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Home My WebLink About49975-Z of SOUryo`o Town of Southold * P.O. Box 1179 0 53095 Main Rd COUN-N s� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46851 Date: 02/11/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 15 Landing Ln Greenport, NY 11944 Sec/Block/Lot: 43.4-12 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/04/2023 Pursuant to which Building Permit No. 49975 and dated: 11/01/2023 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 finished basement, covered front entry and attached garage as applied for. The certificate is issued to: Vrettos Tzannes , Chrisanthi Tzannes Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1320 1/5/2026 ELECTRICAL CERTIFICATE: 49975 10/02/2025 PLUMBERS CERTIFICATION: Vrettos Tzannes 10/06/2025 uth rize Si ature �o�SUfFQI TOWN OF SOUTHOLD CIO,y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49975 Date: 11/1/2023 Permission is hereby granted to: Socaris, Debbie 20 Great View Ter Voorheesville, NY 12186 To: Construct a single-family dwelling as applied for per SCHD approval. At premises located at: 15 Landing Ln, Greenport SCTM # 473889 Sec/Block/Lot# 43.-4-12 Pursuant to application dated 10/4/2023 and approved by the Building Inspector. To expire on 5/2/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,406.50 CO-NEW DWELLING $100.00 Total: $2,506.50 b Building Inspector so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 'Q a �yCou V BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Debbie Socaris Address: 15 Landing Ln City: Greenport St: NY Zip: 11944 Building Permit#: 499755 Section: 43 Block: 4 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electrical License No: 3897ME SITE DETAILS Office Use Only Indoor FV-0 Basement r7' Service r.7 Solar r' Outdoor W' 1st Floor I✓, Pool F Spa F Renovation F 2nd Floor F Hot Tub F Generator r Survey r Attic rr-1 Garage Battery Storage (— INVENTORY Service 1 ph Imo' Heat Duplec Recpt 68 Ceiling Fixtures 6 Bath Exhaust Fan 4 Service 3 ph (- Hot Water 30A GFCI Recpt 14 Wall Fixtures 16 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 84 CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt 50A Ceiling Fan 1 Combo Smoke/CO 3 Transfer Switch UC Lights 72' Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 55 Puck Light 3 Exit Fixtures Other Equipment: Fridge,Oven, DW, Micro, Hood, W/D, Ducted Minisplit(2), ERV, Reverse Osmosis, 200A Panel 40 Circuit/ 32 Used, 100A Sub 20 Circuit/ 17 Used Notes: One Story w/ Finished Basement Inspector Signature: X Date: October 2, 2025 Sean Devlin Electrical Inspector sean.deviin(cD-town.southold.ny.us 151-andingLnHouse °�Ogt�fFOl,�coG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Road ,t P.O.Box 1179 y x Southold, NY 11971-0959 BUILDING DEPARTMENT OCT 7 2025 TOWN OF SOUTHOLD CERTIFICATION Date: 6 Building Permit No. 49975 Owner: Vrettos and Chrisanthi Tzannes (Please print) Plumber: Vrettos Tzannes (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. `` (Plumbers Signature) Sworn to before me this �o dayof O(ap�e , 20 a�- Notary Public, 6)u eee7J County MARIA AKOUMIANAKIS Notary Public,State of New York No.olAK4875869 Qualified in Queens County Commission Expires Nov.3,20_ pF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouHn N�' 631-765-1802 INSPECTION [�/F NDATION 1ST y [ ] 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: ITV& a (� DATE 1 INSPECTOR OF SOUTyO� * TOWN OF SOUTHOLD BUILDING DEPT. Comm, 631.765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [,,vj'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: �I uun,l�i► au(k o�. DATE 5 INSPECTOR SOUTyOIo / 9 �5 / ✓ !-a nd /1 1,61 # # TOWN OF SOUTHOLD BU"ING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ]. ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [SA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l4bQ-6 e DATE INSPECTOR *pF 50UlyOlo # # -TOWN OF.S.OUTHOLD BUILDING DEPT. 631-765-1802 qqlj� i _ INSPECTION [ ]. FOUNDATION -1ST/ REBAR [el UGH PLBG. JFOUNDATION 2ND [ ULATION/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: n LO K 7k Gyk �3 S ors DATE INSPECTOR �O�aOF SObTyOlo r� L � Ln # # F UTHOLD BUILD PT. y TO �O SO 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: n t Zt A C�e ( C_ a DATE C'kVINSPECTOR SOGT�°� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qlq+("'[N-SPECTl0-N [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL�11� [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ = ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL`(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: :6 PLC 4 - G44e AQCA (VNCA��F sAKAin orAl -V..-, uKn 1 . DATE ZA w INSPECTOR 4� Cnerr ]',e.,iJ-i� i,r; � Se rk/I r.t,Ij November 24ih,2025 JAN 2 1 2026 Town of Southold-Building Department 54375 Route 25 `: P.O. Box 1179 Southold, NY 11971 RE: Tzannes Residence 15 Landing Lane Greenport, NY 11944 eques d by the Town of Southold, Energy Testing Services was retained by the Tzannes R ce to perfor the Blower Door Test at the above-mentioned address. Michael Caruso (HERS Ra r#79603176) co ducted the Blower Door Test and found the results to be as follows; 1486 CFM @ 5 Pa or 1.81 ACH 50 Pa.This more than satisfies the 2020 NYS-ECCC Building Air Flow Maximum equirement of ACH @ 50 Pa. Roe free to give s a call if you have any questions or require further information. Thank you. Michael Caruso President Energy Testing Services 1648 Locust Avenue Suite L:, Bohemia,NY 11716 Office: (631)244-2627 mcwuso tr encrgytcstingservices.eom www.energytestingservices.com q b QROO�'s v � � .00 L DC31 5 Intumescent Coati' ng Description DC315 is a single component,water based intumescent coating tested to meet Building Code requirements for the fire protection of for Spray Polyurethane Foam(SPF).Tested and evaluated in the USA by UL and ICC-ES,and in Canada by ULC and CCMC. -- - DC315 is fully AC456 Compliant and satisfies the International Building Code(IBC), International Residential Code(IRC), National Building Code of Canada(NBCC)and many other National and International building codes. - `M DC315 offers more tested systems to meet interior thermal and ignition barrier requirements AND DC315 has been tested as a component of exterior wall systems in accordance with the NFPA DC315 r 285 and meets IBC Section 2603.5 with various architectural .�....o.w. cladding options. The Choice is clear, DC315 is the most tested and approved fire ,, protective coating for SPF insulation on the market today! DC315 Tested Solutions for Spray Polyurethane Foam •More certified full scale alternative Thermal and Specifications: Ignition Barrier tests over SPF Finish: Flat •Code Compliance Evaluated by IAPMO ER-499 and Color: Ice Gray,White and Charcoal Black ICC-ESR 3702 for the USA market 10.3 g/l TVOC •Code Compliance Evaluated by CCMC#14036-R and V.O.C.: 18.6 /l VOC Less Water ULC ER39793 for the Canadian market g •NFPA 285 Tested and Listed by UL File R40016 as a Volume Solids: 67% component of exterior wall systems with various Drying Time: To Touch:1-2 hours architectural claddings at 77°F & 50% RH recoat:4 to 8 hours -DC315 manufacturing facilities are 3rd part L�and Inspected Type of Cure: Coalescence -Tested useful life,fire performance not compromised Flash Point: None after 50 years. Reducer/Cleaner: Water -Topcoat for color,weather and moisture protection, Shelf Life: 18-24 months(unopened) tested full scale via NFPA 286 -ANSI 51 testing for incidental food contact Packaging: 5-&55-gallon containers -Passed CA-1350-qualifies DC315 as a low-emitting 5-gallon pail-58 lbs. material for LEEDS and Green Buildingstandards Shipping weight: 55-gallon drum-640 lbs. •Passed strict EPA—VOC and AQMD air emission requirements Application: Brush,roller,airless spray •No formaldehyde, RoHS -"Single Coat Coverage"on walls and ceilings QAI Listed: File B1117 -Meets Life Safety Code NFPA 101 � oyJURE1HANE Fpq, - w CCMC IISPFAIm Ou EVALUATION '�cfn '� �� C Q�I US 14036-R NFPA n 1 *FOR USA ONLY-View our online Testing Matrix for a complete list of all foams DC315 has been tested and approved with as Thermal or Ignition barriers. International Building Code Fire Performance Requirements for SPF: The International Building Code(IBC)mandates that SPF be separated from the interior of the building by a 15-minute thermal barrier, or other approved covering. DC315 passed certified NFPA 286 testing over all major brands and types of open and closed cell spray applied polyurethane foams.This finished assembly testing,conducted by IAS certified testing facilities, complies with the requirements of 2012 IBC Section 803.1.2 and Section 2603.10., 2015 IBC Section 2603.9 and Section 803.1. Alternative-,Ignition Barrier.Assemblies: DC315 meets the requirements for ignition barrier protection in unoccupied spaces as per AC 377,Appendix K ' Exterior Wall Systems: DC315 has been tested as a component of exterior wall systems in accordance with the NFPA 285 and meets 2015 IBC Section,2603.5 with various architectural cladding options. National Building Code of Canada:,DC315 prevents flashover for 10 minutes for Combustible Construction or 20 minutes for Non-Combustible constrictibri.wheri tested to the CAN/ULC S-145 Standard.This testing has been shown to exceed the protection of CAN/ULC S-124 tested:materials and meets the Intent of NBC Section 3.1.5.12 for the protection of foamed plastics. European Union: DC315 has been tested over both medium density and low-density spray polyurethane foam and provides an EN13501- 1 Fire Classification of B-S2-DO. Australia and New Zealand: DC315 has been tested to the AUS ISO-9705 standard over spray polyurethane foam and meets Group 2 Classification. IS05660(part 1 and 2)tests confirm Group number classification as 1 which allows for the addition of the thermal barrier coating to upgrade the fire rating of the underlying spray foam. END USE APPLICATIONS: DC315 is designed for interior conditioned spaces. It is the responsibility code and inspection authorities, architects, specifiers, contractors, installers or any end user of IFTI products to Contact IFTI to discuss their application to ensure it complies with manufacturers recommendations and meets their intended end use.The use of topcoats, though not required to meet the fire rating, may be included as part of the overall system to address specific conditions required for the project and address use in specified conditions such as, but not limited to, exterior wall systems, cold storage, parking garages or high humidity environments. Testing USA • ASTM E84-Flame Spread 0 Smoke 10 Australia/New Zealand AUS ISO 9705 AS/NZS 1530.3 • NFPA 286-Complies with Acceptance Criteria of IBC/IRC AS 5637.1 Group Classification 2, NZBC • ASTM E2768-30-minute Ignition Resistant Material Group 2-S • NFPA 285-Exterior Wall System with various claddings ISO 5660 Parts 1 and 2 Canada Physical Properties Testing • CAN/ULC S102-FSR 0 SDC 25 ASTM D522 Flexibility, Mandrel Bend • CAN/ULC S 101 —up to 1 hr assembly rating ASTM D4541 Adhesion pull off strength • CAN/ULC 9705-10-and 20-minute testing ASTM D4585 Moisture resistance for 100 hours • CAN/ULC S-145—20 Minute Rating ASTM D4587/ASTM G154 Accelerated Weather European Union QUV 1000 hours BS 476 Part 6&7 ASTM D3359 Tape Adhesion ' ASTM D2486 Scrub Resistance • BS EN ISO 11925-2 ASTM E661 Durability, Impact,Concentrated • EN 13823 load • EN 13501 Classification B-S2-d0 .�4f,Y00F If `` q FCZ hiternational Fh`epi-oof Techflolog�,Inc-.- International Fireproof Technology,Inc, Office:949-975-8588 Cou Firea The fr 17528VonKannanAve.Irvine,CA92614 WebSite:www.painttoprotect,com a 'o hi+nale inn+p Sbintidnr arnl�Firc Pivgerfir¢ lin4.r , Rev.10/29/2020 , _._N Email:ptp@painttoprotect.com II Nl._7 499-75 HUNTSMAN Insulation Certif icate BUILDING SOLUTIONS Open-Cell Spray Polyurethane Foam This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. The following spray polyurethane foam product(s) has/have been installed. ❑ Sealection 500 0.45 Ibs/ft3 ICC-ES ESR-1172 (CCRR-1063) ❑ Sealection NM 0.55 Ibs/ft3 ICC-ES ESR-2668 ❑ Foam-Lok 450 0.45 Ibs/ft3 ICC-ES ESR-4242 (CCRR-1091) ■❑ Foam-Lok 500 0.45 Ibs/ft3 ICC-ES ESR-4242 ❑ Foam-Lok 750 0.70 Ibs/ft3 ICC-ES ESR-4322 ❑ OC No-Mix 0.50 Ibs/ft3 CCRR-1123 ❑ Classic Ultra Select 0.50 Ibs/ft3 [CC-ES ESR-1826 ❑ Classic Plus 0.70 Ibs/ft3 ICC-ES ESR-1826 ❑ Classic Ultra 0.50 Ibs/ft3 ICC-ES ESR-1826 ❑ Icynene Xpress 55 0.55 Ibs/ft3 ]CC-ES; ESR-5432 ❑ Agribalance 0.70 Ibs/ft3 ]CC-ES ESR-2600 Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s)has/have been installed in accordance with manu- facturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness" Vented Attic Floor Area R- At inches Unvented Attic/Under Roof Deck Insulation R- At inches Sloped Ceilings/Cathedral Ceilings R-30 At 8 inches Walls (Location: ) R- At inches Walls (Location: ) R- At inches Floors (over an unheated crawl space) R- At inches Crawl Space Perimeter R- At inches Basement Walls R- At inches Other(Location: ) R- At inches "Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address: 15 Landing Greenport NY Date of Installation: 08/07/24 Building Contractor: Victor/ Chrisanthi Tzannes HBS Contractor: Hudson Insulation of NY Phone: 347-7284184 Installed By: Adelson Castro / Jose Victor Garcia -Post Near Electrical Panel- HUNTSMAN AN:21 M1 31 1 REV. •:,26.24 www.huntsmanbuildingsolutions.com BUILDING SOLUTIONS #99915 HUNTSMAN Insulation Certificate � BUILDING SOLUTIONS Closed-Cell Spray Polyurethane Foam This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. The following spray polyurethane foam product(s) has/have been installed. ❑ Heatlok HFO PRO 2.0-2.4 Ibs/ft3 IAPMO UES ER-0565 ❑ Heatlok HFO High Lift 2.0-2.4 Ibs/ft3 ICC-ES ESR-4073 ❑ Heatlok XT High Yield (s)2.23 Ibs/ft3 [CC-ES ESR-3824 (w)2.17 Ibs/ft3 ]CC-ES ESR-3883 ❑ Heatlok XT High Lift (s)2.23 Ibs/ft3 ICC-ES ESR-3824 (w)2.17 Ibs/ft3 ]CC-ES ESR-3883 ❑ Foam-Lok 2000-4G 2.0-2.2 Ibs/ft3 CCRR-1025 ❑ Foam-Lok 2000-3G 2.0-2.3 Ibs/ft3 ICC-ES ESR-4501 ❑ Foam-Lok 2000 2.0-2.3 Ibs/ft3 ]CC-ES ESR-2629 ❑ Proseal HFO 2.0 Ibs/ft3 CCRR-1108 ❑ Proseal LE 2.2 Ibs/ft3 ]CC-ES ESR-3500 ❑ Proseal 2.2 Ibs/ft3 ICC-ES ESR-3500 ❑ Heatlok Eco 2.0 Ibs/ft3 ICC-ES ESR-3198 Consult International Building Code, Chapter 26-Plastic and International Residential Code (]RC) R316 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s)has/have been installed in accordance with manu- facturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness" Vented Attic Floor Area R- At inches Unvented Attic/Under Roof Deck Insulation R- At inches Sloped Ceilings/Cathedral Ceilings R- At inches Walls(Location: ) R- At inches Walls (Location: ) R- At inches Floors(over an unheated crawl space) R- At inches Crawl Space Perimeter R- At inches Basement Walls R- 14 At 2 inches Other(Location: ) R- At inches **Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address: 15 Landing Greenport NY Date of Installation: 08/07/24 Building Contractor: Victor & Chrisanthi Tzannes HBS Contractor: Hudson Insulation of NY Phone: 347-7284184 Installed By: Adelson Castro / Jose Victor Garcia -Post Near Electrical Panel- 3315 E. JTSMAPi 00 •• BUILDING,SOLUTIONS IGNITIONALTERNATE •AAPPLICATION Maximum Thickness(in) Maximum Thickness(in) Intumescent Coating (Wall Cavities) (Underside of Roof) (Minimum Thickness) DC 315 5.5 11.5 4 wet mils (3 dry mils) Flame Seal IB 9.5 15 6 wet mils (3 dry mils) Room Corner Fire Testing COATING • Maximum Thickness(in) Maximum Thickness(in) Intumescent Coating (Wall Cavities) (Underside of Roof) (Minimum Thickness) DC 315 8.5 14 14 wet mils (9 dry mils) F10E 7.5 11.25 18 wet mils (12 dry mils) 8.5 14 No Burn Plus ThB 14 wet mils (9 dry mils) END USE • • (UNCOATED Minimum Thickness(in) Maximum Thickness(in) Wall Cavities 3 15 Underside of Roof 3 15 Material Shelf Life: Six(6)months when stored within recommended temperature range. Optimum hose pressure and temperature may vary as a function of the type of equipment, ambient and substrate conditions and the specific application.It is the responsibility of the applicator to properly interpret equipment technical literature, particularly information that relates acceptable combinations of gun chamber size,proportioner output and material pressures. •2:1 transfer pumps are recommended for material transfer from container to the proportioner. •CAUTION:Extreme care must betaken when removing and reinstalling drum transfer pumps so as NOT to reverse the"A"and"B"components. •Do not circulate or mix other suppliers'"A"or"B"component into FOAM-LOK containers. •The plural component proportioner must be capable of supplying each component within t 2%of the desired 1:1 mixing ratio by volume. PeriodHelpers,Ventilation Rate(Air Changes Per Hour) Informed,Trade Workers&Contractors • .. • At 20.0 ACH 1 Hour 4 Hours Thermal Barrier (RC and IBC codes require that SPF be separated from the interior of a building by an approved fifteen(15)minute thermal barrier,such as 1/2"gypsum wall board or equivalent,installed per manufacturer's instructions and corresponding code requirements.There are exceptions to the thermal barrier requirement:(1)Code authorities may approve coverings based on fire tests specific to the SPF application. For example, covering systems that success-fully pass large scale tests may be approved by code authorities in lieu of a thermal barrier;(2)SPF protected by 1"thick masonry does not need a thermal barrier.Certain materials that offer protection from ignition, called "ignition barriers," may not be considered as thermal barrier alternatives unless they comply with NFPA 286 or other similar full scale tests. Applicators should request test data and code body approvals or other written indications of acceptability under the code to be sure that the product selected offers code-compliant protections. Safety and Handling Respiratory protection is MANDATORY!Huntsman Building Solutions requires that supplied air and a full face.mask.be_used,during the application of any spray applied foam system.Contact Huntsman Building Solutions for a copy of the Model Respiratory Protection Program developed by CPI or visit their web site at www.polyure thane.org.Persons with known respiratory allergies should avoid exposure to the"A component.The"A"component contains reactive isocyanate groups.The materi- als must be handled and used with adequate ventilation.the vapors must not exceed the TLV(0.02 parts per millio r i ea sVbreathin vapors.Wear a NIOSH approved respirator.If inhalation of vapors occur,remove victim from contaminated area and administer ozyry r t s I c si ian' medi- ately.Avoid contact with skin,eyes,and clothing.Open containers carefully,allowing any pressure to be relieved sl y a ty I s and rubber gloves when handling or working with these materials.In case of eye contact,immediately flush with large a o nts of water for at least fifteen min t s. nsult a physician immediately. A U G 0 2024 Page 2 of 3 1!TJTR,DWG DFPT. TOWN �')FSO JTRopr'- In case of skin contact, wash area with soap and water. Wash clothes before reuse. Applicators should ensure the safety of the job site and construction personnel by posting appropriate signs warning that all"hot work"such as welding,soldering,and cutting with torches should take place no less than 35 feet from any exposed foam. If"hot work"must be performed all spray polyurethane foam should be covered with an appropriate fire or welder's blanket,and a fire watch should be provided. In Case of Spills or Leaks •Utilize appropriate personal protective equipment •Ventilate area to remove vapors •Contain and cover spilled material with a loose,absorbent material such as oil-dry,vermiculite,sawdust or Fuller's earth •Shovel absorbent waste material into proper waste containers •Wash the contaminated areas thoroughly with hot,soapy water •Report sizable spills to proper environmental agencies In Case of Fire Extinguishing Media:Dry chemical extinguishers such as mono ammonium phosphate,potassium sulfate,and potassium chloride.Additionally,carbon dioxide,high expansion(proteinic)chemical foam,or water spray for large fires. Positive pressure ventilation of the work area is recommended to minimize the accumulation of vapors in the work area during the application.Improper application techniques of this foam system must be avoided.This includes excessive thickness,off ratio material,and spraying into rising foam.The potential results of improperly applied materials may include but is not limited to excessive heat build-up,and may result in a fire or offensive odors which may not dissipate with time and/or poor product performance due to improper density of the applied material.Large masses of sprayed materials should be avoided.When large masses are generated they should be removed from the area,cut into small pieces and allowed to cool before disposal.Failure to follow this recommendation may result in a fire.It is recommended that a fire extinguisher be located in an easily accessible portion of the work area. DISCLAIMER The data presented herein is not intended for use by non-professional applicators,or those persons who do not purchase or utilize this product in the normal course of their business.The potential user must perform any pertinent tests in order to determine the product's performance and suitability in the intended application,since final determination of fitness of the product for any particular use is the responsibility of the buyer. All guarantees and warranties as to products supplied by Huntsman Building Solutions shall have only those guarantees and warranties expressed in writing by the manufacturer.The buyers sole remedy as to any material claims will be against the applicator of the product.The aforementioned data on this product is to be used as a guide and is subject to change without notice.The information herein is believed to be reliable,but unknown risks may be present.NO WARRANTIES,EXPRESSED OR IMPLIED,INCLUDING PATENT WARRANTIES OR WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE,ARE MADE BY HUNTSMAN BUILDING SOLUTIONS WITH RESPECT TO OUR PRODUCTS OR INFORMATION SET FORTH HEREIN. To the best of our knowledge,the technical data contained herein is true and accurate at the date of issuance and is subject to change without prior notice.User must contact Huntsman Building Solutions to verify correctness before specifying or ordering.No guarantee of accuracy is given or implied.We guarantee our products to conform to Huntsman Building Solutions quality control.We assume no responsibility for coverage,performance or injuries resulting from use. Copyright©2020 Huntsman Building Solutions All rights reserved.Huntsman Building SolutionsTM and FOAM-LOKTM are trademarks of Huntsman Building Solutions in the US and other countries. CODE COMPLIANCE ETA US ��C Intertek AUG 202024 J BUILDENTC.DE-kr 870, 7 Curd-B J7A 3315 E.Division Street HUNTSMAN Page 3 Of 3 Boisbriand,CC, G 2A Arlington,TX 76011 AN:20.00189 REV:1 1.08.22 Te16phone:450 437 0123(866 437 0223) Phone(817)640-4900 Fax(817)633-2000 BUILDING SOLUTIONS Fax:450 437-2338 www.huntsmanbuildingsolutions.com HUMTSMARI BUILDING SOLUTIONSID 1S 5 A U G 2 0 2024 ICC-ES ESR-2847 ]DUE DING G DEPT. CCRR-1091 TOWN-0F SOUTRO - In I Product Use and Design FOAM-LOKTm 500 is an open-cell spray applied foam,which when installed following application gtl FOAM-LOK 500 provides superior energy economy and durability while significantly reducing unmarraycv �,o-a.,u- .. product allowing for 1 hour job site reentry and 4 hour job site re-occupancy at applicable ventilation rates. FOAM-LOK 500 forms a completely sealed air barrier in wall cavities and can be used to fill stud wall construction in a single application.Its performance is superior to commonly used fiber-glass batt or blown-in insulation.It adheres well to most building materials and will provide a continuous barrier against air infiltration for the life of the building.As a component of a"systems"approach to proper building envelope construction in both residential and commercial construction, FOAM-LOK 500 provides exceptional performance in reducing heat transfer. Recommended Product Applications •Walls •Attics •Floors •Crawl Spaces •Ceilings •Vaulted or Cathedral Ceilings PHYSICAL PROPERTIES Properties Test Method/Requirements Value Aged"R"Value ASTM C 518 (ESR:2847) R-Value at 1 inch:3.9 Core Density ASTM D 1622 Nominal 0.5 pcf Open-Cell Content ASTM D 2856 >94% Tensile Strength ASTM D 1623 3 psi Air Permanence ASTM E 283 <0.02 Vs•mz at 3.5 inches Dimensional Stability 28 days at 158'F,97%RH ASTM D 2126 3% Moisture Vapor Transmission ASTM E-96 1" 22 Perms 1 2"-15 Perms ASTM Method E84 Class I Flame Spread <25 Smoke Development <450 ASTM E-119 1 Hour Non Load Bearing Wall-Wood or Steel* 2 Hour Load Bearing Wall-Wood* *contact HBS Engineering team for exact assembly P.rocessi`g Deeign�a®ion FOAM-LOK 500 Ambient Temperature 20°F-120°F(-6-49°C) Equipment Static Pressure 1,100-1,500 psi Preheat Temperature(A&B/Hose) 130°F-140°F(54-6o°C) Drum Preheat Temperature(prior to use) 65°F-85°F(18-29°C) Drum Storage Temperature(warehouse) 50°F-90°F(10-32°C) Page 1 of 3 f r M1 ♦ > • �; �J k t.' dot. t l f l J two n � yy X �jkr,01 r 1 .ti � •ate, ..t' �' '_c L y; k r. tR2 a W„�ri e. • T ` „15L ik r ' Ley Ilk at Iiie IT NIL ap Av, - s �.. a._ - �•�� ,�.\ � .1' \ _ -�` �._-.......__-�_.--ram�';�I � ,��'�,✓ 4' ..:16'^ _ N t t • r - or '4 +N Y ' �` • 1 - n �(' �, y,�„l:-s��....�c„.L«".,,Sy;...;yr ..,`4.'.' -� ,'.'W .,,mc�a'um15:.+�� •��;,f • 'can,:: _. � _ I , w e • I Jvy M. x. , 1401 "Al oil r r V.u- - Z 1 ' ti y r ' 1. _ '•� VW� v-1-P .1 r r n. •• •. s __ _ ✓ 4-. .0 KA.t 14, . f Y �4 h �w a u z 19� lk trrli c IN r _ �, ,fi►�-.�/,,,,t-_—'_ may. ,� �,/`rA� 'A, w Y+ y SQL � !y'�►�r"ei� �,� � + `�.„ ay '. r t , yx w• ' •i y r �..T- aQ7 '' i "Al v� a 1..:{Y` 4� �-.R��.._y y:�-.o` �•t'r e'er'-�` _ AL WO .r !y� � '�•. +Lt � .,�.j 'stX.`:+fit �, r '��7tpp�p7��,��'.�r-- i...it D, -J .., _ r 'S♦ Y r, Y w YwtGy No a- a t��ti -•u� j itla ` .�Ilk �, �►nw� .•{►aa,1��` 'V T_�. ,� ♦' '�- •'i� �>.�v" .rly( f� `'�..r t �'Y _ �.' i+ '' 1 IN c , J y • t l 1 ` r • y, ,v w �q - r r � 4 �� ' — .. 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TOWN OF SOUHOLD y is I' f v fir" „/rl J f Nan ML > > 77 as- 71 -� All 3 y . r, ._ . �' � �: �_ � �.. �a.. . #' �� , I �_: r� y�. - _ .. �� `. . .� �-�-V J � .,��_ � ,.y _ _1, . ,l,t._•_ ..:. _ r ... •�.. ..,� � � - _ _ � - f �� a: 5. �f �y _-,r ?p S � AE F e ' a� �z- '' d ,�`�� r ` '� s �_. ,;�� r s ..`c �_ l a i 'r _.w- may.�-� ,.a..r.r.�r�.w.�....t-r�.r,..� r . _ G u7 x'. S F � f A i i �Ys4'4 ,�`{. �V ,s 3 y;<. i ^-c. R -_� ♦ S ,` wit :.2 -'! SN': ` hk:: s h ' Y1 we a .K b»v • dM AP- �j Fir f r=•_ ��, �_ �� r< ..- -.� '"7}}��" _,fir ,�• -ti _ i � � f � ` � \ ~ '� t i � • -�. . �� 1� ..�_- _#._ � r ...:L•�1 f s t -&: ,D INSPECTION REPORT DATE COMMENTS vq I wv FOUNDATION (IST) --- ------ ------ ------------------------------------ ........ cn FOUNDATION (2ND) ROUGH FRAMING& PLUMBING (IAI op/ INSULATION PER N. Y. STATE ENERGY CODE ----------- J99 FINAL ADDITIONAL COMMENTS 14174 I e-4-v, /oloal+3 ------------------- --------------- 0 Ir ----------- .......... FCC ------------- ----------- o�fiS FF0 K o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT sa Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0 golf Telephone (631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only DEC EUVE PERMIT NO. I I� Building Inspector:—J&� OCT Applications and forms must be filled out in their entirety.Incomplete applications,will not be accepted: Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed: Town of Southold Date: OWNER(S)OF PROPERTY: Name: — SCTM#R NOT 1000- Project Address: i1.J L.f >`(d� .L�4�(�_ Phone#: Email: . 4LWLWEP,.@.__ : cad_, Cor"1 Mailing Address yq.-3(o 51 AVE. L-t7-TL-F-- jV,f-5GtL NY. /13G& CONTACT PERSON: Name: 2>1EC IT 14,c.__- Mailing Address Z 6 .. .. ....._. ._...._" , -��.._�u4ccsiti (.N� Phone#: G (—_y32,- ®c� .. Email: 1)L444 a .WET-. . DESIGN PROFESSIONAL INFORMATION: Name: Cr�i _ _ 1J�Sl. 14 _..../�SSIX, i+LC_ Mailing Address: Z(o!' - -TPV&M I F 1-14 Phone#: l - Lf 33-4 6 f3 Lf Email: SS;,� q, — .)L d wr .Nam%. CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION OgNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estim ted Cost of Project: ❑Other s. Will the lot be re-graded? Byes ❑No Will excess fill be removed from premises? ❑Yes 544o 1 r . PROPERTY INFORMATION' Existing use of property: RS S,vc' Rom-1 1 1 Intended use of property: (�F �� q,ni�l _. - Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 0-Yes ❑No IF YES, PROVIDE A COPY. P`Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. Application Submitted By(print name): - ll D, KI=N L ;!Ir4uthorized Agent ❑Owner Signature of Applicant: Date STATE OF NEW YORK) SS: COUNTY OF '60FN-IC- ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Ay 15� i (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of—Nj0tkM19CR ,20 LJ 4natw 0< (A-uo-'A (Y'otary Public TRACEY L.9WYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 OI.IALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMIASSION EXPIRES JUNE 30,20k2& 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 i j I Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I i I j 1, Chrisanthi Tzannes residing at 249-36 57th Ave. (Print property owner's name) (Mailing Address) Little Neck, NY 11362 do hereby authorize Brett Kehl (Agent) to apply on my behalf to the Southold Building Department. 10/4/23 (Owner's Signatur (Date) Chrisanthi Tzannes (Print Owner's Name) Town Hall Annex Telephone(631)765-1802 54375 Main Road a Fax(631)765-9502 P.O. Box 1179 h Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPECONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: A z}4NrtI✓S Location of Property: /5 LANA iN q L`{-M E , C,,�rz�,�� N ,,( 1 (?qY 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) X Timber construction (TC) in the following location(s) (check applicable line): �C Floor framing, including girders and beams (F) �( Roof framing (R) X Floor and roof framing (FR) Signature: . Name (person submitVngthis form): iA�T Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 �Og�ff it7-t BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o ` Town Hall Annex- 54375 Main Road - PO Box 1179 1 "z r Southold, New York 11971-0959 ® Telephone (631) 765-1802 - FAX (631) 765-9502 O 1 �o a jamesh(�-sot9tholdtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 1/4/2024 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897ME Elec. email:pburns1106@gamil.com Elec. Phone No: 631-365-4735 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 106 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Tzannes Address: 15 Landing Lane Greenport Cross Street: Manhanset Ave Phone No.: Bldg.Permit#: 49975 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire house, istall underground service Square Footage: 12200 Circle All That Apply: 4/��7 Is job ready for inspection?: YES❑✓ NO Rough In Fin l Do you need a Temp Certificate?: R] YES❑ NO Issued On at Temp Information: (All information required) Service SizeR1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# E New Service[-]Fire ReconnectOFlood Reconnect[]Service Reconnect[]Underground Doverhead # Underground Laterals Ell 02 ✓ H Frame M Pole Work done on Service? PI Y FIN Additional Information: Service run to H frame for temporary power PAYMENT DUE WITH APPLICATION l 1 14 I.2 c f 'P aA*8( 1/'ec lb(o3i�3 BUILDING DEPARTMENT-Electrical Inspector H TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631) 765-1802J. Temporary Certificate # A00"7 Date J&PI (xa✓ 202'q Customer Name zAnres Electrician Name Address 16' j.4N,41,r► Lahr &v-4enj00%r+}— Phone - 47-bS— e-mail e-mail bar t7 0(0 co wc,u 1. Gew, Phone License# 3 g g-7 v"C- Size 1200 A Phase 1 Overhead Underground #of Meters 1 Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y Y 5 Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid ays a date above. Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 `n Southold, New York 11971-0959 o� Telephone (631) 765-1802 - FAX (631) 765-9502 larnesh(c�southoi_dtownny.gov -� seand(a�southoldtownny:clov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/4/2024 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897ME Elec. email:pburns1106@gamil.com Elec. Phone No: 631-365-4735 ED I request an email copy of Certificate of Compliance Elec. Address.: PO Box 106 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Tzannes Address: 15 Landing Lane Greenport Cross Street: Manhanset Ave Phone No.: Bldg.Permit#: 49975 email: Tax Map District: 1000 Section: Block: Lot: . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire house, istall underground service Square Footage: 12200 Circle All That Apply: , Is job ready for inspection?: YES❑✓ NO Rough In �� Fin Do you need a Temp Certificate?: YES 0 NO Issued On Id- / 2 Temp Information: (All information required) Service Size[—V11 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# []✓ New Service[]Fire Reconnect[]Flood Reconnect[]Service ReconnectEUnderground Eloverhead # Underground Laterals 1 2 ✓ H Frame Pole Work done on Service? ✓ Y N Additional Information: Service run to H frame for temporary power PAYMENT DUE WITH APPLICATION I 1 14)2 c f oLt7o( J 20v 0 PERMIT# Address: Switches - c Outlets GFI's C 1 Surface f Sconces H H's -1 UC Lts � JFriclge HW : POOLGPanel Fans Mini Fr. W/D Pump Exhaust 0venS-C A� Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat - Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc ,,.,b„ Coto P n i� ;+ Blower Col„ 0 Co,okto J!:n �plit , � l A l A e Hood Blower Service Amps� b Have go Used z_ Sub Amps job Have Used Comments ' DVOCATE°S ABSTRACT, INC. Issuing policies o/ Apstewart Title No. ADV-10317-S SINGLE & SEPARATE SEARCH STATE OF NEW YORK) . ss.. COUNTY OF SUFFOLK) STEPHEN M. RICHARDSON,being duly sworn, deposes and says: That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company, and has had a search made,under his direction,of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 043.00 Block: 04.00 Lot: 012.000 That such search includes a chain of title as to the premises and all of the adjoining lots. That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100 ($25,000.00)Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABSTRACT, INC.,as Agent for Stewart Title Insurance Company BY: Sworn to before me this Stephen M. Richardson, President _-- 5''day of April, 2022. KAREN L RICHARDSON NOTARY PUBLIC.Stato Of HWY@& 0111114837291 1 Cuffed In Sutioikc au COMMISSlort Expiras 3 Ipwa 6302 Route 25A - Wading River, NY 11792 631-929-6686 ^ 631-929-3708 fax i; i .' SUBJECT PREMISES: 1000-043.00-04.00-012.000 ,t Herbert L. Fordham Dated: 04/23/1903 to Rec'd: 05/12/1903 Inez L. Fordham Liber: 539 Page: 3 (Premises and more) Inez Forham died on 10/21/1957. Austin L. Davidson, as Sole Devisee under Dated: 12/21/1960 the Last Will and Testament of Inez Fordham Rec'd: 01/30/1961 to Liber: 4941 Page: 215 Christ Stratakis, Steve Moraitis and (Premises and more) Emanuel Moraitis Map of Sterling Homes Filed on 08/25/1966, Map#4709. Christ Stratakis, Steve Moraitis and Dated: 09/21/1966 Emanuel Moraitis Rec'd: 09/28/1966 to Liber: 6041 Page: 72 John Retos and (Subject Premises) Diana Retos John Retos died on 12/18/1979. Diana Retos Dated: 12/05/2003 to Rec'd: 02/27/2004 Debbie Socaris, as Trustee of the Diana Retos Liber: 12303 Page: 979 Family Trust dated 12/05/03 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT,INC. BY: S;� '` ^ STEPHEN M. RICHARDSON Sworn to before me this 5`'day of April, 2022. � - , Page 2 of 6 KAREN L.RICHARDSON NOTARY PUBLIC,State of Ne'w YO& 09R94837299 .Qualified in Suf, 1k C nu Commission-Expires-t� �3 f .y trl _1? rr j PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-043.00-04.00-018.000 ff C Charles Bumble Dated: 04/18/1957 to Rec'd: 04/19/1957 Anna Bumble Liber: 4289 Page: 348 Anna Bumble Dated: 04/05/1961 to Rec'd: 04/07/1961 Helen Anne Thompson Liber: 4968 Page: 125 Grover R. Thompson, Individually and as Dated: 08/17/1972 Executor of the Last Will and Testament of Rec'd: 08/23/1972 Helen Ann Thompson and Mary Jeanne Liber: 7225 Page: 470 Thompson Rock to Alex Martakis and Timothy J.Ford, as Joint Tenants with Right of Survivorship Alex Martakis and Dated: 10/31/1977 Timothy J.FIood Rec'd: 11/18/1977 to Liber: 8345 Page: 424 Alex Martakis Alex Martakis Dated: 11/08/1983 to Rec'd: 11/29/1983 .Alex Martakis and Liber: 9466 Page: 181 Eileen Martakis, ux. Continued..... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 5"day of April, 2022. Page 3 of 6 KAREN L.RICHARDSON NOTARY PUBLIC,State of New York Q1R14837291 Qualified in ell,3olii un Commission Expires �r t . i air [Th< Continuation 1000-043.00-04.00-018.000 r Alex Martakis and Dated: 03/17/1984 Eileen Martakis Rec'd: 04/04/1984 to Liber: 9539 Page: 94 Eileen Martakis Eileen Martakis Dated: 11/23/1988 to Rec'd: 12/29/1988 Emanuel Tzannes Liber: 10766 Page: 178 Emanuel Tzannes Dated: 04/02/2004 to Rec'd: 04/20/2004 Emanuel Tzannes and Liber: 12314 Page: 533 Koralia Tzannes, ux. Emanuel Tzannes, as Surviving Tenant Dated: 04/01/2021 by the Entirety of Koralia Tzannes,who Rec'd: 05/14/2021 died on 02/26/2021 Liber: 13104 Page: 495 to Emanuel Tzannes (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT,INC. C A BY: � STEPHEN M. RICHARDSON Sworn to before me this 5th of April, 2022. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in-Suffolk C unity Commission Explres 5 C Oa3 Page 4 of 6 F� %!P+ PREMISES AIDJ®INING SOUTH OF SUBJECT-PREMISES: 1000-043.00-04.00-013.000 Herbert L. Fordham Dated: 04/23/1903 to Rec'd: 05/12/1903 Inez L.Fordham Liber: 539 Page: 3 (Premises and more) Inez Forham died on 10/21/1957. Austin L. Davidson, as Sole Devisee under Dated: 12/21/1960 the Last Will and Testament of Inez Fordham Rec'd: 01/30/1961 to Liber: 4941 Page: 215 Christ Stratakis, Steve Moraitis and (Premises and more) Emanuel Moraitis Map of Sterling Homes Filed on 08/25/1966,Map#4709. Christ Stratakis, Steve Moraitis and Dated: 09/21/1966 Emanuel Moraitis Rec'd: 09/28/1966 to Liber: 6041 Page: 72 John Retos and (Subject Premises) Diana Retos John Retos died on 12/18/1979. Diana Retos Dated: 12/05/2003 to Rec'd: 02/27/2004 Debbie Socaris, as Trustee of the Diana Retos Liber: 12303 Page: 978 Family Trust dated 12/05/03 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN A RICHARDSON - Sworn to before me this 5th day of April,2022. Page 5 of 6 V%REN L.RICr ARDSON NOTARY PUBLIC,State of Nev Ytaiti 01rRI4837291 Oussio d; u'r:'al,vl uni Commission rJ , . M ri. P, J_vJY^. PREMISES ADJOINING NORTH OF SUBJECT PREMISES: MANHANSET AVENUE PREMISES ADJOINING WEST OF SUBJECT PREMISES: LANDING LANE Dated:April 5, 2022. ADVOCATE'S ABSTRACT,INC. BY: 5�t STEPHEN M. RICH.ARDSON Sworn to before me this 5th day of April, 2022. C IL KAREN..L.RICHARDSONI NOTARY PUBLIC,State of 5Neve-Yo;K 01R14337299 Qualified ir,Suffolk unty. i,ommission Page 6 of 6 Dwyer, Tracey From: Glew, Claire Sent: Tuesday, October 17, 2023 11:19 AM To: Dwyer,Tracey Subject: RE:suffolk county filing for single and separate Tracey, There were two deeds filed one on each of the parcels for 43.-4-12 & 13 dated 11/15/2022 L13183 P586& L13183 P585. However you should check.with the ZBA to see if the deeds have been reviewed and approved by their department. C %4a rel aLemr Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov From: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Sent:Tuesday, October 17,2023 10:46 AM To: Glew, Claire<Claire.Glees@town.southold.ny.us> Subject:suffolk county filing for single and separate Clair, Do you have documentation that the applicant filed with the county for single and separate lots 1000-43.-4-12 & 1000- 43.-4-13 as approved and required by the ZBA? Thank you,Tracey 1 BOARD MEMBERS = _ Southold Town Hall Leslie Kanes Weisman,Chairperson a 53095 Main Road P.O.Box 1179 Patricia Acampora ;Y >k , t=;� k Southold,NY 11971-0959 a. y Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. `= 54375 Main Road(at Youngs Avenue) -,,} `.r' Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OLD SOUTHOILD Tel.(63I)765-1809 October 25,2022 Patricia Moore Attorney at Law 51020 Main Road Southold,NY 11971 Re: ZBA#7689, Socaris 15 Landing Lane, Greenport SCTM No. 1000-43-4-12 Dear Mrs. Moore; Enclosed is a copy of the Waiver of Merger determination,by the Zoning Board of Appeals, rendered on October 20, 2022. Please be advised that proof that waiver of merger is affected by way of a recorded deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SCTM#1000-43-4-12 shall be provided to the ZBA within 2 years of the date of this decision. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the nullification of the approved of the waiver of lot merger granted herein,and require a new application with public hearing before the Board of Appeals Please be sure to follow-up with the Building Department for the next step in the zoning review/application process. Before commencing any construction activities,a building permit and other agency approvals are necessary. Sincerely, Kim L. Fuentes Board Assistant - Enc. cc: Building Department rt, 1'. 4r' PREMISES ADJOINING EAST OF SUBJECT PREMISES: ' 1000-043.00-04.00-021.000 Charles Bumble Dated: 06/05/1956 to Rec'd: 06/07/1956 Laurence LaVeglia Liber: 4124 Page: 262 (Subject Premises) Lawrence A. LaVeglia Dated: 09/07/2001 a/k/a Laurence A. LaVeglia Rec'd: 12/04/2001 to Liber: 12156 Page:485 Lawrence M. LaVeglia and (Premises and more) Michael A.LaVeglia Subject to a Life Estate for Lawrence A. LaVeglia Lawrence M. LaVeglia, Michael A. LaVeglia and Dated: 04/19/2007 Lawrence A. LaVeglia a/k/a Laurence A. LaVeglia Rec'd: 05/10/2007 to Liber: 12504 Page: 614 Sonja M. Reinholt and (Premises and more) Andrew Derr, as Joint Tenants with Right of Survivorship Sonja M. Reinholt and Dated: 08/05/2015 Andrew Derr Rec'd: 08/14/2015 to Liber: 12827 Page: 999 Sand City Partners LLC (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT,INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 5th day of April, 2022. Page 8 of o t BOARD MEMBERS = _ - Southold Town Hatt Leslie Kanes Weisman,Chairperson 53095 Main Road o P.O. Box 1179 - = Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town AnnexlFirst Floor. yF, Robert Lehnert,Jr. 54375 Main Road(at Youngs.Avenue) Nicholas Planamento _ .1 : .}•:,.•."A...... Southold, NY 11971 http://southg D OF APPEALS RECEIVED rpp, AOWl'V OF SOU HOLD - - . Tel.(631) 765-1809 � Southold Town Clerk FINDINGS,GS, DELIBERATIONS A IONS AND DETE SNTIiVATION MEETING OF OCTOBER 20, 2022 Z.BA Application No.: +7689 Applicants/Owners: Debbie Socaris,Trustee of Diana Retos Family 'Trust Property Location: 15 Landing Lane, Greenport, NY 11944 SCTM: 1000-43-4-12 and 1000-43-4-13 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of .Actions; without further requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23. and the Suffolk County Department of Planning issued its reply dated June 22,2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LARP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSlpl$$Z PTION: The subject non-conforming, 12,739.27 square feet, .29 acre corner, rectangular shaped parcel, known as Lot 12 of Sterling Homes Subdivision (SCTM: 1000-43-4-12) located in the R-40 Zoning District measures 130 feet along Landing Lane, then runs east 121.26 feet along Manhanset Avenue, then runs south 91.55 feet along a residentially developed lot to the east, then returns 115 feet west towards the roadway, along an undeveloped and vacant lot to the south, subject of this waiver of merger application, known as Lot 1') of Sterling Homes subdivision (SCTM: 1000-43-4-13). Lot 13 is a non- conforming, 12,650 square feet, .29 acre rectangular shaped parcel, located in the R-40 Zoning District and measures 110 feet along Landing Lane, then runs east 115 feet along an undeveloped and vacant lot to the north, subject of this waiver of merger application, known as Lot 12 of Sterling Homes subdivision (SCTM: 1000-43-4-12), then runs south 110 feet along two residentially developed tots to the east and returns 115 feet west to the roadway. Both lots are vacant of any improvements and in their natural wooded state as shown on the survey prepared by Joshua R. Wicks, Licensed Land Surveyor and dated April 4, 2022. wy Page 2, October 20,2022 97689, Socaris SCTM No. 1000-43-4-12 and 1000-43-4-13 Y ^ BASIS OF APPLICATION: Request for a Lot Waiver under Section 280-11 to unmerge a vacant land area of 12,739.27 square feet (CTM: 43-4-12) from an adjacent land area of 12,650 square feet (CTM: 43-4-13)1 based on the Building Inspector's Notice of Disapproval pursuant to Section 280-10, determining the properties have been merged. "A non-conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50)feet or more in distance. Non-conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements, minimum 40,000 sq. ft. in the R-40 Residential Zoning District; located, at 15 Landing Lane,Greenport,NY. SCTM Nos. 1000-43-4-12 and 1000-43-4-13. ADDITIONAL INFORMATION: The applicant's agent offered testimony that.the property owner's family acquired, the lots on September 21, 1966. The agent added that the two lots were acquired with the intent to either develop them independently or to sell them, individually,at a future date as an investment. The applicant has continuously owned the subject premises since prior to the merger law went into effect. The applicant submitted as evidence, supporting their waiver of merger application, a copy of the original subdivision map entitled Map of Sterling Homes At Greenport, dated and filed with the Suffolk County Clerk's Office, August 25, 1966 as Map number 4709 (Lots 12 and 13); individual surveys, each dated April 4, 2022, b- Joshua R. Wicks; Licensed Land Surveyor; individual Town of Southold Assessor's Property Cards; current deeds; original deeds; notarized Single & Separate Search for each lot and adjacent lots; and copy of individual tax bills. Furthermore, the applicant's agent illustrated that the lot conforms to the original Sterling Homes subdivision and is similar in lot size to 17 lots in the subdivision and general area and also offered several Waiver of Merger applications in the immediate area where relief was granted, including ZBA prior decisions 4 4432, #3827. and #2163. Sterling Homes subdivision appears on the Exemption List, §100-12 of the Town code so the merger occurred after 1997 when the list was rescinded No member of the public or an immediate neighbor spoke in favor of or against this application. However, a neighbor attended the public hearing to offer support. FINDINGS OF FACT/ REASONS FOR BOARD ACTI0N: The standard for the granting of a waiver of merger are contained in Section 290-11 of the Town Code. Sections 280-11(A) and(B) require that the Board engage in a two-prong test before granting a waiver of merger. Pursuant to Section 280-1 1(A) the Board must determine whether the lot proposed to be recognized has been transferred to an unrelated person or entity since the time the merger was affected. If the lot has been transferred to an unrelated person, the lot is not eligible for a waiver of merger. Pursuant to Section 280-11 (B), if the lot has not been transferred to an unrelated person,the Board must engage in a balancing test of 3 factors to determine whether the lot is eligible for a waiver of merger, namely, whether(1)the proposed waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood, (2)the lot proposed to be recognized is vacant and has historically been - treated and maintained as a separate and independent residential lot since the date of its original creation, and (3) the proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district. Page 3,October 20, 2022 #7689, Socaris X SCTM No. 1000-43-4-12 and 1000-43-4-13 J�! Ir, The Zoning Board of Appeals held a public hearing on this application on October 6, 2022, at which time ij written and oral evidence were presented. 7 Pursuant to § 280-11(A)the Applicant has submitted documentation, to the satisfaction of the Board that there have been no transfers of ownership of the lot outside the family since the time merger was affected. Consequently, the lot is eligible for a waiver of merger. V Pursuant to §280-1 1(B), the Zoning Board finds that: (1) The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because Sterling Homes subdivision was created and map#4709 was filed with the Suffolk County Clerk's Office on August 25, 1966 and Sterling Homes subdivision appears on the Exemption List, §100-12 of the Town code and that the ownership has not changed since acquisition, September 21, 1966. (2) The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation because it is currently vacant, unimproved in any way and fully wooded in its natural state. (3) The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because the subject, recognized, lots(SCTM: 1000-43-4-12 & 13) conform to the original subdivision,are substantially larger than surrounding lots and public water is available. Furthermore, the applicant is required to install an I/A wastewater treatment system if/when the lot is developed with a single-family residence. which is, environmentally beneficial to the community. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11,motion was offered by Member Planamento; seconded by Chairperson Weisman, and duly carried to GRANT the waiver of merger as applied, recognizing the individual lots known as Suffolk County Tax Map 91000-43-4-12 & 91000-43-4-13, as shown on the individual surveys prepared by Joshua R. Wicks, Licensed Land Surveyor and dated April 4, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Proof that waiver of merger is affected by way of a recorded deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SCTM 1000-43-4-12 &41000-43-4-13 be provided to the ZBA within 2 years of the date of this decision. Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. 2. When developed the individual or entity building a single-family dwelling on either lot,shall install a Suffolk County Board of Health approved Innovative Alternative Onsite Wastewater Treatment System (I/A OWTS). 3. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. Page 4. 0ombcr2O'I0Z2 |/ 97689. Socans SCTM No. 100843-4'12uod 1000-434'13 Vote of the Board: Ayes: Members &uunnpnna, Dunteu, Lnhncrt, P\unumouto, Chairperson Weisman. This � Resolution was duly adopted (5-0). -Leslie Kanes f Weisman, Chair-person Approved / � ' forfiling / � /��/ /2022 �� April 7, 2025 Chrisanthi Tzannes D 249-36 57th Ave. APR 1 Q U Little Neck, NY 11362 2025 (718)490-3666 Boding Department Town Of Southold Town of Southold Building Department P.O. Box 1179 Southold, NY 11971 RE: Request for Extension of Building Permit#49975 SCTM#1000-43-04-012 To Whom It May Concern: I am writing to respectfully request a 6-month extension on our Building Permit for 15 Landing Lane, Greenport, NY which is currently set to expire on May 2, 2025. We are 95%complete; Due to unforeseen financial difficulties,we are currently unable to meet the necessary requirements to proceed as originally scheduled. If you grant this extension, can you please mail the permit to: Attn: Chrisanthi Tzannes 249-36 57th Ave. Little Neck, NY 11362 Thank you for your understanding and support in this matter. Sincerely, Chrisanthi Tzanne JOSHUA R. WICKS P .L.- SURVEYED BY:I.R.W. DRAWN BY:JAN. JOB NO.:IRV✓z2-oi�S Cot 14-'h-Lip or P.O. BOX 5. Sterling Homes Center Moriches, N.Y. 11034 7oshua"T'icks®gmail.com !il�cl:4rar=f 25,IQo'o -Ni /!a• q'Qp 0631-405-8108 GRAPHIC SCALE 0 1 raor 2 jeoj ±3� Ck''r-A'P0N,, rOWN 0�:0U17:0 p r r fiillI h1-W}0M c;) SlIr�01.K COi Suffolk G., l&j, Tax Map No.; i000-o-15.00-04.oo-012 o00 "''1 41 1 YY S S8o3 <, 7,2 . 1 AIL Iej \4 i q C) 0 W 5'PVC FE. 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A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTALAND EIGHTEEN(1B)NCHESVERTICALIS -I 70 5 00" 5.00 98 OFIS R g_0y, O (D 8,-„y TO BE MANTANEDBETREEN WATER LINES,STO ADRLHAGEANORDRSANITARY LINES OR J cJ ii {'-1f' 1'-11' "i A STRUCFURES. PROPOSEOYAFWICLEANU A IA /3 &'-1= ' WASTEWAIERTREA1EfEM 7TEST 4 NF4TA 8. THE CONTRACTOR SHALL BE RESPONBBE FO3 SECIIRINGALLNECESMY PERMR6 BEFORE SYSTEM MOD¢CF147 NOLE PROPOSED WAIERSEILVCE COMMENCNGN'ORK AR U"E VACANT WIC MEOU 0 COUNTYALL VSTATTE D FEDERAL LAWS.CODBLEMATERALAN DEBRIS ESAND BE DISPOSED ORDNANC S.CONTRACTOR SHALL BETOWN, RESPONSELE FOR DEPOSING OF ALL UNSUITABLE MATERMLS OFFSITE.DEBRIS SHALL NOT BE PROPOSED ELECTKC'ERVICETO BE JI CLEANUSACONTROLPAN¢ AIION ASSDABLy Cm28 T�I s TBI BUREDOMSITE. N CONDUIT FUJICLEANUSAMACR'AIRBLDWERTOBE Ne��____-o` -____7�____---__i ------- PLACED N NSTPI.LEDONACP.GSLABANDTOBEHAROWNED 0.v b7. ALL PRECAST 67MCTURESSHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR SNOLEFAMILYRESIDENCES TO CONTROL PANEL(SEE DETAIL THE SXEET) Fu)Clee USA rI�„eRAep "'&"1°' TELPERATUREAND SHRINKAGE,TRANSPORT,AND TO AI.LOWTHESIRUCTURE TO WITHSTAND CONNECTEDTOPUBLC WATER SECTION A-A VIEW AYSHTO H.20 LOADING ATTHE COVER CONDITIONS SHONNON THE PLANS. SECTIONS-B VIEW CEN-7 uv 6. ALL WCCRET�TSTRUCNRE65NALBE MANUFACTURED NTM4000 SII28 DAY STRENGTH SITE PLAN SiruchualD3awing SCALE:t'•30'47 9. SIN" APETOBESDR45PVCORASSPECIBEDONPVNS. 10. DURING CINSTRUCTION,SO&ONAN06EDIKEWCONIROLMEASURESTOSEUTBDEDAS CONTROL PANEL WIRING DIAGRAM P.1 NECESSARYTOPREVENT XETRNSPORTOF SEDIMENTTO OFFSITE ARM.PONDS, °RAIKA E INLETS,ETC,THE MTHMSAND MATERLALSEMPL°YED IN THE INSTALLATION AND MAIN 1E"ANCE OF ERO&M CONTROL MEASURER SHALL CONFOR/TO-ENEW YOM PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL CONNECTIONS. GUIDELINES EO ES FOR EROSION AND SMENT CONTROL'. (A COPY OF THIS DIAGRAMIS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE). It. ALLSACau6HALLBESELECFGPANULARMATERw MMPACTEOT096%MAXIMUMDMVW AT THE OPTIMUM MOISTURE CONTENT,AS OETERMNED BY STANDARD PROCTOR TEST. PLEASE NOTE:THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH A TIMER ORT(MUNG DEVICE.PLEASE 1z LOTARFA t2.739275.F. CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARMICONTROLLER UPGRADE OPTIONS. 13. THERE ARE NO WELLS WITHIN I57 OF THE PROPERTY. Paq R.ml e7s0 9B iDTCI[LD 14 IIHIB a ANTI-BUOYANCY ,--y ❑ ❑ ❑ o ❑ o; Ineml CALCULATIONS /CONCRETE , L LEI-- -T----,---I----,---a�---�- - - - --- - --- _ - _. - ! I L I I , 1 1 1 I L I I DEADMAN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I L1 v�i I sales WATER: 7A82 GAUCF 634 LBXTAL M4 LEVCF I " A L O 1 1 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A CONCRETE DRY:150 LSCF SUBMERCEDNET:B78LB'CF I L�-�--� mns SOL DRY:IWISCF SATUPATED:117 LBCF NET.0LEV ' I N ° I SINGLE FAMILY RESIDENCE ONLY iR NCH WITINTSSSTEEL 1 eoitou WW iOPvpn �� RN CB.BLE WITH THREADED HIGHEST EXPELiEDGR011NDNATEREL 2A L------- -_--)♦-_-_-f11P 7lbsr I BRANCH C(RCIII PMIECBDX DYf%OAD PROTECDON --- - NBq EY¢ET EN0.9 Loop ovER I ) 1 I TAD UMN 06CC4LYECi Bf OTHERS PaYLoxm'D-Box - p5°EB" TANKANDSECU To SOTT°Y OF TANK EL 12 I ( I781 UUSi BE 91ED OLYOADND i0 PULM/M7109 ma" TURNBUCMJSORAN s"s&ERGEDoIrrH OB L__-________ ' LLALYPDMNMe S1CCIFN'ADIkNS MATERIAL3on-m A� --' DATE 9i3aoz23 t RRR .Np. R-23-1320 NIATERULL-HOPE intsi APPROVED EOJAL fUdLLEAN CENIO.TAKKBAPIY: I I 77f-- RMINI APPROVED DATE;8112V T.WKSWAZFFWTAGE 37.83 SF mLrzgA WmAi nTlaHn7 UNIT TOTAL BUOYANCY AT SUBMERSION DEPTH 37M SF X08X621 PCF•-LBBB LB I FOR MAXIMUM OF 6 BEDROOMS zOrnauy� SS,TURNBUCKLE PRECASTIC NCRETEDEADNAW: PR R a EXPIRES THREE YEARS FROM DATE OF APPROVAL 0 IMENSIONS:6 FT LCNG X IS FTWIDE X 07 FTTALL-G CF D SSHARDWAREAND TOTALDRYAEGNT:6CFXIWU9ICF-9NLB WE 0 O 7tt9.Raa FASTENERS NET WEIGHT SUBMERGED N WATER:6 CF X 87.BLWCF=SH M lI®IC RIFmL °'mrttBl r RPrNi PREG4Si RENFORCEOEATEMD�L COMPONENTS COMPRESSOR NID OR RPBS FRO,TED B(DRIERSNCONCRETE 0E 60LW'BGNTABO7ECANCREfE0EA0NANATFIRLSUBMERSION(BB'} ( ) INEEWsCBRriPlewnoN RBDuIgeD. DEADMANTX1.SXS6` OEPDMANSURFACEAREkBFTX1.SFT=9SF ND MUST BE V.L.APPROVED 1HOU41.Y PROTECTED PUMPS NOOLUNEOFSOILBFTXB.OFT-S4CF - UDNIT P.E.Oq R.ANETNEIGHTOFSOILSLI ERGEDNWATER:S4CFXS3LWCF•M,4B2LBPlxa t- Olt IN4FwL1ATION AND CONSTRUCTION 'd=C •' 'E: ANRBVOYANCYCALCULABONS VA OWTS lim9 �RSTOTX O&SUBkSRSPDN: oq FINHL AvvgovAL. DEEGNBUOYANCYOFTANK(SUBNER(EDO.81:-LBBBLB TEMPERATURE RATIM OF FIELD INSTALLED CONDUCTORS NJST BE.AT LEAST 140 DEG. F. FP2mBOFv2W .- i$ .. .. . METANnBUOYANaop DEADMAN(452&LBX2-1,052LB (60 BEG. C). TERMINAL STRIPS AND GRDIQIO LUG USE COPPER CMMT0ILS XY. POLYLOK 3017-20H6 20"ROUND SEPTIC DISTRIBUTION BOX DETAIL FUJICLEAN CEN 7 ANTI-BUOYANCY DETAIL NETANTIBUOYANCYOFSCIL(2)4,4UX2=•8.9ULB CONNECT GROUND LUG IN PANEL 19 A SECURE EARTH GROUND TOTALNETANTIBUOYANCY:f0,018LB SCAIE:NTs 10,016 la,eBe LB=531z=Is9xscNTS REONREMEM DASHED LINES REPRESENT FIELD WIRING FIELD MINING SECTION (EEEDETAILTHISSHEED VISUAL BEACON ELO T VENT PANEL THE VENTTOBETERMNATED 12-MN. THROUGHTHEROOF. 8'MN. l 1'%ANNEMA4X CARBON FILTER NTRa PANEL EXTERXIR RATED HEALTH DEPARTMENT APPROVAL STAMP DEVICE WATERTGHTPLASTI0 FRAME&COVER NNCDONBO% 20AMFBREAKER W'/APPROVEDLOCKNGDEVGETO WATERTGHTpLASTIC FRAME&COVER WIAPPROVED O BELDNGRADE INA WEIGH WIES.MN.OR SECONDARY LOCKNG DEVICE TOW'EGH SOLE.NJN.OR SPRINKERBCX SAFETYLOS/DEVICES TOBE PROVIOED SECONDARYSAFETY LIDS/DEVICES TO BE PROVIDED 12AWG OF WIRE N 14' - PRMIDEENDCAPIYPE CONCRETECOVER CONCROECOVER CONCRETE COVER CONCRETECOVER PVC BCH NCONDUIT F F.¢.f05 LEYELNG DEVICES AT LECTRCAL AND CONTROL TO BLOWER CLEANOUT QIILETB TRAFFIC TRAPFIO TR4FFC PWeeropreDeadBiCmMonEnymeeriq,P.OBHavblaimolihe of NE ¢B T.tA• BEARING BLAB BEARNGSLAB FARING STAB TRAFFIC CONRT0.WWNG TOOMS Nees Yoh SN@EducaBaPLex,Mide W.Smfi mt),fmgry •\P SEPN EL&2 8. EL 7.0 EL TB RE'ARWGSLAB PasonmNm BSlp mMV Ow hleo6on ola5e JFolmiorel h XO C �•f- - EngixeAAMAeQPrImId SYxtor,bmamry Nemb YNWay.11ml orb ' -� INV.EL 58 1'M 1'G f'M 1'M ALL LFAgOx'POOLS 2ULLBE PLALEDIN FUJI CLEAN USA iRm EeariOM seYolm Engirta,atliRc(afmld SuteT9r6 *� S� NV.EL _ __ _ _ :Qz INV.EL 6B T 26 Z ZN ALCEP7MLELEALHNGSOLSASAPPROVE"BT NTROLPAN¢ apered.Ne alemO Enp'vlen.pWetl.mlmH SeteprsMO"ihb TVENTTOVAUNIT THE 6COFR NTHEEVENTPOORLEACHNG RAN BLOWER 8e RmN Ter�end Ne lmitlIDll'Albdhy'b0a"ed q'hsR¢r •'/ 1'SANITARY WASTE PPE ®®®®� ®®®® ®®®® XS4 MATERALISFM'GOUNIERED.EXCAVATO ISTOBE ELECTRIC RISER DIAGRAMB • P deBOiieaa4'WCWASTELINE Z�LNEPRCH MI ®®®E ®�u® SMN N0.05UPE SUPPl1E0PRCIIWWLNFERF00T WV.EL82 PITCH 14 NCHPM i0 NCII PER IMLALMARQT T-0' 4'EOM16ON T-0' TEWALI]'AIION LIAR PONiNU®1p5UnABEYATFFOALANDBY l6WUFACNRER 081912F PPE PPE® PPE® BACITLIEDASDETXED.CU7RNGRINGSMAYEE NOT TO SCALE P t O110MN) au -! 1T(z IANJ - ®m REQUIRED, ROfESS10�P 5'(SIDN) = ELECTRICALSUPPLYFRON POLYLOK 3017-NHBN 7_7 BUILDING MAN ELEC.PANEL I.00MO,EIESLAB S.C.T.M.:DIST.1000 SEC.43 BLK.4 LOT.12 _ _ _ ROMD KI0DISTRBUTGN ,LLI_ WATER EL.2D _ PIiOPoSED 2AFUJICUEAN BOXMAPPROVEDEOUAL nMD WATER WASTEW'ATERTREA,MENT DISTRIBUTION r= (HIGHEST ETPELTED)- _ - _ - III SdB:ASSHOWN Condon Engineering P.C. LOT 12,MAP OF STOW NG HOMES FILED 7 SYSTEM MODEL'M 1 FUJI CLEAN TREATMENT SYSTEM lE LEACHING GALLEY DETAIL NOTE: 812511966,FILE NO,4109 OF LEACHINGGALLEYSTOBE D-by. 1755Sigsbee Road 15 LANDING LANE SANITARY SEPTIC SYSTEM PROFILE MANUFACTURED BY LONG ISLAND FUJICLEAN CONTROL PANEL AND BLOWER DETAIL WNW*New York 11952 PRECASTORANAPPROVOEOUAI, GREENPORT NY No7rosuuE ,MOT7oscALE (631)298-1966(631)298-2651 fax '11 Drtie:yl/ltUY3 www.00ndonengineei'ng.com SANITARY PLAN y t 'r Fo"NDATION ASPBUILT LOT 12- MAP of STERLING HOMES FILED: AUGUST 25, 1966-MAP NO. 4.709 SITUATE GREENPORT, TOWN. OF SOUTHOLD SUFF'OLK COUNTY, N.Y. TAX MAP NO.: 1000-043.00-04.00-012.000 DATE SURVEY&STAKES: DECEMBER 11, 2023 FOUNDATION A&BUILT JANUARY 4.'2024 0 30 60 Feet t S C A L E: I [INCH= 30 FEET A,& Ads Oo 0 Ld CF[.L.AR ENT.CO z ,• ,,4 38.3' 37.0 9 0 w 0 u L D Z i3 a d f i0 ® N �d� �.. N N ' CONC7iF7F.FOUM1tDAIlON U) � l t1 $•'WmF VlAu Ld O V TOF FNo:13.00 D LOT 12 ` Q o �, z z 0 m W m L: � c z D 1 N Q J 0 z Z ca 10 < iv z 32.0 C ' w ) ,r 115.00 N87005f00"W L O a a LOT 13 m ca c e c c a m E 1 0 0 . m 0 •C a E iCDAL KOTCG: �' 1.COPYr1'J1.-„RD:7 RZC Wi?:U:4T'd.:3DF LG AL-ru°.ONTD TSGCYL_ C '! :.UFL4!JT'O:^.Ca ALT:«ATrDN OR..ADC1T0.7tL TOTiit:CU.:VCYSSAP CCAG:3DR C L1D+T['a rD L,V= 4CAL[DA•ACLAT1C13 Cr GLCT.OKT:D7.4L1^..aiViG ICU-— V Qr K:y:YO:X GTRT=LL`CAT[OK LAJ:. f 1.OHLYIIa S1:DMYGt1�l:YAlRP7 V:f:u7tiS$Ln1 sYa�i.CASLD:a LD Qz.; Mz CD ,4 aG1iU::QrT^.VrA•3C CORRrCT CCPS:Or TNC 4UIIL'LYC.R9 Q:SiINAL WORK AfO C , . j i Cti1aC^L 4D i � ` dC:.l^.S>1^-ATtC'it3 OTi TiCII LOtIMLl..^.1'OCtRYLY LSAT GIDAISY T.iA7:Hr biAP'fJRD ALP.L::D[1:ACCCr�AMC:Yi^NTF[C CUG:RLHT CX^GTiti3 CaC:Or Pr.RCTICr rCA �'� �^`� d i � I �� F 3.ua Dv�.'cr:RD-QPTrD rvTur olrvvoRx asR-c Rcc=alR:lcla cr Prarr:a�::.ci � '. 4 . �x^'Dv�.:r^r-,».a_-.:QNRr„r1cRTcofal.Lc:.:.a:_P:�sar:DraII•rraxT/,� ro „ � � 1L^AS-.'f Gt1-•!^'d 13AD[4^""P•L:.D TO'uC^PLC CQle APY..O Td �} A � LANs �SC: RYIN ~PLL, ) FAdDQFalPfTUP. 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RSAY CQI.:A.^S C[.`7l:JTLSa:C:D Y.67C d, „�✓ UfYCTCTRrL uaC'+'SCRTZDh'G,G:LTa7\a.RQC[TLOra.AJ:O Cf3J.T:O2G. ��/ .,,��---r�l�`� {� i � GPa eR-:•rcaR.�.slearl<rar;r3-:•::�rr:arDerADP,acrar�s:lG4vII'.:YL^:scD �; a.ii.R1V 1.�3:O:aL. i5 1' �oh YA ]� h 0h !7 Y t9� X> S68°3 ,Dh D s2 S�O'I� k 0 Dh w Oh o z s� 1 g' 4.0 1 5.5 �' A.C.,,, R'EN,•($/—E—E—9.9� W 1 p5 UNI ELEC.�� 38.3' h, METER Z A 37.0 . @2 ASPHALT DRIVEWAY ` WITH BLOCK CURB In GARAGE GJ m G.FL.:11.23 3.Ox4.0 W - 10 z O PLATFORM w 0 2A 5.0 > L) 5.Ox10.0 Y EL0) Y H OPEN PORCH ¢ 2 STORY v N W FRAME LOT12 O ( 4'DEEP RESIDENCE m LE Q LEACHING w Z d GALLEYS #15 � 3.Ox8.0 � f7rT1 f—I PLATFORM 3 Q I C7 I I(,I pQ, Toa FNo:1 3.00 ....II III(------llllUp F.FL:14.05 OW 350' B.FL.:5.05 _ cA 7' ZIdO 32' RIDGE:34.59 uO Ao B �6J J A 57 Z IL3 ^ , U Z N /FUJI CEN7 a ❑ O IAA OWiS in J Z D B o0 32.0 In A 72' A 69' 92x A.C W.W. _ 1�@, 39.7 In B 28'-6" B18' 1� UNIT WATER SERVICE ANITARY 0 U W"C1�Z w—W_w w—GQNT-ROLv-i�' \?Z s>O Q 1 1 5.00 NB7°05'00"W 2 m LOT 13 a N O N M U m 0 O N O J N 0 O SURVEY OF PROPERTY 3 LOT 12- MAP OF STERLING HOMES 0 FILED:AUGUST 25, 1966-MAP NO.4709 m SITUATE C GREENPORT, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. ®1F HeDy TAX MAP NO.: 1000-043.00-04.00-012.000 U DATE SURVEY&STAKES: DECEMBER 1 1, 2023 Q FOUNDATION AS-BUILT:JANUARY 4,2024 I ! m FINAL SURVEY:SEPTEMBER 29,2025 E -ELEVATIONS REFER TO NAVD88. . k`}tlj -OFFSETS MEASURED TO FOUNDATION. PI�s� aPl�t � �P r G O 0 30 60 0 Feet SCALE: 1 INCH= 30 FEET E LEGAL NOTES: E LCOPYRIGHT2025 AJCLANOSURVEYI G PLLC.ALL RIGHTS RESERVED. O 2.UNAUTHORIZED ALTERATION OR M ON TOTHIS SURVEY MAP BEARING A LICENSED LAND U SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209.5UBDIVISION 2,OF NEW YORK STATE / EDUCATION LAW. O, 3.ONLYBOUNDARYSURVEYMAPSWITHTHESURVEYOR'SEMBOSSEOSEALAREGENUINETRUE G ANDCORRECT COPIES OFTHE SURVEYOR'S ORIGINAL WORK AND OPINION. m I 4.CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFYTHATTHE MAP WAS PREPARED IN ACCORDANCEWITH THE CURRENTEXISTING CODE OFPRACTICE FOR LAND SURVEYS j ADOPTED SYTHE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC. S �•. / V THECERTIFICATIONISLIMITEDTO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS N �11 AJC L`;AND_SU RVEYING--!pLL,.0 5.THPREPARED. CERTIFICATION HEREIN RE NOT TRANSFERABLE,R AL AGENCY.AIJO TO THE LENDING J TO- 1 INSPTUTION L—.-N-IS BOUNDARY SURVEY MAP. C ` KIN THEL TIOANOOFNOFUNDER ESTIMAND IMPROVEMENTS UNDERGROUND D IMPROVEMENT NOT ALWAYS 'V)■■�•, KNOWN AND OFTEN MUST BE ESTIMATED.IFANY UNDERGROUNDIMPROVEMENTS OR U LAND SURVEYING &_ PL �KING Y�i ENCROACHMENTS EAST DR ARE SHOWN.THE IMPROVEMENTS 0R ENCROACHMENTS ARE NOT ' { ` I(r_I�__ _.COVERED OFFSETS TS S SURVEY.1.THE a �+ 153 WADING RIVER MANOR-ROAD;MANORVItL_Ey 1-I-949 THEE ECTIONOfFFENCESRETAININGWALLS.LINE ARE P OLS.PATIOSEPLANTINGREEAS.AODDMONCR IMEN.IONSI SHOWN HEREON MOM THE STRUCTURESTOTHE ES�TO GUIDE N i •'-^� �—� � I TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION. PHONE, 631.846.9973 �—-� _;____-.__ S.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE f J'I"'f Lk — -----''- —OTHERTHAN EMBOSSF_D5EAL COPIES MAY CONTAIN UNAUTHORZED AND UNDETECTABLE ` �'�+~� '`�'� MY"''� CI.,,;f—� I MODIFICATIONS.DELETIONS.ADDMONS,ANOCHANGES. m ( _' :: ::— :_EMAIL:AJC24.6@OPTONLINE.NET I 9.PROPERTY CORNER MONUMENTS WERE NOT5ET A5 PARR'OFT1iI55URVEY UNLESS N OTHERWISE NOTED. 10.ALL MEASUREMENTS EFERTO U.S.SURVEY FOOT. / U SUFFOLK COUN'rV DEPARTMENT OF FIE AUH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE - °" 11rIn/ll p ,� fM1c•.�,�ayu a�apsa:arJ wale)svomY launl.:s>Ilnl•.wrauon M1>ve te.n o"\o �V uerJ+.tl anJ�ai o,+Irv-0C/IM1S Depillmvnl a'olCal e9•.ne.:a>rb loun0 Ap _ o :al sl>rlotY ORnM�%�/IMNJpIAf___c UtOk00lri. e" III --i V,MM f nT CniL— s2 'so„F O 0 W 0 Zm e'0 X 6'DP/\°GS DR—ELL / ^ c I,26 s4�' 7,B A.C.rr_CEMN.L.P1-(4/—E—E__A. _ ;j1 p5 UNI ELE6-- i 38.3' 37.0 METER y162 ASPHALT DRIVEWAY ` WITH BLOCK CURB N GARAGE 5 m G.FL.:11.23 - 0 D O PLAATFOTFORM 4 0 7 ZA 5.0 ; 10 5.OX1O.O Y d y E' OPEN PORCH ¢ 2 STORY a N w FRAME LOT12 O Z 4E CHIING RESIDENCE m to Y R GALLEYS W ##1 5 N 3.0X8.0 U) FM1T1 I�1 PLATFORM 3 QJ Q 0 10 I I o I a ^ TOP FND:13.00 J F.FL.:14.05 m 0 Z O RAMS A 47' RIDGE:34.59 U w 0 B 32' d o Z A 57' IL B3, B25' J Z N FAOWT 7 p�, ❑ O I/��A''''OWTS 6'0X61DP. N QZZ Z D.B. 32.0 D/RYWELL J A 72• A 69' gyx A.C W.W. - 1/.e> / 7r B 25'-6" BIB, UNIT 3 WATER,SERVIGE 1 ANITARY _—J�—w�pNT{yOLgi� v2 912 Q r 115.00 N87°05'00"W 'o LOT 13 .2 4 �� 1 u L:7 i I •p� N II FEB 1 1 202 roc . J N O D SURVEY OF PROPERTY 9 LOT 12- MAP OF STERLING HOMES a FILED:AUGUST 25, 1966-MAP NO.4709 SITUATE GREENPORT,TOWN OF SOUTHOLD `s SUFFOLK COUNTY, N.Y. G J TAX MAP NO.: 1000-043.00-04.00-012.000 U DATE SURVEY&STAKES:DECEMBER 1 1, 2023 FOUNDATION AS-BUILT:JANUARY 4,2024 * 'e FINAL SURVEY:SEPTEMBER 29.2025 E PLOT DRYWELLS:DEC.18.2025 0 0 -ELEVATIONS REFER TO NAVD88. 9� -OFFSETS MEASURED TO FOUNDATION. 0 30 60 ^'•-i7 Feet (U/ E SCALE: 1 INCH= 30 FEET - u SlIlElOISSEALISo nucc Enrvo U n vlounoH OP SECTION r_os.sluoivlsory zor rvcw roR1 STA]c / RRcc DcoalEs oF�'IHNewavcro_;'G�Jn�ivoIIXMEorin:ory^SECEuuwE n= L ].ou v ac�RRrcnTovsorv11S cou^Oiwrsu lMlscry TI nrramrwwns PHEP.w nccoHe^vcE wcHTHScuHxErvr E.sT rvc cones HR.cr cE FORuvusu^vsrs R -i nIC%l.svrHE VEwroRX srnncnssOcnnov or raoFEEsoH.LlnvO suRVErORS IN. �J`>•SWy7' nrcErmncnn°N sumREo TO rrnsovsrORwr0m�IE GOu Do SIIW varu �"U"c�ND-SURVEYl'N,,q PL _ s HECERTI°�o= 'EGOS—_S SFE Tn n°R°Y�°r°rHE E J 1 wn nr.°rv° r °°rE s LAND;SURVtYING'& PL INNING �Ew�EX�r°R^R�I°wrvn'EmPR°YEmEM� M�^"E^°r ,/ q o°F�rHEs°HVEr. .;R F• .i✓ J •'Yl 1� Ers loa°Mt1'sloXs sHI—FEFEON FROmrHE EPROPErsn / J d a1;53 WADING RIVER'MANOR ROAD;MANORVILLQ13949 S,n ° ��— PHONE':631 846 99,73 -_ i TME 1.E°=o�..AL °"moo—EIJEEUF EH=E E i 4 �" ro so°E.- ^;N`5VA``r-uTH°Hrr°e,:°urv°ELEc..REE m EMAIL'AJC2_46@OPTONCINE.N °CnR° ERRErvorsErnsrnR of HlssuavEYUN Ess E asV OERE RmorvumEN sw m RSReFeH .YF°. I O Installation Manual installation and Fireplace Setup INSTALLER: Leave this manual with party responsible for use and operation. OWNER: Retain this manual for future reference. This fireplace uses SL1100 Series Chimney 2" CLEARANCE TO COMBUSTIBLES AND BUILDING INSULATION FROM CHIMNEY REQUIRED. NOTICE: DO NOT discard this manual! �WARNING: If the information in these instructions is not followed exactly, a fire or explosion may result causing property damage, personal injury, or death. DO NOT store or use gasoline or other fiam- M AV - 2 202 triable vapors and liquids in the vicinity of this BUILDING DEPT. or any other appliance. T & r OLD D L DO NOT overfire. Overfiring will void your warranty. SH36 LISTED ' Comply with all minimum clearances to com- bustibles as specified. Failure to comply may cause house fire. A WARNING HOT SURFACES! • Glass and other surfaces are hot during operation AND cool down. Hot glass will cause burns. DO NOT touch glass until it is cooled NEVER allow children to touch glass '�. Keep children away CAREFULLY SUPERVISE children in same room as fireplace. • Alert children and adults to hazards of high temperatures. High temperatures may ignite clothing or other flammable WOO®BlJRNING FIREPLACE materials. • Keep clothing, furniture, draperies and other flammable materials av,ray. Installation and service of this appliance should be performed by qualifted personnel. Hearth&Home Technoiogies recomends HHT Factory Trained or NFl certified professionals. r NATIONAL `i ��RN f N(heafl FIREPLACE r-ACTORY TRAINING INSTITUTE' Fire gis;.F, For use,,vith solid ivood fuel only. R Other fuels may overfire and eenerale poisonous cases(i.e.carbon monotide`i Majestic•Ashland ASH36 Installation Manual •40%-909•Rev J•06123 Safety Alert Key: • DANGER!Indicates a hazardous situation which,if not avoided will result in death or serious injury. • WARNING!Indicates a hazardous situation which, if not avoided could result in death or serious injury. • CAUTION!Indicates a hazardous situation which, if not avoided,could result in minor or moderate injury. • NOTICE.Indicates practices which may cause damage to the fireplace or to property. Table of Contents 1 Product Specific&Important Safety Information 6 Shrouds A. Fireplace Certification 4 A. Radiation Shield 26 S. Non-Combustible Materials 4 B. Field Constructed Shrouds 26 C. Combustible Materials 4 1. Open Top Shroud 26 2 Getting Started 2. Mailbox Style Shroud 27 A. Typical Fireplace System 5 3. Roofed Style Shroud 27 B. Design and Installation Considerations 6 7 Finishing 1. Selecting Fireplace Locations 6 A. Finishing Material 28 2. Locating Fireplace&Chimney 7 B. Hearth Extension, Building and Finishing 30 C.Tools and Supplies Needed 8 1. Fireplace Installed Flush on the Floor and D. Inspect Fireplace and Components 8 Hearth Extension Raised to Bottom of Firebox E. Fireplace System Requirements 8 Opening 31 3 Framing and Clearances 2. Raised Hearth Extension and Raised Fireplace 32 A. Appliance DimensionsNVeight g 3. Fireplace Opening and Hearth Extension Flush B. Clearances 10 with the Floor 33 Minimum Clearances to Combustibles 10 C. Non-Combustible Sealant Material 33 C. Construct the Chase 11 ® D. Mantel and Wall Projections 33 D. Frame the Fireplace 12 E. Sidewalls/Surrounds 34 E. Secure and Level the Fireplace 13 8 Fireplace Setup F. Protective Metal Hearth Strips 14 A. Install Hearth Molded Brick Panel 35 G.Outside Air Kit 15 B. Install Back Molded Brick Panel 35 4 Chimney and Termination Requirements C. Install Side Molded Brick Panel 35 A. Chimney Requirements 16 D. Install Screens 36 B. Offsets/Returns 17 E. Install Mortar(Optional) 36 C.Termination Requirements 18 F. Grate 36 G.Gas Log/Lighter Provision 37 5 Chimney Installation H.Wood Burning Inserts 37 A. Typical Chimney System 19 B. Assemble Chimney Sections 20 9 Reference Materials C. Install Chimney Air Kit 20 A. Chimney Components 38 D. Secure Offset/Return 21 B. Optional Components 42 E. Install Ceiling Firestops 21 F. Install Attic Insulation Shield 22 G. Roof Penetration 23 H. Install Chase/Chase Top 23 I. Termination Cap Requirements 24 J. Install Termination Cap 24 2 Majestic•Ashland A31136 Inslallalion Manual °4059-909•Rev J•06/23 ATTENTION INSTALLER: Follow this Standard Work Checklist This standard work checklist is to be used by the installer in conjuction with,not instead of,the instructions contained in this installation manual. Customer: Date Installed: LotlAddress Location of Fireplace: Installer: Model(circle one): ASH36 Dealer/Distributor Phone# Serial#: A WARNING!Risk of Fire or Explosion! Failure to install fireplace acording to these instructions can lead to a fire or explosion. Fireplace Install YES IF NO,WHY? Verified that the chase is insulated and sealed.(Pg.11) Verified clearances to combustibles.(Pg. 10) Fireplace is leveled and secured.(Pg. 13) Protective hearth strips installed per manual requirements.(Pg. 14) Hearth extension size/height decided.(Pg.30) Outside air kit installed.(Pg 15) Chimney Section 4&5(Pg.16) Chimney configuration complies with diagrams. Chimney installed,locked and secured in place with proper clearance. Chimney air kit installed. Firestops installed. Attic insulation shield installed. Roof flashing installed. Terminations installed. Shrouds Section 6(Pg.26) Shroud is installed properly per instructions. Q Finishing Section 7(Pg.28) Combustible materials not installed in non-combustible areas. Verified all clearances meet installation manual requirements. Mantels and wall projections comply with installation manual requirements. Hearth extension installed per manual requirements. Fireplace Setup Section 8(Pg.35) All packaging and protective materials removed. Molded brick panels installed correctly. Grate is properly installed. Firescreen installed properly. Optional doors properly installed. Manual bag and all of its contents are removed from the fireplace and given to the party responsible for use and operation. Hearth&Home Technologies recommends the following: •Photographing the installation and copying this checklist for your file. •That this checklist remain visible at all times on the fireplace until the installation is complete. Comments: Further description of the issues,who is responsible(Installer/Builder/Other Trades,etc.)and corrective action needed: Comments communicated to party responsible by on (Builder/Gen.Contractor) (Installer) (Date) 4059-911•Rev A.4-9-18 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 3 1 Product Specific & Important Safety Information A. Fireplace Certification B. ikon-Combustible Materials This fireplace system has been tested and listed in accor- Materials which will not ignite and burn, composed of dance with UL127 Standards by Underwriters Laborato- any combination of the following: ries Inc.for installation and operation in the United States. - Steel - Iron - Brick - Tile This fireplace may be installed in sleeping rooms. This - Concrete - Slate fireplace is not approved for manufactured housing. If in- - Glass - Plasters stalled with a gas log set, provisions for the National Fuel Materials reported as passing ASTM E 136, Standard Gas Code must be met. Test Method for Behavior of Metals,in a Vertical Tube This fireplace has been tested and listed for use with the Furnace at 7500 C optional components specified in this manual.These op- tional components may be purchased separately and in- C. Combustible Materials stalled at a later date. Installation of an outside air kit will Materials made of or surfaced with any of the following require significant reconstruction and is best if installed at materials: the time of fireplace installation. - Wood - Compressed paper - Plant fibers - Plastic - Plywood/OSB - Sheet rock(drywall) WARNING! Risk of Fire! Hearth & Home Technologies disclaims any responsibility for, and the warranty and Any material that can ignite and burn;flame proofed or agency listing will be voided by the following actions. not, plastered or un-plastered DO NOT* • install or operate damaged fireplace • modify fireplace • install other than as instructed by Hearth & Home Technologies • operate the fireplace without fully assembling all components • overfire • install any component not approved by Hearth &Home Technologies • install parts or components not Listed or approved Improper installation, adjustment, alteration, service or maintenance can cause injury or property damage. For assistance or additional information, consult a qualified installer, service agency or your dealer. AWARNING: This product and the fuels used to operate this product (wood and wood pellets), and the products of com- bustion of such fuels, can expose you to chemicals including carbon black,which is known to the State of California to cause cancer and carbon monoxide, which is known to the State of California to cause birth defects or other reproductive harm. For more information go to:www.P65Warn- ings.ca.gov. 4 Majestic.Ashland ASH36 Installation Manual •4059-909•Rev J•06123 2 Getting Started - - A. Typical Fireplace System 4�Termination cap Additional lateral support for chimney above roof(or enclosed in chase)if needed Storm Collar Non-combustible roof flashing maintains minimum clearance Chimney penetrates roof around chimney preferably without affecting roof rafters Support straps on rafter supports Offset/Return(with hanger straps) chimney(not shown) Ceiling firestop Attic insulation shield must on floor of attic be used here to keep insulation away from chimney if attic is insulated Chimney system Framing headed off Combustible in ceiling joists framing/header Enclosed space above on top of and around fireplace V-shaped standoffs ° (spacers) Mantel and surround Decorative facing and trim •U V Hearth extension Outside Air Factory-built fireplace (both sides) Protective metal hearth strip(s) Figure 2.1 Typical Fireplace System Majestic-Ashland ASH36 Installation Manual -4059-909-Rev J-06I23 5 B. Design and Installation Considerations Consideration should be given to these factors before deciding on a location. NOTICE. Check building codes prior to installation. • Installation MUST comply with local,regional,state and NOTICE. In addition to these framing dimensions, also national codes and regulations. reference the following section: • Consult insurance carrier, local building inspector, fire Clearances (Section 3). officials or authorities having jurisdiction over restrictions, installation inspection and permits. NOTICE, • Before installing, determine the following: ° illustrations and photos reflect typical installations and - Where the fireplace is to be installed. are FOR DESIGN PURPOSES ONLY. - The vent system configuration to be used. • Illustrations/diagrams are not drawn to scale. - Gas supply piping. • Actual installation/appearance may vary due to individual - Electrical wiring. design preference. - Framing and finishing details. • Hearth&Home Technologies reserves the right to alter - Whether optional accessories - devices such as a its products. fan, wall switch or remote control-are desired. NOTICE. 1. Selecting Fireplace Locations A minimum 1-112 in. air clearance at the back and This fireplace may be used as a room divider, installed a minimum 1-112 in. air clearance to the sides of along a wall, across a corner or used in an exterior chase. the fireplace assembly must be maintained. See Figure 2.2. Chimney sections at any level require a 2 in. Locating the fireplace in a basement should be avoided. minimum air space clearance between the Locating near frequently opened doors, central heat framing and chimney sections. outlets or returns, or other locations of considerable air movement can affect the performance. Note:1-1/2 in.min.air space F from fireplace to E G combustible materials. 1/2 in.min.air space at B nailing flanges. 4 A* 12 in. (305 mm)extra space included for each outside air In an exterior chase connection.If outside air duct B Across a or projecting into a has no bend,this dimension C comer garage may be reduced as long as D 24 in.(610 m) minimum clearances are met. from fireplace opening to \ any perpendicular wall �G� Asa e room t divider I Along a wall B c A _ 78 in. I 112 in.(13 mm)all . (1981 mm) _ � B� I configurations G 48 in. (1219 mm) MINIMUM Model# A B C D E I F G ASH36 in. 72 47 718 1 89 1/8 44 5/8 20 3/8 63 1/8 28112 mm 1829 1 1216 1 2264 1133 1 518 1 1603 724 Figure 2.2 Fireplace Locations 6 Majestic•Ashland ASH30 Installation Manual a 4059-909,Rev J•06123 2. Locating Fireplace & Chimney Location of the fireplace and chimney will affect perfor- mance. • Install within the warm airspace enclosed by the building • Install the outside air kit with the intake facing prevailing envelope. This helps to produce more draft, especially winds during the heating season. during lighting and die-down of the fire. • Ensure adequate outdoor air for all combustion • Installing the fireplace in a basement is not recommended. appliances and exhaust equipment. • Penetrate the highest part of the roof. This minimizes • Ensure furnace and air conditioning return vents are not the effects of wind loading. located in the immediate vicinity of the fireplace. • Locate termination cap away from trees, adjacent • Avoid installing the fireplace near doors, walkways or structures, uneven roof lines and other obstructions. small isolated spaces. • Minimize the use of chimney offsets. • Recessed lighting should be a "sealed can"design. • Considerthe fireplace location relative to floor and ceiling • Attic hatches weather stripped or sealed. and attic joists. • Attic mounted ductwork and air handier joints and seams • Take into consideration the termination requirements in taped or sealed. Section 5. Multi-level Roofs Recommended Location: Recommended Location: • Above peak ' Above peak Inside heated space Marginal ion: Marginal Location: Wind loading possible • Below peak Location NOT recommended: Not the highest point of the roof • Wind loading possible Location NOT recommended: • Too close to tree Recommended: y ` Below adjacent structure Insulated exterior chase `; Lower roof line in cooler climates ' Avoid outside wall Windward t7 [7 ® ® Leeward Not recommended in basement due to high negative pressure concerns Figure 2.3 Recommended Chimney Locations that effect draft Majestic°Ashland ASH36 installation Manual •4059-909•Rev J•06/23 7 C. Tools and Supplies Needed E. Fireplace System Requirements Before beginning the installation be sure the following The Heatilator fireplace system requirements consist of tools and building supplies are available: the following: Reciprocating saw Framing material Fireplace Pliers Non-combustible sealant - Molded brick panels (hearth panel Included with fireplace, side and back panels sold separately) Hammer Gloves - Firescreen (included with fireplace) Phillips screwdriver Framing square - Hearth Extension (sold separately) Flat blade screwdriver Electric drill and bits - Grate (included with fireplace) Plumb line Safety glasses • Outside Air System - Air Inlet Hood x2(included with fireplace) Level Tape measure - Flex(required, sold separately 112-3/4 in. length,#6 or#8 self-drilling screws • Chimney System Misc. screws and nails - Attic insulation shield (included with fireplace) - Chimney termination cap (sold separately) D. Inspect Fireplace and Components • Non-combustible finish material WARNING!Risk of Fire and/or Explosion!Damaged parts could impair safe operation. DO NOT install dam- aged, incomplete or substitute components. Keep fire- place dry. • Remove fireplace and components from packaging and inspect for damage. • Vent system components and doors are shipped in separate packages. • Report to your dealer any parts damaged in shipment. • Read all the instructions before starting the installation. Follow these instructions carefully during the installation to ensure maximum safety and benefit. 8 Majestic-Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 3 Framing and Clearances A. Appliance Dimensions/Weight Appliance Weight Table 31 1/8(790 mm)in_ Model Pounds 15 1/2 in. (394 mm) ASH36 11 in ;r (281 m.m) 74°TYP 27 1/2 in. (699 mm) oa aja 11 in. (281 mm)diameter 5 1/2 in. (140 mm) 00 0 I o o oa Y o 0 00 74 1/8 in. 0 A (1883 mm) 0 70 3/4 in. (1797 mm) 67 318 in. Gas Line Outside Air 0711 mm) Gas Line Knockout 61 7/8 in. Out ide Air Knockout (1572 mm) 54 in. (1372 mm) 5 in. 6 7/8 in. (129 mm) ��(175 mm) 8 in. 1 (9 5 mm) r T A �11 1/8 in. 36 in. —� 6 718 in. `—` (914 mm) 3 3/4 in. (175 mm) 5 in. 16 1/8 in. rt � (282 mm) (95 mm) (129 mm) 11 1/8 in. �—� (408 mm) E 46 7/8 in_ (282 mm) (1191 mm) 16 1/8 in_ Figure 3.1 Appliance Dimensions (408 mm) Majestic•Ashland ASH36 Installation Manual •4059-909.Rev J•06I23 9 B. Clearances Minimum Clearances to Combustibles WARNING!Risk of Fire! WITHIN ENCLOSURE AREA You must comply with all minimum air space clearances Fireplace to backwall 1-1/2 in. (38 mm) to combustibles as specified in Figure 3.2. DO NOT pack Fireplace to sidewall 1-1/2 in. (38 mm) required air spaces with insulation or other materials. Top standoffs to header 0 in. (0 mm) Framing or finishing material used on the front of, or in front of, the fireplace closer than the minimums listed must Door opening to sidewall 24 in. (610 mm) be constructed entirely of non-combustible materials (i.e., MANTEL steel studs, concrete board, etc.). Failure to comply may Mantel minimum height 22 in. (559 mm) cause fire. above opening Maximum mantel depth 12 in. (305 mm) h- Storm Collar Roof Flashing k o Shaded areas represent 2 in.(51 mm)min. air space clearance required around pipe (attic) Attic Insulation Shield (insulation) ffvymw (ceiling) r Offset/Return(secured 2 in. (51 mm)min. I r_ with hanger straps) (ceiling) CeilingFiresto P Must have 2 in. (51 mm) minimum clearance f; to header 0 0 U N .fl O °' 48 in. 1219 mm 1-1/2 in.(38 mm)to back& m sides of appliance 0 0 in. (except at nailing flanges U to floor where it is 112 in. [13 mm]) Figure 3.2 Clearances to Combustible Materials 10 Majestic a Ashland ASH36 Installation Manual 4059-909•Rev J•06/23 D. Frame the Fireplace NOTICE. Hearth extension design must be determined WARNING!Risk of Fire!Comply with all minimum clear- before installation of fireplace. ances specified. If the fireplace is placed on the floor, the maximum height • A minimum 9-112 in. (38 mm)air clearance must be of a finished raised hearth is 3-3/4", if you want a higher maintained at the back and sides of the fireplace raised hearth the fireplace must be placed on a platform. assembly. Figure 3.5 shows a typical framing (using 2 x 4 lumber)of ' Chimney sections at any level require a 2 in. (51 mm) the fireplace, assuming combustible materials are used minimum air space clearance between the framing and All required clearances to combustibles around the fire- chimney section. place must be adhered to. See Figure 3.2.Any framing across the top of the fireplace must be above the level of WARNING!Risk of Fire! You must comply with all the top standoffs. (No recess above standoffs.) minimum airspace clearances to combustibles. DO NOT The finished cavity depth must be no less than 28-1/2 in. pack required air spaces with insulation or other materi- (673 mm)from the finished backwall to the outside of front als. wall framing. Framing must extend straight up all the way to the ceiling. CAUTION!Risk of Cuts/Abrasions. Wear protective gloves Note: Before framing up the chase, consider where and safety glasses during installation. Sheet metal edges and how the chimney will run. If there are obstacles are sharp. that might be in the way, it may be necessary to make the chase larger than shown to allow offsets to be used. Refer to offset chart on page 16. 17 in. (432 mm) Fireplace must be set out framing 1/2 in. (13 mm)in front of 1/2 in. the face of the framing (13 mm) material. Framing must be extended straight up 84 in. (2134 mm)from the base of the fireplace. D=extra space needed for outside air connection. C If outside air duct has no bend,this dimension may be D reduced as long as minimum clearances are met. B \�A D Model# A B* C*" D ASH36 477/8 281/2 741/4 12 �M_in_ m 1 1216 1 724 1886 305 "If interior of chase will be drywalled,add the thickness to this measurement. "Adjust header height for raised floor under fireplace_ Figure 3.5 Framing the Fireplace 12 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06123 E. Secure and Level the Fireplace This fireplace may be placed on either a combustible or noncombustible continuous flat surface. Slide the fireplace into position. Be sure to provide the minimum 1-1/2 in. air clearance at the sides and 1-1/2 in. at the back of the fireplace. The fireplace should be positioned so the face of the non- combustible material on the fireplace will be flush with the face of-the drywall on the walls_ Level the fireplace and shim as necessary. !WARNING!Risk of Fire!Prevent contact with sagging, loose insulation. • DO NOT install against vapor barriers or exposed insulation. • Secure insulation and vapor barriers. • Provide minimum airspace clearances at the sides and back of the fireplace assembly. Majestic•Ashland ASH36 installation Manual •4059-909•Rev J•06123 13 F. Protective Metal Hearth Strips WARNING!Risk of Fire!Protective metal hearth strips MUST be installed on combustible surfaces. DO NOT cover metal strips with combustible materials. Sparks or embers may ignite flooring. WARNING!Risk of fire!High temperatures, sparks, embers or other burning material falling from the fireplace may ignite flooring or concealed combustible surfaces. • Protective metal hearth strips MUST be installed. • Hearth extensions MUST be installed exactly as specified. <1 in. (25 mm)overlap Minimum • Locate the two protective metal hearth strips measuring approximately 26 in.x 4 in.(660 mm x 102 mm)included Metal strips are placed 2 in. (51 mm) with this fireplace. under the front of the fireplace and must • Slide each metal strip 2 in. (51 mm)under front edge of extend beyond the front and sides of fireplace. fireplace opening by 2 in. (51 mm). • Overlap strips in the middle of fireplace opening by 1 in. (25 mm)minimum. Figure 3.6 Position the Protective Metal Hearth Strips • Metal strips must extend beyond the front and sides of the fireplace opening by at least 2 in. (51 mm), Figure 3.6). • Protect the front of a platform elevated above the hearth Top piece must overlap bottom piece extension with metal strips(not included with fireplace) per Figure 3.7. See Section 6 for hearth extension Raised Platform instructions. 2 in. 1 in.(25 mm)min. (51 mm) _ overlap _ Floor �2 in. (51 mm) Figure 3.7 Protect the Front of an Elevated Platform G. Outside Air Kit (required on both sides) Outside air kits must be used for combustion and to pro- vide cooling air to prevent overheating. Hearth & Home Technologies recommends you utilize the shortest duct run to optimize the performance of the outside air kit and in- stall a P-Trap(see Figure 3.10).The outside air inlet hoods should be positioned in a manner that will not allow snow,, leaves, etc. to block the inlet. In some installations the air duct may need to be run vertically. In such an installation, a 3 ft(914 mm)height difference must be maintained from the top of the uppermost chimney section to the outside air inlet hoods. Refer to Figures 3.8 and 3.9 when placing the outside air inlet hoods. Note: Maximum length is 40 feet. 14 Majestic a Ashland ASH36 Installation Manual a 4059-909•Rev J•06123 r�r. WARNING!Risk of Fire! The outside air kits are installed on the both sides of the fireplace to prevent overheating and fire.. • Cut a 6-1/2 in. (165 mm) hole in outside wall to accommodate air piping. • Use 6 in.(152 mm)flex(not supplied)to directly connect 1 outside air to fireplace intake.Insulate the pipe to prevent 3 ft min.from frost condensation. top of uppermost chimney section • Use the supplied outside air inlet hoods. to air inlet. • Seal between the wall and the pipe with silicone to prevent moisture penetration and air leaks. • Seal between the outside air inlet hoods and the house with silicone to prevent air infiltration. CAUTION!Risk of Fire or Asphyxiation!DO NOT draw Outside air is outside combustion air from wall, floor or ceiling cavity, or required to be enclosed spaces such as an attic or garage. installed on both sides(right side not • DO NOT place outside air inlet hood close to exhaust shown) vents or chimneys. Fumes or odor could be drawn into the room through the fireplace. • Locate outside air inlet hood to prevent blockage from leaves,snowfice,or other debris.Blockages could cause combustion air starvation and unit to overheat. NOTICE: The fireplace provides some outside air for combustion. Other methods may be necessary if more air is required. CAUTION!Risk of Cuts/Abrasions. Wear protective gloves and safety glasses during installation. Sheet metal edges are sharp. Figure 3.9 Outside Air Inlet Locations NO .-- NO r Ga rage or [Outlet blocked by .I combustible t NO now,.leaves,etc `Lliquids storage Attic space `";; I—Outlet placed, — i N N higher than a ft below the Typical Outside Air Ltermination cap Installation YES Clear area Factory-built outside fireplace house or in ventilated crawls ace Use UL181 Class 1 or Class 0 rigid or Flexible ducting- Recommend Install with short run and add a P-trap which will help around 24 inches prevent flow of cold air. W.minimum bend • Secure flex duct with screws or wire lies. Figure 3.8 Outside Air Installation Figure 3.10 P-Trap Majestic•Ashland ASH36 Installation Manual -4059-909-Rev J-06123 15 4 Chimney and Termination Requirements A. Chimney Requirements NOTICE. You must provide support for the pipe during Vertical distances are measured from the base of the construction and check to be sure inadvertent loading has fireplace as shown in Figure 4.1. not dislodged the chimney section from the fireplace or at any chimney joint. Table 4.1 Chimney Requirements • Minimum overall straight height 18 ft (5.5 m) Table 4.2 Chimney Component Dimensions Minimum height with offset/return 18.5 ft (5.64 m) HEIGHT OF CHIMNEY COMPONENTS in. I mm • Maximum height 90 ft (27.43 m) Chimney Stabilizer • Maximum chimney length between an offset 20 ft (6.1 m) and return SL11 4-3/4 121 Offsets/Returns • Maximum distance between chimney 35 ft (10.67 m) stabilizers SL1130 18 457 • Maximum unsupported chimney length 6 ft (1.83 m) Chimney Sections* between the offset and return • Maximum unsupported chimney height above 35 ft (10.67 m) SL1106 4-3/4 121 the fireplace SL1112 10-3/4 273 • Maximum unsupported chimney above roof 6 ft (1.83 m) SL1118 16-3/4 425 • Minimum height with double offset/return 22.5 ft (6.86 m) SL1136 34-3/4 883 SL1148 46-3/4 1187 *Dimensions reflect effective height. NOTICE:A maximum of two pairs of offsets and returns may be used. WARNING! Risk of Fire! You must maintain 2 in. (51 mm) air space clearance to insulation and other com- bustible materials around the chimney system. Fail- ure to do so may cause overheating and fire. 6 It(1.83 m)max. unsupported chimney above roof 20 It(6.10 m)max.�s pipe between an \ offset&return Ceiling firestop 35ft(10.7m) max.straight unsupported chimney height o 18.5 ft(5.64 m) min.height 74 1/8 in. single offset-retum (1884 mm) 90 ft(27.4 m) Effective max.height Height Figure 4.1 Chimney Requirements 16 Majestic^Ashland ASH36 Installation Manual •4059-909•Rev J•06123 B. Offsets/Returns • Use an offset/return to bypass overhead obstructions. • An offset and return can be used as a single entity or separated by chimney section(s). WARNING!Risk of Fire!®O NOT use offset/returns greater than 30°. Chimney draft will be restricted and could cause overheating and fire. Secure offsets with screws(not to exceed 112"/13 mm in length) Secure returns with strapping. Straight chimney sections may be secured with screws. Keep chimney sections from separating or twisting. • Measure the shift needed to avoid the overhead obstruction. Refer to dimension A in Figure 4.2. • Find the appropriate A dimension listed in Table 4.3.The B dimension coinciding with the A dimension measurement in Table 4.3 represents the required vertical clearance needed to complete the offset/return. • Read across the chart to find the number of chimney sections/model numbers needed between the offset and return. A Example: r-- Your"A"dimension from Figure 4.2 is 14-1/2 in. (368 mm). Using Table 4.3 the dimension closest to, but not less than 14-1/2 in. (368 mm)is 15-3/4 in. (400 mm) us- B ing a 30'offset/return. You determine from the table that you need 36-5/8 in. (930 mm) (Dimension "B") between the offset and return. i__-J 1-1/4 inp(32 mm) The chimney components that best fits your application OVERLAP are two SL1112's. Figure 4.2 Chimney Offset/Return Table 4.3 Offset Dimensions A B in. mm in. mm SL1106 SL1112 SL1118 SL1136 SL1148 4 7/8 124 17 718 454 7 1/4 184 22 559 9 3/4 248 26 118 664 2 10 1/4 260 27 1/4 692 - 12 3/4 324 31 3/8 797 1 13 114 337 32 3/8 822 - 15 3/4 400 36 5/8 930 - 2 18 1/8 460 40 3/4 1035 1 2 18 3/4 476 41 3/4 1060 - 1 213/4 552 47 1194 - - 2 22 1/4 565 48 1219 24 3/4 629 52 1/8 1324 27 314 705 57 3/8 1457 28 1/4 718 58 3/8 1483 30 3/4 781 62 1/2 1588 33 3/4 857 67 3/4 1721 36 3/4 933 73 1854 39 3/4 1010 78118 1984 - - _ 2 _ 41 1/8 1045 82 3/8 2092 1 - - 2 - 45 3/4 1162 88 112 2248 - 48 1/8 1222 92 3/4 2356 1 1 51 3/4 1314 98 7/8 2511 - - _ _ 2 Proper assembly of air cooled chimney parts results in an overlap of chimney joints of 1-1/4 in.(32 mm).Effective length is built into this table. Majestic•Ashland ASH36 Installation Manual •4059-909.Rev J•06123 17 C. Termination Requirements • Install a cap approved and listed for this fireplace system. • Locate cap where it will not become plugged by snow or other materials. • Locate cap away from trees or other structures. • The bottom of the termination cap must be at least 3 ft(.91 m)above the roof AND at least 2 ft(.61 m)above any portion of roof within 10 ft(3.05 m). • The distance required between caps is shown below. Slanted Roofs Chimney must extend 2 ft(.6 m) above any portion of the roof or Chimney must adjacent structures within extend 3 ft(.9 m) 10 ft(3 m)of the chimney above the roof Flat Roofs Chimney must extend 2 ft(_6 m) above any portion of the roof or adjacent structures within 10 ft(3 m)of the chimney Chimney must extend 3 ft(.9 m) above the roof Multiple Chimney Locations Gas,Wood or Fuel Oil A Termination Cap g 6 in.(minimum)up to 20 in. 78 in.minimum + 152 mm/508 mm 457 mm } 20 in,and over 0 in.minimum B Wood -- � Minimum o —A*— (See a illustration above) a Gas Termination Cap.. 0==0 0�00 If using decorative cap cover(s),this distance may need to be increased.Refer to the installation instructions supplied with the decorative cap cover. In a staggered installation with both gas and wood terminations,the wood termination cap must be higher than the gas termination cap. Figure 4.3 Multiple Chimney Locations 18 Majestic•Ashland ASH36 Installation Manual •4059-909 e Rev J•06123 5 Chimney installation A. Typical Chimney System NOTICE: Chimney performance may vary. • Trees, buildings, roof lines and wind conditions affect performance. • Chimney height may need adjustment if smoking or overdraft occurs. Chimney must extend Termination Cap beyond combustible roof structure Additional Maintain minimum support for tall chimneys height of chimney above roof Storm Collar Install roof flashing Maintain minimum according to minimum clearances to requirements combustibles as specified Support straps for offsets Offsets/returns (not shown)must be may not exceed secured to adequate framing 30°from vertical Offsets/returns must be secured with screws Lock chimney (outer pipe only) sections together firmly to resist Attic shield movement The chimney must be Ceiling firestops enclosed from the are required where fireplace to the attic chimney passes maintaining the 2 inch through ceiling or clearances. floor Figure 5.1 Typical Chimney System-Guidelines for Chimney System Installation Majestic•Ashland ASH36 Installation Manual •4059-909-Rev J•06123 19 B. Assemble Chimney Sections C. Install Chimney Air Kit (optional) Use only those components described in this manual. Follow instructions included with accessory. Substitute or damaged chimney components could impair safe operation and cause overheating and fire. Attach either a straight chimney section or an offset to the top of the fireplace (depending on your installation requirement). Chimney sections are locked together by Chimney pushing downward until the top section meets the stop bead on the lower section. Air Kit The inner flue is placed to the inside of the flue section below it.The outer casing is placed outside the outer cas- ing of the chimney section below it. See Figure 5.2. NOTICE.Chimney sections cannot be disassembled once locked together. Plan ahead! 0 • Lock chimney sections and/or offsets/returns together by pushing downward until the top section meets the stop bead on the lower section. 0 • Pull on the top section to make sure it is fully engaged and will not separate. • You may use#6 or#8 sheet metal screws no longer than 1/2 in. (13 mm)to fasten chimney sections together. Do NOT penetrate inner flue. WARNING!Risk of Fire! You MUST use screws to fasten offset/returns to chimney sections to keep the chimney parts from twisting. Failure to do so could cause fire. • Fasten offset/returns to chimney sections. Do NOT Figure 5.3 CAK on Top of Unit penetrate inner flue. • Secure chimney returns with hanger straps provided; fasten to studs or joists. • Vertical straight runs of chimney must be supported every 35 ft(10.7 m). Figure 5.2 Assembling Chimney Sections WARNING! Risk of Fire! DO NOT install substitute or damaged chimney components. 20 Majestic•Ashland ASH36 Installation Manual 4059-909•Rev J.06I23 D. Secure Offset/Return When offsets and returns are joined to straight pipe sec- ROOM ABOVE(non-insulated ceiling) tions, they must be locked into position with the screws B (outer only). To prevent gravity from pulling the chimney kA sections apart,the returns and the chimney stabilizers have hanger straps for securing these parts to joists or rafters. See Figure 5.4. Use # 6 or# 8 sheet metal screw, or larger, no longer Ceiing firestop than 1/2 in. (13 mm). attached to bottom of framing 2 in (51 rYlril) WARNiNGI Risk of Fire! clearance • Secure offsets with screws(not to exceed 112 in./13 mm In length). ATTIC ABOVE(insulated ceiling) • Secure returns with strapping. y y e secured with screws Ceiling firestop Straight chimney sections may b • attached to top of (not to exceed 112 in.113 mm In length) at the joints. framing • Keep chimney sections from separating or twisting. T I 2 in. (51 mm) I 1 clearance I I I :I Dote:Use same dimensional lumber for framing I 1� Ceiling ceiling firestop and joists. Firestop Straps A B y Joint Catalog# in. mm in. mm f Band FS538 L17 432 17 432 Optional (Optional)Additional FS540 432 26 660 Support U Figure 5.5 Installing the Ceiling Firestop Figure 5.4 Secure the Chimney WARNING! Risk of Fire! ®O NOT seal area between firestop opening and chimney pipe except where they en- ter the attic or leave the warm air envelope of the home E. Install Ceiling firestops (use 600'Fsealant). CAUT/ONI Risk of Fire!Ceiling firestops must be used whenever the chimney penetrates a ceiling/floor. • Chase construction requires ceiling firestops at each floor or every 10 ft. (3.05 m) of clear space. • The ceiling firestop slows spread of fire and reduces cold air infiltration. • Install a ceiling firestop whenever chimney penetrates ceiling/floor. • Mark and cut an opening in ceiling as shown in Figure 5.5. • Frame the opening with the same size lumber used in the ceiling joists. • Nail the ceiling firestop to the bottom of the ceiling joists when there is a room above. • Use an attic insulation shield if the ceiling is insulated. The ceiling firestop may then be attached above or below the joists. Majestic•Ashland ASH36 Installation Manual •4059-909•Rev 1•06/23 21 F Install Attic Insulation Shield WARNING!Risk of Fire! You MUST install an attic insu- lation shield when there is any possibility of insulation or other combustible material coming into contact with the chimney. Pre bend the tabs to rest against pipe to • DO NOT pack insulation between the chimney and the prevent insulation attic insulation shield. from falling in. • Failure to keep insulation and other materials away from chimney pipe could cause fire. Insert three • DO NOT offset chimney inside insulation shield. screws • Combustible material may come into contact with the attic insulation shield as long as the required clearances are maintained to the chimney pipe. Installation of a ceiling firestop is required: (5)Tabs bent in 90° • Refer to Figures 5.5, 5.6, 5.7. • If the attic shield is pre-rolled continue. If it is a flat part, 1 Figure 5.6 Prepare Attic Insulation Shield try and roll it up to aid in wrapping it around the chimney. • Pre-bend all the tabs in at the top to 450. • Wrap the shield(around the chimney if already installed) Tabs bent in to until you have an overlap and the three holes on each Pipe rest against pipe side match up (large holes on top). 2 in.(51 mm) • Insert three screws into the matching holes to form a airspace tube starting at the bottom. I Attic Insulation Shield I • Bend the tabs on the bottom of the tube inward to 900 to I 1 17 in.(432 mm) maintain chimney air space. Tabs bent diameter • Rest the insulation shield on the ceiling firestop below. I in 90• 1 Ceiling Firestop • Tape off any opening around the bottom. I J I fnonono . I If you wish to make a custom shield or barrier, follow U 4 I a i n Pipe I s I n these guidelines: ' I [ • Metal is preferred, although any material stiff enough to 13 in. hold back the insulation can be used. (330 mm) Seal with tape WARNING!Risk of Fire!Use of cardboard or other Figure 5.7 Install Attic Insulation Shield(firestop above ceiling) materials that can deflect under humidity or other envi- ronmental conditions is not recommended. • The shield or barrier must be tall enough to extend above the insulation and prevent blown-in insulation from spilling into the cavity. Tabs bent in to • Maintain specified air spaces around chimney. Frest against pipe Pipe • Check instructions and local codes for further details. 2 in.(51 mm) air space Attic Insulation Shield Double-check the Chimney Assembly I i 17 i met r I diameter Continue assembling the chimney sections up through Tabs bent the ceiling firestops as needed. While doing so, be I in 90• aware of the height and unsupported chimney length limitations given under Section 5. I Check each section by pulling up slightly from the top 13 in. -► R (330 mm) Pipe Ceiling Firestop to ensure proper engagement before installing the suc- ceeding sections. If they have been connected correct- ly, they will not disengage when tested. seal with tape Figure 5.8 Install Attic Insulation Shield(firestop below ceiling) 22 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J e 06/23 G. boot Penetration • Refer to Figure 5.9. • Plumb from roof to center of chimney. • Drive a nail up through roof to mark center of pipe. • Measure to either side of nail and mark the 17 in.x Win. (432 mm x 432 mm)opening required. • Measure opening on the horizontal; actual length may be larger depending on roof pitch. • Cut out and frame opening. Install Flashing • Assemble chimney so it passes through the framed opening. • Slip the flashing over the chimney. I NOTICE: Roofing shingles must be below the flashing plate on the lower side of a sloped roof and over the flashing plate on the sides and top. • Nail the flashing to the roof. Keep gaps between the flashing plate and the roof to a minimum. • Caulk the flashing plate and roof junction as well as the vertical seam on the flashing.All nail heads must be caulked with a roofing sealant. • Caulk the overlap seam of any exposed pipe sections that are located above the roof line to prevent leaks. ° ° H. Install Chase/Chase Top • You MUST use a chase top in a chase installation. Chase tops may be field constructed. • Include a turndown and drip edge to prevent water from seeping into the chase. • Include a 2 in. (51 mm) soldered, welded or spun collar around pipe opening to keep water out. Figure 5.9 Ceiling/Attic Construction • Provide a 1/8 in. (3 mm)gap around the flue pipe. • Slope the chase top downward away from the opening. Slope Downward 2 in.(51 mm)Collar (1/4 in.per foot on Chase Top WARNING!Risk of Fire!DO NOT caulk the pipe to the mini um) chase top collar. • Caulk all seams to prevent leaks_. , fTum-down Drip Edge Chase .018(26 ga)min. Galvanized Chase Top Figure 5.10 Chase Top Construction Majestic•Ashland ASH36 Installation Manual -4059-909.Rev J•06123 23 1. Termination Caps Requirements • Install a cap approved and listed for this fireplace system. • Locate cap where it will not become plugged by snow or other materials. Assemble • Locate cap away from trees or other structures. storm collar Termination around extended Cap • The bottom of the termination cap must be at least 3 ft termination cap pipe (.91 m) above the roof AND at least 2 ft(.61 m) above once cap is any portion of roof within 10 ft(3.05 m). Installed, Do NOT Caulk gaps between block air storm collar&pipe, storm holes �+ and stone collar 3 clip brackets. J. Install Termination Cap &chase top. I o I Slip over chase collar and attach with screws Install the chimney sections up through the chase enclo- ' I provided. sure. ' ' The last section of a must I I 1 stop b (p Collar 1 I I ; p between 2 in.(51 mm) 1 1 I above the top of the chase and • Caulk the overlap seam of any exposed pipe sections Minimum Heigh t1 1 1 1 1 I 4314 in.(121 mm)below the that are located above the roof line to prevent leaks. he chase. 2 in.(51 mm) • Refer to termination cap instructions. ,maximum I—4 314 In.(121 mm) WARNING!Risk of Fire! Use only termination caps ii Maximum described in this manual. The minimum overlap of cap to pipe (as shown in the following illustrations)MUST be met or chimney may separate from cap. Separation allows sparks, heat and embers to escape. NOTICE:Paint the termination cap with a rust-resistant paint to protect against the effects of corrosion on those parts exposed to the weather. Figure 5.12 Installing a TR71T-B Round Telescoping Termination Ca Termination 1 I Cap 1 1 Slip I I storm collar around chimney pipe before termination Flange Termination Ca caulk or sealer under Place waterproof cap pipe is snapped p each flange of the into the Chimney block NOT termination capand pipe. i i block air holes on top of each screw Caulk gaps between 6 in.(153 mm) v 1 to help prevent leaks storm collar&pipe, f I Storm I I Minimum top of I I The last section of pipe and storm collar I Collar I chase to top of I must stop between 2 in.(51 &chase top. I ¢ I I + chimney pipe I I mm)above the top of the I chase and 4 314 in.(121 Collar I Collar ' I mm)below the top of the ( )I _—— 2 in.(51 mm) chase. Minimum He grit Chimney � Minimum Height I I Chase Top I I 2 in.(51 mm) Chase Top I } aximum I -- +314 in.(121 mm) maximum —— Chase I I Chase I Chimney I I 1pe 1I Termination cap pipe and chimney section must be snapped Figure 5.13 Installing an ST1175 Square Termination Cap together to maintain an overlap of 1-1/2 in.(38 mm). Figure 5.11 Installing a TR11&TR11-TV Round Termination Cap 24 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06123 Assemble storm collar Place waterproof sealer around extended Termination under each flange of the termination cap Cap(not shown) termination cap and on pipe top of each screw to once cap is CT-11A-8 Remove 2 screws ma on Ca help prevent leaks. installed. from front&back Do NOT block to lift the top off I Caulk gaps between air holes I f The last section of pipe storm collar&pipe, I I must stop between 2 in. and storm collar Storm Collar j (51 mm)above top of &chase top. I p 3 clip brackets. Collar chase and 4-3/4 in.(121 Slip over chase collar 2 in.(51 mm) I I mm)below top of chase I I and attach with screws Minimum Height I I I provided. Collar I I The last section of pipe must stop Chase To I 2 in.(51 mm) 2 in.(51 mm) I I i I between 2 in.(51 mm)above the klinimum Height I I I I I top of the chase and 4 314 in.(12l mm)below the top of the chase. 4-3/4 in.(121 mm) MChimne Chase Top 2 in.(51 mm) -314 in.(121 mm) ---- -__ —— 1 Chase I Chimney I Ipe 11 Figure 5.14 Installing a TCT1175 Terra Cotta Cap Figure 5.15 Installing a DTO134/DTO146/DTS134/DTS146 Cap Majestic•Ashland ASH36 Installation Manual ,4059-909 o Rev J 06/23 25 6 Shrouds WARNING!Risk of Fire!Shrouds must be constructed 1. ®pen 'fop Shroud as specified. Improper construction may overheat chase top. TR11/TR11T TV (top vented) caps do not require radia- Shrouds may be field constructed where permitted by tion shield. regional building codes. NOTICE.Some regional codes require an agency-Listed shroud. Consult your local building officials. Min. Top Dim. Radiation The shrouds must be constructed from minimum .018 I Min. Shield in. (26 ga)thick aluminized steel. Top Dim. Some shrouds require a radiation shield. Use where 14 1/2 in.(3688 mm) specified. maximum height Min.Opening 3 in(76 mm) Width A. Radiation Shield minimum Radiation shield must be constructed of minimum 26 ga Min.Opening in. thick sheet metal. widen Base Dim. Min. o/ H 171/2 in.(444.5 mm)Round Hole to fit over cap Base Dim TR11/11T TR11/11TTv Min.Base Dims. in 32 x 32 26 x 26 660 3 in.(76 mm)tall legs mm 813 x 813 x 660 Radiation Radiation Shield Shield Not Length x Width to fit inside shroud Required Required Min.Top Dims. Figure 6.1 Radiation Shield in 29 x 29 23 x 23 mm 737 x 737 584 x 584 Min.Opening Width B. Field Constructed Shrouds in 26 x 26 20 x 20 mm 660 x 660 508 x 508 The following field constructed shroud designs have been tested for HHT fireplace systems and termination Figure 6.2 Open Top Shroud Dimensions caps. TR11/TR11T caps require radiation shield unless in- stalled partially above the shroud. The TR cap must be raised to the minimum dimensions(or greater)above the shroud. Refer to Figure 6.3. (TR Series) 6"Min. Above the Shroud. Maximum Height Storm 141/2 in.(368 mm) (SHROUD) Collar Shroud Leg Shroud Flue Leg ��7j3 in(76 mm) air space from Cha"se:Top— :;;:`, bottom of shroud to top of chase. Figure 6.3 Shroud&TR Series cap with no Radiation Shield 26 Majestic-Ashland ASH36 Installation Manual •4059-909•Rev J-06123 2. Mailbox Style Shroud Radiation shield required Minimum Opening Height 3 in.(76 mm) 0 Min.Opening Height Min.Height above bottom of termination 1 cap i TR11/11T TR11/11T TV Min,Base Dim Radiation Min. Min.Base Dims. Shield Base Dim Min,Opening Width in 34 x 34 28 x 30 3 in.(76 mm)Min. mm 864 x 864 1 711 x 762 Radiation Shield Height Min.Height Above Bottom of from top of Chase Termination Cap in E728-1/4 27-1/2 m 18 698 Min.Opening Width in 2E�L22 mm 7559 EM,in Min.Opening Height 18-1/417-1/2 Figure 6.4 Mailbox Style Shroud Dimensions 464 445 3. Roofed Style Shroud Radiation shield required t Minimum Height above Bottom of Termination Cap 1 Minimum Opening i atio Height 3 in.(76 mm) C - Radiation TR11/11T Shield Height� Radiation Shield—� Minimum TR11/11T TV �" ase Dimension Chase Top------- Min.Base Dims. Min.Base Dimension in 34 x 34 Min.Opening Width mm 1 864 x 864 Min.Height Above Bottom of Termination Cap in 23 mm 584 Min.Opening Width in 28 mm 711 Min.Opening Height in 12 L.Lm 1 305 Figure 6.5 Roofed Style Shroud Dimensions Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06/23 27 7FInishing A. Finishing Material Refer to Sections 1.13. and Sections 1.C.for combustible/ non-combustible materials. Refer to Figure 7.1 for non- combustible zone. These metal surfaces may be covered with non-combustible WARNING!Risk of Fire!You must maintain clearances. material. • DO NOT cover metal fireplace front with combustible 30o silicone sealant around materials. edge of fireplace • Install combustible materials only to specified clearances and drywall. on top front and side edges. • Apply metal lath to the metal face or non-combustible board with corrosion-resistant,self-drilling,self-tapping screws capable of penetrating the metal surface of the fireplace face in preparation for final finishing material. • Complete framing and apply drywall over framing. I> • A bead of 300-deg F minimum non-combustible sealant must be used to close off any gaps at the top and sides between the fireplace and drywall to prevent cold air leaks. • Only non-combustible materials may be used to cover the metal fireplace front. Figure 7.1 Non-combustible Facing Note:We recommend mor- tar be applied after facing materials are installed. 2 x 4 stud wall Finished combustible wall 2 x 4 header,flush with front of stand-offs 0 0 Combustible material o Note: If Lintel Bar is used make sure Non-combustible it does not cover combustible decorative facing material. Continuous, non-combustible sealant Bottom of fireplace opening Tile,stone or other Heakth and finished hearth may be non-combustible material Re actory the same height r� _ a- 1 in.Micore —Y :::::••:• :--•-;• or equivilent insulation Metal strips are placed 2 in.(51 mm) 1/2 in.Durock under the front of the fireplace and must Floor constructed of wood or extend beyond the front and sides of other combustible material fireplace opening by 2 in.(51 mm) Figure 7.2 Decorative Facing r 28 Majestic•Ashland ASH36 Installation Manual -4059-909•Rev J•06/23 `` VERY IMPORTANT.-Allow the mortar 72 hours to cure before operating the fireplace. 0 oeo 00 The noncombustible finishing material across the top of fireplace opening will be even If Mortar is applied, it should be applied after tl with lower edge of metal face. finishing material is installed_ Mortar will be applied between finishing materials and Noncombustible finishing molded brick edges, bottom and sides. materials MUST overlap side faces by 1 1/4 in. (32 mm) The seam between finishing materials and to cover the edges of the firebox top must be sealed with non- panels. Finished opening combustible sealant_ should be 36 x 38 in. (914 x 965 mm)to allow for door installation. The surface of the finished hearth extension and the surface of the hearth panel should be level. Figure 7.3 Facing Materials and Mortar Majestic•Ashland ASH36 Installation Manual •4059-909-Rev J•06/23 29 E. Hearth Extension, Building and Finishing WARNING!Risk of Fire!High temperatures, sparks, em- bers or other burning material falling from the fireplace may ignite flooring or concealed combustible surfaces. • Protective metal hearth strips MUST be installed. • Hearth extensions MUST be installed exactly as specified. A hearth extension must be installed with all fireplaces to protect the combustible floor in front of the fireplace from both radiant heat and sparks. • You MUST use a hearth extension with this fireplace. 12 in. • Refer to Figure 7.4 for minimum dimensions. (305 mm) • This fireplace has been tested and approved for use with a hearth extension insulated to a minimum R value of 2.�iJ'. 14 in. ((3 (914 mm) ) • The hearth extension material MUST be covered with0 in. tile, stone or other non-combustible material. (15, mm)• Manufactured hearth materials will usually have a \published R value (resistance to heat) or k value 0 in.(508 mm)Minimum (conductivity of heat). Refer to the formula in Table 6.1 to convert a k value to an R value, Figure 7.4 Hearth Extension Dimensions • Refer to Table 7.2 for hearth extension insulation alternatives. Table 7.1 R = 1/k x inches of thickness Table 7.2 Hearth Extension Insulation Alternatives,R value=2.06 Minimum k per inch r per inch thickness Material thick thick required Hearth&Home HX3,HX4 0.49 2.06 1 in. USG Micore 300TM 0.49 2.06 1 in. USG DurockTTM'Cement Board 1.92 0.52 4 in. Cement Mortar 5.0 0.20 10 1/2 in. Common Brick 5.0 0.20 10 1/2 in. Ceramic Tile 12.50 0.08 25 3/4in_ ArmstrongTM Privacy Guard Plus 0.46 2.18 1 in. Marble 14.3-20.0 0.07-0.05 291/2-41 1/4 in. 30 Majestic•Ashland ASH36 Installation Manual 4059-909•Rev J•06123 I. Fireplace Installed Flush on the Floor and Hearth Extension Raised to Bottom of Firebox Note:The bottom of the fireplace opening is 3-3/4 in. (95.3 mm) Opening above the bottom of the Non-combustible flooring a minimum of 20 in. (508 fireplace. Finished hearth must mm)in front of and 12 in. (305 mm)to each side of the NOT extend above this level. fuel opening is required. The hearth framing must be constructed of non-com- Noncombustible Finishing Material bustible materials (such as metal framing or equivalent 20 in.Min. material) and placed on HX3(s) or HX4(s) and 1/2 in. Hearth in,. I Durock, or equivalent material. Refer to Figure 7.5. Noncombustible Framing Material .° When creating the platform,allow for the thickness of the non-combustible finishing materials. 1 in.Micore and 1/2 in.Durock Seal gaps between the hearth extension and the front or equivalent Floor Protective Metal of the fireplace with a bead of non-combustible sealant insulation Hearth Strips or grout. Figure 7.6 Raised Platform Hearth Extension Detail Note:The bottom of the fireplace opening is 3-3/4 in.(95.3mm)above the bottom of the fireplace.Finished hearth must NOT extend above this level. Continuous, non-combustible sealant Durock Tile,stone or other m non-combustible material E n. 1 in.Micore,and 1/2 !LL_ Protective in.Durock or __ Metal Hearth equivalent insulation- Strip (see Table) - Floor constructed of wood or other combustible material '2 in.(51 mm) Note:For installations with vinyl flooring,special clearance recommenda- tions apply. < > Noncombustible Figure 7.5 Hearth Extension Construction Framing Material HX4 or equivalent Vinyl Flooring Figure 7.7 Raised Platform Hearth Extension-Framing Vinyl Flooring is sensitive to heat. A 48 inch minimum depth hearth extension is recommended when using vi- nyl flooring up to the wall. See Figure 7.5. Notice: Clearances that do not meet the minimum guidelines could result in damage or buckling to the vi- nyl flooring and is done at the installer's risk. Hearth and Home Technologies does not recommend adhesive based vinyl flooring due to thermal expansion. Floating-style flooring can be used, but will reach tem- peratures up to 110°F in a room with ambient tempera- tures of 70°F. Consult flooring specifications to ensure compatibility. Non-combustible Finishing Materials Figure 7.8 Raised Platform Hearth Extension-Finishing Majestic•Ashland ASH36 Installation Manual •4059-909.Rev J•06123 31 2. Raised Hearth Extension and Raised Fire- place Non-combustible flooring a minimum of 20 in. (508 mm) in front of and 12 in. (305 mm) to each side of the fuel opening is required. The hearth framing must be constructed of non-com- bustible materials (such as metal framing or equivalent material) and placed on HX3(s) or HX4(s) and 1/2 in. Durock, or equivalent material. Refer to Figure 7.9. When creating the platform, allow for the thickness of the non-combustible finishing materials. Seal gaps between the hearth extension and the front of the fireplace with a bead of non-combustible sealant or grout. Note:The bottom of the fireplace opening is 3-3/4 in.(95.3mm)above the bottom of the fireplace.Finished hearth must NOT extend above this level. Continuous, Bottom of non-combustible sealant fireplace opening Tile,stone or other _ non-combustible finishing Platform must be built material i to raise the bottom of the fireplace opening 20 in.minimum to the level of the Hearth Extension desired hearth height. Protective Metal 1 in_Micore or Hearth Strips equivalent insulation Non-combustible Floor and platform constructed of & 1/2 in. Durock Framing Material wood or other combustible material Figure 7.9 Raised Hearth Extension and Fireplace Framing Materials 3. Fireplace Opening and Hearth Extension Flush with the Floor Note:The bottom of the fireplace opening is 3-3/4 in.(95.3mm)above the bottom of the fireplace.Non-combustible flooring a minimum of 20 in.(508 mm) extend above this Finished hearth must NOT extend above this level. Bottom of in front of and 12 in. (305 mm) to each side of the fuel Fireplace opening is required. y Opening The hearth framingt be of Finished must e constructed non-com- FloorFloor � 20 in.Min. -r bustible materials (such as metal framing or equivalent I'Hearth Extensiono material) and placed on HX3(s) or HX4(s) and 1/2 in. Durock, or equivalent material. Refer to Figure 7.10. 1 in.Micore and 112 in.Durock Non-combustible Finishin Material Protective Metal When creating the platform, allow for the thickness or equivalent g Hearth Strip of the non-combustible finishing materials. insulation Seal gaps between the hearth extension and the front of the fireplace with a bead of non-combustible sealant or grout. Figure 7.10 Flush Hearth Extension Side View 32 Majestic•Ashland ASH36 Installation Manual •4059-909-Rev J-06/23 C. Non-Combustible Sealant Material D. Mantel and Wall Projections After completing the framing and applying the facing The combustible mantel may have a maximum depth of materials over the framing, a bead of non-combustible 12 in. (305 mm) that is positioned 22 in. (559 mm) above sealant must be used to close off any gaps at the top the opening. Combustible trim pieces that project no more and sides between the fireplace and hearth. than 1-112 in. (38 mm) from the face of the fireplace can be placed no closer than 6 in. (152 mm)from the top of the opening. • the metal surfaces of the fireplace, • where the non-combustible board is placed over the metal surfaces, Non-combustible Sealant • the space between the metal face of the fireplace and framing members WARNING!Risk of Fire! • You must seal around the finishing material to fireplace. Combustible Wall Combustible Decorative Facing 7 ft(2134 m minimum base of firepl to ceiling Figure 7.11 Place Non-combustible Sealant 2 x 4 stud wall WARMING!Risk of Fire! O Grid represents Hearth & Home Technologies is not responsible for 1 in.squares discoloration, cracking or other material failures of finishing materials due to heat exposure or smoke. St ndoffs 12 inJ305 mm Choose finishing materials carefully. Mantel t I O 22 inJ.5 9 mm minimum 12 in.1305 mm Non-co bustible minimum Decora ve Facing such a : el Steel,i on,brick, tile,co Crete,slate, 6 inJ152 mm glass, lasters. minimum DO NO cover any air open gs in the face 1 112 inn8 mm of the fire ace. maximum Ih Measured from top of fireplace opening ARNING: Seal joint with non-combustible sealant to prevent heat from being drawn into the wall cavity. Figure 7.13 Mantel Specifications Majestic-Ashland ASH36 Installation Manual -4059-909-Rev J-06123 33 ----- E. Sidewalls/Surrounds IIPn-.ctrhus'io!e 1.a11 �!r---w-m��=liG!= i • Locate adjacent combustible sidewalls a minimum of 24 1 Deccra!we Facing 'tilt.=mm { T•,m,•- in. (61 D mm)from fireplace opening. t�i:a cl IYER3C2 Mantle leg, surround, stub wall, whether combustible or non-combustible, may be constructed as shown in '.el Stud l,a!-� �I Figure 7.15. a re bo the fireplace up� _, to eel ng 1.7 It min r 12 in 2.!a_e 1 i365 mm1 . Deep elal support to slaelce era9 and mantel i � - i�-" 0' � � ' t ,S' r c trsl,ale I T i t SJon-cat�tnlzGLle _ 1 �cr tre Fsort3 .. 4 cP s:2:+7c"F_ mantel ar -G in;5'.4 rrm :.• + � t'-� -\!_1 ngmateinal 1 � t ma,/hepasdmned; U Z C`� E ! arrhefe rdIDm 0 1.r r�+ a ":Mesh aded area } m .� N O Ui CO On LJ `f.Ap>.-:n:lh ron-ccmG:.st b:r o C 1= i ur�.a la rv.vmtf�vl G:=n'l..rEr „N_. C E tLaan m:Dlhe Half["JNtY. C7 E CO Qr 0 o V o o Figure 7.14 Mantel Specifications-Non-Combustible Z I pt aSGP N v o _1 IY C E oo E tN i Figure 7.15 Mantel Leg, Surround or Wall Projection(acceptable on both sides of opening) 34 f0ajestic-Ashland ASH36 Installation tvtanual •4059-909-Rev J•06123 8 Fireplace Setup A. Install Hearth Molded Brick Panel C. Install Side Molded Brick Panel • Place hearth panel into the fireplace. • If a gas line is to be installed, remove the knockouts in the inner firebox and in the outer shell on the side of B. Install Back Molded Brick Panel your choice. Refer to dimension drawings for location of • Remove screen rods. knockouts and Section 7.1.for gas provisions. • Remove smoke shield. • Install side panel, tapered edge to the front. Align the • Refer to Figure 8.1. front edge with the front of the column (or butted to the • Set the grate brackets in place,26.5 in.(673 mm)center surround if installed). to center. • Install two refractory clips in the mortar lines across the • Install the back panel. Center from side to side. top.Tighten these and all previously installed brackets. • Install two refractory clips in the mortar lines across the • Install second side panel following the steps above. top.Tighten these and all previously installed brackets. • Replace smoke shield. Refractory Refractory clips Back Traditional Clips LH Traditional Refractory LH Herringbone Back Herringbone Refractory Refractory Refractory Grate Retainer Grate Retainer Hearth ` Hearth Figure 8.1 Traditional Molded Brick Panel Figure 8.2 Herringbone Molded Brick Panel Majestic o Ashland ASH36 Installation Manual •4059-909-Rev J.06/23 35 D. Install Screens • Lay one screen panel flat and slide the round end of the rod through the rings starting at the handle side of the screen. Leave the last ring off the rod. • Insert the rod through the hole in the bracket. Slip the last ring over the rod on the other side of the bracket. • Fasten the flat end of the screen rod back in place using the screw removed earlier. • Repeat for the other screen panel. Round end of Rod through rings, then into Screen Rod Clip Top of Fireplace CD c m %Firrebox d Screen p p �6 U Figure 8.3 Install Screens E. Install Mortar(Optional) The brick panels have been designed for installation without the use of mortar being necessary. If the look of mortar is preferred, it is available and can be installed. Follow the directions on the container for mixing. Note: Herringbone refractory may require two buckets of mortar. The Traditional requires only one. F. Grate • Install the grate if a gas log set is not going to be installed. • Position the rear grate legs into the grate retainers. 36 Majestic•Ashland ASH36 Installation Manual •4059-909-Rev J•06/23 G. Gas Log/Lighter Provision WARNING! Fire and/or Asphyxiation Risk! Use with solid wood fuel or decorative gas appliance only. Gas fire generates fumes. Outer shell Firebox of fireplace • Damper must be locked fully open when gas logs are Maintain air clearance installed to combustibles. A certified gas log lighter or decorative gas log set can be Refractory installed in this fireplace. / / Combustible Vented Gas Logs Seal with / fireplace mortar • / materials or non-combust-r • / Maximum input is 100 0 /' p 00 BTU/hr. ible sealant / • Decorative gas appliance must be certified to ANSI / Z2 .601CSA 2.26 Standard for Decorative Gas / Appliances for Installation in Vented Fireplaces". • 1 1/2 in.(38 mm) Must be Installed In accordance with the National Fuel X air space around Gas Code,ANSI Z223.1 and Natural Gas Installation F Gas line Gas line / pipe Code, CAN/CGA-B149.1-M95 or the Propane Installation Code, CAN/CGA-B149.2-M95, r•. • A as 10 Set must incorporate Combustible materials g g rporate a gas shutoff. may be located at zero • Gas Log set requires the damper to be locked fully open. Repack clearance to gas line • A listed automatic damper system with safety interlock insulation beyond 4 in.(102 mm) may be used in this fireplace with only compatible, knockout 4 in. from fireplace side. listed gas log sets.See damper system manufacturer's (102 mm) instructions. Figure 8.4 Gas Line Installation • Knockouts are provided on both sides of the fireplace and in refractories for 1/2 in. (13 mm) iron pipe. • Seal refractory around pipe with fireplace mortar or a non-combustible sealant. Unvented Gas Logs CAUTION!/f an unvented gas appliance is installed in the fireplace, the gas appliance must only be operated with the fireplace glass door fully open (if included). Gas Line Only unvented gas log sets which have been found to Dimple comply with the standard for unvented room heaters, ANSI Z211.11.2, are to be installed in this fireplace. If an unvented gas appliance is installed it must incorpo- rate an automatic shutoff device, and must be installed in accordance with the National Fuel Gas Code Z223.1, Latest edition. WARNING!Do Not operate an unvented gas log set in this fireplace with the chimney removed. H. Wood Burning inserts Gas Line Dimple WARNING!Risk of Fire!Improper installation of wood in- serts may cause fireplace or chimney system to overheat. If a wood burning insert is being installed in this fireplace, Hearth &Home Technologies recommends full reline of the chimney. • Cooling air openings at the top of the chimney must not Figure 8.5 Gas Line Dimples be obstructed in any manner. • Hearth&Home Technologies recommends securing the reline at the top of the flue and using the cap certified for use with this fireplace system. Majestic•Ashland ASH36 installation Manual -4059-909-Rev J-06/23 37 9 Reference Materials A. Chimney Components The following pictures show only those chimney components which may be safely used with this fireplace. Catalog# Description CAK5A Chimney Air Kit A ID4/ID6 Insulated Duct/OutSideAir 13 in. UD4/UD6 Uninsulated Duct/Outside Air 11 in. (330 mm) SL1106 Chimney Section-6 in.(152 mm)long (279 mm) SL1112 Chimney Section-12 in.(305 mm)long SL1118 Chimney Section-18 in.(457 mm)long B SL1136 Chimney Section-36 in.(914 mm)long Chimney Sections SL1148 Chimney Section-48 in.(1219 mm)long SL11 Chimney Stabilizer A B SL1130 Chimney Offset/Return-30 deg Catalog# in mm in mm FS538 Ceiling Firestop-Straight SL1106 6 152 4-3/4 121 F3540 Ceiling Firestop-30 deg SL1112 12 305 10-3/4 273 AS10 Straight Attic Insulation Shield,24 in.(610 mm) SL1118 18 457 1 16-3/4 425 JB577 Chimney Joint Band FSL1136 36 914 34-3/4 883 CB576 Chimney Bracket SL1148 48 1219 1 46-3/4 1187 RF570 Roof Flashing-Flat to 6/12 Pitch A= Actual Length RF571 Roof Flashing-6/12 to 12/12 Pitch B= Effective Length(length of chimney part after it has TR11 Round Termination Cap been snapped to another) TR11T B Round Telescoping Termination Cap TCT1175 Terra Cotta Termination Cap ST1175 Square Termination Cap TR-TVK TR Top Vent Kit DT0134 Short Octagon Decorative Cap DT0146 Tall Octagon Decorative Cap Inside DTS134 Short Square Decorative Cap 20-3Ain,. IDiameter DTS146 Tall Square Decorative Cap (527 11 in. LDS33 Decorative Shroud-3 ft x 3 ft(.91 m x.91 m) (279 mm) LDS46 Decorative Shroud-4 ft x 6 ft(1.22 m x 1.83 m) UtSlde Diameter LDS-BV Decorative Shroud-26 in.x 26 in.(660 mm x 660 mm) 13 in. Field Constructed Shrouds(See"Woodbuming Termination (330 mm) Cap") =V CT-11A-B Adapter-May be used with the following caps SL11 Chimney Stabilizer CT-Series DT-Series 38 Majestic•Ashland ASH36 Installation Manual 4059-909-Rev J^06/23 Inside Diameter 11 in. A (279 mm) 21 in. Outside �B �. (533 mm) Diameter 17 in. (432 mm) 13 in. (330 mm) Catalog# A B SL1130 Offset/Return FS538 0-deg. 17 in. 432 mm FS540 30-deg. 26 in. 660 mm Assembled Diameter:17 in./432 mm 15-1/4 in. Height:24 in./610 mm I(387 mm) AS10 Straight Attic Insulation Shield 13 in. 29 in. \ 25-1/4 in. (330 mm) 2 in. (737 mm) �� (641 mm) (51 mm) RF570 Roof Flashing JB577 Chimney Joint Band 15-1/4in. (387 mm) � I �-13 in. •) (330 mm) CB576 Chimney Bracket �9-7/8 in 28 in. (1013 mm) ��(711 mm) RF571 Roof Flashing Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06123 qr 39 IIIoil. n OOOCOOOJ�p 000000000 p`J00" - TR-TVK TR11 -Round Termination Cap 17-3/4 last_i ® Ir un ml 11 ® (279 000 00 31-118 1955 m1 1791 W) 11-1/C 1287 15312m1 8 1299 al 8-7/8 (226 1—) _ CT11-A Adapter TR11T-Round Telescoping Termination Cap �23.118 1589 0l 13.9/8 1192-1 32.314 187I of 9-1/2 (2R®1 1-T/8 1199®1 ST1175-Square Termination Cap x: ISSS st raxs 1 aan la�I`�1 -2' u•SIx 1lDl el 1}t0�I -IR 1191�1 TCT1175-Terra Cotta Cap 40 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06123 B gED .... ....... F, A �ao f�— — C DTS134/DTS146 DT0134/DT0146 Decorative Caps DT0134 A B C in 34 20 24 mm 864 508 610 OT0146 in 46 22.7 26 mm 1168 576 660 DTS134 A B C in 34 21.18 24 mm 864 538 610 DTS146 in 46 21.18 26 mm 1168 53B 660 Majestic-Ashland ASH36 Installation Manual •4059-909•Rev J-06/23 41 S. Optional Components 66 in. (1676 mm) 52 in. 20 in. (1321 mm) (508 mm) 16 in. (406 mm) HU Hearth Extension HX3 Hearth Extension 1/2 in. 1 (13 mm) /2 in. (13 mm) ID6 Insulated Duct d 6 in. (152 mm)i.d. F 42 in—. —� (1067 mm) C UD6 Uninsulated Duct I B J 4 >; 6 in. (152 mm) i.d. A 42 in -N LDS331LDS46 Decorative Shroud (1067 mm) El C D Catalog# in. mm in. mm in. mm LDS33 36914 8.5 216 11 279 46 4818291 8.5 216 11 279 LDSCPM - Corner Post Kit (for custom sizes) E f--D LDS-BV Decorative Shroud Catalog# A B C E E DFG4036 Series Glass Doors LDS-BV in. 26 12.5 15.5 22 23 (optional) mm 660 318 1 394 533 584 See your Majestic dealer for a complete list of optional components. c� 42 Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06123 This page intentionally left blank. Majestic•Ashland ASH36 Installation Manual •4059-909•Rev J•06123 43 Majestic, a brand of Hearth & Home Technologies 7571 215th Street West, Lakeville, MN 55044 www.majesticproducts.com Please contact your Majestic dealer with any questions or concerns. For the location of your nearest Majestic dealer, please visit"AA/.majesticproducts.com. 44 hlajestic-Ashland ASH36 Installation Manual •4059-909•Rev J•06123 V a - Generated by REScheck-Web Software Compliance Certificate Project Victir §t Chrisanthi Tzannes Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 1,935 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 15 Landing Lane Victor&chrisanthi Tzannes Kehl Brett Greenport, NY 11944 249-36 57th Ave Kehl Design Assoc. LLC. Little Neck, NY 11362 265 jasmine Lane 718-490-3666 Southold, NY 11971 Gldflwer@aol.com 631-433-9084 ssbn654@optonline.net tradeCompliance: Passes using UA off Compliance: 16.3%Better Than Code Maximum UA: 471 Your UA: 394 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 845 30.0 19.0 0.021 0.026 18 22 Ceiling 1:Cathedral Ceiling 198 30.0 19.0 0.020 0.026 4 5 Ceiling 2:Cathedral Ceiling 437 45.0 0.0 0.023 0.026 10 11 Ceiling 3:Cathedral Ceiling 563 49.0 0.0 0.022 0.026 12 15 Wall:Wood Frame, 16"D.C. 702 21.0 0.0 0.057 0.060 29 30 Orientation: Back Door: Glass Door(over 50%glazing) SHGC:0.28 24 0.300 0.320 7 8 Orientation: Back Door 1: Glass Door(over 50%glazing) SHGC: 0.26 95 0.300 0.320 29 30 Orientation: Back Window:Wood Frame SHGC: 0.31 56 0.290 0.320 16 18 Orientation: Back Project Title: Victir& Chrisanthi Tzannes Report date: 06/29/23 Data filename: Pagel of 2 A Cont.Gross Area Cavity • Prop. Req. Perimeter Window 1:Wood Frame SHGC: 0.31 26 0.290 0.320 8 8 Orientation: Back Wall 1:Wood Frame, 16"o.c. 288 21.0 0.0 0.057 0.060 16 17 Orientation: Right side Wall 2:Wood Frame, 16"o.c. 702 21.0 0.0 0.057 0.060 34 36 Orientation: Front Door 2: Glass Door(over 50%glazing) SHGC: 0.28 24 0.300 0.320 7 8 Orientation: Front Window 2:Wood Frame SHGC: 0.31 85 0.290 0.320 25 27 Orientation: Front Wall 3:Wood Frame, 16"o.c. 288 21.0 0.0 0.057 0.060 15 16 Orientation: Left side Door 3: Solid Door(under 50%glazing) 21 0.300 0.320 6 7 Orientation: Left side Floor:All-Wood Joist/Truss 1,935 30.0 0.0 0.033 0.047 64 91 Basement Wall: Wood Frame Orientation: Back Wall height: 9.0' 627 21.0 0.0 0.044 0.059 27 36 Depth below grade: 8.0' Insulation depth: 9.0' Window:Vinyl Frame SHGC: 0.32 12 0.290 0.320 3 4 Orientation: Back Basement Wall 1:Wood Frame Orientation: Front Wall height: 9.0' 627 21.0 0.0 0.044 0.059 28 37 Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall 2:Wood Frame Orientation: Right side Wall height: 9.0' 288 21.0 0.0 0.044 0.059 12 16 Depth below grade:8.0' Insulation depth: 9.0' Window 1:Wood Frame SHGC:0.32 19 0.290 0.320 6 6 Orientation: Right side Basement Wall 3:Wood Frame Orientation: Left side Wall height: 9.0' 288 21.0 0.0 0.044 0.059 12 16 Depth below grade: 8.0' Insulation depth: 9.0' Door: Glass Door(over 50%glazing) SHGC:0.32 21 0.300 0.320 6 7 Orientation: Left side 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 REScheck Version : REScheck-Web and to comply with the mandato requirements listed in the REScheck Inspection Checklist. -Bez IT N, a ttL- PAZ 71t,(dF_P_ �e -0'9 Name-Title Signatur Date Project Title: Victir& Chrisanthi Tzannes Report date: 06/29/23 Data filename: Page 2 of 2 -Rc)od APPROVED AS NOTED 5 COMPLY H AL CODES OF ' - DATE: L 23 B.P.� 7 N WIEW YORK STATE VOWN CODES FEE - Ob.5o s AS REQWRED AND CONDITIONS OF Bll NOTIFY BUILDING DEPARTMENT AT Sflllil�D�i��.. 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: x FOUNDATION=TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING 1-23- IRO .36 -23 INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.0. ALL CONSTRUCTION SHALL MEET THE TRUSS PLACARDING REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS .. Blower door and ductwork DO NOT PROCEED WITH testing required, FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. Must provide Manuals D,J and S as per NYS Energy Code ELECTRICAL INSPECTION REQUIRED PLUMBING bLI,,PLUMMNG WASTE Fire separation &WATER LINES NEED P TESTING BEFORE COVERING required as per NYS Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE RETAIN STORM WATER RUNOFF CERTIFICATE OF OCCUPANCY PURSUANT TO CHAPTER 236 OF THE TOWN CODE SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. ONE5TORY ADDITION FLISS SID NC MATTITUCK TOWN Of 5OUTMOLD , 5Uf fOLK COUNTY, NEWYORK ADDREVIATION5 GENERAL NOTES - I . CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL.WORK AND OBTAIN ALL. DIMENSIONS TO NAILING SCHEDULE. DRAWINGS p A IN5LIRE THE PROPER STRENGTH FIT AND LOCATION OF THE WORK, REPORT, IN WRITING, TO THE ARCHITECT ANY AND ALL PRESCRIPTIVE DESIGN LIMITATIONS: LIST O� D I\AWL N GS A/C -AIR CONDITIONER CONDITIONS WHICH MAY INTERFERE WITH OR OTNERW15E AFFECT, OK PREVENT, THE PROPER EXECUTION AND TITLE ADJ. -ADJACENT COMPLETION OF THE WORK. (AS PER 2001 \A/ECM TABLE 3. 1) _ AO_ PLANSSHEET NOTES AFF. -ABOVE FINISHED FLOOR 2. ALL. CONSTRUCTION SHALL. COMPLY FULLY WITH THE APPL.ICABL.E PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST JOINT DESCRIPTION NUMBER OF NUMBER OF A kIB!1TE EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. COMMON NAILS BOX N K NAIL.SPACING [IMITATION REFERENCE Flcukes PKOPosFD A-2 ELEVATIONS � SECTIONS ALLOW. -ALLOWANCE ALT. -ALTERNATE secTloN ALUM -ALUMINUM NUMBEkOFsrOkIFS A-3 DETAILS, NOTES RISER 3. ALL REQUIREMENTS SPECIFIED IN THE CODE 5HALI BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. K O O F F R A M I N G - 3 1.1.3.1a A/P -A5 PER THIS SHALL. NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE FLOOR SYSTEMS DIAGRAM 8 MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. RAFTER TO TOP PLATE(TOE-NAILED) (TADHE 3 4A) 3 -8d 3 - loci PER RAFTER3.1.3.2,r I UMBFk JOIST SPAN 26' "I 5'-4' JOISTS JOIST SPACING 24" 3.1.3.2b 1 6" BAIT. -BATTEN 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL. INSPECTIONS AS REQUIRED BY APPROPRIATE CEIL ING J05T TO TOP PL ATE (TOE-NA(LED) ..(TAB1 E 3.4A) 3 -8d 3 - 1 od PER-1015T CANTILEVFK-S -5LJPPOKTING LOADBFAKING WAttS oK 5HFA1;WAl I5 d(depth)' 3.1.3.2c. 2,la N/A DI-DG. -BUILDING BUILDING DEPAKTMENT5 ETC. CERTIFICATE OF OCCUPANCY, UNDERWRITERS CERTIFICATE, WARRANTEES AND LIEN RELEA5E5 _ SETBACKS-IOAUBEARING WAILS OP,SFIEAKWAIIS d 3.1.3.2d 2.Id N/A IS SHALL BE OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT. CEILING JOIST TO PAKALLEL_KAFTEK(FACE-NIAILEV (HEEL_JOINT) FLOOR VERTICAL FLOOROFFSFT CJ -CEILING JOISTS 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. I G"O.C. RAFTER 3:1 2 I U I Gd I 0-4Ud DIAPFIkAGMS FLOOR DIA'HRAGM ASPECT RATIO - d 3.1.3.2e 1.2 NIA CT -COLLAR TIES SLOPE: 4:12 8- I Gd 8 -40d FLOOR DIAf HRAGM Of FNINGS TABLE 3.I EB 3.1.3.2t - 1:I.25 CANT. -CANTILEVER G. GENERAL CONTRACTOR SHALL. COORDINATE FOR�A5E AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL.TRADES. ALL.SLOTS, (TABLE 3.9A) 5:12 G_ I Gd G -40d EACH LAP 1F.55 OF 12'DIMENSION 3.1.3.2g 1.4 NA 7:12 5 16d 5 -4Ud OF BlD'G.DIMENSION Cl.. -CLOSET SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. WALL SYSTEMS 9:1 2 AND GREATER 4- I Gd 4-40d CEIL. -CEILING 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS LOADBEARING WALL F1a lo' 3.I.3.3k HEIGHT _ CEILING JO15T LAPS OVER F nKTITION (FACE--NAILED) NON d_OADBEARING WALL FIEIGMT CI R. -CLEAR 20' 3.1.3.3ai C.O. -CLEAN OUT REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. WAIL STLlUS 24"O.C. 3.1.3.3h I 0'RAFTER SLOPE: 3:12 10- I Gd 10-40d WAt L.STUU SPACING 6" COL. -COLUMN 8. SUBMIT SAMPLES AND CATALOG CUTS OF ALL. MANUFACTURED ITEMS AND FINISH MATERIAL TO OWNER FOR APPROVAL. PRIOR TO ORDERING. (TABLE 3.9A) CONE. -CONCRETE 4 1 2 8- I Gd 8-4Ud SHEAkWAI l LINE OFFSETCODE FIRE SMOKE AND CARBON MONOXIDE DETECTION SYSTEM AS PER LOCAL. CODES AND NEW YORK STATE BUILDING 5:12 G - I Gd G -40d EACH LAP SI-IFARWAI.t_S SrieARWALL 5TOKYOFF51`7 4 3.1.3.3c I. 3.Ib N/A AN ALMS I5 7:1 2 5 I Gd 5 40d 5NFARWALt SEGMENTS ASPECT RATIO d 3.I.3.3d I.E N/A AREA OF PROP05ED ADDITION CPT. -CARPET 9. PROVIDE , TABLE 3.17D 3.1.3.3e 1.7 1:2.5 CT. -CERAMIC TILE CODE AND INSTALLATION. 9:12 AND GREATER 4- 1 Gd 4-40d ROOF _`:,YSTEMS 402 sf D 10. REPAIR AL.L. DAMAGES TO EXISTING BUILDINGS 4 51TE INCURRED DURING COURSE OF CONSTRUCTION. REPAIR MATERIALS, DBL.. -DOUBLE WORKMANSHIP AND FINISH SHALL MATCH EXISTINGADJACENT UNLESS OTHERWISE DIRECTED BY OWNER. COL LAP TIE To RAFTER(FACE-Nn1LED) RAFreksPANmoklr_oNrALPROJEcrION1 tL1MBFk zE' 3.1.3.4a 1 z' OCCUPANCY: RAFTER SLOPE: 3:1 2 3 - I od 3- 1 Od RAFTet_S RAFTER SPACING 24"O.C. 3.1.3.4b - 10. Resldentlal DIA. -DIAMETER (TABLE 3.GA) 4:1 2 2 - I Od 2 - I od RAFTER OVFKhIANG LFNGTI-I @ EAVF IF55 OF 2'OR KAFTER 3.1.3.4c 2.1 2'0"± DIST. -DISTANCE CONCRETE DN. -DOWN 5:12 2 - IUd PER TIE s1'AN/3 REFERENCE STANDARDS: I , ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000P51 2 - l od kAKE OVEkHANG LENGTH DW. -DISH WASHER G:1 2 AND GREATER 2 - 1 Od 2 - I Oci LESS OF 2'Ok PEkLIN 3.1.3.4c z,1 g 6° Resldentlal Code of New York State DWG. -DRAWING UNLESS OTHERWISE NOTED. CONCRETE EXPOSED TO WEATHER SHALL. BE AIR ENTRAINED. SPAN/2 E BLOCKING TO RAFTEK(TOE-NAILED) 2 - 8d 2 - I Od EACH END RooF store Wood Frame Construction Manual nF � Pn 2. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI FLAT - 12:I z 3.1.3.4d 7±:12 KOOF Climate Zone: 4 RIM BOARD TO RAFTER(END-NAILED) 2 - 16d 3 - �6ci EACH END EA. -EACH BUILDINGS CODE, ACI 3 16, AND MANUAL.ACI 315. DIAPI-IRAGMS ROOF DIAPHRAGM ASPECT PATIO TABLE 3.IEA 3.1.3.4e 1:1 25 Degree Days: 5750 E DESIGN LOADS: -ELECTRICAL PANEL CARPENTRY Ea. . _EQUAL WALL FRAMING ttics: 20 psf EQUIP. -EQUIPMENT I . ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLE-95 OTHERWISE NOTED. EXIST. -EXISTING TOP PLATE TO TOP (FiASF)ON SI1FATt11NC•NAILED PLATE (FACE-NAILED) -I Gd I 2 - 16d I PEK FOOT CLIMATIC * G EOG RAP H I C DESIGN CRITERIA 5L.epingtRoomsn tha 30 psf g Rooms 40 psf EXT. -EXTERIOR 2. ALL STRUCTURAL. FRAMING LUMBER SHALL BE #2 OR BETTER DOUG-FIR, F8= 1 ,200 P.5.1, /-.ND E = I ,000,0OO P.S.I. UNLESS OTHERWISE �N 6•O.C.oc AT rANeI eucEl INDICATED, WITH 5PP UTILITY 5HOE5 AND PLATES, STUD GRADE FPF: ALL LINTELS SHALL BE DOUG-FIR WITH PB = 1450 P.5.1.. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4 - I Gd 5 - 1 Gd JOINTS-EACH SIDE _ tabs: 40 p5f F FAI. -FRESH AIR INLET(INTAKE) 3. ALL. ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHAI_l. MEET THE REQUIREMENTS OF THE STUD TO STUD(FACE-NAILED) 2 -1 Gd 2 - 1 Gd 24"O.C. SNOW (5 PEED IN DE5 GIN c L NUEKIAY- FLOOD Handrails: 200# SUBJECT TO DAMAGE BY WINTER FD. -FLOOR DRAIN LATEST EDITION OF THE U.S. PRODUCTS STANDARD P5-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF wEANG FROST LINE UE�IGN QUIRMFNT Roof: 20 psf ground snow load LOAD MPH) CATEGORY TERMITE DECAY TEMP. HAZARDS FF. -FINISH FLOOR THE AMERICAN PLYWOOD ASSOCIATION. HEADER TO HEADER(FACE-NAILED) I Gci I Gd I G"OC ALONG EDGES LNG DEPTH KEQDIkED Basic Wind Speed: 120 mph FIN. -FINISH N/A PER MUD.TO SNGI-IT TO Uplift: 18. I# 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY, OR CONCRETE, MUST BE PRESERVATIVE TREATED, WITH OIL-BORNE TOP OR BOTTOM PLATE TO STUD (END-NAMED) 2 - I GJ 2 -40d PER 2x4 STUD 20 PSF 120 K 301.2.2 SEVERE 3101. I-IEAVY MODERATE III YES No Dead Loads: 10 psf FIG. -FLOORING 3 - I Gd 3 -40d PER 2xG STUD FL. -FLOOR CHEMICALS OR CREOSOTE, TO DEFINITE RETENTION,-) AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-I AND C-2. FLUOR. -FLUORESCENT BEARING PLATES, AND MOISTURE BARRIER, SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL. BOTTOM PLATE TO FLOOR JOIST, BANDJo15T,ENDJOIST OR BLOCKING 2 - I Gd 2 - I Gd PER FOOT DEFLECTION LIMITS: (FACE-NAILED) (BASED ON SHEATHING NAMED a 6"O.C. AT PANEL EDGE) Rafters with no ceiling attached: L./ 180 FP. -FIRE PROOF r • ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL. oors: 1./ 300 -FIBERGLASS � FG DE51GN SPECIFICATIONS FOR 5TRE55 GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL. BE FURNISHED AND INSTALLED, COMPLETE F L O O R FRAMIN G FP5C -FIRE PROOF 5ELF-CL05ING WITH ALL FA5TENING5, ANCHOK5, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL. BOLTS G CONNECTING WOOD MEMBERS SHALL BE 5UPPLIED WITH AND TIGHTENED AGAINST STEEL. WASHERS OR PLATES. J015T HANGERS AND JOIST TO SILL,TOP PLATE OR GIRDER(TOE-LNALED) 4 -8d 4 - I od PER JOIST GA. -GAGE CONNECTORS, STEEL, BRIDGING AND OTHER 5'.7' CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW GAL.V. -GALVANIZED YORK STATE BUILDING CODE REQUIREMENTS. vd`LFRE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE BRIDGING TO JOIST(TOE-NAILED) 2 -lid 2 - I Od EACH END GL. -GLA55 FURNISHED IN ADEQUATE NUMBER AND SIZE. BLOCKING TO JOS5T(TOE-NAILED) 2 -8d 2 - Lod EACH END GYP BD. -GYPSUM BOARD G. ALL CARPENTRY WORK SHALL BE PERFORMED IN;:ONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF h BLocKtN1G To sn_L-OF,Tor PLATE(TOE-NAil1_EC 3 - 16d 4- 16d EACH BLOCK MANUFACTURER5' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS: HDR. -HEADER A. DOUBLE ALL JOISTS UNDER PARALLE!-- PARTITIONS ABOVE. LEDGER STRIP To BEAM (FACE-NA(LED) 3 - a Gd 4- 1 Gd EACH JOIST HM. -HOLLOW METAL HD -HOLD-DOWN STRAPPING B.IFASTEN SECURELY ALL PARTS Of CARPENIFY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - loci PER JOIST HB -HOSE BIBB (NON-FR)fEZE) SECURE WITH SUFFICIENT NAILS, SPIKES AND50LT5 TO INSURE RIGIDITY. HVAC HEATING VENTILATION f- AIR CONDITIONIMG C.I NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO I OD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE BY 16 INCH BAND JOIST TO JOIST (END-NA(LED) 3 - I6d 4 - L Gd r'EK JOIST I METAL 5TRAP5 AND TWO 8D NAILS TO EACH JOIST, BAND JOIST TO SILL OR Tor PLATE(TOE-NAVLEF)) 2 - I ,d 3 - I Gd L'EK FOOT INSUL. -INSULATION INT. -INTERIOR D. PROVIDE SOLID SURFACES AT LEAST 1-1/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL- CORNERS FOR SECURING DRYWALL, ETC.. ROOF S f1 E A T f1 I N G LFORM SURFACES WITH FRAMING MEMBERS,OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT EACH END. AM. -LAMINATE E. TAIL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR HANGERS, AND SPIKED STRUCTURAL PANELS: - PANEL INTERMEDIATE L.AV. -LAVATORY SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. (TABLE 3.8) EDGES SUPPORTS LD'R -LEADER (ALUM. U.O.N.) INTER10DR ZONE 8d I Oci 4" G„ M F. ALL STUDS SHALL. BE PROVIDED AND SECURED TO SUPPORTING MEMBER5 !N 5TKIC1 ACCORDANCE WITH NEW YORK STATE CODE AND A5 NOTED HEREIN. 4" 4" MAX. -MAXIMUM PERIMETTEKEDGE ZONE 8d I od ALL PTE ^LINES i Wp,S D MFG'R. -MANUFACTURER (1) PLATES AND BLOCKING SAME WIDTH A5 RELATED STUDS OR WIDER. &WATER LINES NEED MISC. -MISCELLANEOUS (2) FRAMING TO SUIT WORK OF OTHER TRADES. GABLE ENDWALL RAKE WITH I.00KOUT BLOCM 8d 1 od 4„ 4„ TESTING BEFORE COVERING M.C. -MEDICINE CABINET (3) PROVIDE SOLID BEARING FOR FULL.WIDTH OF TRUSSES, RAFTERS, GIRDERS, ETC.. N G. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; CEILING S h E A T f1 I N G PLUMBER CERTIF 53 E-F d? ONI_EAU CONTENT ref-a„qe NA. -NOT APPLICABLE STAGGER JOINTS. GYPSUM WALLBOARD 5d COOLERS 5ci COOLERS 7" EDGE/ 10" FIELD NIC -NOT IN CONTRACT 7. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE SIMPSON, 18 GAGE GALVANIZED STEEL.JOIST HANGER. CERTIFICATE USOF ED hV ATER Y NT5. -NOT TO SCALE WALL 5 f1 E A T I-1 I N G 0 8. PROVIDE FIRE STOPPING A5 PER NEW YORK STATE BUILDING CODE REQUIREMENTS. SOLDER USED Il'V WA TER 0C. -ON CENTER 9. INSULATION IN ALL ROOFS SHALL BE FIBERGLASS TYPE, AND THICKNE55 AS SHOWN ON DRAWINGS. INSULATION STRUCTURAL PANEL INTERMEDIATE SUPPLY SYSTEM CAN^>iO)T PANELS/HARDBOARD EDGES SUPPORTS EXCEED 2/10 OF 1% LEND. OPNG. -OPENING SHALL. BE PROVIDED AT ALL UNHEATED TO HEATED 5FACE5. ALL THERMAL. INSULATION SHALL HAVE A FOIL.VAPOR (TABLE 3.9) INTERIODRZONE 8ci I Od G" G" OPF. -OPPOSITE BARRIER SURFACE EXPOSED TO HEATED SURFACES. 4'EDGE=ZONE- 8d I od APPROVED AS NOTED PNL. -PANEL 10. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL. (ROOF, WINDOWS, DOORS, ETC.) SKYLIGHTS TO BE G" G" DOUBLE INSULATED, SELF FLASHING WITH CURB. ALIGN WITH ROOF RAFTERS. FIBERBOARD rnNELS: 71 '1 �� DATE REMARKS PREFAB. -PREFABRICATE f �� ! 7/I G" Gd 3 - 3"EDGE/G" FIELD DATE• 1 � B.P.# PKE55. -PRESSURE 1 1 . ALL. STEEL HARDWARE IN CONTACT WITH PKE55URE TREATED LUMBER SHALL. BE STAINLESS STEEL. 3 _ M 25/32" 8d 3"EDGE/G" FIELD FEE: /a/ (� BY j PROP. -PROPERTY 12. ALL MATERIAL SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. BERT C. TAST, A.I.A. PT. -PAINT PM FOR GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10' FIELD NOTIFY BUILDING DEI� T AT 7G5-1802 8 AM TO 4 PM FOR THE ARCHITECT POCK -POCKET (DOOR) FOLLOWING INSPECTIONS: Q FLOOR S h E A T M I N G 1. FOUNDATION-TWO REQUIRED QT -QUARRY TILE FOR POURED CONCRETE 620 05TRANDF-R AVENUE STRUCTURAL PANELS: 2. ROUGH-FRAMING,PLUMBING, RI\/ERHEAD, NY 1 Ia01 R WINDOW NOTE 1" 8d Lod Gil EDGE/G" FIEIU EDGE/ 12" FIELD STRAPPING, ELECTRICAL&CAULKING 631-5aa-8106 F 651-727-0144 R. -RI5ER ENERGY NOTES GREATEKTHtirI I° I od I Gd 6 RCNYS -RESIDENTIAL. CODE OF NEW YORK STATE 3. INSULATION KEINF. -REINFORCE ALL NEW WINDOWS AND GLASS DOORS 5HAL.L MEET THE 4. FINAL CONSTRUCTION &ELECTRICAL KLQD. -REQUIRED CALCULATIONS ARE VALID UP TO 5750 DEGREE DAYS. REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM E NAILING NOTE5 MUST BE COMPLETE FOR C.O. REV. -REVISION CERTIFIED CONFORMANCE FOR ZONE 4 1 99G AND OR A5TM E 1 88G OR : ALL CONSTRUCTION SHALL MEET THE RM. -ROOM I . NAILING REQLJIREMENT5 ARE BA5E070N WALL SHEATHING NAILED G' ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS REQUIREMENTS OF THE CODES OF NEW ONE STORY RDDITION RR -ROOF RAFTERS WOOD FRAMED FLOORS, WALLS AND CEILINGS SHALL NAILED 3" ON CENTER AT THE PANEEI EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL FL155 RESIDENCE THE CONTRACTOK SHALL. PROVIDE PRECUT 1/2" PLYWOOD MEMBERS SHALL BE DOUBLED, OR.ALTERNATE CONNECTORS, SUCH A5 511EAK PLATES, SHALL BE USED TO MAINTAIN THE YORK STATE. NOT RESPONSIBLE FOR UTHOLD j HAVE AN APPROVED VAPOR BARRIER (PERMEANCE PANELS TO COVER [HE GLAZED OPENINGS * SHALL PRE I OAD PATH. DESIGN OR CONSTRUCTION ERRORS. MSUFFO K TOWN , SOYORK SAN. -SANITARY RATING OF 1 .0 PERM) INSTALLED ON THE "WARM IN DRILL EDGES AT 1 2" O.C. TO ACCEPT 2-1/2" #8 WOOD 2. WHEN WALL SHEATHING 15 CONTINUJOU5 OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE SUFFOLK COUNTY,NEw PORK 5D. -5MOKE DETECTOR WINTER' 51DE OF THERMAL INSULATION. SCREWS AND PROVIDE ADEQUATE NUMBER OF SCREWS PERMITTED TO BE REDUCED TO I - 16d F'EK FOOT. 5F. -SQUARE FOOT (FEET) FOR FASTENING. RETAIN STOMA WATER RUNOFF SL. -SLIDING (DOOR) WINDOWS SHALL_ HAVE A MAX. AIR INFILTRATION PLATING 3. CORK0510N RESISTANT I i GAGE ROOFING NAILS AND I G GAGE STAPLES ARE PERMITTED; VERIFY WITH RESIDENTIAL BUILDING OF 0.3 CFM PER SQUARE FOOT OF WINDOW AREA. CODE OF NEW YORK FOR ADDITIOWA.REQUIREMENTS. PURSUANT TO CHAPTER 236 T SWINGING DOORS SHALL HAVE A MAX. AIR INFILTRATION 4. All QUANTITIES ARE BASED ON 10`DC SPACING FOR RAFTERS, JOISTS AND STUDS. OF THE TOWN CODE. T -TREAD RATE OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. 5. FOR ROOF SHEATHING WITHIN 4 FEEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF SITE= PLAN NOTES TAG. -TONGUE AND GROOVE WALL STYLES PEAK, THE 4 FOOT PERIMETER EDGEEZONE ATTACHMENT REQUIREMENTS SHALL. BE USED. TOS. -TOP OF STEEL THE CONTRACTOR SHALL SUBMIT THE DESIGN, SIZE AND G. FOR WALL SHEATHING WITHIN 4 FEE:T OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE TOW. -TOP OF WALL. CAST IRON RADIATOR CUT SHEETS WHICH WILL BE USED, USED. TYP. -TYPICAL. IN SUFFICIENT DETAIL., AS REQUIRED BY THE BUILDING w - DEPARTMENT AND FOR OWNERS APPROVAL. FKOP05ED STUD +.} SCAwI. PREPARED AFRIL 29,2014 T.O. -TRIMMED OPENING LiWAIL UPARTITION SCALE-. NONE UL. -UNDERWRITERS LABORATORIES I ALL THERMOSTATS SHALL BE ADJUSTIBLE FROM 55 DEGREES TO 85 DEGREES FARENHEIT, .Los NO., � � U.O.N. -UNLESS OTHERWISE NOTED EXTING STUD v ALL DUCTS AND PIPES SHALL BE INSULATED A5 REQUIRED WALL/PARTITION VET. -VINYL COMPOSITION TILE BY CODE. Cr N`Zt"� DRAWING NO.`�• \/IF -VERIFY IN FIELD rF�' ' r (•^, HVAC CONTRACTOR SHALL VERIFY HEAT L055 L _ _ _ _ _j PARTITION TO BE ' W CALCULATIONS. DEMOL_15HED c e 1 :;,•e., -WITH PROPOSED LOADBEARING ' _ I I WWF -WELDED WIRE FABRIC: `�41-'r� y;y'V"; THE ARCHITECT CERTIFIES THAT TO THE BEST OF H15 STUD WALL/PARTITION L WP -WATERPROOF A-s KNOWLEDGE BELIEF, AND PROFESSIONAL JUDGEMENT c THAT THE PLANS ARE IN COMPLIANCE WITH THE ENERGY PROPOSED CONCRETE tV CONSERVATION CONSTRUCTION CODE OF NEW YORK rc~ y A-O STATE. r - Lo KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting O 02Pf ® ; P0.Box 1675 phone: (6311 433-9034 U f r�a rSouthold,New York 11971 E-Mail: ssbn654Cdoptonl'ne,net r Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the @g ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed S : TE PLAN O F PROPERTY r others or used in connection with any work 1 G�' or project other than for which they have been v prepared without written consent. Ut CO 03 o G _R1 E E N P ORT Q7 pr T0 � N 0 � SnUTHOLII__� ,v SUFFOLK COUNT "T9 NEWYOKR S . C . TAX NO ® 1000 ® 3 ® 04 ® n 2 N , SCALE NOTED BELOW 4 L \O q f �s,6-1 „ - - --- - - - - JAN UARY 31 , 2023 CWI45R-. 2880 — _ Powder - CWW^.5D80L____ - CW745P as i— ,. Room �� - WC5081L_ j O 'd 2eee aoc, I �4—01 1sn li I Master AREA = 12 , 739 . 27 sq . ft . itchen Bathroom J r--J rA 0 . 29 ac . - I �a I (U - Master I I iWORK NOTES:(00) -0 Bedroom OCW'".tea pv I 4I f 7 v i hI 9d u�% 11 10—7�fin a � r FI v I ARIL k �01-0ff DN. � I O ' L= GI C� Garage ' A, —� (ODD a CU 9 I i , O p -r-.Great Room MBathroorm (n CaMeda CeJug 290 cl -, -- - ____------ , I VICTOR ,l HR I SA N T IBedroom Betlroom � __d � G /y00 (213'z9 LVL-Hd,. C 16L iL3,SM CXiGL Ct 16L 3090 v,l, I • House Drawn - 2323 Sf. J"SMCIa3_SM `X,`}s`,1SR- i14'-0'16f' Max. House Livable Allowed 2442 Sf. 16 8'Cp'Bop Cn T O Q 20 /o Max. Lot Coverage 2547.85 Sfn PROJECT: �1 Total House Drawn = 2513 Sf. r... , 1 O ?SIT [ Cox = co CXD _&� A 5 'fig r F r e e y e mz --2 OCT 3 0 2023 15 LANDING LANE GREENPORT, NY 11944 SCTM#1000-043-04-012 SCALE DRAWING TITLE: CROSS SECTIONS O AS NOTED o 4;' U1, SET. ISSUED FOR. DATE: 0. ® U 0 5 10 20 30 40 50 60 70 SEAL: DATE: JUNE 15, 2023 Al " PROJECT NO: w" © CJPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL fL00R PLANS AND ELEVATIONS ARE PROTECTED NEW yo 1147-2023 '4 •� r'' ;. F;' P DRAWN BY: ' . UNDE? FEDERAL COPYRIGHT LAW. �') �`� J MONO �'� -� b�..,,..�� J. PLAN'. MAY NOT BE REPRODUCED WITHOUT SITE PLAN DISCLOSURE: WRITTEN AUTHORIZATION. * � : � CHECKED BY: ALL FLANS AND DESIGNS ARE THE SOLE PROPERTY OF SITE PLAN INFORMATION IS BASED ON A LAND SURVEY KEHL DESIGN ASSOCIATES, LLC. 7. SHEET NUMBER: PREPARED BY JOSHUA R. WICKS P.L.S. LICENSED THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE s 16 ��'�' SITE LAND SURVEYOR. NEW YORK STATE LICENSE NUMBER 051025. PLAN IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN a PROD OF PURCHASE. ESSION PLAN P.O. BOX 593, Acceptance of these drawings does not authorize the right to build without CENTER MORICHES, NY 1 1934 the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF J O S H UA R W I C K S@ G M A I L.C O M of Health Services, Town Building Departments, DEC, FEMA, etc. 631 —405—8108 Verify all conditions, codes, and requirements with such agencies prior to construction. SURVEY DATED JANUARY 31 , 2023. I � I GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION nrt T� General Notes: I . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD NEW YORK 2020 R 2' AA T E S u�RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. /Jr - � GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/'Larch #2 or better. / �;&il Cll!I! I !� I: = i _ 2. FIRE SAFETY: II� � i--�; �._.�i,> II 2. All structural wood shall be in accordance with the national design specifications fo)r wood construction - latest edition. l� 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES a residential & commercial design o consulting CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. � � 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a bocci number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.�OX1675 phone; (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Y Southold,New York 11971 E-Mail: ssbn654Coptonline,nel 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6, Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. � eh�e�gn�ssa�aJ� LLC oformedyDAKAssociates.LLC / T 4 a. All plywood shall be in accordance with the American Plywood Association (A�PA) specifications. l THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain o)f face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5 corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE Tlhese drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIEBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No port thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: Hvith any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E - 1 ,600,000 PSI PLUMBING, ELECTRICA_S, ETC. Fv 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR = 7. Fb - 825 PSI PLUMBING WORK SHA'_L BE PERFORMEED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL RPEQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMEED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI Fv = 285 PSI 4. NOISE AFTER HOURS: 9. Fb = 2600 PSI THE CONTRACTOR SHALL DO ALL CUTTIING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THATF MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS, ALL PIPING AND WIRING SHALL BE REWOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE (CONSTRUCTION OF THIS BUILDING. 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN (OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. 1 OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER, f WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR AN1Y RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12 CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THIE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. H,IARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WOR6'KMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THIE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJE'T SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THIE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, L_LC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR ; RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR TTHE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORIK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF T•i iE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT I-� GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WIIJTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION f SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sqft 130 (mph) C SE'VERE 3'-O" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. U�� V N�� EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BBE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF TTHE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE 6�, TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING [PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED �q'Y A ! DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMAA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ®FESIO[' :L EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. i OCCUPANCY OR USE LIVE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3116 INCH (11mm) AND) A SPAN OF NOT MORE THAN 8 FEET (2438mm) i,. E1,41GINEER SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND AITTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THr 2020 RESIDENTIAL CODE OF NEW YORK STATE UNINHABITABLE ATTICS WITHOUT S!: )RAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE WREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. USES(s) AND OCCUPANCY CLASSIFICATION(Es) _ METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLLE R301.2(2) OR ASCE-7, WITH THE PERMANENT L USE OCCUPAN(CY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENITLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO 'HAVE A CAPACITY ` IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS ° �kEQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. WI RESIDENTIAL R-3 (SINGLE FAIMILY) HABITABLE ATTICS AND ATTICS SERVED TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V it IS 180 MPH (290kps) OR LESS.' TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHED'.'LE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. _ TYPE GROUP FIRE ESCAPES 40 FASTENER SP?ACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET- < PANEL 6 FEET < PANEL < 4 FEET SPAN << 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, GUARD IN-FILL COMPONENTS h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED :.NROJIEC1: HEIGHT AND FIRE AREA 50 NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE a BASED ANCHOR WITH 2 16 10 8 f,/IEETS THE REQUIREMENTS FOR THE TRANSFER OF PASSENGER VEHICLE GARAGES a SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES =ass .• No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ,. �. r 0 HEIGHT BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 " .. THE VERTICAL DISTANCE FROM GRADE BASED ANCHOR WITH 2 16 12 9 �� ' ` INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 30 Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE `' 3 STORY BASED ANCHOR WITH 2 16 16 16 � .,�-,t '� �:,` -25'-5 4" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 LIMITATIONS OF THE THIS CODE AND THE. LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH c INCH EMBEDMENT LENGTH STATE. BUILDING CODE OF NEW YORK STAIRS 4o THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. i STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 NV, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) A 4 FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„it ancd a 45-foot mean roof height. Tie'. K� K_4 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 TOTAL HEIGHT FROM RIDGE TO GRADE 29' -10" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm?1 POUND = 4.45 N, ( ) a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood edgestruc urahl panel. APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of ithe panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 1 eJ LANDING LAN b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into GREENPORT� NY 110444 LUMBER SPECIES AND GRADEE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inc:nies from the edge of concrete block or concrete, is ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FILAR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. }; OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE Or'NEW YORK STATE SCTM##1000-043-04-012 TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PINJE #2 AND BETTER i. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,ASPER THE ?,DRAWIING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEWYORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVAITION CODE OF NEW YORK (:' GENERAL N O�►"ES AREAS OF STRUCTJRE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: - 1. Section R401 through R404 NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory"NEW ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED BASEMENT 1942 sq.ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2015 EDITION OF THE INTERNATIONAL ENERGY CC�P�SERVATION CODE AND ;NOTE'S: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a THESE PLANS ARE AN PJSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE NEW FIRST FLOOR 1942 sq.ft. g THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATIDN SKYLIGHT GLA2ID CELM WOOD MASS FLOOR BASEMENTc sure d CRnwL ; PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE UFAC70Rb (-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , R-VALUE WALL R-VALUE sPACEc FIELD CONDITIONS AND DI61ENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE sNOCb,e R•VALl1E RVALUE� RVALUE aDEi'TH RVALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNDV4 OR THE PLANE OF THE TRUSS " UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA 4EXCEPT 0.32 0.55 0.40 49 20OR13+5h 9/13 19 10/13 10,2n 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHtDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION To THESE PLANS. LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE f, ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL:, DAI L: For SI: = 1 foot = 304.8 mm • ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulaticon is installed in a cavity which is less JUNE 15, 2023 NEW GARAGE 381 sq.ft. BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value off the insulation shall not be less than the PROJECT N0: ATTIC (GARAGE)(c) NA NOT LESS THAN 30 INCHES R-value specified in the table COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column appliies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED /�1 i, '.�. 1147-2023 BONUS ROOM NA �� j I: C. 10/13 means continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the ; � ('(1 DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. interior of the basement VICTOR & CHRISANTI UNDER FEDERAL COPYRIGHT LAW. e ment wall. ` � , � SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT �' �°�` �, fi BDK 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD '15 19" means R-15 continuous insulation on the interior or exterior of thee home or R-19 cavity insulation at the * 4,a�;� CHECKED BY: DECK NA MEMBER DEPTH. / y WRITTEN AUTHORIZATION. , BALCONY NA interior of the basement wall. "15/19" shall be permitted to be met with R;-13 cavity insulation on the interior of the House Drawn - 2323 Sf. basement wall plus R-5 continuous insulation on the interior or exterior of 'the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r� THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE SHEET NUMBER: ' ROOF TOP DECK 4NA 8 s .ft. insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. Max. House Livable Allowed 2442 Sf. KEHL DESIGN ASSOCIATES, LLC. �� DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED FRONT PORCHq THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in additionn to the required slob edge insulation f Li 9 q PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation for heeated slabs shall not be required to 000, h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab POOL HOUSE CABANA NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE ACCESSORY STRUCTURE NA 20 % Max. Lot Coverage 2547.85 Sf. PROOF OF PURCHASE. CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved C� IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved " Acceptance of these drawings does not authorize the right to build without ; ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization Of IOco overnin a encleS such as Suffolk Count De t. DOB NUMB R: (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-,9, Total House Drawn - 2513 Sf. g g g y p l; (b) WITH STORAGE h, The first value is cavity insulation, the second value is continuous insulation,i, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-voluwe applies when more than half the construction. ;® KEMbDESIGN•ASSOCIATES,►LC insulation is on the interior of the mass wall. ..'_ SIMPSON STRONG— —TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO Bd NAILS THIS MTS20 � TS20 / f T / DOUG-HRSIDE OF TRUSS. PROVIDE (1) HGA10KT ON e• r � " AL'-OWABLE LOADS t•z LOAD SIDE OF CEILING JOIST "'"!�1,� � Ijl ICI 1. E: El FASTENERS LATERAL WITH TOTAL FOUR /. ® - MODEL GA UPLIFT UPLIFT (133/160) 8dxi2'" CODE 8d NAILS ° AND ON SIDE OF RAFTER N0. TO TO TO AVG NAILS REF. INTO TRUSS RAFTERS/ ULT. 160 F F (133& STU g' / �� PLATES STUDS 1 3 5'- °° i ' I�I. Wa{={ IY i� •.I -1 ( f r,. PL3 F2 - II TRUSS ( ) ( ) -- SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION _=_ TAKE-UP WASHER H7 16 4-8d 2-8d 8-Bd 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND ' - �- vu DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES j residential & commercial design o consulting I 1 H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — 1 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) WO ARTg"x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o / • ° PO.Box 1675 phone: (631)433 9084 j MODEL GA AVG LFTA LFTA INTO ° ` Southold,New York 11971 E-Mail: ss n on Irene ULT. REF. PLATES °mo o b 654a0p1 I 1 NO. MAX. CLEAR S d WIDTHSPAN L QTY DIA i2'" 2" 22'" 3" 31" 12'" 2" 21" 3' 32'° EIGHT •° 8d NAIL S P 4 INTO Kehl Design Associates,LLC o formerly D A K Associates,LLC 1205 1400 S, 44. 85 STUD r l LFTA 16 2J„ 17„ 381„.16-1 Od — 4200 (-•--..m ' z DOUG-FIR LARCH / S0. PINE ° ;iJWNERSHIP & USE OF DULUMEN 15: FASTENERS ALLOWABLE UPLIFT LOADS ° These drawings and specifications including the MODEL L AVG 10d 10d x 11' CODE o NO. ULT. REF. LFTA L S T A 21 ° tod 1od x 1}" (133 / 160) (133) (160) ideas, design and arrangements represented �? therein, are the property of KEHL DESIGN F ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection ' MT516 16 14-10d 14-10d x 12'" 3116 1000 840 1000 3, 41, 128 HGAATiO with any work or project other than for which they 0 ey have been prepared without written consent. DETAIL MTS20 20 14-10d 14-10d x 12'" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 &'c i fi o° 1 LST20 20 12-10d 12-10d x 1' 2383 775 720 720 3, 41CNW- sTu 5" DETAIL 'B'► _ w COUPLER NUT 8 I DOUG-FIR-LARCH/ Equal number of �SIMPSON OF DIRECTION SO. PINE CODE specified nails In °° TAKE-UP WASHER TYPE TYPE O LOAD ALLOWABLE LOADS REF. - DI MODEL FLOOR ROOF133/ each e n cl No. TION (100) (125) 160 I•: Simpson Strong-Tie G 515 645 670 C S 16 A R Tg"x 12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 i MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN ARTJ•x12 HOEDOWN DEFLECTION I STUD DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT M AT HIGHEST AT HIGHEST REF. NO. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W H B SO CL DIA''e DESIGN LOAD DESIGN °Q° GA GA QTY DIA WHEN RAISED OFF 1}" 2" 22'" 3" 3z 5z LOAD THE ILL PLATE ° �I 0 HD2A 16 12 4{�" 22'" 2 " 8" 2 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° ° 0 0 i MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS No. W L STIJD PLATE ULT. OF / SP CODE (133)' (160) REF. SP4 31 " 7}" 6-10d x 12'" 2917 735 885 7, 40, 127 o° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS ILOOk (133) (160) REF. °O 'WORK NOTES: LSTA21 20 1�" 21 16-10d 905 1205 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° REF. 1 NO. GA yW L NAILS FLOOR (133) (160) Simpson Strong-Tie -S TU g"- MSTA24 18 1 " 24 18-10d 1D25 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE-UP WASHER NO. L END GA CUT LENGTH (TOTAL) t z SPACING REF. HD2A � �� ® k (LENGTH L 000) (133 / 160) OC. C®IMSTR'UCT10N OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong-Tie 'd � C516 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7 qp 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE i DIMENSIONS FASTENERS ON, DOUG-FIRLARCH/SO. PIN ALLOWABLE onus NOTED. FAILURE TO COMPLY WITH ALL NOTES MOODEL CA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION USE U��LESS DETAIL BY A LICENSE PROFESSIONAL ENGINEER, PLACES 171 10d 16d ULT. (133)(160) 10d 16d 10d 16d 1od 16d REF. ALL LIABILITIES ON THE CONTRACTOR. 4 ,8 3 " 4 " 2 _ DETAIL CNW- , CERTIFIED `� A 0, LUS 6 1$ 4-16d 4 16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 HUS210-2 14 3A9i 2 8-16d 8-16d 5076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT J 'PROFESSIONAL ART 'x12 STU 5"_ DOUG-FIR LARCH SO. PIN ALLOWABLE LOADS MODEL FASTENERS AVG FT LATERAL CODE UPLIFT (133/160) REF. I SIMPSON N0. GA TAKE-UP WASHER a ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz HGA10KT 14 4-SDS4'"x12'" 4-SDS4"x3" 1523 435 435 1165 940 160 r i USE A MINIMUM OF S P 4 PROJECT: TWO 8d NAILS THIS SIDE OF TRUSS, COW- COUPLER NUT S P 4 \ ♦ ' TOTAL FOUR o /• � �JSE A MINIMUM OF 70, F1 BdNAILSTWO 8d NAILS THIS1cINTO TRUSS SIDE OF TRUSS. MTS 1 6 S I M P S E N MTS16 STu - LSTA�1 ANCHOR ® SIMPSON BOLTS " TOTAL FOUR HD2A TAKE-UP WASHER Strong-Tie t 8d NAILS L S T A 21 k HUS210-2 INTO TRUSS - L'I" Q�- TWO , FI i 8 AIL TOPLATE ; t EIGHTS o°®° TWO ° ° 153,��iD�1 Lca'aHE Bd NAIL �r�,�� d4 A� Bd NAIL I,; GREEFV�®ITS y 11041- P i INTO INT° ° DETAIL "A" STUD Simpson Strong-Tie PLATES °moCD H7 EIGHT 8d NAIL DETAIL "D" DETAIL "G" DETAIL INTO Simpson Strong-Tie ° f �+/•► P STUD SCTE%M C00-G43-04.-012 H7 Simpson Strong-Tie LFTA ° RDD SYSTEM 9 DETAIL "L" LFTA LFTA ':DRAWING TITLE: RIC�CJe Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NOTE: a LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS i V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft, per vertical ft. i, 2nd FLOOR V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. =< / STRONG—TIE DETAILS J 3"((THROUGH ROOF 4"I THROUGH ROOF 1'-O" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. I•• •. ,st FLOOR ,� ROOF AREA =2600 sq/ft / ROOF DRAINAGE 2'• NEW CALCULATIONS AND �TMRo1a PLUMBING RISER DIAGRAM LTP4 2„ � ROOMER gTG1EN 2 gp1HROOM 3 V = A X R X C I 3' 2 " 2.. 3" 2' A = 2600 sq/ft LTP4 2'� R = 2" RAINFALL = .17 ft ,st FLOOR .; .' • • FLOOR 3.. 3.. 3" `NOTES: LTP4 2' 2 C = COEFF. = 1,0 3' 2' V = 2600 x 1 x ,166667 = 433 C.F. n „ � THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, 4" F.A. VENT DESIGN (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE o' ABOVE GRADE °' PROSECUTED TO THE FULLEST EXTENT OF DIE LAW. CONTRACTORS SHALL VERIFY ALL Sir,) son Strong-Tie Tie ' p g 4'x.0. 433 / 42.25 VERTICAL FT. / FT = 10.2 V.F. '� FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL 'B" Floor-to-Floor Connections Ridge Strapping C.OA " To SOwA APPROVED USE (2) S DIA. POOL 6 -O DEEP = 12 V.F. DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 3" 3" 3" 3" 4" 4" , UIIFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPOPI COMMENTS NOT SEPTIC SYSTEM LTP4 Detail OR zzi FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strang-Tie Floor-to-Floor Connections 3 433 / 22.3 VERTICAL FT. / FT = 19.4 ;SEAL: oaTE: 3.. 2 2 USE (4) 6' DIA. POOL 5' DEEP = 20 V.F. JUNE 15, 2023 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY / PROJECT NO: EQUAL TO OR GREATER THAN THE REQU RED AMOUNT CALCULATED FOR EACH CASE. 4.. ,EPTI r'i '� 1147-2023 4,. RUMP POOLS TO BE PLACED ON OPPOSITE SIDE OF C)F� P�fL;�. P 3. .� DRAWN BY: NO SUBSTITUTIENS PLUMBING RISER DIAGRAM (NTS) HOUSE AND/OR LEADERS TO BE PIPED TO � �� BDK O C All framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH * ;, %`�� , �� * NECKED BY: VICTOR Q HRI ANTI unless otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE & C S POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC I`=�''''! No substitutions are approved or authorized, I} ,f' � u�_ HEET NUMB7: Due to the relationships of framing hardware to R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND _ SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). - the other components of the structure, an framin LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A House Drawn - 2323 Sf. , p Y g COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES Max. House Livable Allowed 2442 Sf. `��` hardware substitutions wit[ render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA yP G2 null and void, and will result in the installer/contractor WHERE TRAFFIC IS TO BE PRESENT. assuming responsilo1ity for the design and R301.1.1 ALTERNATE PROVISIONS performance of the entire system, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301,1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS o 85 Sf. JOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 20 /o Max. Lot Coverage 2547. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE _ HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Total House Drawn - 2513 Sf. 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. (V REHI-DESIGN-AssOMTES, ur r ii 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) j 15 • I1_' J 73-4" 3'-8" e 41 M, T-1 T-1 2'-4" 19'-W '-4` 15'- 2' '-4" '-2" y KEHL DESIGN ASSOCIATES, roc residential & commercial design • consulting -2Y2" 17'-9" 22'-1" 21'-7Y" TT P0.Box 1675 phone: (631 433-9084 4° 2'-0" 2'-0' 2'-0' 2'-0" D Southold,New York 11971 E-Mail: ssbn654@optonline,net '-8"-�8 'I`8"'I` 'I�'I� '�'� 'I�'I`8 0 a r — r — r— — --i Kehl Design Associates,LLC o formerly D A K Associates,LLC _.„777r/�;...." 'r7:<;i, Wall at the Top of Slairwell .� I 4 Foundation to be 12" Lower 2'8°x i'6" O0T 2'8"x 1'6" i i a i , ;, 28"x 16 i o I i M o0 10WNERSHIP & USE OF DOCUMENTS: than the Main House Foundation BASEMENT SLIDER i i BASEMENT SLIDER BASEMENT SLIDER N "' "' "' { These drawings and specifications including the J _ - - - - - - - - - - - - J L - - __I L - - - - - - - - - - - - J - - J L - -� - - - - Ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, i LLC. No part thereof shall be copied, disclosed ( " 1' 14"x92' LVL 14"x9z" LVL 1"' 9'" LVL o, � to others or used in connection with any work � - -�' _ -- - - - - - - - - - - - - - — — — - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - z - - - - — — — — — — — — — — — — — — — — — — - x or project other than for which the have been 11- WC. BOX Bm. BOX Ban. BOX Ban. -1 I J J Y i M w� prepared without written consent. /%Above C 0 3 I I 8'-4" I cn � C 4" Poured Concrete Slab o w z O O an t 4" Steel Column 8" Poured Concrete 8" Poured Concrete �r V' wwmLL w o Q on w/ 10 go., 6x6 . and ' F ( 6 mill. of vapor Barrier Foundation Wall Foundation Wall WC. i m w w Z z cn561 3 0 a poly P � U wo cn , " 2'x2'xi' Cone. 4' Poured Concrete Slab Above w w N o S Rg. w/(3)#4 24"x 10" Conc. Footing ` 24"x 10" Conc. Footing w/ 10 go., 6x6 wwm. and , :� 17-2 Ol- Q w w o ( o 1 Rebar E.W (M n. 3'-0" Below Final Grade.) 0 4" Steel Column (Min. 3'-0° Below Final Grade.) 6 mill. poly vapor Barrier �� ) I Q w U ( Equally Spaced on E Q I 0] 0 Of 0 �0" I 2'x2'xl' Conc. �J Fig. w/(3) 4 10'-9" Rebar E.W. Beam Header Equally Spaced 75.1 i 4" Steel Column 4" Steel Column 4" Steel Column 4" Steel Column i 3 on 4" Steel Column ( (2)1q x92 LVL (3)14"x9Z" LVL Girder °n on °n °n 8" Poured Concrete $— �- — 2'x2'xl' Conc. 2'x2'xl' Conc. 2'x2'xl' Conc. 2'x2'xl' Conc. r i i —Flus in. j Ftg. w 3 4 Ftg, w/(3)#4 3'x3'xi' Conc. Ftg. w/(3)#4 Foundation Wall -,l g /( )� g Fig. w/(3)#4 ( Ftg. w/(3)�4 g 24"x 10" Conc Footing �� Masonry Rebar E.W. Rebar E.W. Rebar E.W. Rebor E.W. 9 Rebar E.W. Min. opening for '_0 2' 0"� Equally Spaced 1.0 Equally Spaced Equally Spaced Equally Spaced ( 3'-0" Below Final Grade.) i v 3068 Door "' Equally Spaced 3 0" " 301 — — — �2'-0" f-2'-0" f--2'-0' 2'-0"—�( Pea. S-0 I 3u I I ( I " " (2)13,"x92" LVL Girder (2)134"x92" LVL Girder 214"x9 LVL Girder (2)13"x9"" LVL Girder -0 214"x92' LVL Girder -� { I 4 0 _+ _ O 4 _ t O 2 13"x91" LVL Gir r I I I a - - - - -, r- - - - - -- - - - - — N 2'x2'xl' Core. Ftg. - I I II lJ 11'-3° Bra. w/(3)#4 Rebar E.W. Stairwell Foundation � � „� Poc. Walls to be 1" Lower 8" Poured Concrete �8 v, Equally Spaced -44thI -5 -4 4' T-8 4" 2, 0„ '-0 4" 8'-4 4" -4-4%— than an the Main House I I Foundation Wall 1'-6' i ? —f 6Y" Ji ( i 'WORK NIOTES: Foundation ( 24"x 10" Conc. Fooling I ( (Min. 3'-0" Below Final Grade) 22-10" ( i 4" Poured Concrete Slab 3-11/y" 20'-ily' w/ 10 ga., 6x6 wwm. and ( _ Water Venfl 18'-1N 6 mill, poly vapor Barrier i ^� F Niche area to be Line I a'i� i i 48" down from the ` — — top of Foundation E i 1'k6' in m i N I I I i (n _J - N I 4" Poured Concrete Slab �, w �w ( I ( L— �1 w/ 10 ga., 6x6 wwm. and I I w> � ( i 4" PC SLAB I I - 3„ ( _� 6 mill. poly vapor Barrier an Z 0 w o Q w� � o N i W/ 10 GA. 6x6 WWM. 24 6/q I w w Z_ fn AND 6 MIL. P OY L— 8" Poured Concrete N I I U m w w w -� ( M I 8" Poured Concrete o o : W o i VAPOR BARR L i Foundation Wall o Foundation Wall i Q rw wow O 8" Poured Concrete i i 24% 10" Conc. Footing epti 24"x 10" Conc. Fooling �8° �( m O W vi Foundation Wall I i '4 "' (Min. 3'-0" Below Final Grade.) Trash hoover (Min. 3'-0" Below Final Grade.) I �o >- D_�� wZ " M N i 50'-5' � 24"x 10" Conc. Footing ( L — J (Min. 3'-0" Below Final Grade.) `° - - - - - - - - - - - - - - - -- - - - - - -- —1 0 3U k 301 i i - - - - - - - -- - - - - - - - - - - i p?: I i f_ °0 0o I I N E+s " " tV L _ _J I I V o L — — — -3" — J ( I o 'PROJECT: I- - - - - - -- - - - - - - - - - - - �? -1`— ( Mosoaopeninn�for — — — — — — — 4" PC SLAB 9 14'x8' Garage Door I I W 10 GA. 6x6 WWM. _ _ _ _ _ 30 30 AND 6 MIL. POLY L - - - - - - - - - - - - - - - - -�-- - J �— L -- - - -- - ---i J"I 'TO k. .. �''�;* 1 VAPOR BARRIER 2T^Apron IV #5 HORIZONTAL REBAR 2'-0"oc. 5 VERTICAL REBAR 2'-0"oc. 22 10" R � L ' ll tt -3" t �. 8" P.C. FOUNDATION WALL #5 HORIZONTAL REBAR � t 2x4 KEY WAY #S HORIZONTAL REBAR -1" 26'-tYa" , 24" x 10" CONCRETE FOOTING i; 3'-0" BELOW FINAL GRADE. (TYP.) _ " '-3Y" 20'-2Y" 17'-104' 13'-0" 15 LANIDING WE WITH (4)#5 REBAR L.W. AND #5 REBAR S.W. AT 2'oc. Garage Apron Detail 18'_7 GREENPORT, NY 11944 8 SCT UM 000-043-04-012 73'-4" ;DRAWING TITLE: f. FOUNDATION PLAN Window Headers to be PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE Constructed with p (4)#5 Horizontal Rebar with (4)#3 Rebar Stirrups Equally Spaced 2020 RESIDENTIAL CODE OF with 6° Bearing Stirrups each end NEW YORK STATE -SET: ISSUED FOR: DATE: FOUNDATION PLAN- ALL3-8"—�( EXT. HEADERS ARE TO BE Door Headers to be - (2)1%"X 9%" LVL UNLESS Constructed with OTHERWISE NOTED s s> (4)#5 Horizontal Rebar with NOTE: (4)#3 Rebar Stirrups Equally Spaced 1) ALL EXTERIOR HEADERS TO BE (2)14"x 9�" LVL HEADERS UNLESS OTHERWISE NOTED with 6" Bearing on each end NOTE: PROVIDE FIRE BREAKS t 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE AS PER SEAL: DATE: 20 3) ALL INTERIOR HEADERS ARE TO BE (1)14"x9�" LVL WITH 2X ON FLAT ABOVE AND BELOW RESIDENTIAL OCODE OF JUNE 15, 2023 �- PROJECT NO: NEW YORK STATE (4) PROVIDE SOLID BLOCKING BENEATH ALL BEARING POINTS.REFER TO MANUFACTURERS 1147-2023 �F OF NEW DRAWN BY: Header Beam "A° SPECIFICATIONS FOR BLOCKING AT JOIST WEB. �F S. Co r�'� BDK Provide 2z8 _ Window well #4 Rebar �•�� _.�Qp '� Ladder set into wall y CHECKED BY: ACQ Buck © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE around all and Epoxy into place PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT `��>' 7 as per 2020 NYS VICTOR & CHRISANTI �- o Basement o 4i SHEET NUMBER: Windows Building Code WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF -" .- �,� KEHL Gravel House Drawn = 2323 Sf. PLANS S ILICENSED GN CIEXCLUSIVELY ATES, LLC. �TO THE BUYIGHT OERUIWD ONLY WRITTEN PROOFTOREPUROCHASEESE n.9 Sand and Gravel Max. House Livable Allowed 2442 Sf. �r Esso A DOB NUMBER: OF k 20 p Acceptance of these drawings does not authorize the right to build without the authorizations /o Max. Lot Coverage 2547.05 St of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building _ Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such w w r . Total House Drawn - 2513 Sf. Header Beam A Window Lintel B agencies prior to construction. f. k /�'/7"d ., _ �� ^T— �/- %�.. 111 " _'LAN 73'-4' 3'-8" I B C3 mI i 7R-L7-t, 3'-0" 19'-2Y" 1'-D" 14'-7� 7'-0' 7'-10° , KEHL DESIGN ASSOCIATES LLC i K�' residential & commercial design • consulting —g'-V 17'-9" 22'-1" 21'-7Y" P0.Boz 1615 phone: (631)433-9084 r D Southold,New York 11971 E-Mail: ssbn654qoptonline.net Kehl Design Associotes,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DUCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been WC 2 0° 2 prepared without written consent. * __J)Above 2" —5Y" 9 CI V2" 2^ , ® s _ a ® ® M. " 4 2° 2 12'-0° 34'-3" d 9 � Bedroom COMBO I ® COMBO 00 cc S/O & CO ® & 0 ! DETECTOR ® DETECTOR 2868 It _ _ A M 1 T (ll J)I L841 � COMBO \I ® e 2" 2 N ® 5'-7Y° -�- 2 �, 0 00 D TOR 2868 2868 ® �® 1'-2" U 'WORK NOTES: �) ® CI- W21 o W U it ty S1�^ e I w(( 2 e ® Rom Bedroom a ^ 4" PC SLAB I e� Q o ' � 0 W/ 10 GA. 6x6 WWM. ® ya�� m Bath AND 6 MIL. POLY O 2" co VAPOR BARRIER ® ! (, � ® 0 1 w 0 Room Ir-, 22'-4" ® I ct i Trash / o um s Hatr P A 301 301 0 Waste Line c o a — _ - - - _ Masa�jo2eninLffor — 168' Goroge Door - - - - - E D11 PROJECT: — — — — —— — — — — — — — — — — — 30 30 24" Apron i 1 CIO AJ t 11 -3 ["=,I R 11, 811 is 7 -- . -3Y.. -3Y' —20' 2Y4" 1'-10Y4" 13'-0" 51-1 15 LANIDING LA KIE 3'-8" GEE PORT, NY 11944- 73'-4° SCUP,W"1000-0 3.04-0'62 ;DRAWING TITLE: 4 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE BASEMENT FLOOR 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT, HEADERS ARE TO BE 6ET: ISSUED FOR: DATE: BASEMENT FLOOR PLAN (2)1 OTH 9WI LVL UNLESS11 OTHERWISE NOTED k 4 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF NOTE: SEAL: DALE: NEW YORK STATE 1) ALL EXTERIOR HEADERS TO BE (2)14"x 94" LVL HEADERS UNLESS OTHERWISE NOTED JUNE 15, 2023 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE PROJECT NO: 1147-2023 3) ALL INTERIOR HEADERS ARE TO BE (1)14"x9" LVL WITH 2X ON FLAT ABOVE AND BELOW OF NLiy). DRAWN BY: VICTOR & CHRISANTI © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE <-� *PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT � �� ' C041 '� BDK (4) PROVIDE SOLID BLOCKING BENEATH ALL BEARING POINTS.REFER TO MANUFACTURERS ��, `� %( �y CHECKED BY: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF t, ,. m 4 SPECIFICATIONS FOR BLOCKING AT JOIST WEB. House Drawn = 2323 Sf. KEHL DESIGN ASSOCIATES, LLCM THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE `'`� `" �' � � PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. 'ua ` sHLET NUMBtR: Max. House Livable Allowed 2442 Sf. J 0 Acceptance of these drawings does not authorize the right to build without the authorization A'ESSIO�\ /o 20 Max. Lot Coverage 2547.85 Sf. of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Total House Drawn = 2513 Sf. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DOB NUMBER: ur agencies prior to construction. t %Ji' 1 - E 111 IIII L7 -_-'vu 3'-8° 6.9'-8" UHL DESIGN ASSOCIATES LLC " '-0" -0 residential & commercial design • consulting �3 ' "— '-6" 14'-8� '-6" 3'-6%" '-0%" P0.Box 1675 phone: (631 433-9084 �7 0 , D Southold,New York 11971 E Mai': ss in optonline.nef C I o I o o Kehl Design Associates,LLC o formerly D A K Associates,LLC e 0 0 OWNERSHIN c`ic USE OF DOCUMENTS: -0„ o I o o These drawings and specifications including the ideas, design and arrangements represented r�r145L 2880 CW35 CW g g p FWG6080R FWC6080P. therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 1 to others or used in connection with any work Powder ;K(D p :IL-_ ": or project other than for which they have been ��O> M — prepared without written consent. \uRoom - — , Master - � u r-� Bathroom itc en 15'-a" o � (FAN m ��, cc - - - - - - - - - - - - � I J� Master t0 N J X) caL ! - � o Bedroom � i � L L00- _ J 3 4" 3 6° ��" COMBO M I o ' o ATTIC w Y4 M � D (CO X r OLAP, ACCESS N '+ I 8 D y 3' 5�' 11'-6Yz" -4" 3Y° Fill 10'-5Y° 3Ui o HVAC 17'-8' I COMBO CI FAN) M t UNIT I ® r1I- E L 0 20 r2DOR COMBO '-6 4Y" 8 -6° M 00o 0TOR � Bathroom Garage 5 Mo WURK NOTES: Great Room O 2880 _2880 Cathedral Ceiling cc I CI COMBO COMBO & 0 $ & 0 2'-3Y"—� DET TOR D TOR N Bedroom o Bedroom o o o IG o CILn I 3y" , 24'-5" 2 0" 3Y2" 10'-� I 2 1 "x LVL Hdr. A3 0_ (2)1 "x9 ' LVL Hdr. _J 01 I I CX16L 3 SM. 3"SM.CX16L 3"SM. CX16R CX16 CX15L 3 SM. 3SP;1.CX15R CX15L CX15R A I I � 1 15'-43/4" I -7" I (2)14"x 921" LUL Hdr. o 14'z 8' Gorage Door PROJECT: 24" Apron _ yr 4" ;a "Z "39 fik," :.� F z i',� 12= �Gi �` 91,-3Y" 9-3 -0' 12'-2Y' 12'-1' 13'-1y" ' 8Y2° GREENP®RT, NY 11944 scrr1.1"M 000-M-04-012 3 ,DRAWING TH LE: 7 PROVIDE HURRICANE STRAPPING 200200 REOSIIDDENiALWCODE OF FIRST FLOOR NEW YORK STATE ,I ALL EXT. HEADERS ARE TO BE (2)13/"X 9Yz" LVL UNLESS SET: ISSUED FOR: DATE: FIRST FLOOR P OTHERWISE NOTED Y NOTE: PROVIDE FIRE BREAKS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE AS PER THE 2020 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE RESIDENTIAL CODE OF CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, NEW YORK STATE ;SEAL: DATE: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS NOTE: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1) ALL EXTERIOR HEADERS TO BE (2)1j"x 94" LVL HEADERS UNLESS OTHERWISE NOTED JUNE 15, 2023 IN ACCORDANCE WITH THE PROVISIONS CF THIS CODE SHALL RESULT IN A SYSTEM PROJECT NO: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE a TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING 1147-2023 ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 3 ALL INTERIOR HEADERS ARE TO BE 1 1 "x9�" LVL WITH 2X ON FLAT ABOVE AND BELOW O C DRAWN BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF ( � C COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE � ,`)4\ THIS SECTION. VICTOR & CHRISANTI PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ANN C4�,, ,s� BDK (4) PROVIDE SOLID BLOCKING BENEATH ALL BEARING POINTS.REFER TO MANUFACTURERS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF .f CHECKED BY: SPECIFICATIONS FOR BLOCKING AT JOIST WEB. R301.1.1 ALTERNATE PROVISIONS KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING House Drawn 2323 Sf. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ` ;..- r A �' ' jl S EI NUMBER: STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Max. House Livable Allowed 2442 Sf. c� THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 10 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OFU• NEW YORK STATE. Lot Coverage 2547 85 Sf. Acceptance of these drawings does not authorize the right to build without the authorization 20 /o Max. p g g � —•—.._-- 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD Total House Drawn = 2513 Sf. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such r. DOB NUMBER: OF FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) U R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, �. " i 71 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS U V' ''I `. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURESr ---t �, .,, gni � I : ! L El L. IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM ... _ _ I t- _ THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ! ��,DESIGN ASSOCIATES LI,C ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF residential & commercial design • consulting THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO.Box 1675 phone: (631)433-9084 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Southold,New York 11971 E-Mail: ssbn654@optonline.net THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH AZEK OR EQUAL BOARD AND BATTEN THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF OR SHIPLAP VERIFY WITH OWNER NEW YORK STATE. Kehl Design Associates,uc o formerly o A K Associates,LLC lam% r 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) jWNERSHIP & USE OF DOCUMENI � 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) These drawings and specifications including the 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400); ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, j I ? LLC. No part thereof shall be copied, disclosed to others or used in connection with eny work j or project other than for which they hove been LSI IL II IUI iI ILLI LII prepared without written consent. 11LJLlSI II ]_ 4 ILLLLL ILL ILLI 11 I ; W ll TL I I FE - - ❑ i I TF I E LJL_ LL� 1� 3 WORK NOTES: 4 NORTH ELEVATION .a PROJECT: H, 1-R" 1: 3� fi� L ILS __ I ILS LI L_ ISI II1j-1 II LLI AZEK OR EQUAL BOARD AND BATTEN ixf Ill ILIIILI ILII ILLL II ILI II L-L-III II OR SHIPLAP VERIFY WITH OWNER x ? 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PLANS MAY NOT BE REPRODUCED WITHOUT �' o��'r CO,ty �~ House Drawn 2323 Sf. -NECKED BY: — WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF � 1.h ;,� ti KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE r—_ ;: h;'"'',t; �� Max. House Livable Allowed 2442 Sf. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. HEEI NUMBER: 20 % Max. Lot Coverage 2547.85 Sf. °� � J'��4 ��'` 9 Acceptance of (hese drawings does not authorize the right to build without the authorization SSIOV, � - Total House Drawn = 2513 Sf. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such t DOB NUMBER: OF agencies prior to construction. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODS OF NEW YORK STAT R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, �T tJ , ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS -��'� ._ 1-.�.1_ _ --/ — 1LIh3 _ V,.,t PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES as IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS KEHL DESIGN ASSOCIATES, LLC PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OFresidential a commercialdesign . consulting THIS SECTION. R301.1.1 ALTERNATE PROVISIONS c AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO,Boz 1675 phone: (6311 433-9084 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND t $outhold,NewYork 11971 EMail: ssbnb54�opfonline,nef THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF 11-1 L� I!�I� II IIU�11 I�I�I J��_� LI LI NEW YORK STATE. Kehl Design Associates,LLC o formerly D A K Associates,LLC - - II 11 III W I I I ISI I I I�I� I! I I II II I I II 11 II II I I �Illl II LI I I IIII I I I�L_II I I� 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) tO�WN7/ER/TS�H�TI�P �7U'S?%ET% OF,? DOCU'rME.NrrrTrS: 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD i 1 I1 FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) These drawings and specification, _LjLLd ;sw,-i.n-,c.-.lu,,.din.y"g�i.;,t..h.-;e _1 -- ---m;- 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented LLLLLtL�1L1LL11 HI LI IIILIIIII111111111111111 � 11111111�1� II JL1_U II ll_I _fl II III LI I'.J111 ILS ISI II IWJ II Ill II II II II II II II II II LI II II II�Il�. therein, are the property of D.cop ASSOCIATES, I I I ILS I IL I I ILII I IL II I IIII i IL1Llla LLC. No part thereof shall be copied, disclosed JL_ll IIII !�� !Lll II U U II 1111 I ILII IL11 II I1 11 J to others or used in connection with any work llL LL! L _IIII ! 11 11 11 L ! I l I IJ LJ or project other than for which they have been -�T-a' ! !1 ! -LLLL11 L �J 11 11 11 11 I'! 11 LI J L W • prepared without written consent. J 1 JL J1 U U U LJ I l l I_L L t I LL ! 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ALL FLOOR PLANS AND ELEVATIONS ARE f `� ,\%> J. WEST ELEVATION VICTOR & CHRISANTI PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT `�v �� WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �'' �' z CHECKED BY: KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE a House Drawn = 2323 Sf. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SHEET NUMBED: Max. House Livable Allowed 2442 Sf. .' 20 % Max. Lot Coverage 2547.05 Sf. Acceptance of these drawings does not authorize the right to build without the authorization 9 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Total House Drawn 2513 Sf. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such Dub NUI OF agencies prior to construction. b R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STAT R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE %;" ✓ IC�-- CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, / rte ,= ARCHITECTURAL GRADE ROOF SHINGLE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES ICE & WATERSHEILD IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM " CDX EXT. ROOF SHEATHING THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE -; TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING DESIGN ASSOCIATES Lid RIDGE VENT 2x10-16" oc RAFTERS ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS , PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF residential & commercial design • consulting 1j"X11 " LVL RIDGE THIS SECTION. RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING R301.1.1 ALTERNATE PROVISIONS ARCHITECTURAL GRADE ROOF SHINGLE 12 12 RIDGE VENT RIDGE VENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO,Box 1675 phone: (631)433-9084 ICE & WATERSHEILD 6 6 7 � STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Southold,New York 11971 E-Ma!l: ssbn650,optonline,net 1 "X112X6 COLLAR FS_--_ g" LVL RIDGE 1 "X11 g" LVL RIDGE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 8" CDX EXT. ROOF SHEATHING 16"oc. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Kehl Design Associates,LLC o formerly D A K Associates,LLC 2x10-16" oc RAFTERS � / _. ,,�, D FRAMED 12" 2X6 WITH E CONSTRUCTED ATTIC \\ 6" CLOSED CELL SPRAY FOAM R-45 / 2) A SCI STOAONDARD FOR COLD-FORMED STEEL AFRA FRAMING - PRESCRIPTIVE METHOD OWNERSHIP & USE OF DOCUMENTS: OF 2X6 WITH E&CB AZEK ON ATTIC FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 These drawings and specifications including the UNDERSIDE 2X6 WALL TO RAFTERS �� 12 ( ) ideas, design and arrangements represented R-19 INSULATION PF�� INSULATION BAFFLE POST TO RIDGE 6 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (lCC400) therein, are the property of D.A.K. ASSOCIATES, S�FZ LLC. No part thereof shall be copied, disclosed 2x4-32" oc F P� \ R-19 INSULATION to others or used in connection with any work oc 2x6-16" oc RAFTERS or project other than for which they have been 2x6 / 2X4 STRONG BACK X16 2x6-16" oc RAFTERS � y prepared without written consent. � (2)1 J"x9�' LVL HDR. PACKED OUT TO CREATE A BEAM TO COVER 2x6_ TOP OF COLUMN. 2X8 CEILING JOISTS 16"oc. R-30 INSULATION 1 8" FASCIA 12" VENTED SOFFIT (SEE DETAIL) f R-30 INSULATION HURRICANE STRAPPING /R-30 DOUBLE 2x6 PLATE INSULATION 4x4 ACO POST COLUMN WRAPPED R-15 ROCKWOOL 2x6-16" oc WALL STUDS WITH AZEK OR EQUAL INSU RGCKWOOL INSULATION s"CDX SHEATHING a " NSULATION BLUESKIN HOUSEWRAP 18-�" 154/4 R-21 INSULATION "x 8" HARDI-PLANK (6" EXP) - R-21 INSULATION GARAGE GREAT ROOM CL BED ROOM CL BED ROOM FIRE BLOCKING - 2x6 PLATE R-21 INSULATION CATHEDRAL CEILING STONE FINISH R-15 ROCKWOOL a" FINISHED WOOD FLOORS 2x6 CCA SILL 4" PC SLAB 6" SLAB W/6X6 WWM. INSULATION J" ADVANTECH TERMITE SHIELD - SILL SEAL W/ 10 GA. 66 WWM. DECKING AND 6 MIL. POLY J"x18" ANCHOR BOLTS MAX. 32" OC VAPOR BARRIER 1-1/8" FIBERSTRR RIM BOARD (AS PER MFG. SPECS.) 1 8' P.C. FOUNDATION WALL i MASOONRY OPENING FOR TJI230 x 9-1/2" 2x6 CCA SILL 14x8 GARAGE DOOR R-30 16" oc R-30 R-3C ZTJ1230 x 9-1/2" R-30 ZTJ1230 x 9-1/2" TERMITE SHIELD - SILL SEAL 2x4 KEY WAY INSULATION INSULATION INSULATION 16" oc INSULATION 16" oc R"x18" ANCHOR BOLTS MAX. 32"oc. 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) WITH (4)#5 REBAR L.W. AND #5 BASEMENT BASEMENT BASEMENT BASEMENT #5 VERTICAL REBAR 4'-0"oc. REBAR S.W. AT 2'oc. . . STEP FOOTINGS AS NECESSARY (2)#5 HORIZONTAL REBAR 36"oc. WORK NOTES: - 4" PC SLAB 4" PC SLAB 4" PC SLAB DAMP PROOFING t.>, W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. TO MAINTAIN 3'-0" BELOW AND 6 MIL. POLY AND 6 MIL. POLY PROVIDE HURRICANE STRAPPING FINAL GRADE VAPOR BARRIER AND 6 MIL. IE VAPOR BARRIER 8" P. C. FOUNDATION WALL IN ACCORDANCE WITH THE �-. VAPOR BARRIER f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2x4 KEY WAY 2020RESIDENTIAL CODE OF YORKSTATE - - - - - - - - - - - - - - - - - - - NEW YORK STATE — — — — — — — — — — — — — — — — — — — — — — —— — — — — — ———— — — — — — — — — — — — — — — — — — — — — — 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) ALL EXT. HEADERS ARE TO BE 1 WITH (4)#5 REBAR L.W. AND #S € REBAR S.W. AT 2'oc. (2)1Y,"X 9%" LVL UNLESS OR!ERWISE NOTED NOTE: PROVIDE FIRE BREAKS CROSS SECTION A AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ARCHITECTURAL GRADE ROOF SHINGLE — ICE & WATERSHEILD • RIDGE VENT J" CDX EXT. ROOF SHEATHING t 14"X11;" LVL RIDGE 2x10-16" oc RAFTERS RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING ARCHITECTURAL GRADE ROOF SHINGLE 12 12 RIDGE VENT RIDGE VENT 1 ICE & WATERSHEILD 6 6 t" CDX EXT. ROOF SHEATHING 2X6 COLLAR TES 14°X11 " LVL RIDGE 1 "X11 " LVL RIDGE 3 :;PROJECT: 16"oc. 2x10-16" oc RAFTERS 4 ATTIC � � 6" CLOSED CELL SPRAY FOAM R-45 ' VC 2X6 WALL TO RAFTERS AT IC 12 R-19 INSULATION RPF�� INSULATION BAFFLE POST TO RIDGE 6 S`� 3X10 FIR BEAMS BOLTED R- IN ATION ,,, ,, .oc BETWEEN RAFTERS @ 8'oc. 2x6-16" oc RAFTERS R-19 INSULATION a 7 2� k, X8 CEILIN 1 c. ATTIC UTILITY R-30 INSULATION 8" FASCIA — ACESS 15 LANDING LANE 12" VENTED SOFFIT (SEE DETAIL R-30 INSULATION R-30 INSULATION ^ c LANDING qE � HURRICANE STRAPPING GREE PORT, Y 11C944 DOUBLE 2x6 PLATE 18_x• R-15 ROCKWOOL R-15 ROCKWOOL 2x6-16" oc WALL STUDS INSULATION INSULATION "CDX SHEATHING r SCTF►;�`1000-M-IM-012 BLUESKIN HOUSEWRAP c� �` R-21 INSULATION 2"x 8" HARDI--PLANK (6" EXP)- - R-2 INSULATION FIRE BLOCKING GREAT ROOM �' WALK-IN CL CL BATHROOM - DRAWING TITLE: 2x6 PLATE - CATHEDRAL CEILING R-15 ROCKWOOL " FINISHED 4" FINISHED J" FINISHED INSULATION WOOD FLOORS R-21 INSULATION WOOD FLOORS WOOD FLOORS CROSS SECTIONS 2x6 CCA SILL J" ADVANTECH " ADVANTECH 4" ADVANTECH AS NOTED TERMITE SHIELD - SILL SEAL DECKING DECKING DECKING J%18" ANCHOR i :t BOLTS MAX. 32" oc (2)1-3/4 x 92'" LVL GIRDER `SET: ISSUED FOR: DATE: PT- - - - - - - - - - - - ITT 8" P.C. FOUNDATION WALL (2)2X4 LVL FLOOR I I I I R-30 TJI2 O K 2 R-30 9-1 BEAMS Cd`Coc. / TJ1230 x 9-'/2" 2x4 KEY WAY ( 4" STEEL COL. INSULATION 16" oc INSULATION 16" oc 36% 36"x 12" ( ( I ICONCRETE FOOTING W/ VICTOR & CHRISANTI 24" x 10" CONCRETE FOOTING BASEMENT 3'-0" BELOW FINAL GRADE. (TYP.) I 4" STEEL COL. (5)#5 REBAR E.W. BASEMENT BASEMENT #5 VERTICAL REBAR 4'-0°oc. WITH (4)#5 REBAR L.W. AND #5 I I I ( 24% 24"x 12" 4" STEEL COL. J REBAR S.W. AT 2'oc. ( � ( � CONCRETE FOOTING W/ 24% 24"x 12" ,� House Drawn - 2323 Sf. SEAL: DATE: (5)#5 REBAR E.W. (2)#5 HORIZONTAL REBAR 36"oc. I � � 4" PC SLAB � � 4" PC SLAB 4" PC SLAB CONCRETE FOOTING W/ 4" PC SLAB Max. House Livable Allowed 2442 Sf. JUNE 15, 2023 III W/ 10 GA. 6x6 WWM. I ( W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. (5)#5 REBAR E.W. W/ 10 GA. 6x6 WWM. ;::,;_•.,.,.; DAMP PROOFING °>,;�. PROJECT NO: AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY .,;.,-•:4��'r:�.�: STEP FOOTINGS AS NECESSARY VAPOR BARRIER I I VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER `:. 8" P. C. FOUNDATION WALL TO MAINTAIN 3'-0" BELOW I I �"'�firt."r`:-K�*.�� FINAL GRADE - - - - - - - - — — — — — — — — — — - - `'' r' 2x4 KEY WAY 1147-2023 _; 20 % Max. Lot Coverage 2547.85 Sf. DRAWN BY: - - - - - - T- —I- - - - - - - - - - - r. 24" x 10" CONCRETE FOOTING EOF r'r! 'y L_ _J ..;. " �R" y. 3'-0" BELOW FINAL GRADE. (TYP.) Total House Drawn - 2513 Sf. J. WITH (4)#5 REBAR L.W. AND #5 ? *� �O�C��T co Total CHECKED BY: REBAR S.W. AT 2'oc. r'�' 'k, SHELi NUMBER: CROSS SECTION B Ik� �� oe C SIN COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization 4 DOB NUMBER: ul PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. PROVIDE HURRICANE STRAPPING R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE IN ACCORDANCE W1TH THE 2020 RESIDENTIAL CODE OF R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE NEW YORK STATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ARCHITECTURAL GRADE ROOF SHINGLE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES /'f°(� - `® ~ F ✓ ' 21/aX 9/ LVL UNLESS IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM ICE & WATERSHEILD ALL 3T. HEADERS ARE TO BE CDX EXT. ROOF SHEATHING OTHERWISE NOTED THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING rte,DESIGN ASSOCIATES LLC oc RAFTERS ELEMENTS TO THE FOUNDATION, BUILDINGS AND STRUCTURES CONSTRUCTED AS � ? RIDGE VENT NOTE: PROVIDE FIRE BREAKS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF residential s, commercial design . consulting 14"X11J" LVL RIDGE AS PER THIS SECTION. RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING THE 2020 R301.1.1 ALTERNATE PROVISIONS ARCHITECTURAL GRADE ROOF SHINGLE 12 12 RIDGE VENTRIDGE VENT RESIDENTIAL CODE OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO.Box 1675 phone: (631�433.9084 ICE & WATERSHEILD 6 \ 6 NEW YORK STATE STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND \ \\ 14"X11 g" LVL RIDGE 14"X11$" LVL RIDGE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ' SOUfh0ld,NeWYork 11971 E-Mail: ssbn654�opfon'lne,nef 8" NG CDX EXT. ROOF SHEATHING THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDICODE OF ATTIC NEW YORK STATE. 2x10-16' oc RAFTERS \ Kehl Design Associates,ILLC of rm rly D A K e5 C o e Associai LI LC (3 COLLA \ r 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) vWNLRSHIP & USE OF DOCUMENiS: / 6" CLOSED CELL SPRAY FOAM R-45 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD 4 2 \ ATTIC 12 FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) These drawings and specifications including the 1 "x 9 t" LVL FALSE VALLEY'S � � 3 ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented INSULATION BAFFLE POST TO RIDGE ) R-19 INSULATION �� Pi�� 6 therein, are the property of D.A.K. ASSOCIATES, 14"x 9J" LVL i SrL j LLC. No part thereof shall be copied, disclosed FALSE RIDGE R-19 INSULATION to others or used in connection with any work of \ 2x6-16;7— oc RAFTERS or project other than for which they have been Window Headers io be prepared without written consent. R-19 INSULATION x R-19 INSULATION Constructed with IN FALSE CEILING INSULATION , \\ (4)#5 Horizontal Rebar with N Fi \ \ (4)#3 Rebar Stirrups Equally Spaced 2X8 CEI LIM TS 16"oc. R-30 INSULATION \ with 6" Bearing on each end 8" FASCIA 12" VENTED SOFFIT (SEE DETAIL) R-30 INSULATION R-30 INSULATION R-30 INSULATON -a� HURRICANE STRAPPING UDR00 KITCHEN KITCHEN DOUBLE 2x6 PLATE R-15 ROCKWOOL a 2x6-16" oc WALL STUDS CATHEDRAL CEILING R-15 ROCKWOOL a"CDX SHEATHING INSULATION o � S'-7 24'-5' INSULATION 26—l• Window Lintel "B" BLUESKIN HOUSEUVRAP R-21 SULATION "x 8" HARDI-PLANK (6" EXP) - R-15 ROCKWOOL MASTER MASTER C FIRE BLOCKING— — INSULATION BATHROOM BEDROOM y 2x6 PLATE R-21 INSULATION R-21 INSULATION R-30 R-30 R-30 R-30 R-30 R-15 ROCKW00_ INSULATION INSULATION INSULATION INSULATION INSULATION INSULATION r 7 zProvide 2x8 TERMITE SHIELD - SILL SEAL _ Window well 4 Rebar 2x6 CCA SILL PACQ Buck 1-1/8" FIBERSTRONG RIM BOARD around all Ladder set into wall "x18" ANCHOR - and Epoxy into place BOLTS MAX. 32" oc WINDOW HEADERS ARE TO _ WINDOW HEADERS ARE TO as per 2020 NYS 5 REBAR 5 REBAR WINDOW HEADERS ARE TO — 5 REBAR (AS PER MFG. SPECS.) Basement BE CONSTRUCTED Of # —— Building Code „ �— BE CONSTRUCTED OF Windows (2)#5 HORIZONTAL REBARLLJ (2)#5 HORIZONTAL REBAR BE CONSTRUCTED L TJ1230 x 9-1/2" 2x6 CCA SILL 9 (2)#5 HORIZONTAL REBAR ZR-30 TERMITE SHIELD - SILL SEAL � 16" oc ZTJ1230 x 9-1/2" Gravel #5 REBAR ` / #5 REBAR ` / #5 REBAR \ / INSULATION 16" oc k 8" P.C. FOUNDATION WALL #5 REBAR #5 REBAR #5 REBAR � #5 REBAR #5 REBAR #3 REBAR "x18" ANCHOR BOLTS MAX. 32'oc. r>•.,.� :, ; Sand and Gravel #5 VERTICAL REBAR 4'-O"oc. PROVIDE 14"X 921" _VL 4„ PROVIDE 1;"X 92"' LVL BOX BEAM HEADER ABOVE PROVIDE i4 X 92 LVL BASEMENT BASEMENT #5 VERTICAL REBAR 4'-0"oc. BASEMENT WINDOWS BOX BEAM HEADER ABOVE BOX BEAM HEADER ABOVE (2)#5 HORIZONTAL REBAR 36"oc' 4" PC SLAB 4" PC SLAB BASEMENT WINDOWS 4" PC SLAB BASEMENT WINDOWS 4" PC SLAB (2)#5 HORIZONTAL REBAR 36"oc• :WORK NOTES: W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. DAMP PROOFING AND 6 MIL. POLY 7 AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY y VAPOR BARRIER �/ VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER 8" P. C. FOUNDATION WALL HEADER DETAIL. 8" P.C. FOUNDATION WALL 2x4 KEY WAY 2x4 KEY WAY — 24" x 10" CONCRETE FOOTING i STEPPED 3'-0" BELOW FINAL GRADE. (TYP.) .i 24" x 10" CONCRETE - WITH (4)#5 REBAR L.W. AND #5 FOOTING3'-O" BELOW _ REBAR S.W. AT 2'oc. FINAL GRADE. (TYP.) CROSS SECTION C WITH (4)#5 REBAR L.W. AND #5 REBAR s S.W. AT 2'oc. RIDGE VENT RIDGE VENT 14"X11 J" LVL RIDGE 14"X11 J" LVL RIDGE RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING ARCHITECTURAL GRADER OF SHINGLE ARCHITECTURAL GRADE ROOF SHINGLE ICE & WATERSHEILD ICE & WATERSHEILD J" CDX EXT. ROOF SHEA HIND J" CDX EXT. ROOF SHEATHING 2x10-16" oc RAFTERS 6 COLLA TI 2x10-16" oc RAFTERS COLLAR 2x4-32" oc 16"oc. 2x4-32" oc 16"oc. PROJECT: 2x6 / 2X4 STRONG BACK 2x6 / 2X4 STRONG BACK ATTIC 14"x9" LVL RIDGE AV%WPM - ' R 19 INSULATION 2x8 RAFTERS @16"oc• R 19 INSULATION ARCHITECTURAL GRADE ROOF SHINGLE 3 ICE & WATERSHEILD - m 2X8 CEILING JOISTS 16"oc. CDX EXT. ROOF SHEATHING 2X8 CEILING JOISTS 16"oc. 8" FASCIA 8" FASCIA R-30 INSULATION 12" VENTED SOFFIT R-30 INSULATION , P Ixr� 12" VENTED SOFFIT (SEE DETAIL) 12" VENTED SOFFIT (SEE DETAIL) (SEE DETAIL) -5" R-15 ROCKWOOL HURRICANE STRAPPING HURRICANE STRAPPING INSULATION ,_a, r_�• s DOUBLE 2x6 PLATE — R-21 ROCKWOOL 4X4 ACQ POST W/ VENTED SOFFIT DOUBLE 2x6 PLATE 2x6-16" oc WALL STUDS INSULATION 10" HB&G COLUMN (SEE DETAIL) CL v2• CL w HALL '" 2x6-16" oc WALL STUDS R"CDX SHEATHING 2 51,CDX SHEATHING 't BLUESKIN HOUSEWRAP �_ BEDROOM BATHROOM MASTER WRAP WALK-IN MASTER BLUESKIN HOUSEWRAP 15 LANDING LANE HARDI PLANK SIDING (E>" EXP) - ' BEDROOM I R-15 ROC OOL CLOSET BATHROOM HARDI PLANK SIDING (6" EXP) G�EE��®hi.T NY 11944 FIRE BLOCKING — FINISHED INSULATIO ti. R Iii. 2x8 CCA LEDGER WOOD FLOORS FIRE BLOCKING R-15 ROCKWOOL PORCH R-21 INSULATION WOOD FINISHED INSULATION WOOD (SHED FLOORS R-30 a"x 6"AZEK OR EQUAL DECKING R-21 INSULATION R-21 ROCKWOOL SCTIV91000-043-04-01`2 2x6 PLATE 4 ADVANTECH INSULATION 2x8 CCA LEDGER 4" ADVANTECH INSULATION DECKING 4" ADVANTECH SIMPSON POST ANCHOR--- DECKING 2x6 PLATE t DECKING (2)2x8 CCA GIRDER ,DRAWING TITLE: 1-1/8" FIBERSTRONG RIM BOARD — - TJ1230 x 9-1 2" -0' -0' TJ1230 x 9-1 2" 1�" BLUESTONE PATIO TJI230 x 9-1 2" 1-1/8" FIBERSTRONG RIM BOARD (AS PER MFG. SPECS.) 16 oc 16 oc 2x6 CCA SILL CONCRETE SLAB 16 oc (AS PER Zx6GCCA ESILL TERMITE SHIELD - SILL. SEAL R-30 INSULATION 2x6 CCA SILL 5 REBAR TERMITE SHIELD - SILL SEAL CROSS SECTIONS # R-30 R-30 AS NOTED "x18" ANCHOR BOLTS MAX. 32"oc• #5 REBAR "x18" ANCHOR #5 REBAR PINS ©24"oc• INSULATION INSULATION 1 BASEMENT COMPACT BASEMENT BOLTS MAX. 32"oc• BASEMENT BASEMENT "x18" ANCHOR BOLTS MAX. 32"oc. CW14R CW14R •'SET: ISSUED FOR: DATE: #5 VERTICAL REBAR 4'-O"oc. #5 REBAR #5 VERTICAL REBAR 4'-O"oc. #5 VERTICAL REBAR 4'-0"oc• FILL #5 VERTICAL REBAR 4'-O"oc. =_ 4" STEEL COL. HORIZONTAL REBAR 36'oc. (2)#5 HORIZONTAL 2 5 HORIZONTAL REBAR 36"oc. —� 24"x 24"x 12" (2)#5 4" PC SLAB ` 4" PC SLAB ( )# 4" PC SLAB CONCRETE FOOTING W/ 4" PC SLAB (2)#5 HORIZONTAL REBAR 36"oc. 1 100 REBAR 36'oc. DAMP PROOFING — W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. (5)#5 REBAR E.W.--\ W/ 10 GA. 6x6 WWM. DAMP PROOFING AND 6 MIL. POLY [PROVIDE 14"X 92"' LVL PROVIDE 14"X 9j" LVL AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY 8" P. C. FOUNDATION WALL - VAPOR BARRIER BOX BEAM HEADER ABOVE BOX BEAM HEADER ABOVE M VAPOR BARRIER 8" P. C. FOUNDATION WALL VAPOR BARRIER VAPOR BARRIER 8" P. C. FOUNDATION WALL 2x4 KEY WAY BASEMENT WINDOWS BASEMENT WINDOWS 2x4 KEY WAY N. 2x4 KEY WAY ,SEAL: DATE: 24" x 10" CONCRETE FOOTING - _ 24" x 10" CONCRETE FOOTING 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) 3'-C" BELOW FINAL GRADE. (TYP.) 3'-0" BELOW FINAL GRADE. (TYP.) JUNE 15, 2023 PROJECT NO: WITH (4)#5 REBAR L.W. AND #5 WITH (4)#5 REBAR L.W. AND #5 WITH (4)#5 REBAR L.W. AND #5 l REBAR S.W. AT 2'oc. REBAR S.W. AT 2'oc. REBAR S.W. AT 2'oc. --- 1147-2023 �E of t';' DRAWN BY: C. CROSS SECTION D VICTOR & CHRISANTI CROSS SECTION E > ° f CHECKED BY: �•'� i is �i��''t .1 House Drawn = 2323 Sf. f:- { ,rr_ SHLLT NUMBER: Max. House Livable Allowed 2442 Sf. 6$q 300"'` 20 /o Max. Lot Coverage 2547.85 Sf. C COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE O Acceptance of (hese drawings does not authorize the right to build without the authorization SS VIA DOB NUMBER: GE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Total House Drawn = 2513 Sf. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE.