ® (2) SPA NTINU '�/' l I I _ '= a z u I I I SPRAY FOAM INSULATION _ I I--1/8" TJI FLOOR FRAMING z I / I -II2x11 /8" A . 3-I/2 I I-7/8" APB I ABOVE, PER SPECS - / \/ L G J I 1 W• M w/5UBFLOOR, FRAMED I - - - - - I �(�J I I I I a c� N 0 FLUSH TO GIRDERS I i I I I I PROVIDE 2" THK. GONG. SLAB, AREA ABOVE W. �t YV/SHALLOW FRAMING I r +10.0 TOP SUBFLR. r" 1 >1 / I � PITCHED TO FLOOD DRAINS _ I , t FOR TILE INSTALLATIONX I I I I I SHOWN HATCHED TIMBER 61RDER PER PLAN i I i \/ N APPROX. LOCATION HOUSE x y SEWER OUTFLOW To SANITARY v ' ip •� I I I SYSTEM xt• •.•{';..trr I I �; ,: r•. I I ri z - r ABOVE _J I -�I- r --------------------------_ a :.2 ;�Ax• F. ? �r I I 1� Ll I m L J I rrt 8"xlb" GONG. MASONRY I I '� p I r--- --------------------------- - --- ;1 I I alp=G'Lu C.441" - UNIT PIER, REINFORCED g�3�. :{:' w/(2)#4 REBAR i I j I o HIGHER FOUNDATION ALONG THIS WALL y j.r I a a COMPACTED FILL UNDER - +6.4' TOP GRAYVL SLAB 4 ' ?,1''"'"`''"•' I I I I I I � REINF. .� �•• k�• I L---- -------------- ---- ---J L--- -------- -- GONG_SLAB ------------- ---J 1::1;f. '+:�` �-w'•:�;: M�: 2 RAT SLAB I I , - - •_ ,�.*, " Y 11 t GOMPAGTE FILL UNDER Vol ,s. f'• / 1/ REINF. GONE. SLAB ':•' /\//\\//\// ��,, t• :;�:"' icy''` \�/\�j\ • . " . . , ,,r�• , � - > t I I , I I r' y1 `,�ii '•'•'` I HIGHER FOUNDATI N ALONG THIS WALL I I I I PROJECT N ?\ GLEAN, COMPACTED FILL ----------------- ----------------- -----------------------------------.�y. 1713 � / / / ,•`L•r%.•�a '7� � / / � I i I I DRAWN BY: ITS \ .++. wt ...,•�:•- .�f i.�.�i ; :i;• �4,•�'•:F.,�•••,= •.a:'r�.�l 1, II 11 ------------------------- / CnrCKED BY: : M•:?L. Y•:.:fir 36 x36 A2 POURED GONG. _J / / ea: Y,^,vr` '1'• Y? i.:C: ',•3.. Y•,y' rli.i. .4;':"r.,IY'i{�%?:�;y:,i I — �•... . FOOTING I I I t- - ;;�'a,.7 yr..Y „:: ;,,I r.,��. .i,�1,• ;,,,e�"' ." ^:F'�'. (4)#4 REBAR, EACH WAY 3.4' BOTTOM F=TG. ,`%�r'�, r•= 'ti � • :; t�i• ,� HIGHER FOUNDATIONALONG THI5 WALL I - _ I-- ---------------------------------- --� \ \ \ \ \ \ \ SHEET TITLE: UNDISTURBED sus-GRADE 201-01, 25'-0" 201-0" FOUNDATION PLAN w Em "u"h' E b"h 0 OF A L Do"" E't 'Am I L- SCALE: 1" = 1' -0" FOUND""ATION PhLAmi'la- SCALE: 1/4" = 1' -0" SHEET NO: CRAWL SPACE AREA = 2,138 SF i I i _ i I11_011 10'-011 101-011 -- 5Y2" GABLE RAILIN6 PER SPECS, _ W211 la' I" w/P05TS ATTA HED SECURELY TO FRAMING B LOW. SEE SPECS 1 / I i STAIRS BOTH SIDES TO GRADE w/IPE TREADS, LVL HDR PVC RISERS 4 TRIM, TR. WD. STRUCTURE. I PROVIDE HANDRAIL N ONE SIDE I 00 I 2xb®Ib" WALL FRAMING, TYPICAL, w/VAPOR - I SEAL 4 15ATT INSULATION, %" EXTERIOR ' GRADE PLYWOOD SHEATHING, BUILDING WRAP, AND CONCRETE STUCCO ON KRE LATH - OR - i , �,i VERTICWL SIDING. SEE ELEVATIONS I I iIN I 'CMT305 ( CMP 056 MT3056* 7 i i I m Ix4 IPE DECKI ATTACHED SECURELY w/B IND FASTENERS - Z HDR � 1 i m X/ �\ ®I> -x �I� 2xlo®16" R.R. SHALLOW F MING ABOVE TO r AGGOMMODA ROOF DECK a � I 2x10 b" G.J. I I / p\\ 11 I TO:2xb PO RIDGE� F, ST I I I M °,xll ,TLi / FGP6080 FGP 080 FG6P6080 I FGP1 080* j i O 7 PL. �I. TGH PLATE cup =ry m (3)2 10 HDR. (3)2x10 HDR. (3)2wI0 HDR. _ 5-1/2"xl APB HDR I (3)2x8 w/(2)5/811x.711 ° � i I B � OOM I STL. PL. FULL HGT. — I LINE OF DUMMY EXTERIOR C) I I =ry Q WO D TL. FULL 1 .71 T. III I WALL ABOVE, TO BEAR ON n i 0 FLOOR _ ROOF RAFTERS 9'-O" H�GH GLG. W � Q r II r l 211 3/211 3/211 I W211 1 T I 7-6 " 51_411 21_ 11 I_411 21_/11 i I �` it I N I 1 \00 � Lo I I !- L VV `o I I I !b GATHE RAL CEILING p O =ry ' m I I I ►� FLOOR m l I = 20" WIDE FLUSH STONE I I �- I ® HEARTH STONE X X I 2x10®III' R.R. - 2x10®I6" R.R. - L 1 II = PREFAB. GAS FIREPLACE = n =N E3A7H I Y I I x I w/METAL FLUE T RU ROOF f N I I I �_I m U I -0" GLG. m dJ L l Y I Nr-7 ROOM- [1 ® I ry i- Q5► II x I Ntwo story s ace m ry I i SEE 2nd FLR. P AN FOR _ W II CEILING 4 ROO FRAMING N I I I o i I m ry 'ry I =ry WOOD 4�I I ( = r FLOOR — — — U III_ 2XIO RIDGE I R/F I s K I TGH N I PROVIDE FRA1 E PLATFORM O I I I I HV?IG TO RAISE HVAC EQUIP. otS Z• . (4)2x6 POST I ABOVE FLOODI PLAIN 1 �.,L III - - - TO RIDGE (n "I '� r 3 l� 1.1 O � I . r BrnT>-r - m 61-011 GLG. I_ ® r 2'-011 (V WOOD �I I - ----- FLOOR o,, 1 m W _j• W w a z r +a G I I � M = W, o oil— ------- HATCH TO CRAWL TIE L O U 5 A I I _ W. N U f Lc) �ry --1_�1 SPACE BELOW BO 3 6 ll j�/54,LLO IN ———— WOOD STAIR 4 = MF-GH. ROOM I— ' Q ~• v r ' Fp�aR TIL'� I� AL . TIO ry I � , town H TG --- - HANDRAIL ENTS"I _ �\ --- - - OW - i (4) x P 5 1 11 ®I ® / I _ 5 (3)2xb POSTSUP I m =ry U �J I '-411/ I m I = ryLI mF �� BOOM 1 ` \ L-y_J I ry+0� I _2xa®I6 G_J. N = WOOD FRAMD STAIRS w/RAILING ON �I WOdb• / tV / - _�_ (�2x10 R.R. m i I , TO MATCHOMEIDH. ROOM E TILE FLOOR AT LANDINIG, o inF C-w r cv FLOOR ; \ \ /\ to red (3)2xlo HDR CM 040 .71-3/2" I I ��F' s c. s �Y° HIG C ° p GOY fit D i=OfitG -r'-1o" II-loy2" BLUESTONE TERRACE ON SLAB I 3Y2 1 11 u� I V II-6 I ' �/L' u� Or SDI� 7" 50. (3)2xb CASED POSTS, 1 - 1 rs-at 4-a ANCHORED TOP 4 BOTTOM X, � I I ry (3)2x5 FLU5H BEAM ABOVE r . - - -- ------------------ ------ 1 �ry�ry A A(5E e � I I PRO IDE /e THK. TYPE X , PROJECT NO: ' CMT3050* CMT3050* EDGE OF ROOF I 1 I°_ � � m I I 1713 OVERHANG ABOVE Irl G W. A L SURFACES 1 10-0 10-O 4-a I I 611 TH . REINF. GONG. SLA y �} I I I I r DRAWN BY: 20 11 1 1-011 ill-Oil I 1-011 TS EDGE OF BUILDING ENVELO j X I =ry I ( I ry (3)2xI6 HDR. I DA G 2� 2J - - - - - - - - - - - - - - I— - - - T3D4U+_Tvi O�+ CMT3040♦ - - I --------------------------- --\ 1/411 2 la 111 101-0" 101-o11 All SHEET TITLE: I I 201.011 FIRST FLOOR PLAN I RN T F L 011h' ON` R P L A SCALE: 1/4" = V -0" SHEET NO: FIRST FLOOR w/6ARI = 2,"5 5F NOTES : 1) LVL = 1-3/4"xII-1/5" MIGROLAMr o=ft 1 D cnn rr%- FE lrn%I A I 'man k E m I m 2) MINIMUM HEADER = (2)2x10 i cASPHALT SHINGLE ROOFING ON BUILDING PAPER ON 5/4" PLYWD. DECKING 4a'-011 I I �211 W:211 la'-111 2 1�11 GABLE RAILING PER SPECS. ANCHOR POSTS SECURELY INTO FRAMING DETAIL IPE DECK ON SLEEPERS OVER WATERPROOF MEMBRANE ROOFING BELOW. SEE DETAILS clim 2xb®Ib" WALL FRAMING, TYPICAL, w/VAPOR SEAL b BATT INSULATION, %,, EXTERIOR GRADE PLYWOOD SHEATHING, BUILDING WRAP, AND CONCRETE STUCCO ON WIRE LATH - OR - 1 O VERTICAL SIDING. SEE ELEVATIONS Roof= DECK b" b" I --------------- ---- ---- ------------ I— 2—A ,, CMP3040 CMP3040 MP304 MP304 CMP3040 CMP3040 ♦ CMP3040 CMP3040 MP3040 CMP304 CMP3040 CMP3040 O - - - - - - - - - - - - (n (BA-1/2"xl-I /4" LVL I (B)2x10 HDR. (5)2x O HDR. (B)2x10 HD . i Q m ♦ I (B)2x8 /(2)/e x7 / I I a ROOF SHINGLES d �/4" PLYWD. I � 1 STL. PL.IFULL HST. i Q ` O DEGKIN6 '�" (2)2x8 (I)g/8"x-1" (2)II-1/6"A-5/4" LVL RIDGE I F-- ♦ r 5TL. PL. FULL HGT. ? W y�4 Ixl / (2�'4" TIMBERLOK CONNECTORS I ♦`� x �; O / `�\ O WOOD ,_ I ® pi/ i �• MSTEi� pl FLOOR 2 _6 OI X.� 2x10®Ib" ROOF RAFTERS � � I ` �j - - I �3EI7i�00 ` I _ Q upparl part0 � LIVING R00Y ' 6'-O" 5'-7° — 2x10®Ib" R.R. — I � 5 d- 3y211 I ♦ By ° I I , I � I ,� AL I F- 51_By211 1 1Oy211 -4 i 2x6®45" HANGERS BETWEEN - 1 I I 2)II-'I/8 LVL RIDGE RIDGE d CEILING JOISTS _ry— — `T — — I — I i O —_—_ _—_--__�= I I ♦ BEAR HIF15 4 2x10 PLATES ON TOP OF Z. 1 RAFTERS ON WALL i PLYWD. DEGKIN6 5TRON65A K FOR G.J. i „ HALL. m N I +� By2„ I SEE DETAIL THIS SHEET ♦ i N Q 2'-O o, Bi-gy211 j I I ; I /� J a Li W J. 2 3 DN Q I ` / ~ aiu` i I !-IK � W• c=i � La I I ®I ��� I �I aNc� q 1 a. 9 I � � � o 2 2x10 STRON6BAGK. PROVIDE I O ? ` W• N c=i n Y4 x2" TIMBERLOK CONNECTORS JoNALK--I N SEAT AT EACH 2xb HANGER X ' I CLOSET � O� � I ® �4 I VI m I WOOD STAIR HANDRAIL I I ti�A i � N =N I WOOD t K = I ` I FLOOR \� TEGO EACH 51DE OF STRONGBACK — - i lryl�, ♦ N O� DI I I 1 2x10®Ib" CEILING JOISTS � °ji I I � m I B 2x L SH (5)2 10 HDR �L OF t `,, OVERLAP CEILING JOISTS 12". 1 — — — _ °��i°` � , I ", PROVIDE (8)IOd NAILS, EACH SIDE I / s.r�Q M TEi� - �9 C P 0 0 0 3 01 C P 05 P O M 3 0 c �'''c�,' w� ry dl (% 2X6 Pc BTeLO Jl— C,o;rr�A = i ufr In cv IIlk HEA ER SCALE: 1" = 1' -0" I PROJEC NO: I � CMT3050* CMT3050* Ile T 1713 -------- DRAWN BY: TS CTOCKM BY: 0 TE: VIA" $l2� 3y211 � �'"211 I/211 20 O ^� 1/4" = 11 - 0" I SHEET TITLE: STANDING SEAM METAL ROOFING AT LAPSE CRICKET BETWEEN WALL t ROOF, AND AT ENTRY PORCH ROOF. l PROVIDE RE&D. FLASHING 4 COUNTER-FLASHING FOR I WEATHERTIGHT CONSTRUCTION SECOND Is& n I z FLOOR 0mkiEC0lllm, ' mum%k FLOORR PLIA im SCALE: 1/4" = 1' -0" PLAN SECOND FLOOR = 125 SF SHEET NO: NOTES : 1) LVL = 1-5/4"xll--1/5" MIGROLAM 2) MINIMUM HEADER = (2)2x10 i WOOD FRAME CHIMNEY w/METAL LATH 4 STUCCO ', :•'�' FINISH. PROVIDE LEGS IN FOUR CORNERS, AND Y•.' BLUESTONE TABLE, OF SUFFICIENT HEIGHT TO r. ACCOMMODATE METAL FLUE TERMINATION BELOW. PROVIDE REQUIRED FLA5HING AND GOUNTERFLA5HING, WEATHERTIGHT 6 ASPHALT SHINGLE ROOFING ON BUILDING PAPER Ole ON %" PLYWD. DECKING STANDING SEAM METAL ROOFING AT LARGE CRICKET I Ix8 PVC FASCIA BOARD ON SUBFASGIA ON ROOF BETWEEN WALL 4 ROOF. PROVIDE REG-D. FLASHING 4 COUNTER-FLASHING FOR WEATHERTIGHT CONSTRUCTION - RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPE05 I Ixb PVC FRIEZE Ixb V-GROOVE T4 G CLEAR CEDAR SIDING ON 5/" P 04 M P O M P 04 M P O P 04 M P O I FG 1 10* PLYWD. 5HEATHING (SEE DETAIL) I lilt GABLE RAILING PER SPECS. ANCHOR P05TS t . ' SECURELY INTO FRAMING IPE DECK ON SLEEPERS OVER WATERPROOF MEMBRANE ',,. -s' ROOFING BELOW. SEE DETAILS Z Ix8 PVG FASCIA BOARD ON SUBFASGIA ON ROOF P O4 M P O M P 04 M P O P 04 1041 ♦ ------ - ------- ------- ----- - -------------- FLOOR RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS • IXS PVC FRIEZE BOARD CONGEALS DRAINAGE FROM y' t,' .tt•• '•' i '�' ♦ ' ROOF DECK ABOVE. SEE DETAILS PVC: GLAD PORCH COLUMNS ,'' '�., / \ '•,:: ALUMINUM GLAD WINDOWS PER SPEG5, w/5/4x4" PVC CASING AND 2" SILL. SEE DETAILS AT STUCCO FINISH ' FGP [80* T 05 MT 05 - ' CONCRETE STUCCO FIN15H ON GALV. METAL LATH O ''.. FGP 080 FGP 080 IFGP 080 w/REQ'D. UNDERLAYMENT. PROVIDE APPROPRIATE � DETAILS FOR DRAINAGE AND WEATHER-TIGHTNESS. IPE DECKING ON TR. WO. FRAMING. PROVIDE PVC FINISH FASCIA BOARD AT EJXTERIOR 't'' , SEE SPEG5 AND REVIEW DETAILS w/ARGHITEGT. Q ' Y `t,.. .. ,•fit,,.y: O t'' . _,: +10.0 let FLOOR —————————————————— — ------ ------ ------- ------- --'--'— -------- ————————— ----------- —'--' — — _ ,• —' —��--;;a..a.;.i••..:'.�'1..�• "'_ - —————————— uj REQ'D. DRAINAGE REGLET AT JOINT BETWEEN STUGGO MASONRY PIIERSttt '" ` MASONRY 4 FRAMED WALLS PVC LATTICE IN 3-I/2j11 WIDE PVG FRAME ` : : '`::',' ^' " Y t FLOOD VENTS. SEE FOUNDATION PLAN AND SPECS. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Q I I I I I I I I I I I I I m J L- L- J L- J L- J L- J L- J L- F- I F- I F- -I F- l F- I F- FOUNDATION BEYOND L-----J -----J L—————J L-----J L------J L—————J L------------------ — ————————————————— S u"k U T H mEm A b"1ha T "E L E V A T I (Am)hN SCALE: 1/4" = 1' -0" 06 Z. F O } {r W -j' w Z 3 H Q z u D W. t> ,o w c 4 12 a N o a b �' W• . 4 tV V t'C n ASPHALT SHINGLE ROOFING ON BUILDING PAPER Q ON V PLYWD. DECKIING �. STANDING SEAM METAL ROOFING AT LARGE CRICKET BETWEEN WALL 4 ROOF, AND AT ENTRY PORCH ROOF. PROVIDE REQ'D. FLASHING 4 COUNTER-FLASHING FOR WEATHERTIGHT CONSTRUCTION Ix8 PVC FASCIA BOAkRD ON 5U5FA5GIA ON ROOF RAFTERS. PROVIDE cCONTINUOUS GUTTER PER SPECS Ixb V-GROOVE T46 CLEAR CEDAR 51DIN6 ON PLYWD. SHEATHING (SiEE DETAIL) 3 50* M 30 P3 50 P 5 P3 50 M 0 MP 105 CM 30leof 2" THK. PVC, SILL MATERIAL, CONTINUOUS AT WINDOW. SEE DETAIL, FOR FLASHING BETWEEN STUCCO AND WOOD SiIDING p ynA 2nd FLOOR ---------------------------------- r �-'r i�—^s _• '' -•u— mac_=,'ct_' e.: _' :.' .,, '{:;' ------------------------------------ .r.-;•. . �•,;•� ,, ;,•�•t,: +" � PROJECT NO: 1713 CONCRETE STUCCO FIINISH ON GALV. METAL LATH t <" ' w/REQ'D. UNDERLAYMIENT. PROVIDE A t: / " `', :;• :s PPROPRIATE / `\ \ BRAWN BY: DETAILS FOR DRAINASE AND WEATHER-TIGHTNESS. " t�' 04 M T 6� SEE' SPECS AND REVIEW DETAILS w/ARGHIT'EGT TS :•VY,;.. 3 50* M 30 t.. IJ E: 2 Zl AT AREA WHERE FINISH GRADE COMES ABOVE 11 t t tY ,' ,f. 11 IE I TYPICAL HEIGHT OF FOUNDATION, ',:,' T ON PROVIDE 4 K TH . BLC GK OR POURED GONG RETE w A OOF AT AREA WHERE FINISH GRADE COMES ABOVE � n MPPR ING `{ ... " - 1/4 1;. 0 TYPICAL TYP L HEIGHT OF FOUNDATION, PROVIDE 10 P VIDE 4 THK. 1 l' ••t t S' • t BLOCK OR POURED P RE CONCRETE, w AMPPROOFING/D SHEET T TITLE: t' •t, LL 10LL .0 St FLOOR t '•«..•' I OR L " •'� . -11 2. TOP TYPICAL FOUNDATION4 --- - --------------------------------- i ------------------------- -- ------i--------------------------T---- -------------i-------- ELEVATIONS TOF° CRAWL SPACE SiLAB --•---------------------------------- -------I--------------------------------------------- _________________—________________ — I I I I I I I I I JL— FOUNDATION BEYOND F ------ I ----------------------------------------L---------------------------------------� SHEET NO: N %jmTHmWEaA" -T ELE"yoff A T 10" SCALE: 1/4 ' = 1' -0" i >•7 .4 ' WOOD FRAME CHIMNEY w/METAL LATH Q STUCCO ;t4•''� FINISH. PROVIDE LEG5 IN FOUR CORNERS, AND BLUESTONE TABLE, OF SUFFICIENT HEIGHT TO ACCOMMODATE METAL FLUE TERMINATION BELOW. ` ^ ' PROVIDE REQUIRED FLASHING AND COUNTERFLASHING, WEATHERTI GHT oefi 12 ASPHALT SHINGLE ROOFING ON BUILDING PAPER 6� ON %" PLYWD. DECKING Ix8 PVC FASCIA BOARD ON SUBFASGIA ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS Ix6 PVG FRIEZE LINE OF ROOF CRICKET BEYOND 0000 000, Ix6 PVC, FRIEZE, GONTII'NUOUS AND IN SAME PLANE AS PORCH BEAI'M 0 Ix6 Y'-GROOVE T4 G GLiEAR CEDAR SIDING ON g/8" '/ \ PVC GLAD PORCH COLUMNS O PLYWD. SHEATHING (SEIE DETAIL) / \ F 2" THK. PVC, SILL MATE=RIAL, CONTINUOUS AT WINDOW. 0 SEE DETAIL FOR FLASFHING BETWEFN STUCCO AND T 4 3656 MT 05 CM 3 O WOOD SIDING. NOTE THAT SILL 15 NOT AT SAME LEVEL IN ALL ELEVATIONS \ w IO WIDE x 8 HIGH OVERHEAD GARAGE DOOR h . .,!' . ,,'A. :,; IPE DECKING ON TR. WD. FRAMING. PROVIDE PVC FINISH A G OPENER !PER SPECS w AU'fOM TI/ FASCIA I BOARD ATEXTERIOR +10.0 let FLOOR �Y�:,i.�.-----i— it_—.—;.,:— z,..--�_— —`._,.� �`r_i —_—Y>'_�u•_f;_•" — ------- ------- ------- ---------------------------- :'iT W ti °r. 1 ;'. G REQ D. DRAINAGE REGILET AT JOINT BETWE EN ;, . . ��;�• �. �5+•• '•t�' :i,..:, •;: '� ':�' 4.,::• •� ';.� STUCCO MASONRY PIERS �.: ,,'. O MASONRY � FRAMED VNALLS '" �� ' PVC LATTICE IN 3 1/2 WIDE PVC FRAME I I I I I I I I I I I FLOOD VENTS. SEE FOUNDATION PLAN AND SPECS. Q I m L----------------------------------------------------------------------------------J L-----J L-----J FOUNDATION BEYOND S0UTH =WEbo`hT SCALE: 1/4" = 1' -0" 06 Z. ,•\ ''1 J C e • Q � n 4! Q O :.4 .• .y:,. W J. w Z R. r � W• v � w � Q eC''' 0 v' W e • N = C ASPHALT SHINGLE ROOFING ON BUILDING PAPER ' " 6 I� ON e/4" PLYWD. DECKING Q I" Ix8 PVC FA501A BOARD ON SUBFASGIA ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS Ixb PVG FRIEZE T 4 T 4 T 4 T 4 2" THK. PVC SILL MATERIAL, CONTINUOUS AT WINDOW. SEE DETAIL FOR FLASHING BETWEEN STUCCO ANDoe GABLE RAILING PER SPECS. ANCHOR POSTS WOOD SIDING. NOTE THAT SILL 15 NOT AT SAME ,- M oo SECURELY INTO FRAMIMIG LEVEL IN ALL ELEVATIONS w IPE DECK ON SLEEPERS OVER WATERPROOF MEMBRANEog! ROOI=ING BELOW. SEE DETAILS y •x' .�. '.Y, l' .. .1••: ♦.' a ,7.,.'\.: .,\: - 2nd FLOOR r: — —` �-f..• ..�'t•�,.-+`..:i�—i — —..1———+'—•-r•—r,M—+ .—,�— .... .i r..—.— —,�..�•——— — �7—Y-•�- ———————————————————————————— a°. PROJECT NO: :7. 1713 i•'• DRAWN BY: Ix6 V-GROOVE T4G CLEAR CEDAR SIDING ON /e PLYWD. SHEATHING (SEE DETAIL) T 4 :;. T 4 MEMO BY: T 4 T 4 u' CONCRETESTUCCO I Ga TUGG FIN SH ON LV. METAL LATH , •� "`'.` ••�' :', ••> I w C>Z D D•r UN ERLAYMENT. PROVIDE APPROPRIATE/RE .•.�' _ - r 1/4 1 B_ 0 11 CABLE E RAILING PER 5PE GS. ANCHOR '`R POSTS .. DETAI 5 OR RAI AG ND WEATHER G E'•�.. L F D N E A TI HTN S5. i E V S SECURELY INTO F M I1` G RA BE OW 't •>'L -•. '•.:• .,:, SEE SPECS AND W DETAILS RGH REVIE D TAIL w A ITEGT. SHEET TITLE: ••7• _ let FLOOR ,' >•' L !. STEPS w/IPE TREADS 3: PVC RISERS d TRIM. PROVIDE •t r >.: i•i •t. - CLOSER PANELS UNDER, STAIRS Q AT EDGE PORCH. _ I I .. PROVIDE HANDRAIL ST.'AIRS, ONE SIDE ;Y` ~+ ,. .',.:: I I ELEVATIONS GRAWL5PAGE SLAB ----- -------------------------- I-----------I--------------------------------- FLOOD VENTS. SEE FOUNDATION PLAN AND SPECS. I I I I I I I I I I ( I I FOUNDATION BEYOND I I I I I I I r—J L-T—J L------------JL-----------------------------------------------------------------------------------L---------J SHEET NO: NoKTH =EAST L E VA T1 10 SCALE: 1/4" = 1' -0" i REVIVON5 ASPHALT ROOF INS SH I NGLES ON 50# BLDG. PAPER ON 5/4" PLYWD. 12 DECKING ON 2x10®16 R.R. b� SPRAY FOAM INSULATION FOR 'H T ROOF'. SEE SPECIFICATIONSAT �- . Z I no J O F— DNARF NALL TO SUPPORT HIPS Q . I/ ����: �: X a � X \/\/ = AND RAFTERS \ ` �. �� � t X� Y � X X X \�dl�,� ')� �� �X/\X �j k/ X / X X/ X X� co ' (5)2x10 HDR's w/5IMP50N HUC,0210-5-5D5 TEGO GLIP5 < Ix8 PVG FASCIA ON 2x8 SUB-FRAMING Q 2 II r STANDING SEAM METAL ROOFING } VOID W 5PAGE > '= ASPHALT ROOFING SH I NGLES ON (� M 50# BLDG. PAPER ON 5/4" PLYWD. _ DECKING ON 2xIO®I(6 R.R. 0 GYP. BD. ON CEILING im I I � FPOO�/ K AND WALLS (TYP.) � r 2x10 PLATE OVER R.R. cal 2nd SUBFLOOR/KITGHEN PLATE 161M- �,Ax X- A'-*- O Ix8 PVC FASCIA ON 2x8 ILL I 5UB-FRAMING } (5)2x10 H R's w/51MPSON H000210-5-SD5 GO.CLIP5 - Ix6 PVC T$G SOFFIT 2xb®I "" GEILIN6 JOISTS FOR Ix6 1/-GROOVE TAG CLEARLOWE (GEILIN6 THIS AREA ( CEDAR SIDING ON S/8" PLYWD. DINN.50 ROOM = SHEATHING (SEE DETAIL) ,� Z- FULL HEI& LITCH LATE I TUD5 PER OOR PLAN P1lG SILL w/FLA5H I NG co Q• a J o BATH _ HALL. /51 MPSON 210-3 TOP 4 IOTTOM � } GONG. STUCCO FIN 15H ON w -j N a F I N I S H� FLO PER SPECS = W MESH ON 5/8" PLYWD. M W. W ON /4 PL SUBFLOOR SHEATHING (SEE DETAIL) < TILE MUD SLAB ON g/4" PLYwD. = a N c > ON RE IUGED FRAMING W• N _ 410.51 to N I st SUBFLOOR',�. — — — _— — — — +ci.2' TOP FOUNDATION :14. TJI FLOOR FRAIMING PER PLANS '• <:iil . - :"' GRA1�lL Sfi�AG -v 2" THK. GONG. RAT SLAB : "':k ;""`";M `',`;t':` i.�i' FINISH GRADE - .•, •. (fit i'r'ar' tw ' ''.i• ':.tj j` 1:,' ;, tat, ; , ` , N > ,x • , „ w/SPRAY FOAM' INSULATION f';x .;. o v a v; 1 ,. +6.4' SLABo` r \ \ t 7' \ \ \ \ \ \ \ \ \ \ \ \ \ \ r ':art' _> -y' ••\.�,f \ / / \ \ \ \ \ \ - all) \ �y..A..!.�:, \ / / / �r,•!:•_ \ \ \/ \ �•1.5i.',•rw \/ C:l.. // / / / / / / / .4� / // / / is7•k Jr / / / / / /' / / / / / / / 'Y,'j.^,.Mni:.�'. / / / / / .0 / / \/ / / / .,: ,. .. i/ ,,,\. >� �/.�/� � /. ��/ /�, /, /� /�,_/ , /�, /� �//, /��/� � /��, / ,� .,-. .... / ,�/ � .r. .:s' /�/� � .; �- /� 1�. .� :4'.:. _ _ +5.4 EXISTiNG GRADE,, % / / ,.q;,:,:. / / / / / / � / � / /\ r<• / / / / \ / J`/� ° Jl. \ \ / / / / / / / / / / XY': / / \ �il / � / \mot/ ,tftft:` \ \ \ at \ \ \ \ \ \ \ \ \ \ \ \ -.'h 4a \ \ \ \ \ \ \ \ \ .1'y';'l::; \ \ \ \ \\ \/ \ \/ n..v,:ytS• \ \ \ 1 , ,�l ,—,/�l._/ , , ,�,/�./i -,�.� , -�-� -�i/1 ,�1. . .,�/ ,�• ,�/� /-,L �/1 / ,�/�: -� � /�/�i / 4.4 TOP FOOTING , so- ^`i i i� q , i �.},r ail:= =i\ \ \ \ •vi fI "t.. 'J}. ! "•7 f .:Its• r to \ +3.4 BOTTOM FOOTING \/\ \/\/\/\\/ \/\/ \\/ \� \/\\/ \�\� /\/ /\ \/ / \/\\/\/ / / / /\ / / / / / / \/ `\� \/ 1605 , \\'\� \� \/\\ \/ \/ \ \/\\/ \/\` �\ \ / \\/ % /\\ /\ \\\ . \ .- \\ PROJECT NO.: \?// / \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \/\ \ \ \ \/ \/\/ \/ \' \' \\/\/\\ \ \ \ \ \ \\ \ \\ \\ \ \ \ \ \ `. \ \ ;,\ \ \ \ \ \ \ \ \\\./ \\;,\\ \ \ \/\ ;,\\ DRAWN BY: \/ / \ /\ / / / / / /\/ / / / /� / / / / / , / TCS \ ! / / / / / \ /\ /\ /\ \ / \ / . /, / / / \ ' \ \ \ \ \ \ ` \ \ \\ \\ \ \ \\/\ .\\ \\ \ \\\ \\ \\ `x \\ \\ \\ \\ \\ \\ �\\ �\ \\ \\�\\ \\ \\, \\ \\ \\� \� \/\\ \ \'' \ \ \\ \\ \\ \ \\ \ \\ \\/�,\\. / \\•;; \ \/ ,�'\/ �\ �. � ��\ ` ' '\ � CHECKED BY: \,\/\/ �/ ��\ \ � \/ \ \ ;\ \ � \ \;�\ � \ \ \ \\ \ \ \ \ \ \ / \ \ \;\ \\ \ � \i\ \REINFORCED GONG. FOUNDATION. EEC\\ \ ` / / / / , // /, / / // // // // // // // //, // // // // // / \ // // /, //, , ,;' ' / /,!/ '! // ; \DETAILS ON FOUNDATION PLAN , , �,,, , \/\/\/\/ \/\\/ / \ /\ / \ /\\ \`\ ; \ /\%\\\\/ \/ \ DATE: / // // ; \ /,� / \// /i\ /i\/i\ /,%/i\ //\/i\/i\/\/i\/\/�\/i /i // /i /i // /i ' /i\i \ //\ / \/ \ / ; // \ /\\ / /,: SCALE: REINFORCED GONG. PIERS. SEE /\ \ \ \ \ \ /\ \ \ \ DII / , \ / \ DETA I L5 ON FOUNDATION PLAN \ 11.011 / \/ /i /� / / \/ /\/\/\/ \/ \/\/\/\/\ /\, /\// \/ \/ / , \, / / / , , / \/ \/ \i \ice\ // / /\` // / �\ // /\ \/ \/ \/ / \/,\\/ / SHEET TITLE: \ \ \ \ X \\X?\ XX \ \\, \ \ � . \\ \\ \\ \\ \\ \\ \� \\ �/\\ \ \ \\ \\/\\/\\\\ \\ \\ \\ \\ \ \,\\, \ \\ \\ � \ . \\ // //\/Xll/\/ / / SCALE: �s � -o // �/ '/ // �/?\<\\ / '/ // �//�? // / \ / / / / / / / / / / / / / �/ / / / / / / / , ,i \ / \ / ,\ \ /\ , `� , ., N\ �/ ,/\//\/�//\ / / // // //x /XX ' j //Xxx // //XXX // // // // BUILDING //�// / / // // // // // // // //\//\// // /\XX\X /\Xx�� / // \\\ \\\ \\ . , \/\ \\�\ \\ \\\ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \\ , \. \ \\ \ \ \ , \ \\ \\ \\ ,\\ \\\ \\ \\ \\ \\ \, \ ,� \ \,\ . \ \\ \\\ .\\ \ \ �;\\ . ; \\ SECTION 'A' xx X , x Ox \/ /./ \/ \j \/ \�/ \ / \/ \/ \,/ \/\/\/ \/\/\/\/ \/ \/\ z\\ \/\ \\ / /; SHEET N O: / / / / / , / / / / / / \/ // /, / / /i / /i /\ ' \ \ \ \ \ \ \ \\ , \ .X?//, \ \ \\ \ \\ \ \ , \ \ \ \ \ \/\/ \/ \/\/\! \ \/\/\ \/ \ \/ \/\\/\/ \�\/\/\/\/ \ \/\\ \ \ \/ - I I 1- REV15ION5 Am ASPHALT ROOFING SHINGLES ON 50# BLDG. PAPER ON 5/4" PLYWD. DECKING ON 2x10®I6" R.R. SPRAY FOAM INSULATION FOR 'HOT ROOF'. SEE SPECIFICATIONS o �- 12 Z SEE 2nd FLR. PLAIN FOR SIZE AND 6(— LOCATION OF FLUSH HEADER AND AT I C OTHER. FR' AM I NG INFORMATION J cn I— x8 PVC, FASCIA ON 2x5 GYP. BD. ON GE I L I NG — — — SUB-FRAMING Q Ix6 PVC T$G SOFFIT AND yWALLS (TYP.) / � W = MArj• '(-�j� 1MASTER G LAS S DOOR w/PYG CASING � TILE FLOORING Oi`�l 2" MUD SLAB �..� O AT GABLE RAILING w/PYG POSTS, _ ON 3/4" PLYWD. SUE3FLR. ON `Q / SECURELY ANCHORED AND FLASHED >- -1-1/2"(l)16" LYL FRAMING 0 < ' 1 m PE DECKING ON TR. ND. SLEEPERS CONIC, STUCCO FINISH ON MESH ON I � ON MEMBRANE ROOFING ON 3/4" 5/a" PLYWD. SHEATH I NG (SEE DETAIL) 1� PITCHED DECKING. SEE DETAIL - I I I L I u L 4 � 2nd SUBFLOOR — — — — — — — -- — — — — ; � k�� _ _ _ a_ _� ��w�'t'Y7�'�x�`u a�^�� -,�kr,��- ,-��� \ , � 1-I/2" LYL FRAMING w/SPRAY FOAM / INSULATION 2x6@)l6" CEILING JJ0I5T5 FOR IFTI I LOWER GE I L I NG THE 1 S AREA VINYL GLAD WINDOWS w/PYG CASING. } 5EE PLANS 4 DETAIL SECTION Z• GUEST C-7UEST06 BDRO01� o CLOSET LAUNDRY' BEDROOM TILE LI] TILE FLOORING ON W �- W Z 3 x - Laz � MUD BASE = = w'x Q a 0 rn 5- GONG. STUCCO FINISH ON MESH ON w• 14 = M = _ WOOD FLOOR PER SPECS. 5/8" PLYWD. SHEATHING (SEE DETAIL) �t r`- INCREA5ED HGT. FOUNDATION > _� z +10.5' Ist 5UBFLOOR _ — _ `n `n' WALL AT HIGH GRADE AREAS. — -- SEE FOUNDATION IPLAN - - - - - - - - - - - - - - - - / \��� \\�;\\i\\ /\\�\\' /\ ;a,: �� PROVIDE REGLET DE �\\ \\ \\ '`'� _ #`' TJI FLOOR FRAMING PER PLANS `'"" AT FOUNDATION/FRAM NIG IN STUCCO REINFORCED GON(O. FOUNDATION. SEE ' / \ `;+ . `� }{�� '; c \\/\/\ /\ /\\ / 4...L 2" THK. GONG. RAT SLAB r F:' GRAJnlL SFAG y K., .• � ,.� _; j\\ /\ DETAILS ON FOUNIDATI ON PLAN \ \ ` c�1 y. ; s; } w/SPRAY FOAM INSULATION ON y` r :-a m•`.c vc� � / /� � � +5.4 EXISTING GRADS V IN �� _ ./ ��-t —/�/�� � �.< L! .-.�f •' �/�� !� ,L1 "+ —,�_/ .�._.:_ �,�.1 ter. �\'� -�,/-,�- \ � ,•' f=- -f-,`' -•- - - — _-„- /\ ` Q'(���� � / \ ..;i.i- .•Ate'. / \�— i 2 \ } f' i T /i v 1^, „•. ., ' \ : ,... \ 4`� i� / 1. \ \ 1• /\- / 3.4 BOTTOM FOOT I NC \, \i \/\/ \ / �/ \/ \/\/\/\\/\/ \/\/\/\/\/\/\/\/\�,\/\/\\/" \/\\� /\/\ \/ \\ \� \\' \/\/ �\ ' \\\ \\ \:, \/\\/ \/ \/.\/ \\' /\\: \\' \.' \' \\/ \ '\� \� \/ PROJECT NO.: \ \ \ \ \\ \\\ \ \ \\001x , 77 1605 \ \\ \\ \\/\/'\ \ \ \\/\/\/ \/\ \ \ \ \ \ \ \! \ \ \\ \ TICS \\ \\ \\ \\ \\ \ \\ \' \\ \\\\\\ \ \ \\ \/ \\ \ ' \,\,' ` DRAWN BY: \� / /\\/\� \/\\/\�\/\/\/\�\�REINFORGED GO G. PIERS. SEE\/\�\��, ��\�\/\ \,/ \'i\, /\ /\ / / /\ '\.�. \� `. '\� CHECKED BY: �\ \ \ ,.\ ;� \/ \ \ \ \ \\\ \ \ \ \ \\ \\ \\ \\ \\, \ D�TAILS ON SOU D�4TION PLAN \ . ,, . , -; \\ � �/\`/\\ \ \ \ / \\ \\ \\,\ �'\\, \/�\\ � ,\ \\ /\� \\/\ .',\;,' \ \, , ;. , �`;, ' � \\;; , . . . /\/ \/ \� \� \/\ \/\ \/\/\/\/\/ /\/\/\� \/\\\%\/\\\\i \ \\/\� \/\� \\/ \ \ \\/, \\ . \ \ \ \\\ DATE: // , ., / \// �,/ /,/ �/\., \ /� / /� / / / //\ /�\/�\/�\/�\\ /i\/i\ /i\/i\/i\ / \/i\ /\ �\/i\/, / \ , ,/ / \ \/ '\/ / \ / \, \ ; \. ;' \\ . ,' \,,' ; ,,, /\ / \\ \,; . \.,; ,; \, , ' '\ SCALE: / /�;' / �/ // /i �/./ /, ,.i // / /, / / � / /,. , / //, / ,/i // / \// /,, / \ \ \ \ � \ sus //\\\//\ // /� B U LluuHk�7 // /\\ ;' / \// / \// /�' / //\\�/ \ , �/. / \ \,/\ , \ / \/ //\\''�\' SHEET TITLE. \'. \\ \\ \ �\ \ \ \\ \\ \ \ \ � \ \�. \i \\ ' \\ \\ \\ \\\ \\\ \\\ ' \\ / \ \\ \ /\\ . \ \ \\\ /, SCALE: 3�s�� - �� -o„ // / \/ / \/ \/ \/ / / , / %' / /\, / / / / / / / \ \\ /\/�\ //\i \'� ,//�\\//�// / /\ // // /�\/ /, \//\ , \\ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \\ \/\ \ �\ /\ \ /\\ \\ \ \\ \/ \ i\\\\;'` �\ \ /\ \,\/�;\ \; \\\ \ ;\ '' `�; ; . BUILDING \ \ \ , ,` \ \ \, ;\\ \ \ \XX> \ \ \ \ � \ \ �\ ;X/ ,\ \ \ / , \ \/ \ \ \\ \ \, \ \ ��� � \ :; \ , SECTIONS x N\\�l \ V /\\\/X /x \vX>// \x </ X\/ /\1�/\/\X/\,\X//1\ X\�\/X\� // / / / ` `/ \// \i / '/ / / // / / / / / / / / / / \/ / / / \/\i \//i\\\\\i / \ // \ \/ ` / / / ,/ \ , SHEET NO: i . REVISIONS 'Alf e o J O F— O 07 • ASPHALT ROOFING SH I NGLE5 ON 30# Q BLDG. PAPER ON 5/4" PLYWD. O DECKING ON 2x10®16" R.R. 0 ---- LJJ 5PR,4Y FOAM INSULATION FOR 'HOT 6 ROOF'. SEE SPEC I F I GATI ONS = GYP. BD. ON GE I L I NG m AND WALLS (TYP.) 11 id - - k I x8 PVC, FASCIA ON 2x8 N Ix6 V-GROOVE T$6 PVG = SUB-FRAMING PVC CASED BEAM dJ Ix6 P1/G T G SOFF I T W/AUTOMATIC SCREEN D I I �1G R M t PROVIDE r/8" TYPE 'X' GYP. BD. Ix6 Y-GROOVE TAG CLEAR MECHANISM. SEE DETAIL ALL 5URFAGE5 IN GARAGE CEDAR SIDING ON 5/8" PLYWD. O00 =N SHEATHING (SEE DETAIL) Z. a 5GREENED K I T HEN 4 , �O C... PVC SILL w/FLA5HING N a• O — - GONG. STUCCO F I N I SH ON ' � TILE OR MUD SLAB ON 5/4' PLYWD. -. �l'�Rl'tl:JE � _ a UGeD PR ON R 12"x 12" PVC GASEDREP.MING r W .�• z cy MESH ON s/8" PLYWD. STRUCTURAL COLUMNS cal' SHEATHING (SEE DETAIL) D W. W U. � Ma FIN 15H FLOOR PER SPECS = " THK. RE I NFORGED GONG. SLAB INCREASED HGT. FOUNDATION WALL AT HIGH w• a N = n x4 IPE DECKING PER 5PE05 ON = ON 5/4" PLYWD. 5UBFLOOR ON 2" THK. RIGID INSULATION GRADE AREAS. SEE FOUNDATION PLAIN Q 0 TR. ND. FRAMING PER PLANS d --- -- - --------- -- -- - cn cn — — +10.3' Ist SUBFLOOR - - - - - - - - - - :ta - - - - - - - - - - - - - - - - - - - ;::;:,., - - - - - - - - - - - - t, . — - - - - - - - - - - - 'y^_, I, - - - - - +Q.2' TOP TYP_FOUNDATION 2" THK. GONG. RAT SLAB r,.':::r yy'c,. '•1•`` N rhy}aS µr`.4S ?'g,ti \/\ \/ \\/ \ ,/\\\ \ / _ \ .'""""°.,,® r ' a, rt: Sf:a. ::. .r Y r •;tiv' . .:'rS,.ry. +66 GARAGE SLA-B . �r n \ \ \ / `. \ \ \ \ % , �\ 1i/ _/�' �� �� ,-� � - �/ — /� �,�%\1 / — — — ISTI—NG GRADE: , �\/\ \ /\ \ \ �\ /, \'/ \ , \ ; \ / \ , , \ \ \ 4.4 TOP FOOTING 4 t / / y ,.c y fir•"•':•....., .., , . ,}•^,,is` ':.• /• •5• \ 'i \ \ t p .V t : .7:\ 1 \ \�� — TOM FOOTING \ \ \ \ \. \\.\ \ \ \\\ \ \\\ \ \ .\\, \\\ \\ \\ \ \ \ . \\ \\ \\ \\ \\ \ \' \\ \ \ \ \ \ \\ \ `\ / \ \ \ \ \ \ \ \\ \ \\ \ \ \\ \\\ \\ \ \ \ \ PROJECT NO.: \ \\ \\ \\ \\ \\ \'/ \ '/\ /\ / \/ \ \ \ \ \ \ \ \ \. \ \ \ \ \ \ \ \ \ \ 1605 \\ \\ \\ \ \\ \\ �\\ \\/ \/ \ \ ' \\ `\\ \\ \\ \\ \\ \\ \\\ \\\ \\ \\ \\ \\ \\ \ \ / \ \ \ \\/ \ \ \ \ \ \ \ `\ \ \ /\\ /\\ /\ \ ,\\ , \ , \\ ,\\ /\\ /\\/ \\ \�\ ' \ \\ \ / \\ \ \. \ DRAWN BY: /\/\/\/\\\/i\/�;; \/ \%\/ \ \�/\/\/\��\/ \ \\/\/\/\/\/\j\i \/\/\/ \, \// j,\/\/\ /\% ��j�j/RE I NFORGED GONG. FOUNDATION. SEE \%�\�� `//\/\ \/ ,/ \\\`/� \/ -res \ \ // // ,/ ,/ ,/ //\ /, \ /, / // // /\ // /\// // // // // // // \ \//\/, \/ \ \//\\/X' \/`�� \\/\ \ ' \ \\\ DETAILS ON FOUNDATION PLAN \/ \ �\\ \ \ \ \\ \, \ \ \\ \\ \\ \\\\ \ \\ \\ \. \ \ \ \ \ \ \ \ \ \ / / \ \ \ \ \\ \ \ \ CHECKED BY: \/\\\\/ \�\\\/\/\/\ \ \ \xx x \\X \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\� \, \ DATE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , / \ \REINFORCED GONG. PIERS. SEE, \,\ ,\\, 2 �� * \,/ ;�\ \//,/\ \/\/\!\/\/\/\/\//\/\/\/\/\/\/ \/\/\/\/\/\/ / \, \, \/\,;, ,:/ DETAI L5 ON FOUNDATION PLAN \, / // / /\/, ;/ \/,;� \/ \ \\ \„\ \\ \\ \\ \ / \ \\ \ �\ \ \\ \\ \/ \j�\j\\ \ \ \\\ \\/\\ /\'\ \ \ \ \\\ \, \\ \\/\ \ \\ \\\ \\ \\\ SCALE: 3/8" = 1'-01, /\ /\/ \/\, \� \ / \/\\, / \/\/\\/ \, \/ / / \ \ \ / \/ / \ / / \ /\/ /\\.\ /\ /\\/, / / /\ / / \ / \\' �\ \ i '\ SHEET TITLE: / Ui "LDING 11� / /,/ \/; \ / / / / SCALE. 3/8 - 1 -0 , / / / /i \/� // / , / // / , /'i,; / // / / / / ,,/ , / \// \/, / /i \\ \\. \ \�;\ \ \ . \\� \ \\ : \ \\ \ \\ \\ \\ \\ \i\ \ \\ \\ \ \ . \\ \\ \ \/\\ \ \, , , \\ \ \\, / \ \\ \ \ \\. \ \ \ ' , \\ \ \ \\'/ \ \ \;\ \/ \ ; BUILDING X/, XN\�I, x�//>/, \> >/ x - // \, , � /\ X\ / \x \X�\\X\ <\ X/�\: X� >\//>/X�//XXX�/X\ x \'�\>//x X \X�" /X>�/'\�xx//\\\\ X /\X ,\,\ X� X X X ,\ \ \ /\\ / \ \\ \\ \\/ \ \ \ \ \ \ \ \ \ \\ \ \\ \\ \\ \ \\ \\ ` \' /\\ /\\ \\ \\/\\ \\ ,\ . \\ \\/\\ \ \\ /\ \\ \\ \\ \\i\\ \\/ \ . / .\ \\ \\ \\ \ SHEET NO: 'x//Xx/XX/X:�0\\�/ \Xx/\ ;/ /xx <X X; KX \ \ \ \ \ \ \,\ \ \\ \\ \\ \\ \ \\ \\ \ \\ \\ \\ \\ \ \\ \\ \\ \ \\ \\ \\\ \ /\. \\ \ /\ \\,\ / \ \ \ / \ ,�\ / \\ \\ ASPHALT SHINGLE ROOF ON 30# BLDG. PAPER ON 3/4" PLYWOOD DEGKING ASPHALT 5H I NSLE ROOF ON 30# BLDG. ° PAPER ON 3/4" PLYWOOD DECKING BUILT-UP WOOD HEADER PER PLANS 211 x5"xy4"x5Y4" WIDE ROLLER MOUNTING ANGLE 4" DIAMETER ROLLER Pool I x8 PVC FASCIA w/FRAMED BACKUP I x8 PAINTED PVC FASCIA, SOFFIT AND ROLLER/BEAM CASING. PROVIDE DADO'ED, NON-MOVING, GLUED JOINTS I x&, V-GROOVE T 4 S PVC 5OFF I T, INSTALLED PERPENDICULAR TO FRAMING REQUIRED ROLLER GAV I TYuj 2'-oil 5/4x(O" PVC TOP CASING/FRIEZE 5/4'1 5y2 r 5Y:2 z z VINYL GLAD CASEMENT WINDOW PER UJ PLANS AND SPECIFICATIONS J O to 2 SECTION DETAIL PVC EXTENDED SILL. PROVIDE PAN O FLA5H I NG UNDER WINDOW, WATERTIGHT. cf) PROVIDE PVC APRON BELOW x PAINTED PVC COLUMN GA51 NG III loll Q LA 2�/64"xl3/8" RECESSED SIDE TRACK, O STANDING SEAM LEAD COATED COPPER ATTACHED 5ECUREL`►' TO BLOCKING = w ROOFING ON 30# BLDG PAPER ON 5/4" PLYWD. DECKING ON 2x5@ 16" ROOF RAFTERS CENTERLINE OF ROLLER ABOVE x, O LINE OF BEAM GAS I NG ABOVE I m — (3)2x8 FLUSH HEADER, w/TOP EDGE BEVEL ROLL DOWN SCREEN \; OUT TO ALIGN w/TOP OF ROOF RAFTERS. PROVIDE GALV. TECO FRAMING ANCHORS 12 BOTH ENDS PLAN DETAIL �O M Al� m NS >1) h ] A L D 0- AU SCALE: 3/4" LEADER PER SPECIFICATIONS ON I x5 PVC 06 zCo . FASCIA, w/BLOCKING AS REQ'D. „1 co a • r 4 T ^ MULTIPANEL. 5LIDIN6 6LA55 DOOR -i 20NQos w/V I NYL FINISH �_W r x x6 V-GROOVE, T S PVC GE I L I NG BELOW, w 111Z?:U. Q �— w ATTACHED TO 2x6®I 6" GE I L I NG JOISTS I X4 i PE DEGKING BLIND CONNECTED w • w TO REVERSE TAPERED SLEEPERS uw M - M RAILING w/ALUM I NUM POSTS, a N o ow 2" GONG. 5TUGG0 F I N I5H ON GALV. MESH ON ANCHORED 5EGURELY TO FRAMING w N 2 4 BELOW. PROVIDE STAINLESS STEEL MEMBRANE ON 3/4" ACQ PLYWOOD O>N a �' • ''m f /8II PLYWD. SHEATHING, PER SPECS. GABLE RAILING PER SPECIFICATIONS TAPERED ACQ SLEEPERS ON WOOD M co co . :a 4 FRAMING BELOW. SLOPE UNDERDEGK 4": 12" TO FRONT EDGE EPDM RUBBER MEMBRANE UNDER DECK I$ r (3)2x(6 POST, ANCHORED TOP I$ BOTTOM UNDER DOOR SILL, w/ALL JOINTS SEALED w/GALV. FASTENERS, GA5ED w/PVC WATERTIGHT i hS C. � j THRESHOLD STRIP AT DOOR WOOD FLOORING ON 5/4" THK. PLYWD. a 5UBFLOOR - BLUESTONE PAVING, PITCHED AWAY FROM -1 HOUSE, ON GONG. SETTING BED ON 4" THK. m STEEL BEAM w/TOP ALIGNED w/TOP REINFORCED GONG. SLAB, w/ HAUNCHES OF FLOOR JOISTS. PROVIDE PROJECT N0: BOTH SIDES. PROVIDE REBAR ANCHORS BLOCKING ON BOTTOM FLANSE FOR TO FOUNDATION SUPPORT OF FLOOR JO15T5 1605 Ll DRAWN BY: 0 TCS CHECKED BY: :. ♦. . _ ON .: ::•..' .• ;..:,:: . .;.:� :.... ';: _ _ -- ���'� 'fi�J� FLOah FRAMING SUPPORTED ..: r ',. : • ` �� BLOCKI NS k/BATT INSULATION DAT a,. G`''P_ BP. FINISH'BELOW00 ��'2�1z� • • .�,^, '' '• '•`...• • •'•'• SCALE AS NOTED ': •` '' SHEET TITLE: GONG. FOUNDATION ENGINEERED TIMBER FLUSH GIRDER LVL FRAMING PER PLANS. PROVIDE PER FLOOR PLANS EXTERIOR GRADE PLYWD. WALL DECKING SPRAY FOAM INSULATION SECTIONS r..;',. MULTIPANEL SLIDING GLASS DOOR ;;:;;:•.. ..;' w/VINYL FINISH S• • ' ",' SHEET NO: 0 -�A L W A L 10 R 0 PO 0 R D E Elp r 00r"w SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" 2x6@)16" STUD FRAMING w/INSULATION , THK. EXTERIOR GRADE PLYWOOD WATER RESISTANT BARRIER, LAPPED OVER FLANGE OF HEAD METAL FLASHING i 5/4" THK. T$G, V—GROOVE WOOD 51 D I NG PER SPECS. METAL FLASHING i PVC SILL, CONTINUOUS AT WINDOWS, AND BETWEEN WOOD 51 D I NG AND STUCCO FINISHES 2x6 BLOCKING AT WOOD / STUCCO JOINT CASING BEAD / PLASTER STOP Z WATER RESISTANT BARRIER J SELF—FURRING GALVAN I ZED LATH = ~ ..a y 4\ 0 .Fy v/ 1-1/2" THK. CEMENT PLASTER STUCCO Q w/SMOOTH FIN 15H Q •i'%,yil { W WATER RESISTANT BARRIER, LAPPED OVER t:r FLANGE OF HEAD METAL FLASHING (� HEAD FLASHNG MEMBRANE, LAPPED OVER m ' WINDOW NAILING FIN CASING BEAD / PLASTER STOP METAL HEAD FLASHING 5/4x4" PVC TOP CASING OVER 3/4" TREATED i WOOD FURRING i METAL GLAD WINDOW PER SPECS. od z cn Q M SS Lu � � z u W• c=i LL o / PVC SILL, CONTINUOUS AT WINDOWS, AND W, a N / '•r` ' BETWEEN WOOD 51 D I NG AND STUCCO FIN 15HES GAS 1 NG BEAD / PLASTER STOP ..L fi. co co SILL FLASHING MEMBRANE INSTALLED UNDER -x�.- WINDOW NAILING FIN WATER RE515TANT BARRIER ! � .. . TE OF , SELF—FURRING GALVANIZED LATH 5�A 'VAS C }N �O 1-1/2 THK. CEMENT PLASTER STUCCO ;•'v °,fl � w/SMOOTH FINISH ' 'a +e:ri•: ; PROJECT NO: 1605 WOOD FLOOR FRAMING w/SUBFLOOR, BOX BEAM DRAWN BY: TS =;r CHECKED BY: 'y DATE: ,.y WATER RE515TANT BARRIER LAPPED OVER SCALE: ' SCREED FLANGE 3" - 1' - 0" SHEET TITLE: a. GALV. METAL SCREED FLANGE DETAILS CONCRETE FOUNDATION SHEET NO: T U E T A I L S SCALE: 3" = 1' -0" BID PERMIT SET REVISIONS I/31/22 2/a/22 FIXED GUARD_ RA I L S -N� 20'-O° 25'-0" 20'-0 " 2x6 WALL FRAMING ABOVE 8'-4" 8'-4" 10'-0 " PLYWD. SUBFLOOR SIMPSON GALV. CLIP +10.0 TOP SUE'FLR'_ ANGLES - ALL FLUSH _ � .� 1 � j � - � ✓'_1" 3'_?�/2„ 3'_?�/2° 3'-?�/2° 3'-?�/2" 3,-,�" CONNECTIONS (TYP) II-'I/8" TJI FLOORFRAMING -- - - - - - I 1 (2)2x10 TR. IND. I I 2x8 TREATED WV, SILL, CONNECTED TO FOUNDATION WCAST-IN-PLACE - ON BOLTS ® 32" FAB. FLOOD VENTS P R — = X O L _ o,r FOUNDATION _. 3?Op FLUSH S GS, INSTALLED w/BO OM .--__��� GONG. PIER ON Iy.•.,i• FL 5H w/GRA SPACE 5 AB -� 'r� :�"�" I I --- - 6"x3b"xl2" THK. REINF. r ONG. FOOTING (TYP) O r 8" THK. POURED CONC. 1 I I I I I (3)2x8 I " FOUNDATION WALI J ry I I r_ r+4,' ----- - — ----- ---- ----- — I 1 I I L--re—J = = r r--� --� FLOOD VENT. SE! PLAN 3 I �' I i ry I I N I I I I I I -ry SPECIFIC - - - - - L- —� ^� m I I I ! I I Z _ _ 2x8®Ib" TR. WD. _ _ I I I I I ` 2" GONG RAT 5L,<B = I I FLUSH FRAMED I - ____J L--- J +6.4' MIN. GR��DE'./TOP CRAWL SLAB ;t•. I I = DECK JOISTS --- m IFill I I I O 0 I I _ 2x8®Ib" TR. ND. ' x FLUSH FRAMED ...I 0 / /'77 / .Y " I NLJ CJOISTSO \ \ \ * #5 REBAR ®12 VERTICALLY W I m �� z';; a-3y2 I 3-?y23-2�2 r- �r :1\ \ \ \ \ \ HORIZONTALLY = I -j WI Ib I I 3-2�2 3 7�2 y cjV:2// / / / / PROVIDE 2" THK. GONG. LAB, `t\\ /\\ k COMPACTED GLEN FILL ! I �pl� PITCHED TO OOD DRAINS I L------- ---- ----- ----- - ---- ------ -- ---------------- ---- ----------- - ., m I L RAi I 2x10 TR. WD. LEDGER - 2xIO TR. WD. LEDGER _ I O 12" DEEP x 36" WIPE POURED GONG. FOOTING _ Q d --- -- - - - ------- ---- - / _ I 1 — -- -- ----- --------------------- \ .,;�7 •rrr ';5:;;`�i r i. },,;�;: �+�•? _rvl.•..ti Zr.s%4r r " m ( 'I;• IF� 'vi-�. ;•,.•;:d,•r, ,,.'t„ ,f',''�•y +•':r,; •s.i,;.,ti , / #4 REBAR ®12 0 s I ( Ly /= . .,, '•' (5)#5 REBAR I I tom- W I = 11 W I 1 ( O ' � •• • ' L� PREFAB. FLOOD VENTS PER I �/ r �'.??`s.a r.,..E' rr a er V•,y'�•Jy 1 +3.4' BOTTOM FTC. i';;s:::',<: •; ,' ;'�''=; fi; >'x;".::;�;`�• �w��?' — 1 SPECS, INSTALLED w/BOTTOM _N I -I 1 I �' I p FLUSH w/CRAWL SPACE SLAB -j I . i ry - - \ \j j\//\// W W \ \\ \ /� _ I O UNDISTURBED sUE3-sRADE I _ ,� I I _ i I i- Q 3 1/2XI1 /8 APB L 3 I/2xII 'l/8 APB I , I ~ ; o z \ \\ \\ \ I — r — — I = I _ — // // �/ // // // // // I \\�� \ f I I N n ' j �\\\/�� J I L— _J �" `" t� = m Ilu 1 /// Q I m Q � A , 12'-a" 12'-a" a'-`ly2" < I I m {'SHA LOWR ING I m u I �F ff��TILE IN TA4LF 0 U Imam"m D A 10 No lo% ETAIL, .L?�.''I I I u- I t— I \S OWN"HST E':D � 8"xlb" GONG. PIER ON �I j ( I SCALE: 1" = 1' -0" I �� \ ,/ : , ' CONIC. FOOTING (TYP56"x5b"x12" THK. I JF I I r I I I L \ry I I I � I I I : ." I I r--I— ® . \ -/ V i� _ _L I 5-I/2x� 1 8" APB I I I I 5-1/2XII-�/8" APB 1 • 1 I I I co _u \� I I (2) SPAN CONTINUOUS I I I (21 ) SPAN CONTINUO �r I - - ,, I I I I � ~ � P05T5 ABOVE i I �S Z- . _ I t a: I r —, erg. . off : APB — I I p I ° g PROVIDE CLOSED CELL � I I-"i/8" TJI FLOOR FRAMING I x I I I I SPRAY FOAM INSULATION Y I I I W J e '= a z u J (2) SPAN CONTINUOUS w/SUBFLOOR, FRAMED I /8 3-I 2 11-1/8" APB _ K I ABOVE, PER SPECS p � ' � > — I c=i u; v FLUSH TO C71RDCRS r +10.0 TOP SUBFLR. Q I I I I I I PROVIDE 2 THK. GONG. SLAB, - \ / \ _ O a -7 AREA ABOVE �0 i I W• N F r LIJ L_ _J �- - PITCHED TO FLOOD DRAINS _ � W/SHALLOW FRAMING ,. - \X/FOR TILE IN5TALLATION\a' f- PER / SHOINN HATCHED TIMBER GIRDEf PLAN y 1 W 1 I � N- \�� " I u I r APPROX. LOCATION HOUSE - ;�:w:. : •r;'�;i.''"'; I I --- SEWER OUTFLOW TO SANITARY - t, , ~';s':,r. :•;.; I I I \HATCH/ I SYSTEM I I k ABoV&_I W I —, — >- I :: • =:r.7.' !.i•; F I ------------------------ O I Q I m L J F— I _, I c: I _ Z j�' .:'`• ,? cis - I I `"I I �. OF " y' a. { y. .; :;:?<. �• 8"xlb" GONG. 1�50NRY _ I I !L I --- ----------------------- 1 I I Ico 0 � UNIT PIER, REITORCE:D I I" 'h-a•: s'•�s��3�. :�•�'; w/(2)#4 REBAF I j � � I � I _ HIGHER FOUNDATION ALON6 THIS WALL 1 , IL I I I I COMPACTED FILL UNDER I I I +6.4' TOP GF:AWL SLAB REINF. GONG. SLAB — - •':++, ;.:. 2" RAT SLAB I L---- --------------- ---- ---� L--- ------------------------------- CO MPAG FILL UNDER I I // // ;'►i u ;'•' '' // // I 1 REINF. COIL. SLAB HIGHER FOUNDATI N ALONG TH15 WALL = I I \\ X, // // n .;t� L ----------------- ----------------- -------------------------------------_ -- u 1 1 I PROJECT NO: rs�s, :;�°y;�:L;; :.; \ GLEAN, GOMP/'fED FILL -� I 1713 DRAWN BY: ra / / -;�,;;+.�.r,�,;,:..��ty*y;�. '';.:� 3 :•v'' 36 x3b x12 P6ZED GONG. ••i;: t• i"::' 'f FOOTING I y��.. .(('' . • •a• ;;. ,�.•,.,:. •a:k:ri (4)#4 REBAR 1:H WAY :-S^i�L•�'::/r'•� •�•. 4'., �,''ir.F'��• _•'�},. •t'i'1•o F,,i.t�.. ^•F� r DATE: '^� •' r?-2;'•i?•': .�.":*•••, ,,,,2�;..•.`„.�;,f y.: •,.wry rs!....f:.�' ;{ .a,. ( UA E: +5.4 BOTTOI,l FTC. r•.,•:.• •;� .�; .,..,•:,::; ..�-.. _ ——————————————--——^——————————— HIGHER FOUNDAT ALONG THIS WALL --- I 2/12/19 \//\\ \\//\\//\\//\\//\\//\//\\//\//\\//\\/ \//\ / UNDISTURBED B-GRADE 1 1/4" — 1' . 091 \ \ \ \ SHEET TITLE: j\ j\\j\\j\\j\\j\\j\\j\\ 25-0° 201-011 tl� FOUNDATION PEDESTAL DET AAL wimPLAN SCALE: 1" = 1' -0" F0UIN' sDA f , SCALE: 1/4" = 1' -0" I FEB 0 9 2022 „ SHEET NO: CRAWL SPACE'. AREA = 2,155 5F - I s REV I51 DNS I/31/22 3W22 FIXED GUARD RAIL B12'-b" 12'-6" STAIRS BOTH SIDES TO GRADE iw/IPE TREADS, PVC RISERS It IM, TR. WD. 57IRU0TURE. f PROVIDE HANDRAIL ON ONE SID>E If-oil _ , 10'-0" 18'-O" 12"xl2" 5f RUGTURAL COLUMN GABLE RAILING PER SPECS, -- — -------- — EACH EN 2„ w/POST5 ATTA HED SECURELY ——————————————— — TO FRAMING B LOW. SEE 5PEC65 � 3II-18" LVL HDR I 22-0 _ 2x6®I6" WALL FRAMING, TYPICAL, w/VAPOR OF SEAL 6 BATT INSULATION, /e EXTERIOR GRADE PLYWOOD SHEATHING, BUILDING WRAP, 56" HIGH FI D GUARD 1" AN5.) CONCRETE STUCCO ON WIRE LATH - OR - RAIL AT DO R OPENING VERTICAL SIDING. SEE ELEVATIONS — _ � PROVIDE HAN RAIL ONE SIDE I � 12' DOOR UNIT VERIFY R.O. Ix4 IPE DECKI ATTACHED m �.. 5EGURELY wB IND FASTENERS 00 co Z i� \X I � \;0 1 II m I UJ ❑ x \ \ ®I� I 2xlOa R.R. - - SHALLOW F MING ABOVE TO , -T AGGOMMODA ROOF DECK -� WINDOW/DOO UNIT DE51GN d I I O cl, �= SPECIFICATION BY OTHERS. PROVIIDE I I 2x10 b" G_ -a ALL NECESSARY UNIT STRUCTURE, \ ' Q BRACING, ENER Y TESTING AND' I (4)2xb POST ` s " �rl APP OVAL I I TO RIDGE I 1 11-'1/8 w (2 / x I STL UNIT VERIF t�.b. I O y i �r� FL. SLUSH LITCH PLATE n ct1 ;fl 0 U) BEAM ABOVE AT 2nd FLR. _ 5-I/2"xl ' APB HDR = I G ST I s (3) VERSA5TUD KING P05T ❑ ��D OOM (3)2x8 w/(2)/4 x"I STL. PL. POST _ I"I I PROVIDE (2) SIMPSON HSLG5-7 w/(3) 2xb JAG STUD EACH SIDE I ( Q WO D HEAVY 5HaAR TRANSFER AN&LE FL IOR _ OP d B O N L OF DU I R WAL ABOVE, TO BEAR ON z q'-O" H16H GL6. SIHP50N HOUZ HOLD I I x ROOF RAFTERS U W � � i- DOWNSM. , EA. END OF WA L N r l B 211 3S/21, 3y2"I �2� .\ cc 5�_4�� 2� _,411 2�: o I I I I � PININS HE RAL ROOM I p � I I G 'T IiI O • I tillL WOOD x Z =ry1� p I FLOOR m U + ;9 20" WIDE FLUSH STONE �- �I �® HEARTH STONE X I 2x10®I "BR.R. `Y 2x10®Ib" R.R. i II = Q — {- - - - z PREFAB. GASFIREPLACE cV I I>i U aLr � �'r l II =N w/METAL FLUE T RU ROOF i- 11 -o° GL6. ® � LIVINS ROOM ! tu two story s ace m I , SEE 2nd FLR. PLAN FOR a yy I CEILING 8 ROOF FRAMING I I I o N =ry =ry I _ =N WOOD Q I I m m` — — +� �` FLOOR — — — —U411111.ZI& r.., 30"x80"dJ v I I I I I I R/F KITCHEN I PROVIDE FRA�E PIATFOR -a HV�G TO RAISE HVAG EGIP. 06 z I - I I I I (4)2xb POST I ABOVE FLOODI PLAN N - HALL — TO RIDGE Q• , o p � 3q" ;- SATH m 8'-0" '� I r � iv ® 2'-O' � WOOD (�V� -. ry I I cts J a � c- IL11 FLOOR I ~ a _ _ w )L .0 a z • a N o <J� HATCH TO CRAWL TIE L O U 5 A I I _ W co RE �ABO ry \ ' 3'_b„ SPACE BELOW Q F- - !� _� MF-G�t. Room z I ' N /StfALLO MIN ———— WOOD STAIR $ CIV z I FpRT)Lt INS ALI TIO _ \ ----- HANDRAIL rzNTRN( U 1 ( `fl N N° C 0 HbINN H TG ED I A I IV Mi jr V———7 i I s (3)2x;b POSTS UPS /m I / I I UP cn 5 \� I 2x8®16 G.J. _ WOOD FRAMED STAIRS w/RAILING ON- N - ts' to iA r' I WOOD F-\ ry — 4- (,312x10 R. m � I � TOAMATGHOMEIDGH. ROOM E TILE FLOOR AT LANDING, rl n FLOOR " N 47 (3)2x10 HDR C 3747 I I = c 3 III\'...+ R � � q'-O" HIGW G Ee p rad 2 I'-10 G01� i� D PORGY - Y �'-1o" Y2 BLUESTONE TERRACE ON SLAB ?" SQ. (3)2xb CASED POSTS, ANCHORED TOP d BOTTOM z moo, `x X (3)2x8 FLUSH BEAM ABOVE 2 _ _ (V 2) x POST / - - -- -------------- ---- - CN3763 * CN3763* EDGE OF ROOF IQ �ry PRo IDE s/8' THK. TYPE " f PROJECT NO: OVERHANG ABOVE liy G BD. L SURFACES m i I 1713 10'-O" lo'-o" 4l-q" I i b" TH . REINF. GONG. 5L I r DRAWN BY: I EDGE OF BUILDING ENVELO I I (3)2xlb HDR. I I _ DATE: -- - - - - - - - - - - - - - - - I— - - - -C�13747 CN 747 CN3747 I 2/12/19 I ------- -------- - �t - 111 Olt lot-oil l 0'-0" /2„ SHEET TITLE: I 1 201-0" FIRST FLOOR PLAN FmIRST FLOOR • PLAN— SCALE: 1/4" = V -0" SHEET NO: FIRST FLOOR w/6ARA6E = 2,"5 5F NOTES : 1) LVL = I-3/4"xll-1/8" MICROLAM 2) MINIMUM HEADER = (2)2xi0 A M EAM • Dq. �..ONUNION REV 1510N5 1/31/22 Li SPHALT SHINGLE ROOFING ON BUILDING PAPER ON 3/4" PLYWD. DECKING I 1 22'-3" *2" 2" la'-I" r� 2 '-O" GABLE RAILING PER SPECS. ANCHOR POSTS SECURELY INTO FRAMING DETAIL IPE DECK ON SLEEPERS OVER WATERPROOF MEMBRANE ROOFING BELOW. SEE DETAILS _ -- -I kNINDO"OOR UNIT DESIGN d C) SPECIFICATION BY OTHERS. PROVIDE Z 2x6®I6" WALL FRAMING, TYPICAL, w/VAPOR 5EAL ALL NECESSARYUNIT STRUCTURE, b BATT INSULATION, %" EXTERIOR GRADE BRACING, ENE Y TESTING AND .. PLYWOOD SHEATHING, BUILDING WRAP, AND 1 AP OVAL 0 CONCRETE STUCGo ON WIRE LATH - OR - I RI VERTICAL SIDING. SEE ELEVATIONS J ROOF ]DEG�G Iq'-O" ERIFY O _ _ —ry—— — ——————————— ———————— —— — — ♦ I _ I - - - - - - - - - - U) (3)q-I/2"xl-1 /4" LVL (5)18" LVL o 5-I/2" APB or (2)14" LVL /(2)9/4"xI5" STL. PL. / ROOF SHINGLES a 5/4" PLYWD. m i I Q DECKING co rn ` I 1 Q LVL RIDGE TWO ST Y KING � z \ STUDS, CH SIDE ? 1 C) J9y d W O ® I -- —(2)Y4 TIMBERLOK CONNECTORS x X X O �4 � ♦ WOOD0 �I Q MASTER of FLOOR 2-b X \.0 2x10®I6" ROOF RAFTERS ! r I ` X cx �+ - 1 BEDROOM m rylA,�\ / - 2x10®16"R.R. - 0 uPPer� art I {. LIYINC� OOM 2x10®16" R.R. I 7'"6" 6'-O" S' " — I c.D rn I j 2x6®48" HANGERS BETWEEN I U 5'-3y2" '-lOy2" '-4" I 2)II-"1/8" LVL RIDGE RIDGE 4 CEILING J015T5 — i � I I � , __ ____ _ - -----+- I i \ BEAR HIRS a 2xlo PLATES ON TOP OF _ I Z° � I I RAFTERS ON WALL PLYWD. DECKING 06 • I ^ I STRONGBA FOR G.J. m N I r_t��i �+ 3S/2" I SEE DETAIL HI5 SHEET ♦ i , Q " N 3' I 2'-O �Sz, 5,_gy2„ I I 1 i/ J o 1 z 3r 1 d ` ' o ° I +�� DN Q I OC \ i W --�° W Z w a - �= Q z u i _ I 1= � I Ll1° (2)2x10 STRONGBACK. PROVIDE I^I or I u� 1 0 �� \9�.�, i I a o Y4"x2" TIMBERLOK CONNECTORS r BALK—I SEAT O �� W. . AT EACH 2x6 HANGER I x I �' `sRy I CLOSET O a �• =ry I WOOD r1� VI m i WOOD STAIR 4 HANDRAIL I O 1 ♦ 'S/,p i �° -ry I FLOOR ��\or •� N ` i i i TEGO EACH SIDE OF STRONGBACK ul i ��\�'+/ N Olt I I Ol ♦ O� D I I 1 2x10®I6„ CEILING JOISTS m I 3 2x SH I (5)2 I HDR , II'-O" OVERLAP CEILING JOISTS - _ PROVIDE (8)IOd NAILS, EACH SIDE I / ,��� M TER CN 37 9 C 7 9 C 3 59 Cl3 59 3 5 3 5 011 TH 2x6 PC 5TE- men4 A C K in " cV I U HE ER SCALE: 1"" — 1 -0"" i I / CN3763* N3763* \ I PROJECT NO: _ 1713 -- -------- —————— ------ -------- -- 1 i DRAWN BY: M . TS 5'-clot 'I' .11" ® . 3y2" 20 01, 2/12/19 1 1/4" = 1' - 0„ SHEET TITLE: STANDING SEAM METAL ROOFING AT LARGE CRICKET BETWEEN WALL 4 ROOF, AND AT ENTRY PORCH RooF. PROVIDE REOV. FLASHING d COUNTER-FLASHING FOR WEATHERTIGHT CONSTRUCTION SECOND SEC FLOOK" FLOOR 1/4"" = 1" -o"" PLAN SECOND FLOOR = '725 5F SHEET NO: NOTES : 1) LVL = 1-5/4"Al-1/5" MIGROLAM 2) MINIMUM HEADER = (2)2x10 I REVISIONS i/31/22 2i'a/22 FIXED GUARD RAIL s m ,'• WOOD FRAK,E CHIMNEY w/METAL LATH 4 STUCCO FINISH. PROVIDE LEGS IN FOUR CORNERS, AND BLUESTONE TABLE, OF SUFFICIENT HEIGHT TO + ACCOMMODATE METAL FLUE TERMINATION BELOW. ..} Y . PROVIDE REQUIRED FLABHIN6 AND COUNTERFLA5HING, WEATHERTI6HT 12 " ..'t bI— . ASPHALT SHIN6LE ROOFING ON BUILDING PAPER ON %" PLYWD. DECKING Ix8 PVC FASCIA BOARD ON SUBFASGIA ON ROOF RAFTERS`• PROVIDE CONTINUOUS GUTTER PER 5PEG5 5TANDING SEAM METAtL ROOFING AT LARGE CRICKET I BETWEEN WALL 4 ROOF. PROVIDE REQ'D. FLASHING 4 ------- ------------------------------ - -- ------ 2nd FLR_CL6_PL. ® q=0" COUNTER-FLASHING FOR WEATHERTI6HT CONSTRUCTION i Ix4 PVC FRIEZE i isk' + Ixb V-GROOVE T46 CLEAR CEDAR SIDING ON 5/a" WINDOW/DOO NIT DESIGN 4 PLYWD•SHEATHING (SEE DETAIL) + DOW/DOOR UNIT DE51 4 AMLI .. t: u S"DET SPEGIFIGATIO Y OTHERS odf SPEC CATION BY OTHERS. VIDE 12'- +/- 1' AL NECESSARY UNIT 5 RE, GABLE RAILING PER SPECS. ANCHOR POSTS LOA SECURELY INTO FRAMING t" B IN6, ENERGY TESTIN ND < APPROVAL IPE DECK ON 5LEEPER5 OVER WATERPROOF MEMBRANE ROOFING BELOW. SEE DETAILS Ix8 PVG FASCIA BOARD ON SUBFA501A ON ROOF h RAFTERS. PROVIDE CONTINUOUS GUTTER Pt°R SPECS, Ix FRIEZE BOARD CONGEALS DRAINAGE FROM r ' r}"'`:' ''• ROOF DECK ABOVE. SEE DETAILS PVC GLAD PORCH COLUMNS `r : .'1: '• `}' ••:, .•�. '•;< .•:' •, LAD WINDOWS, w/5/4x4" PVC CASING AND 2" • ALUMINUM G '• SILL. SEE DETAILS AT STUCCO FINISH :�' I OW/DOOR UNIT DE51 4 1 '' WINDOW/DOO UNIT DESIGN 4 ,,'�' : SPEGI CATION BY OTHERS. OVID� : I r.'• • %'. `" WINDOW/DOO NIT DESIGN 4 "' AL GESSARY UNIT STRU RE SPEGIFIGATIO Y OTHERS CONCRETE STUCCO FINISH ON 6ALV. METAL LATH SPEGIFIGATI BY OTHERS yh B GIN6, ENERGY TE5TIN ND ;<,'' Y �` :��, `- w/REOV. UNDERLAYMENT. PROVIDE APPROPRIATE O ^ _ + _ 4 APPROVAL h;•.<t + ``' 't a` `"' 1 1 ,:` DETAILS FOR DRAINAGE AND WEATHER-TIGHTNESS. IPE DEGKIN6 ON TR. MD. FRAMING. PROVIDE: PVC FINISH FASCIA BOARD AT EXCTERIOR `� SEE 5PEG5 AND REVIEW DETAILS w/ARCHITECT. ,. 36" HIGH FIXED GUARD RAIL AT DOOR OPENING Q +10.0 let FLOOR ------------------ - - --- ------ -- -- - ------- �•_ -- ---- --------- --------- ------ :��'.V-� --------- ------- �:�. ---- -: ��- - ---------- . W STUCCO MASONRY PIERS ~ '•;, ,. REQ'D. DRAINAGE REGLET AT JOINT BETWEEN MASONRY 4 FRAMED WALL5 PVC LATTICE IN 3-i/2 WIDE PVG FRAME ,, •''` O �' FLOOD VENTS. SEE FOUNDATION PLAN AND SPECS. ,•. a• ! I I I I I I I I I I I 1 I I I I }- I I I I I I I I I I I I I M r_J L_ L , r J L_, (- J L_, r J L— r J L , r J L_ W FOUNDATION BEYOND SOUTH =EA'm ST ELEVATION SCALE: 1/4" = 1' -0" ' 06 Z. M C r r � Y r O o W --� F w a ASP3HALT SHINGLE ROcOFIN6 ON BUILDING PAPER b I� = W' a ON /4 PLYWD. DEGKII`VG W• N °x r Q 1-• c�i Ix8 PVC FASCIA 50AfRD ON SUBFASGIA ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS � �' ' STANDING SEAM METAL ROOFING AT LARGE CRICKET BETWEEN WALL 4 ROOF, AND AT ENTRY PORCH ROOF. 2nd FLOOR PLATE-------------------- ------ ----------------------------- ------- PROVIDE REQ'D. FLA5HIN6 4 COUNTER-FLASHING FOR WEATHERTI6HT CONSTRUCTION Ixb V-6ROOVE T46 CILEAR CEDAR SIDING ON g/8" ,�,e` }-p PLYWD. SHEATHING (51EE DETAIL) Q I N 75 N 75 N 75 N 75 N 7.5 N 75 ��o� Q c 'l �� o N3 63 N3 6 -t —ILI M 2" THK. PVG SILL MATERIAL, CONTINUOUS A'i' r N \ / = WINDOW. SEE DETAIL FOR FLASHING BETWEEN \ / I ��� ola-"A i lG�L a"] LL�u STUc;GO D OD SIIDING 2nd FLOOR __ ————————————————— —— —————— -„•....•,_'`y;•`_., �.�—•�-.• '.�—' :•w,•�•�`..':-,....-� -t-._. .�;,�:•• ,....•-1,—..T..:�'' t let FLOOR PLATE }: :. :` ', ::.; :'`•:; . -- ------------------ ---- ---- _ �;_:�T - r _ _ �'I �.L•• PROJECT NO: -•`'1• •}•4•• • 1, .:,•.. •fir h ��.••.1.• ; t;/ CONCRETE STUCCO FIINI5H ON 6ALV. METAL LATH ` • t 1713 w/R1=Q'D. UNDERLAYMENT. PROVIDE APPROPRIATE '` ;;.•�'r // \\ ;t.; :•' /•+�'' /:`•1.•Y / \ / DRAWN BY: DETAILS FOR DRAINAGE AND WEATHER-TIGHT'NE55. ' , 4 N SEE SPECS AND REVIEW DETAILS w/ARCHITECT '4CREC / \ `':' 4 N 4 N TS �•': :'�'`' '' :.::h::'`.',:;1..• N3 63 N3 6 ;•- :. ..t,,: ;.;: m re i i 4• 2/12/1\ 9 r 4 ,J• •t AT / REA WHERE FINISiH GRADE r.L-;•'• '•. COMES ABOVE h; .f• I .i GH F TYPICAL HEI T O FOUNDATION, PROVIDE P 4 THK. _ A BLOCK OR POURED GcONGRETE w AM L PPROOFIN6 .}./D IE JE IE AT AREA WH ERE FINISH GRADE OM B COMES ABOVE -<'• TYPICAL HEIG 1/4 0 .��• HT OF FOUNDATION PROVIDE K:�• PR 4 THK. . ..` .• BLOCK OR 11 POURED CONCRETE, w•'}:� TE AMPPROOF NG /D 'Y r' SHEET TITLE: }. h r `r: + 1 '_i 10.E let FLOOR _ <L _ TOP' TYPICAL --- ------------------------------- I ------------------------.--- ------- --------------------------------------------r------------- - ': � _-• �-. __-°--- 1 I ELEVATIONS TOP' CRAWL SPACE SLAB I _ ------------------------------------------ -- -------------------------------------------- _________________-________________�--- -------- I I I I 1 FOU14DATION BEYOND L-------------------------------------- I ------------------- -------------------------------------------------� SHEET NO. IMmORTHmWEST ELEVATION— SCALE: 1/4" - 1 -0 REVISIONS I/31/22 •r .J ,':.•.T•••t'• •fit" •.,' WOOD FRAME CHIMNEY W/METAL LATH 4 STUCCO FINISH. PROVIDE LEG5 IN FOUR CORNERS, AND BLUESTONE TABLE, OF SUFFICIENT HEIGHT TO 7 ACCOMMODATE METAL FLUE TERMINATION BELOW. PROVIDE REQUIRED FLASHING AND GOUNTERFLASHING, WEATHERTI GHT ASPHALT SHINGLE ROOFING ON BUILDING PAPER 12 ON V PLYWD. DECKING 6� Ix5 PVG FA50IA BOARD ON 5UBFASGIA ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER 5FE05 IC) Ixb PVG FRIEZE .00000 iL I iL LINE OF ROOF CRICKET BEYOND Z Ix4 PVC FRIEZE t7J Dcb V-GROOVE Td C3 CLEAR CEDAR SIDING ON PVC GLAD PORCH COLUMNS O PLYWD. 5HEATHING (SEE DETAIL) / 2" THK. PVG SILL "ATERIAL, CONTINUOUS AT WINDOW. ONL7 CN 7 C 37/ SEE DETAIL FOR FILASHING BETWEEN STUCCO AND .01 Y400D 51DING. NOTE: THAT SILL 15 NOT AT SAME O LEVEL IN ALL ELEWATION5 I I I I 1 7-777`1 1 1 1 1 1 1 1 11 Lu \ / n 1 OR ARAGE DO h.,;' I VERHEAD G 1. PE DEG 8 HIGH c0 `;• KING O WIDE x N TR. WD F M 10 "y. RA INC. PROVIDE••., `•.•• '•>.. •.: V DE PVG FINISH Q 5 4: FA5GIA ri AUTOMATIC OPEMIER PER SPEC '.,� :,' '.>:�• .. `•; •1.• •'•;� BOARD AT EXTERIOR � .� _ —`�_,_ t_— T:;;__ —��'— —•��_ —�_; ._`•�- —�-.-, ,•rr�,. ` ------- ------- +10.0 lot FLOOR:r�t• _—_h — — •:t. ,. •7:'�' :.t .r. \. •,,.. ------- ------- ------------------- .f W •i• JOINT ETWEEN hEQD. DRAINAGE fREGLET AT JO B � '• � '}•• '' •�' :� ;•' STUCCO MASONRY t : Y PIERS O MASONRY 4 FRAMIED WALLS ,4. • :\. !I, ••\ '•\• "L•,t .k' it • - PVG LATTICE IN 5-1/2 WIDE PVC, FRAME ir I I I I I I FLOOD VENTS. SEE FOUNDATION PLAN AND SPECS. MQM 17—J L—� 17_JL—� W L-------------------------------------------------------------- -------------------J L-----J I-------J FOUNDATION BEYOND Ag" OUTH %5 ® l SCALE: 1/4" = 1' -0" oil Z. ••4 .Ji N < t. W _j w Z 3 w a z u W• ASPHALT SHINGLE ROOFING ON BUILDING PAPER a N 12 ON s/411 PLYWD. DECKING W. N U 6� Q I—• c�i c� cf) Ix8 PVC FASCIA BOARD ON 5UBFASGIA ON ROOF RAFTERS. PROVIDE CONTINUOUS GUTTER PER SPECS -—————————— �— N 96 N 96 N 96 N 96 2 THK. PVC SILL MATERIAL, CONTINUOUS AT WINDOW. \ / \ / SEE DETAIL FOR FLASHING BETWEEN STUCCO AND ° t CABLE RAILING PER SPECS. ANCHOR POSTS WOOD SIDING. NOTE THAT SILL 15 NOT AT SAME SECURELY INTO FRAMING _ \\ // \\ // LEVEL IN ALL ELEVATIONS IPE DECK ON 5LEE:PER5 OVER WATERPROOF MEMBRANE f200FING BELOW. ;SEE DETAILS :1. •e' • ' J 2nd FLOOR -•:'T.—'—Y,T..-',r...-•, — •t-. Sr•.'•`.':' ��.• .j.-i,' "•j.—_ �T.y._. , --J'� —'?-' ----------------------------- ty "}• PROJECT NO: ,. 1713 .i.� t t C` � •Th ,1• DRAWN BY: T CLEAR CEDAR SIDING ON g/811 Ixb V-GROOVE �G PLYWD. SHEATHING (SEE DETAIL) TS / \ / : N 96 ''r:a«' N 96 " 2 N F96 N 96 2/12119 r� ^•:" •t•:" ;` :'� STUCCO FIN15H ON GALV. METAL LATH •1' `•t• ... .. •A. CONCRETES • :1' ;: \ w Q:.� '•,:" :•:' D. UNDE AYMEN V I /RE RL T. PROVIDE APPROPRIATE :t 1/4 1 05T5 0 99 G R SPECS. ANCHOR P -.ABLE RA L .•�" '•�• DETAILS LS FOR DRAI AGE AND WE I N A ATHER T GHTNE55. lB .. . • • '•y' MING BE OW•�EGURE Y INTO FRZA L 'L SEE P E SPECS AND A REVIEW DETAILS W ARCHITECT. .L. L SHEET TITLE: 7• •s l' 4.: __ let FLO OR R (. 1 `.t,• ELEVATIONS 'L' "CI. ♦`r. \ is :,,:: ,'t.•r .tii.•t, 'n" ;,• CRAWLSPACE SLAB --- ----------------------------i------------1--------------------------------- 1=LOOD VENTS. SEE FOUNDATION PLAN AND SPECS. I I I I I I ( I FOUNDATION BEYOND r_J ————————— ------------------------------L----------� SHEET NO: ELEVATION- SCALE: 1/4" = V -0" 1A Em No D E=m D S F=m T - 1