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HomeMy WebLinkAbout51128-Z ho�anoF MOPly°�° Town of Southold * P.O. Box 1179 o0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47188 Date: 07/02/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 625 Wells Rd Peconic, NY 11958 Sec/Block/Lot: 75.-6-3.3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/14/2024 Pursuant to which Building Permit No. 51128 and dated: 08/28/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with a wrap-around covered porch, second floor balconies (2), an attached garage, and an attached porte cochere as applied for. The certificate is issued to: Daniella Ravn, Stephen Ravn Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-20-1392 6/3/2026 ELECTRICAL CERTIFICATE: 26-372 4/22/2026 PLUMBERS CERTIFICATION: Brett Wallace 6/29/2026 om uthorize gnat e $GtSOUTyo`o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Couxrt N'��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#: 51128 Date: 08/28/2024 Permission is hereby granted to: Daniella C Ravn 16 Sagamore Rd East Norwich, NY To: Construct new single-family dwelling as applied for, with SCHD and DEC approvals. Premises Located at: 625 Wells Rd SCTM # Section\Block\Lot#75.-6-3.3 Pursuant to application dated 05/14/2024 and approved by the Building Inspector. To expire on4121271202-& $ a $ - In Contractors: Required Inspections: DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, PLUMBING , ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION, ELECTRICAL-FINAL, INSULATION, FIRESAFETY INSPECTION, FIRE RESISTANT CONSTRUCTION, FINAL, Fees: CO-NEW DWELLING $100.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $4,095.00 Total $4,195.00 �Y Building Inspector � Y East End Inspection Agency, LLC P.O. Box 35 East Quogue, New York, 11942 EEI (631)594-2272 Fax(631)594-2598 office@eastendinspectionagency.com East End Inspection Agency CERTIFICATE OF ELECTRICAL COMPLIANCE This Certificate of Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant and not after the final inspection date listed.Owner. Stephen and Daniella Ravn Date: April C E 0 U�n E Address: 625 Wells Rd Certificate No: 26-3 I Peconic, NY JUN 2 9 2026 Location of Property Inspected 625 Wells Rd Peconic, New York Building Department Town of Southold _STCM,Dist-1.000__ Section:-7.5—_Block:-6--Lot:-3.3— -_Permit-Number_BP-51128_ [X] New [X]Residential [X]Basement [X] 1st Floor [X]2nd Floor [X]Garage [X]Service Fixture Outlets-109 GFCI Breakers-1 50amp 1-50 Amp Charging Station Incandescent Fixtures-5 Ranges-1 50amp wall oven Cook Tops-1-30 Amp Outlets-78 Dryer-1-30 Amp Multi Outlets-4'Plug Mold GFCI Receptacles-17 CO Det-1 Special Rec.-9-20 Amp Washer- 1-20 Amp Heat Pumps-2-30 Amp: 1-40 Amp Meters- 1 Smoke Det-1 Service Disconnect-2-150 Amp 1-17-100 Electric Service-300 Amp 1-15-150 Service Cond Size-2-sets of 4/0 Other Fixtures-102 led 1-18-150 Dimmers-19 Switches-54_ __ _ ACFI_Breakers-21 Date of Roughing Inspections:9111/2025, 9/18/2025 Date of Final Inspection,4/16/2026 The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements at the time of inspection. Installer:C&C East End Electric Corp License Number: ME-61072 59 Moet Dr Riverhead , NY 11901 Electrical Inspector: Edward Seltenreich o�oS�F>Foc,�coG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road a P.O.Box 1179 Southold, NY 11971-0959 �y • col 4 �( BUILDING DEPARTMENT (� 1 TOWN OF SOUTHOLD a 30 2026 ,UN CERTIFICATION 13%1 din of�o���r zoz10 .IA�,,r+ Date: [."I Building Permit No. I L9 Owner: Do's 1 p—�\Q f -a U y) (Please print) �/� Plumber: &Fe-- �A�o `aife (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. I,X' z (Plumbers Signature) Sworn to before me this 06 day of juvz' , 20 / ���`������a'1�UR r/ :''•�. �\ OF vFH MURK Notary Public, SLA K County ':°iOoIguootiea7a 1 0f SO(/TyO� # # : TOWN OF SOUTHOLD .BUILDING DEPT. cou ,� 631-765-1802 INSPECTION [ UNDATION.IST/ 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: Af2o� oo 'y aa414 tz,6bw . a;.hLvu a 1"Ll Is as Plkn DATE 3 1-11. INSPECTO woe soulyol* TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6U&t NA .t / D D(� 4 Gm Ave. DATE 02 S� INSPECTOR L� oF so�lyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. y o�m N 631-765-1802 v0 1 N S P E C O N [ ] FOUNDATION 1ST/ REBAR [ R GH 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 - �ovEMARKS. VC1N_��A nv, Z�7 05 viv DATE INSPECTO Iwo pF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION - FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ . ] RENTAL REMARKS: r 1 1 Yl Y 4&vA TjQA S ' 5a4 0 a', furlC4 4-v r/ DATE INSPECTOR 6/28/26,9:09 AM IMG_6460.jpeg B Wi4LLACE PLUMBING AND HEATING r l' Town of Southold Building Department I -• �, 54375 NY-25,Southold,NY11971 (631)7_ 65-1802 ; i I F Plumber Solder Certification gay+lc!„ri�� ... ,>>•?.,., Date: 06124/26 Building Permit Number:51128 4 Property Address: 625 Wells Road, Peconic, NY 11958 - SCTM 75-6-3.3 Plumbing Company: B Wallace Plumbing and Heating Master Plumber/Contractor: BRETT WALLACE Phone Number: (516) 322-6043 / 4 • 1 hereby certify that the solder used in connection with the above-referenced Building Permit conforms to the requirements of the Suffolk County F Department of Health. 6 7 i 20 2 Signature of Certified Plumber: 27 2 License Number: MP42841-REN01 https://mail.google.com/maiVu/0/?tab=rm&ogbI inbox/FMfcgzQgMgcwwzpzPfsmwmcggXvlgjw?projector=l&messagePartld=0.1 1/1 4 , \ Address: 45 Ramsey Rd, Unit 18 Shirley, NY 11967 Phone: (631) 721-3323 Email: Foaiiiiife2025 c7 gmaii.com Certificate of Installed Value Date: 10/25/2025 Customer: Daniel.la:Ravin Cell: 631-885-1641 ��N 2 9 2026 Email:"daniella@newhabitatarch.com Job Address: 625 Wells Rd. �rtment P.econic,.NY 1195$ 5ualdlnsg Dep ®Ydn of southottl Description of Job: 1. Roof Raffers: a. 2.5" Closed-Cell Foam Insulation (R-18 value) 2. 1 st-floor Rim/Joints: a.- 2.57;Closed-Cell Foam"Insulation (R718 value) 3. Crawl Space.Truss/Joints: a. 2.5" Closed-Cell Foam Insulation (R-18 value) 4. Fire.Block and Window Foam: a.- Fire block in electric cables and plumbing by code and b. "Window foam in doors and windows. Materials Used •. THERMOSEAL.5G HFO: Medium Density Closed-Cell Foam Insulation.: • SOUDAFOAM: PU-foam with fire retardant. • Certifier: Orlando Ramirez:Ortiz President, Foam Life Solutions Inc. TECHNICAL DATA SHEET THERMUERLTM 5d Material Specification Criteria I Project Submittal Data Insulation of the Future Thermoseal 5G PROUDLY MADE USING IA Honeywell Solstice® HFO `P` Medium Density • Closed Cell Spray Foam Insulation Liquid Blowing Agent ThermoSeal 5.G is an HFO based Next Generation two component,semi-rigid,medium density,2.0 lb closed cell polyurethane foam insulation system which simultaneously insulates and air-seals your building structure.Thermoseal 5G uses the latest generation,high performance HFO blowing agent known as Solstice LBA developed by Honeywell.Solstice LBA has a global \ warming potential(GWP)of 1,which is 99.9%lower than HFC blowing agents. Thermoseal 5G requires the use of an"A" component(ISO)and a blended"B"component(RESIN),which contains ZERO ozone depleting catalysts,polyols and fire retarding materials.ThermoSeal 5G is designed to make homes more energy efficient,quieter,healthier and more comfort- able.ThermoSeal 5G is applied as a liquid spray which expands approximately 15 times its initial mass and cures within seconds into a semi-rigid mass.ThermoSeal 5G fills all building cavities completely sealing all cracks,crevices,and voids where air loss and infiltration are most common. ----Physicall Properties Property Value Test Method R-Value 7.1 @ 1"/24 @ 3.5" ASTM C 518 Core Density 2.0 LB/Cubic Foot ASTM D 1622 Closed Cell Content >=92% ASTM D 2586 Water VaporTransmission Permeance , Perms: .45 @ 2" ASTM E 96 Air Leakage Rate Zero (0)ft3/s.ft2 @ 75Pa ASTM E 283 • :~Compressive Strength (PSI) 29.5 ASTM D 1621 Tensile Strength (PSI) ; 60 ASTM D 1623 Dimensional Stability \ < 5% ASTM D 2126 ~Fungi Resistance Zero Rating ASTM G 21 PropertiesFire Property : ..__ Value ; Test Method Surface B,urningCharateristics . � � Class 1 Pass ASTM E 84 •Flame Spread <25 Smoke Index <450 •Complies with the applicable requirements of ICC-ES ICC- ES AC377 Ignition Barrier,., ` AC377 Appendix X for use in attics and crawlspaces i without a prescriptive ignition barrier. Appen x X •Pass using DC315 manufactured by International NFPA 286 Thermal Barrier Fireproof Technology,Inc at(88.88 sq.ftdgal @ 18 mils wet and 12 mils dry)coverage rate of 1.136 gallons(4.3 Q per ? 100 square feet(9.3 m2) Evaluation - • • Evaluation Report ER-0698 IAPMO ES Wind Uplift Test " " PASS @135 (psf)/233 (mph) UL 1897 Thermoseal,lic www.ThermoSealUSA.com Po Box 32 TDS V1.3 June 9,2022 800.853.1577 New Canaan,CT.06840 info@ThermosealUSA.com "�A TECHNICAL DATA SHEET THERMUERL- 561 Material Specification Criteria I Project Submittal Data Insulation of the Future Thermoseal 5G PROUDLY MADE USING Honeywell Solstice° HFO Storage and Proccessing Information Liquid Blowing Agent Liquid Component Properties Property A Side- PMDI B Side-Thermoseal 5G Color Brown Amber Viscosity @ 77'F (25'C) 185 -230 cps 400-520 cps Specific Gravity 1.25 1.17- 1.19 Storage Temperature 50°F-75'F ( 10*C-24°C) 50°F-75'F ( 10'C-24-C) Mixing Ratio (By Volume) . 1:1 1:1 Shelf Life 1 Year 12 Months •Of unopened drums stored within specified'range Recorn. mended Processing Recirculation Target Do not recirculate. Gradually warm drums to 77°F prior to use. Primary Heater Target (initial) 129'F 54°C Primary Hose Target (initial), 1290F 54'C Target Processsing Pressure 1400 psi 9652 kPa Substrate&AmbientTemp >14°F (Winter)/>45"F (Summer) >-10°C(Winter)/>7°C(Summer) Moisture Content of Substrate <20% <20% Moisture Content of Concrete <10% <10% Must be clean and free of dust and debris Processing-Application processing temperatures can vary and are dependent upon indoor ambient temperature, outdoor ambient temperature,substrate temperature,humidity,elevation,substrate type,equipment,and other factors. While manufacturing polyurethane foam plastic on site,the applicator must continuously observe the characteristics of the sprayed foam and adjust the processing temperatures and pressures to maintain optimal cell structure,adhesion,and overall foam quality.It is the sole responsibility of the applicator to manufacture Thermoseal polyurethane foam plastic on-site within our specifications.When applying Thermoseal,all substrates must be 107 degrees above the dew point and free of all debris including frost,oil,rust,dust,or other debris.The equipment being used must be set to deliver a consistent 1:1 ratio by volume and must be capable of achieving at least 1200 psi and the target processing temperatures outlined in this manual. To maintain warranty status on all Thermoseal products,the Applicator's Thermoseal Training Certificate must be current.Thermoseal Training is free and can be conducted on our website at http://www.ThermosealUSA.com. DISCLAIMER:To the best of our knowledge,all technical data contained herein is true and accurate as of the date of issuance and subject to change without prior notice.User must contact Thermoseal,lic to verify correctness before specifying or ordering.We guarantee our products to conform to the quality control standards established by Thermoseal,Ilc.We assume no responsibility for coverage,performance or injuries resulting from use.Liability,if any;is limited to replacement of the product.NO OTHER WARRANTY OR GUARANTEE OF ANY KIND 15 MADE BYTHERMOSEAL USA EXPRESSED OR IMPLIED;STATUTORY,BY OPERATION OF LAW,OR OTHERWISE,INCLUDING MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Thermoseal,Ilc www.ThermoSealUSA.com Po Box 32 TDS V1.3 June 9,2022 800.853.1577 New Canaan,CT.06840 info@ThermosealUSA.com J " SQUDAL Technical Data Sheet Soudafoam FR Revision: 22/12/2020 Page 1 from 2. Technical data Basis Polyurethane Consistency Stable foam,thixotropic Curing system Moisture curing Skin Formation (FEICA TM 1014) 9,5 min Cutting Time(FEICA TM 1005) 90 min Density" Ca.25 kg/m3 Sound insulation (EN ISO 717-1) 62 dB Thermal conductivity(A)(EN 1266T) 0.034 W/m.K Box Yield (FEICA TM 1003) 750 ml yields ca. 30 1 of foam Joint Yield (FEICA TM 1002) 750 ml yields ca. 17 m of foam Shrinkage after curing (FEICA TM 1004) <6% Expansion after curing (FEICA TM 1004) < 1 % Expansion during curing (FEICA TM 1010) Ca. 86% Compressive strength (FEICA TM 1011) Ca. 104 kPa Shear strength(FEICA TM 1012) Ca.43 kPa Temperature resistance" -40°C till+90 °C (cured) "This information relates to fully cured product. Soudal'NV uses test methods approved by FEICA designed to deliver transparent and reproducible test results,ensuring customers have an accurate representation of product performance.FEICA OCF test methods are available at: http://www.feica.com/our-industry/pu-foam4echnology-ocf.FEICA is a multinational association representing the European adhesive and sealant industry,including one-component foam manufacturers.Further information at:www.feica.eu Product description • Sealing of fire retardant joints in walls and Soudafoam FIR is a one-component, self- ceiling. expanding, ready to use polyurethane foam. • As part of the'Soudal Fire Range' Soudafoam FIR is a PU-foam with fire retardant assortment for penetration seals and joints. characteristics according to the European • Sealing of all openings in roof standard EN 13664. constructions. • Apply of an acoustic baffle Properties . All foam applications in static joints. • Fire resistant in a joint(EN 1366-4) • High filling capacity Packaging • Good adhesion on all surfaces (except PE, Co/our: pink PP and PTFE). Packaging: 750 ml-aerosol (net) ` • High insulation value, thermal and acoustic • Very good bonding properties. • Gas-and flame proof up to 240 minutes in Shelf life a joint 12 months unopened and stored in dry and • Water resistant(not watertight) cool conditions(Between 5 and 25 °C), Upright Not UV-resistant storage is recommended. Applications • Installation of fireproof doors and windows. Remark:This technical data sheet replaces al previous versions.The directives contained in this documentation are the result of our experiments and of our experience and have bben submitted in good faith.Because of the diversity of the materials and substrates and the great number of possible applications which are out of our control,we cannot accept any responsibility for the results obtained.Since the design,the quality of the substrate and processing conditions are beyond our control,no liability under this publication is accepted.In every case it is recommended to carry out preliminary experiments.Soudal reserves the right to modify,products without prior notice. Soudal (UK) Limited Unit A, Tame Park,Vanguard UK-Tamworth B77 5DY Tel: +44 1827-261.092 Fax: +44 1827-284.454 www.soudal.com �SOUDAL � Technical Data Sheet Soudafoam FR Revision: 22/12/2020 i Page 2 from 2 Application method • Testresults for penetration seals and/or Shake the aerosol can for at least 20 seconds. joints with Soudafoam FR are freely Put the adapter on the valve. Moisten surfaces accessible in the'Fire Range Application with a water sprayer prior to application. For manual Penetration seals and Joints' on non-conventional substrates a preliminary the Soudal Website.The corresponding adhesion test is recommended. Remove certificates can be obtained through the pressure from the applicator to stop. Fill holes Soudal sales representatives or trough the and cavities for 1/3, as the foam will expand. Soudal Website. Repeat shaking regularly during application.,lf you have to work in layers repeat moistening after each layer. Fresh foam can be removed Environmental clauses using Soudal Gun &Foamcleaner or acetone. L'eed regulation: Prior to using the Gun&Foamcleaner,test Soudafoam FR conforms to the LEED whether surfaces are affected or not. requirements. Low emission materials: Especially plastics and lacquer or paint layers Adhesives &Sealants. SCAQMD regulation can be sensitive to this. Cured foam can only 1168. Meets USGBC LEED requirements v4.1: be removed mechanically or with Soudal PU- Low-Emitting Materials-Adhesives&Sealants Remover. regarding VOC content. Can temperature: +5°C-30°C Ambient temperature: +5°C-30*C. Surface temperature: +5 °C-35°C Health-and Safety Recommendations Take the usual labour hygiene into account. Always wear gloves and goggles. Remove cured foam mechanically.Never burn away. Consult label and material safety data sheet for more information.When vaporizing (for example with a compressor),.additional security measures will be required. Use only in well ventilated areas. Standards and certificates • European Technical Approval Soudafoam FR-ETA 13/0280 CE-marked'(BCCA-EC conformity CPR) i • Joint Sound Reduction Test by IFT • Various test and classification reports in j various accredited testing institutes: IFT Rosenheim, ITB Poland, Warrington Fire Gent,Warrington Fire Australia,Efectis Netherlands, Efectis France, CSTB France, CSI Italy. Remark:This technical data sheet replaces al previous versions.The directives contained in this documentation are the result of our experiments and of our experience and have been submitted in good faith.Because of the diversity of the materials and substrates and the great number of possible applications which are out of our control,we cannot accept any responsibility for the results obtained.Since the design,the quality of the substrate and processing conditions are beyond our control,no liability under this publication is accepted.In every case it is recommended to carry out preliminary experiments.Soudal reserves the right to modify products without prior notice. Soudal (UK)Limited Unit A,Tame Park,Vanguard UK-Tamworth B77 5DY Tel: +44 1827-261.092 Fax: +44 1827-284.454 www.soudal.com 4.2 '1 DUC - 5 205 ' 625 Wells Rd HVAC Load Calculations for Daniella Ravn sI 12 We can't reduce your taxes but we can reduce your energy costs!!! esIdential 11 Conservationg) Energy Efficient Construction Consulting Prepared By: Glenn Hooper Residential Energy Conservation P.O. Box 1013 Smithtown, NY 11787 631-767-8828 Friday, December 6, 2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac Residential&Light Commercia4 HVAC Loads Elite Software Development,anc.: Residential Energy Conserva_tio ► 625 Welis.Rd Centereach,NY 1.1720 Page 2 ProftJ Report General o aft.--'0or+iiati&h , Nfed Filename: C:\Users\enrgy\AppData\Local\Elite Software\Rhvac 9\Daniella Ravn- 625 Wells Rd Peconic i � �� MJ8.rh9 ProjectTitle,`-... . -. 625 Wells Rd Desi'ghid By: Glenn Hooper Project Date: Tuesday, December 3, 2024 Project Qb.rnment: •' ` Based off plans by New Habitat'Architecture and Design, p.c. All first floor rooms incorporate crawlspace components and area below, Rim and band areas included in wall areas, 2nd floor rooms incoporate attic area and volumes Client Name: Daniella Ravn Company Name: Residential Energy Conservation Company Representative: Glenn Hooper Company Address: P.O. Box 1013 Company City: Smithtown, NY 11787 Company Phone: 631-767-8828 Company Fax: (631) 382-8240 Company E-Mail Address: GlennH@energy-Experts.net Company Website: www.energy-experts.net Company Comment: Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 930 CFM Per Square ft.: 0.136 Square ft. of Room Area: 6,825 Square ft. Per Ton: 3,167 Volume (ft3): 85,270 FIB-611ding Loads Total Heating Required Including Ventilation Air: 46,653 Btuh 46.653 MBH Total Sensible Gain: 19,396 Btuh 84 % Total Latent Gain: 3,595 Btuh 16 % Total Cooling Required Including Ventilation Air: 22,991 Btuh 1.92 Tons (Based On Sensible + Latent) 2.16 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvad-Residential&Light Commercial.HVAC Loads Elite Software Development,Inc.. `Residential Energy Conservatio " 625 Wells Rd Centereach,NY 11720 Page 3 Miscellaneous Report System 1 System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 System 2 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb. Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 3 System 3 Outdoor Outdoor Outdoor: - Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum' Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 4 System 4 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb ; Wet Bulb Rel.Hum . Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.130 AC/hr 0.070 AC/hr 185 CFM 99 CFM Infiltration Actual: 0.130 AC/hr 0.070 AC/hr Above Grade Volume: X 85,270 Cu.ft. X 85,270 Cu.ft. 11,085 Cu.ft./hr 5,969 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 185 CFM 99 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr (63 CFM), Construction: Summer Infiltration Specified: 0.070 AC/hr (34 CFM), Construction: ---System 2--- Infiltration & Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(23 CFM), Construction: Summer Infiltration Specified: 0.070 AC/hr (12 CFM), Construction: ---System 3--- Infiltration & Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr (78 CFM), Construction: Summer Infiltration Specified: 0.070 AC/hr (42 CFM), Construction: D:\ ...\Daniella Ravh- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6; 2024, 6:40 PM 1Rhvac=Residential&Light.Commercial HVAC Loads Elite Software Development,'Inc. Residential Energy Conservatio 625 Wells Rd Ce'nt6rea6fi,NY 11720. io Miscellaneous Report cont`d .Outside Air Data ---System 4--- Infiltration & Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr (21 CFM), Construction: Summer Infiltration Specified: 0.070 AC/hr (11 CFM), Construction: DA ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 _ _ _` Page 5 Load Preview.Report Min Mini Sys Sy I Sys! Has Ne Re c ft. Sen La Ne Sen I i Duc Scope AED To Tort /To Are Gairi Gal Gait Loss Htg Gig! Htg Clg Ac Siz CFMI CFM CFM) CFM CFM- Building 1.92 2.16 3,167 6,825 19,396 3,595 22,991 46,653 607, 884 607 884 930 System 1 System 1 No 0.80 0.81 2,600 2,112 7,314 2,251 9,565 15,736 205 333 205 333 333, 8x Zone 1 2,113 7,314 2,251 9,565 15,736 205 333 205, 333 333 8x 1-Bedroom 1 265; 451 130 58t 2,705 35 211 35 21 21 1 2-Foyer 156 236 33 2% 1,195 16 11 16 11l 11 1- 3-Parlor 168 602 98 700 1,825 24 27. 24 27 27. 1-- 4-Living 425 888 488. 1,376 2,212 29 40 29 40• 40 1 5-Dining 312 1,547 530 2,077 3,696 48 70 48 70 70' 1--5 6-Ntchen 295 2,959 885 3,844 2,558 33 135 33 135, 135 2--5 7-Mud And Hall 320 631; 87 718 1,401 18 29 18 29 29 1-- 8-Bath 1 105 0: 0 0 88 1 0 1, 0 0 0--0 9-Mechanical 67, 0' 0 0 56 1 0, 11 0 0 0- System 2 System 2 Yes 0.17 0.20 3,849 754 1,764 252 2,016 9,699 126 80 126. 80 126 5x Zone 1 754 1,764 252 2,016 9,699 126 80 126 80 126 5x 10-Garage 754 1,764 252 2,016 9,699 126 80 126• 80 126 2--5 System 3 System 3 No 0.82 0.99 3,165 3,142 8,934 858 9,792 16,453 214 407 214 407 407 9x Zone 1 3,142 8,934 858 9,792 16,453 214 407 214 407 407 9x 11-Bedroom 201 252 894 122 1,016 2,511 33 41 33 41 41 1- 12-Bath 201 b 85. 214 53, 267 800, 10 10 10 10 10 1-4 13-Bath 204b 252 229 45 274 794 10 10 10 10 10 1- 14-Bedroom 204 357 1,610 158 1,777 3,029 39' 74 39' 74 74 1-- 15-Bedroom 203 r 317 1,355 135 1,490 2,045 27 62 27 62 62 1--5 16-Bathroom 203 96 225 22 247 420 5 10; 5 16 10 1- 17-Hall And Stair 519 639 41 680 1,073 14 29: 14 29 29 1- 18-Bathroom 202E 96 26 0 26' 101 1 1 1 1 1 1 19-Laundry 76; . 519 0 519.1. 90 1; 24 1 24' 24 1-- 20-Bedroom 202 320 1,400 168 1,568 2,467 32 64 32 64 64 1--5 21-Closet 201A 52 30 17 47 245 3 1 3 1 1' 1- 22-Attic 720 1,784 97 1,881 2,878 37 81, 37, 81 81 1-- System 4System 4 No, 0.13 0.15 5,306 816 1,384 234 1,618 4,765 62 63 62 63 63 4x Zone 1 816' 1,384 234 1,618 4,765 62 63' 62 63 63 4x4 23-Of fice 816 1,384 234 1,618 4,765 62 63 62 63 63 1--5 DA ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-.Residential&Light Commercial HVAC Loads Elite Software Development,anc.. Residential Energy Conservatio• 625 Wells Rd Centereach,NY 11720 Pa 6, Duct Size Preview Room or Source Minimu Maximu r Rough Design SP Duc Duce Htg Clg Act. Duct Reg Duct Name _ Velocity Veloci� Factol L/10 Loss Veloci Len gt Flow Flow Flow Size Size System 1 Supply Runouts Zone 1 1 Bedroom 1 Built-in 450 750 0.01' 0.11 235.5 35 21,11 21 1--4 2-Foyer Built-In 450 750, 0.01; 0.1 123.4 161 111 11 1-4 3-Parlor Built-In 450, 750' 0.0T 0.1 314.3 24F 271 27 1-4, y 4-Living Built-In 450. 750' 0.01: 0.1 463.8 29� 40! 40 1--4 t5-Dining Built-In 450 750 0.01 0.1 516.8 48 0 70. 1--5 11 6-Kitchen Built-In 450 750. 0.01 0.1 494.4 33k 1351 135 2--5 7-Mud And Hall Built-In 450, 750 0.01 0.1 329.5 18L 291 29 1--4; 8-Bath 1 Built-In 450 750 0.01 0.1 0 1 rr 0, 0 0--0 9-Mechanical Built-In 450; 750, 0.01. 0.1 0 1 0, 0 0_0 Other Ducts in System 1 Supply Main Trunk Built-In 650. 900` 0.003 0.1 749.8 205F333j 333 8x8 System 2 Supply Runouts Zone 1 10-Garage Built-In 450 750 0.01 0.1 463 [� 126j 80 126. 2--5 Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0.003 0.1• 727.3 1261 80 126 5x5 System 3 Supply Runouts Zone i 11-Bedroom 201 Built-In 450 750 0.01 0.1 466.6 33� 41ii 41 1--4 12-Bath 201b Built-In 450 750 0.01 0.1 111.9 10r 10I 10 1--4 13-Bath 204b Built-In 450 75Q 0.01 0.1 119.E 10L _1`0, 10 1--4 14-Bedroom 204 Built-In 450 750 0.01 0.1 541.2 74: 1--5 r__=. i 15-Bedroom 203 Built-In 450, 750• 0.01 0.1 452.9 27'L_ 62j 62 1--5 16-Bathroom 203 Built-In 450 750 0.01 0.1 117.3 5 1 ,l 10 1--4 17-Hall And Stair .Built-In 450 750' 0.01 0.1 333.6 14 29 29 1--4 18-Bathroom 202E Built-In 450 750 0.01 0.1: 13.5 IT 1 1--4 19-Laundry Built-In 450 750 0.01 0.1 270.9 1 24i 24 1--4 4 20-Bedroom 202 Built-In 450. 750 0.01 0.11 467.8 32F 64 64 1_5 21-Closet201A Built-In 450 750 0.01 0.1: 15.7 3 1}! 1 1--4 22-Attic Built-In 450 750' 0.01, 0.1, 596.2 37[ 8_1!j 81 1--5 Other Ducts in System 3 Supply Main Trunk Built-In 650 900, 0.003 0.1 723.7 214L 407] 4017 9x9 System 4 Supply Runouts Zone i - 23-Office Built-In 450 750 0.01 0.1 462.5 62 631 63 1--5 Other Ducts in System 4 Supply Main Trunk Built-In 650 900 0.003 0.1; 567.6 62[ di 63 4x4 Summary System 1 Heating Flow: 205 Cooling Flow: 333 System 2 Heating Flow: 126 Cooling Flow: 80 System 3 Heating Flow: 214 DA ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-.Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11.720 '� Page 7 Duct Size Preview cont'd Summary _ Cooling Flow: 407 System 4 . Heating Flow: 62 Cooling Flow: 63 DA ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development;Inc. Residential Energy Conservatio 625,Wells Rd Centereach,N.Y. 11720 !?age s. System 1 - S stem 1 - Adequate Exposure 'Diversity Test Test For Adequate Exposure Diversity 15,000 10,000 000 m c Cz m 5,000 39.1% Diff. from Avg. (291 Btuh Excursion) 0 Barn 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm 0 Average Glass z.' 1.3 x Average / Hourly Glass Gain/ Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 39.1%. AED Excursion (amount by which peak exceeds 1.3 x average): 291 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential-Energy Conservatio 625 Wells Rd Centereach,NY 11720 moll -Page 9 System 2 - Sj stem 2 - Adequate Ex dsote DA16tsity Test Test For Adequate Exposure Diversity 2,500 2,000 1,500 m c - c0 1,000 500 0.0% Diff. from Av . 0 8 am 9 am ' 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Q Average Glass /,' 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 0.0%. AED Excursion (amount by which peak exceeds 1'.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac.-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 525 Wells Rd Centereach;NY 11720 '. �' _ _ . Page.10, S stem 3 - System 3 Ade uate.Exposure, Diversity,Test. Test For Adequate Exposure Diversity 15,000 10,000 34.3% Diff. from Avg. (306 Btuh E rsion) m c c� m 5,000 0 8.am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Q Average Glass �� 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 34.3%. AED Excursion (amount by which peak exceeds 1.3 x average): 306 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than•30 percent_ D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 M Page 11 System 4 - System 4 - Adequate Exposure' ' Diversit Test IN Test For Adequate Exposure Diversity 2,000 1,500 m 1,000 C� - co m 2 - 101.9% Diff. from Avg. (178 Btuh Excursion) 500 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm ® Average Glass ", 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 101.9%. AED Excursion (amount by which peak exceeds 1.3 x average): 178 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM lntereach,NY vac-Residential&Light Commercial HVAC Loads Elite Software Develo mentj Inc. sidential Energy Conservatio 625 Wells Rd 11720 �" __. _ ._ _. _ Page-12, System 1 - System 1 - Psychrometric Chart Name Description- DB WB Name Description DB WB RC Room Condition 75 62.5 OC Outdoor Condition n/a n/a LC Leaving Coil Condition 55 52.6 ECC Entering Coil Condition 75 62.5 SD Supply Duct Gain n/a n/a DTF Draw-thru Fan S.Gain n/a n/a RD Return Duct Gain n/a n/a MIX Mixed Air Point n/a n/a RML Return Misc Latent n/a n/a ML Supply Misc Latent n/a n/a RMS Return Misc Sensible n/a n/a MS Supply Misc Sensible n/a n/a HRV Heat Recovery Ventilator n/a n/a -r--- 76 g rllb _ 70 L' - 4 r • LC 56 ��%_t•�'4,�'; I _C:'� 't��^`J '_ `_- 45 3 -_�a1`, '` elf I__ � -+�:-" ' I_J• '�y,'JI�y11 - ` ., _,J1 _ __ L _ _ __ _i l L.- .._-t ! l _ I -i L-`_-' }� _l'•L _ PYU y` , 1II ' 1 ^I_•� t ql �1` t 42 LY 28 ••S' 1 J 14 2 atJ L \ c:� Imo+ r, L Ii 0- C] D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells-Rd Centereach,NY 11720 Pa a 13 system 2 S stem Ps chrometric Chart Name Description DB WB Name Description DB . WB RC Room Condition 75 62.5 OC Outdoor Condition n/a n/a LC Leaving Coil Condition 55 54 ECC Entering Coil Condition 75 62.5 SD Supply Duct Gain n/a n/a DTF Draw-thru Fan S.Gain n/a n/a RD Return Duct Gain n/a n/a MIX Mixed Air Point n/a n/a RML Return Misc Latent n/a n/a ML Supply Misc Latent n/a n/a RMS Return Misc Sensible n/a n/a MS Supply Misc Sensible n/a n/a HRV Heat Recovery Ventilator n/a n/a Wgr ilb 70 LC LA 4-2 is Sz t r ��+1% :.;.•ts.t_ � ' L'... J� tL ..C 1_..._i-^..S Z..__--�� .,�_1. +a�.. _�:. ..J_ _ __J.- _ - 4,� ..•t5�tt _1��r - � ....r.!.. � .r,.. ..r i _7_ �.4i• t. ..7.. _t�,. L__ �,�•I�.x�{,4'SJ: __ _- - -'at_ -_I _a-_ 't��� _- _ N..-.. - .. • f� -J /-++ `•t t� _-��_ -,A��- 1- i Y --A+�f ; 24.E +� 14 10 Ln `+ > c� a. D:\ ...\Daniella Ravn- 626 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential;&Light Commercial HVAC Loads Elite Software Development;Inc: Residential Energy Conservatio Centereach,NY 11720 .- 625 Wells R Pa a 4 S stem 3 - System 3 - Psychrometric Chart j Name Description DB WB Name ;,Description DB WB RC Room Condition 75 62.5 OC Outdoor Condition n/a n/a LC Leaving Coil Condition 55 54.3 ECC Entering Coil Condition 75 62.5 SD Supply Duct Gain n/a n/a DTF Draw-thru Fan S.Gain n/a n/a RD Return Duct Gain n/a n/a MIX Mixed Air Point n/a n/a RML Return Misc Latent n/a n/a ML Supply Misc Latent n/a n/a RMS Return Misc Sensible n/a n/a MS Supply Misc Sensible n/a n/a HRV Heat Recovery Ventilator n/a n/a - -�-- 76 grilb 70 JJ � 5 ~ ' __l • I _ r Ir1`-f_ 14 - _ - - , r T• •I1 1 , cf�5 Ln a D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11,720 Page 15 System 4 - System 4 -`Ps chror'i9tric Chart 'Name: Description DB W B ' Name Description DB W$ RC Room Condition 75 625 OC Outdoor Condition n/a n/a LC• Leaving Coil Condition 55 53.8 ECC Entering Coil Condition 75 62.5 SD Supply Duct Gain n/a n/a DTF Draw-thru Fan S.Gain n/a n/a RD Return Duct Gain n/a n/a MIX Mixed Air Point n/a n/a RML Return Misc Latent n/a n/a ML Supply Misc Latent n/a n/a RMS Return Misc Sensible n/a n/a MS Supply Misc Sensible n/a n/a HRV Heat Recovery Ventilator n/a n/a 76•grub f _ ICI LC 56 , r , , i'__ {-^_ I ��}I�l.�•I ___�_i,* 1. 1.._J� __ _'7+,ti_ .. t '�l._._ -'t...`,.� .•:r _..1.+.4`r.,..,._1 ..__,1�. I- tiLAQ r I t. ` �: t•V� 1 f 4 I ram• , " � 4� +.,� .`•p J i_. '1 jam.,'- �- -1`�} � .�� , It _a '.�tar!'� - ;'r1-a .. "" � 1 M1 .. _.. __"4Pi .�i_ �,y"':���� _,_I_.,.., __;_-•-+1»_-�_ I'�f".r�'Y , _ __i•` `3 'ti--M1� �f_.-'t_ f i �_-_.t_h.w -__ "l`_� T '_xi-__•r:_"l' _ .... 1 —*�'J C'J{�'Y, ,ti.�I—• 9 a y..I,..`..•:�.... .` �a'-•����_� � �� _ � _ ___t-_ __.1_..��. a m. ",_'�I___,_•_:_,.:._•__•`_`.:_t__ �•.`t-_ of l37 0 ao D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac Residential&Light,Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 ,_ ... - - Ra e.16. Total Building Summary Loads Component. Area Sen Lat;: Sen Total Description— Quan Loss Gain ' Gain Gain Low E 2: Glazing-Ultra Low E, U-value 0.26, SHGC 0.32 539.4 8,413 0 9,774 9,774 11 P: Door-Metal - Polyurethane Core, U-value 0.29 . 36 627 0 198 198 11 A: Door-Wood- Hollow Core, U-value 0.47 177.1 4,994 0 1,582 1,582 14131-10.25s:Wall-structural insulated panel (SIP), R- 5029 8,752 0 525 525 3.85 per inch EPS core, stucco or wood siding, interior finish, 10.25 inch R-40.36 SIP panels, U- value 0.029 D-Ravn Fnd R22:Wall-Basement, Custom, All cont, 2" 970.5 2,620 0 158 158 xps and 2" polyiso, U-value 0.028, above grade U- value 0.045 14B1-10.25s: Part-structural insulated panel (SIP), R - 234.2 102 0 68 68 3.85 per inch EPS core, stucco or wood siding, interior finish, 10.25 inch R-40.36 SIP panels, U- value 0.029 R24 Cont+R30: Roof/Ceiling-Roof Deck (roofing, wood, 3977 4,532 0 1,133 1,133 insulation) or SIP Panels Supported on Beams, Custom, 6.5" SIP R24+2x10 R30 cavity, U-value 0.019 21 B-32: Floor-Basement, Concrete slab, any thickness, 2 2822.5 2,370 0 0 0 or more feet below grade, R-3 or higher insulation installed below floor, any floor cover, shortest side of floor slab is 32'wide, U-value 0.014 22A-pl-t: Floor-Slab on grade, No edge insulation, no 23 1,365 0 0 0 insulation below floor, tile covering, passive, light dry soil, U-value 0.989 20P-30-c: Partition Floor(STD=15, WTD=25)-Over open 816 714 0 428 428 crawl space or garage, Passive, R-30 blanket insulation, carpet covering, U-value 0.035 Subtotals for structure: 34,489 0 13,866 13,866 People: 6 1,200 1,380 2,580 Equipment: 358 2,502 2,860 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 185, Summer CFM: 99 12,164 2,037 873 2,910 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 775 775 Total Building Load Totals: 46,653 3,595 19,396 22,991 Check i ures Total Building Supply CFM: 930 CFM Per Square ft.: 0.136 Square ft. of Room Area: 6,825 Square ft. Per Ton: 3,167 Volume (ft3): 85,270 Buildin Loads Total Heating Required Including Ventilation Air: 46,653 Btuh 46.653 MBH Total Sensible Gain: 19,396 Btuh 84 % Total Latent Gain: 3,595 Btuh 16 % Total Cooling Required Including Ventilation Air: 22,991 Btuh 1.92 Tons (Based On Sensible+ Latent) 2.16 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach, NY 11720 Page 17 Building Pie Chart Floor 10% Roof 10% Infiltration 26% Building Loss 46,653 Btuh Wall 25% Door 12% Glass 18% ° Roof 5%°r 2/° AED Excursion 3% ° Wall 3 /° Infiltration 13% Equipment 12% Building Gain 22,991 Btuh Glass 43% People 11% Door 8% DA ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-.Residential&Ught.Commercial HVAC Loads Elite Software Development,Inc: Residential Energy Conservatio 625.1Nells'Rd Centereach,NY 11720 'Page 18. System ! System.1 Summary Loads Component , Area- Sen Lat. Sen Total Description Quan Loss Gain' Gain` Gain Low E 2: Glazing-Ultra Low E, U-value 0.26, SHGC 0.32 244 3,809 0 2,738 2,738 11 P: Door-Metal - Polyurethane Core, U-value 0.29 36 627 0 198 198 1461-10.25s: Wall-structural insulated panel (SIP), R - 1532.1 2,666 0 160 160 3.85 per inch EPS core, stucco or wood siding, - interior finish, 10.25 inch R-40.36 SIP panels, U- value 0.029 D-Ravn Fnd R22: Wall-Basement, Custom, All cont, 2" 970.5 2,620 0 158 158 xps and 2" polyiso, U-value 0.028, above grade U- value 0.045 14131-10.25s: Part-structural insulated panel (SIP), R- 234.2 102 0 68 68 3.85 per inch EPS core, stucco or wood siding, interior finish, 10.25 inch R-40.36 SIP panels, U- value 0.029 21 B-32: Floor-Basement, Concrete slab, any thickness, 2 2114 1,775 0 0 0 or more feet below grade, R-3 or higher insulation installed below floor, any floor cover, shortest side.of floor slab is 32'wide, U-value 0.014 Subtotals for structure: 11,599 0 3,322 3,322 People: 6 1,200 1,380 2,580 Equipment: 358 2,024 2,382 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 63, Summer CFM: 34 4,137 693 297 990 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 291 291 System 1 System 1 Load Totals: 15,736 2,251 7,314 9,565 Check Figures Supply CFM: 333 CFM Per Square ft.: 0.158 Square ft. of Room Area: 2,113 Square ft. Per Ton: 2,600 Volume (ft3): 29,003 S stem Loads; Total Heating Required Including Ventilation Air: 15,736 Btuh 15.736 MBH Total Sensible Gain: 7,314 Btuh 76 % Total Latent Gain: 2,251 Btuh 24 % Total Cooling Required Including Ventilation Air: 9,565 Btuh 0.80 Tons (Based On Sensible+ Latent) 0.81 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc. Residential Energy Conservatio 625 WeIIs Rd Centereach,NY 11720 r Page 19 System,2 S` stem 2 Summary Loads Component Area. Sen Lat Sen Total Description Quan Loss Gain Gain Gain 11A: Door-Wood - Hollow Core, U-value 0.47 177.1 4,994 0 1,582 1,582 14131-10.25s:Wall-structural insulated panel (SIP), R - 711.2 1,238 0 74 74 3.85 per inch EPS core, stucco or wood siding, interior finish, 10.25 inch R-40.36 SIP panels, U- value 0.029 21 B-32: Floor-Basement, Concrete slab, any thickness, 2 708.5 595 0 0 0 or more feet below grade, R-3 or higher insulation installed below floor, any floor cover, shortest side of floor slab is 32'wide, U-value 0.014 22A-pl-t: Floor-Slab on grade, No edge insulation, no 23 1,365 0 0 0 insulation below floor, tile covering, passive, light dry --soil, U_value 0.989—------ - --------- -- ----- ----- ------------ Subtotals for structure: 8,192 0 1,656 1,656 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 23, Summer CFM: 12 1,507 252 108 360 Ventilation: Winter CFM: 0, Summer CFM: 0 _ 0 0 0 0 System 2 System 2 Load Totals: 9,699 252 1,764 2,016 Check Figures Supply CFM: 126 CFM Per Square ft.: 0.167 Square ft. of Room Area: 754 Square ft. Per Ton: 3,849 Volume (ft3): 10,561 System Loads Total Heating Required including Ventilation Air: 9,699 Btuh 9.699 MBH Total Sensible Gain: 1,764 Btuh 88 % Total Latent Gain: 252 Btuh 13 % Total Cooling Required Including Ventilation Air: 2,016 Btuh 0.17 Tons (Based On Sensible + Latent) 0.20 Tons (Based On 75% Sensible Capacity) Notes , Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac=Residential.&Light,Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells.-Rd Centereach,NY 11720 _.. ... __. Pa e.20. S- stem 3 System 3 Summar Loads Component., Area Sen; Lat Sen Total Descri tion Quan, Loss Gain" Gain Gain Low E 2: Glazing-Ultra Low E, U-value 0.26, SHGC 0.32. 285.9 4,456 0 6,729 .6,729 1461-10.25s: Wall-structural insulated panel (SIP), R - 2015.1 3,507 01 211 211 3.85 per inch EPS core, stucco or wood siding, interior finish, 10.25 inch R-40.36 SIP panels, U- value 0.029 R24 Cont+R30: Roof/Ceiling-Roof Deck(roofing, wood, 2955 3,367 0- 842 842 insulation) or SIP Panels Supported on Beams, Custom, 6.5" SIP R24+2x10 R30 cavity, U-value ---0.019 -- - -- -- --- -- -- --- ----- - -- -- - Subtotals for structure: 11,330 0 7,782 7,782 People: 0 0 0 0 Equipment: 0 478 478 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 78, Summer CFM: 42 5,123 858 368 f,226 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 306 306 System 3 System 3 Load Totals: 16,453 858 8,934 9,792 Check Figures Supply CFM: 407 CFM Per Square ft.: 0.130 .Square ft. of Room Area: 3,142 Square ft. Per Ton: 3,165 Volume (ft3): 35,914 S stem Loads Total Heating Required Including Ventilation Air: 16,453 Btuh 16.453 MBH Total Sensible Gain: 8,934 Btuh 91 % Total Latent Gain: 858 Btuh 9 % Total Cooling Required Including Ventilation Air: 9,792 Btuh 0.82 Tons (Based On Sensible + Latent) 0.99 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program: Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM • Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 Page 21 S stem 4 S stem 4 Summar . Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Low E 2: Glazing-Ultra Low E, U-value 0.26, SHGC 0.32 9.5 148 0 307 307 14131-10.25s:Wall-structural insulated panel (SIP), R - 770.5 1,341 0. 80 80 3.85 per inch EPS core, stucco or wood siding, interior finish, 10.25 inch R-40.36 SIP panels, U- value 0.029 R24 Cont+R30: Roof/Ceiling-Roof Deck(roofing, wood, 1022 1,165 0 291 291 insulation) or SIP Panels Supported on Beams, Custom, 6.5" SIP R24+2x10 R30 cavity, U-value 0.019 20P-30-c: Partition Floor (STD=15, WTD=25)-Over open 816 714 0 428 428 crawl space,or garage, Passive, R-30 blanket insulation, carpet covering, U-value 0.035 Subtotals for structure: 3,368 0 1,106 1,106 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 21, Summer CFM: 11 1,397 234 100 334 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 _AED_Exc_ursion:_ 0 0 178 178 System 4 System 4 Load Totals: 4,765 234 1,384 1,618 ,Check Figures Supply CFM: 63 CFM Per Square ft.: 0.077 Square ft. of Room Area: 816 Square ft. Per Ton: 5,306 Volume (ft3): 9,792 System Loads Total Heating Required Including Ventilation Air: 4,765 Btuh 4.765 MBH Total Sensible Gain: 1,384 Btuh 86 % Total Latent Gain: 234 Btuh 14 % Total Cooling Required Including Ventilation Air: 1,618 Btuh 0.13 Tons (Based On Sensible + Latent) 0.15 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December.6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc Residential Energy Conservatio 625 Wells Rd Centereacl ,NY 11720..: Pa a 22 [-Sy-stem 1 S stem .1 Pie Chart Floor 11% Infiltration 26% System 1 System 1 . Loss 15,736 Wall 34% Door 40�/o Btuh Glass 24% Wall 4% AED Excursion 3% Infiltration 10% r Glass 29% System 1 System Equipment 25% Gain 9,565 Btuh Door 2% People 27% DA ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio '625 Wells Rd Centereach,NY 11720 r Page 23 S stem 2 S stem 2 Pie Chart Infiltration 16% Floor 20% System 2 System 2 Wall 130 Loss 9,699 Btu h Door 51% Wall 4% Infiltration 18% System 2 System 2 Gain 2,016 Btu h Door 78% DA ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac Residential&Light Commercial HVAC Loads ' Elite Software Development,Inc: Residential Energy Conservatio 625,Wells Rd Centereach,NY'11720 __ _ Pa e.24, System 3 System 3 Pie Chart Roof 20% Infiltration 31% System 3 System 3 Loss 16,453 Btuh Wall 21% Glass 27% Roof 9% AED Excursion 3% Wall 2% Infiltration 13% Equipment 5% System 3 System 3 Gain 9,792 Btu h Glass 69% DA ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 Milo Page 25 System 4 System 4 Pie Chart Floor 15% Infiltration 29% System 4 . System 4 Roof 24% Loss 4,765 Btuh Glass 3% Wall 28% ED Excursion 11% Floor 26% System Infiltration 21% 4 System 4 - Gain z 1 ,618 �rA Via,,,. . Btuh Roof 18% Glass 19% Wall 5% DA...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac Residential&Light.Commercial HVAC Loads Elite Software Development,l.nc.'. Residential,Energy Conservatio 625 Wells Rd Centereacfi,NY 11720 Page 26. S stem 1 S stem 1 Bar Graph 6,000 5,000 4,000 System 1 3,000 System 1 Loss 2,000 15,736 Btuh 1 ,000 0 Floor 11% Glass 24% Infiltration 26% Wall 34% Door 4% 3,000 2,500 2,000 System 1 System 1,500 1 Gain 1,000 9,565 Btu h 500 0 Wall 4% Door 2% Equipment 25% AED Excursion 3% Glass 29% People 27% Infiltration 10% DA...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 Page 27 System 2 System 2 Bar Graph 5,000 4,000 System 3,000 2 System. 2 Loss 2,000 9,699 Btuh 1 ,000 0 Floor 20% Wall 13% Door 51% Infiltration 16% 2,000 1 ,500 System 2 System 1 ,000 2 Gain 2,016 Btuh 500 0 Wall 4% Door 78% Infiltration 18% DA ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac Residential&Light Commercial HVAC Loads Elite Soft wareDevelopment;Inc. Residential Energy Conservatio 625 Wells Rd Centereach;NY 11120 _. _ v._.._ -Page 28. S stem 3 S stem 3 Bar Graph 6,000 5,000 System 4,000 3 System 3,000 3 Loss 16,453 2,000 Btuh 1 ,000 0 Roof 20% Wall 21% Glass 27% Infiltration 31% 8,000 6,000 System 3 4 000 System , 3 Gain 9,792 2,000 Btuh 0 Roof 9% Glass 69% Infiltration 13% Wall 2% Equipment 5% AED Excursion 3% DA ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Consewatio 625 Wells Rd Centereach NY 11720 Milo Page 29 $ stem 4 System 4 Bar Graph 1 ,500 1 ,000 System 4 System 4 Loss 500 4,765 Btuh 0 Floor 15% Wall 28% Infiltration 29% Roof 24% Glass 3% 500 400 System 300 4 System 4 200 Gain 1 ,618 Btuh 100 0 Floor 26% Wall 5% Infiltration 21% Roof 18% Glass 19% AED Excursion 11% DA ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,•NY 11720_ Pa e:3o: ]Manual S Performance Data- System 1 System 1 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 7.314 Outdoor Wet Bulb: 71 Latent Gain: 2.251 Indoor Dry Bulb: 75 Total Gain: 9.565 Indoor RH: 50 Load SHR: 0.76 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 15.736 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 205 Equipment•Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Manufacturer: Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 7.314 0% Latent Capacity: 0.000 2.251 0% Total Capacity: 0.000 9.565 0% Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: Results: Percent Load of Load Heating Capacity: 0.000 15.736 0% D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereaeh,NY 11720 Page 31 Manual S Performance Data - System 2 -System 2 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 1.764 Outdoor Wet Bulb: 71 Latent Gain: 0.252 Indoor Dry Bulb: 75 Total Gain: 2.016 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 9.699 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 126 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Manufacturer: Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 1.764 0% Latent Capacity: 0.000 0.252 0% Total Capacity: 0.000 2.016 0% Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: Results: Percent Load of Load Heating Capacity: 0.000 9.699 0% D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-.Residential.&Light.Commercial HVAC Loads Elite Software Development,Inc . Residential Energy Conservatio 625 Wells Rd. Centereach,NY 11720 _ _ __. :. ,Fa a-22, Manual S Performance Data S $tem:3 - System, 3 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 8.934 Outdoor Wet Bulb: 71 Latent Gain: 0.858 'Indoor Dry Bulb: 75 Total Gain: 9.792 Indoor RH: 50 Load SHR: 0.91 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 16.453 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 214 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Manufacturer: Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 8.934 0% Latent Capacity: 0.000 0.858 0% Total Capacity: 0.000 9.792 0% Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: _ Results: Percent Load of Load Heating Capacity: 0.000 16.453 0% D:\ ...\Daniella Ravn-.625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads, Elite Software Development,.Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 Milo Page 33' Manual S Performance Data = System 4 - System 4 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 1.384 Outdoor Wet Bulb: 71 Latent Gain: 0.234 Indoor Dry Bulb: 75 Total Gain: 1.618 Indoor RH: 50 Load SHR: 0.86 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 4.765 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 62 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Manufacturer: Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 1.384 0% Latent Capacity: 0.000 0.234 0% Total Capacity: 0.000 1.618 0% Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: Results: Percent Load of Load. Heating Capacity: 0.000 4.765 0% D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Residential'Energy Conservatio tware Qevelopment1 Inc.: Rhvac-Residential&.Ll ht Commercial HVAC Loads Elite Sof 625 Vilells Rd Centereach,NY 11720 Fa e.34. S stem 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 4,000 . . . .. . . .. . . . . . . . . . . .. .. .. . . . . .. . .. .. .. : . .. . . . .. . . . .. . .. . . . . . .. . .. .. . . ... . . . . . . . . . . ..... . . . . ..... 3,000... .. . . . . .. . .. . . . . .. . . . . . . . . . . . . . . . . . . . .. .. . . . . .. . . . . . . . . . . . . . . . . .. .. . .. . . . . .. . . . .. .. . . . . .. . . . .. . . t C2,000 . . . . . .. . .... . . . . ... .. . . . . . .... . . .. . .. .. . . .. .. . . . . . . . . . .. .. . .. .. . . .. . . . . . i 1,000 . .. . . .. . . . . . . . .. . .. . . . . . . .. .. ... .. . . . . .. . . . . . .. . . . . .. . 1 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day Bedroom 1 (53%) —F Foyer(0%) — Parlor(691%) —�- Living(230/4 ®� Dining(449/4 Kitchen(60%) Mud And Hall(67%) 0~8 Bath 1 (00/.)� Mechanical(0'/6) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 Page 35 [-Sy--stem 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 2,100 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . .. . . . . .. . . . . . . . .. . . . . . . . . . . . . . . .. .. . . . . .. . . . .. .. . . .. . .. . . . . s 3 m c Z 2,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day i Garage(00%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells'Rd Centereach NY 11720 . Pa e_36 System 3 - Hourly Room Net Gain System 3 Hourly Room Net Gain 2,800 . .. . . . . . . . . . . . .. . . ... . . . . . . . .. . . .. . . . . . . . .. . . . . . . . . . .. . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 2,600 .. . . . . . . . . . . . . . . . . .. . . . . .. . .. . . . . .. . . . . . .. . . . . . . .. . . . .. 2,400 . . . . . .. ... .. . . .. . . . . . . . .. . . .. . . . . . 2,200 . . . . . . .. . . . . .. .. . . . . . .. . . . . . . . . . . . .. . .. . . . . .. ... . . 2,000 . . . . . . . .. . . .. .. . .. . . . . . . .. . .. . . .. . . . . .. . .. .. . . . . . . n � 1,800 . . . . . .. . .. .. . . . . . . . . . .. . . . .. . .. .. . . . \. . . . . . . .. . . .. . . . . . . . .. . . . . . . . . . .. ... 1,600 .. .. . . . . .. ... . . . . .. ... . . . . . . .. . . . . 1,400 . . . .. . .. . . .. . . . . .. ... . . . . . .^. . . . -. . . . . .- ... .. . . . .. . . . 1,200 . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . .. . . . / 1,000 . . . .. .. . . . . . . . . .. .. . .. . . . . . . . . . ... .. . . 800 - ..� . . . . ... . .. . . . .. .. . .. . . . . . . . .. .. . . . . . .. . . .. ... .. .. . . . . .. . .. . . . . ... . . . . . . ... . . . . . G 600 ---- - .. .. .. . . . . . . . .. .. . . . .. . . .. . . . . ... .. . . . . .. . . . . . . . . . . .. . .. . . . . .. . . . . ... .. . . . . ... .. .. 400 . . . .. ... . . . . . . .. ... . . . . . . .. ".. . . . . .. .. . .. .. . . . . . . . . . ... .. .. . . . .. . . . . . .. . 200 . . . :. . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .'•. . .. . . . ., 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day Bedroom 201 (70/4 Bath 201 b(54%) Bath 204b(53%) Bedroom 204(761/4 Bedroom 203(80%) Bathroom 203(710/6) Hall And Stair(710/0 �o Bathroom 202B(01/6) Laundry(0%4 Bedroom 202(769%) Closet 201 A(01%) Attic(71%d Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVA.C.Loads Elite Software Development,Inc. Residential Energy Conservatio '6,25 Wells Rd Centereach,NY 11720 Page 37 Fgy--stem 4 - Hourly'Room Net Gain System 4 Hourly Room Net Gain 1,900 .. . . .. . . . . .. . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . .. . . . I . . . ... . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 1,800 .. . . . . . . . . . . . . . .. . . . . . ... . . .. . .. . . . .. . . .. . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . .. . . . .. 1,700... .. . . . . .. . . . . . . . . . . . . . . . . . .. . .. . . . .. . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . 1,600... . . . . . . . . ... . . .. . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . ... . . .. . . .. . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . .. . . . . z 1,500 . .. . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . ... . . . . . . . . .. . .. . . . . .. . . . 1,400 .. . . . . . . . .. . . .. . . . .. ........ . . .. . . . . . . . ... . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . 1,300' 8 am 9 am 10 am 11 am 12 pm 1 Prn 2 pm 3 pm 4 pm 5 Pm 6 pm 7 pm Time of Day Office(1 91/o) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac Residential&Light,Commercial HVAC Loads Elite Software Development,Inc: Residential Energy Conservatio 625 Wells.Rd. [Centereach,NY 11720ko - Page System 1, Zone 1 Summary Loads (Average Load.,Procedure for Rooms) Component Area Sen Lat Sen Total.. Description Quan Loss Gain Gain Gain Low E 2: Glazing-Ultra Low E, U-value 0.26, SHGC 0.32 244 3,809 0 2,738 2,738 11 P: Door-Metal - Polyurethane Core, U-value 0.29 36 627 0 198 198 14131-10.25s: Wall-structural insulated panel (SIP), R - 1532.1 2,666 0 160 160 3.85 per inch EPS core, stucco or wood siding, interior finish, 10.25 inch R-40.36 SIP panels, U- value 0.029 D-Ravn Fnd R22:Wall-Basement, Custom, All cont, 2" 970.5 2,620 0 158 158 xps and 2" polyiso, U-value 0.028, above grade U- value 0.045 1461-10.25s: Part-structural insulated panel (SIP), R- 234.2 102 0 68 68 3.85 per inch EPS core, stucco or wood siding, interior finish, 10.25 inch R-40.36 SIP panels, U- value 0.029 21 B-32: Floor-Basement, Concrete slab, any thickness, 2 2114 1,775 0 0 0 or more feet below grade, R-3 or higher insulation installed below floor, any floor cover, shortest side of floor slab is 32'wide, U-value 0.014 _ Subtotals for structure: 11,599 0 3,322 3,322 People: 6 1,200 1,380 2,580 Equipment: 358 2,024 2,382 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 63, Summer CFM: 34 _ 4,137 693 _ 297 990_ System 1, Zone 1 Load Totals: 15,736 2,251 7,314 9,565 Check Figures Supply CFM: 333 CFM Per Square ft.: 0.158 Square ft. of Room Area: 2,113 Square ft. Per Ton: 2,600 Volume (ft3): 29,003 Zone Loads Total Heating Required: 15,736 Btuh 15.736 MBH Total Sensible Gain: 7,314 Btuh 76 % Total Latent Gain: 2,251 Btuh 24 % Total Cooling Required: 9,565 Btuh 0.80 Tons (Based On Sensible + Latent) 0.81 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac.-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 Page 39 S stem 2, Zone 15umr iar Loads Awes e Load Procedure for Rooms Component _ Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 11 A: Door-Wood - Hollow Core, U-value 0.47 177.1 4,994 0 1,582 1,582 1461-10.25s: Wall-structural insulated panel (SIP), R - 711.2 1,238 0 74 74 3.85 per inch EPS core, stucco or wood siding, interior finish, 10.25 inch R-40.36 SIP panels, U- value 0.029 21 B-32: Floor-Basement, Concrete slab, any thickness; 2 708.5 595 0 0 0 or more feet below grade, R-3 or higher insulation installed below floor, any,floor cover, shortest side of floor slab is 32'wide, U-value 0.014 22A-pl-t: Floor-Slab on grade, No edge insulation, no 23 1,365 0 0 0 insulation below floor, tile covering, passive, light dry soil, U-value 0.989 _ Subtotals for structure: 8,192 0 1,656 1,656 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 23, Summer CFM: 12 1,507 252 108 360 System 2, Zone 1 Load Totals: 9,699 252 1,764 2,016 Check Figures Supply CFM: 126 CFM Per Square ft.: 0.167 Square ft. of Room Area: 754 Square ft. Per Ton: 3,849 Volume (ft3): 10,561 Zone:Loads Total Heating Required: 9,699 Btuh 9.699 MBH Total Sensible Gain: 1,764 Btuh 88 % Total Latent Gain: 252 Btuh 13 % Total Cooling Required: 2,016 Btuh 0.17 Tons (Based On Sensible + Latent) 0.20 Tons (Based On 75% Sensible 'Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential,&Light Commercial HVAC Loads Elite Software Development,Inc:`. Residential'Eriergy Conservatio 626 Well s Rd Centereach,NY 11720 ►' ,y. . :Pa e.40, S stem 3, Zone. 1 Summary:Loads Avera a Load.:Procedure for,Rooms Component Area Sen ; Lat Sen Total Description Quan Loss Gain Gain Gain Low E 2: Glazing-Ultra Low E, U-value 0.26, SHGC 0.32 285.9 4,456 0. 6,729 6,729 14B1-10.25s:Wall-structural insulated panel (SIP), R - 2015.1 3,507 0 21.1 211 3.85 per inch EPS core, stucco or wood siding, interior finish, 10.25 inch R-40.36 SIP panels, U- value 0.029 R24 Cont +R30: Roof/Ceiling-Roof Deck(roofing, wood, 2955 3,367 0 842 842 insulation) or SIP Panels Supported on Beams, Custom, 6.5" SIP R24+2x10 R30 cavity, U-value 0.019 Subtotals for structure: 11,330 0, 7,782 7,782 People: 0 0 0 0 Equipment: 0 478 478 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 78, Summer CFM:42 5,123 858 368 1,226 System 3, Zone 1 Load Totals: 16,453 858 8,934 9,792 Check Figures , Supply CFM: 407 CFM Per Square ft.: 0.130 Square ft. of Room Area: 3,142 Square ft. Per Ton: 3,165 Volume (ft3): 35,914 Zone Loads Total Heating Required: 16,453 Btuh 16.453 MBH Total Sensible Gain: 8,934 Btuh 91 % Total Latent Gain: 858 Btuh 9 % Total Cooling Required: 9,792 Btuh 0.82 Tons (Based On Sensible + Latent) 0.99 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,inc. Residential Energy Conservatio ► 625 Wells Rd Centereach,NY 11.720 Page 41 System 4, Zone 1:Summar `'Loads Avera a Load Procedure for Rooms Component Area Sen' Lat Sen Total Description Quan Loss Gain Gain' Gain Low E 2: Glazing-Ultra Low E, U-value 0.26, SHGC 0.32 9.5 148 0 307 '307 14131-10.25s: Wall-structural insulated panel (SIP), R - 770.5 1,341 0 80 80 3.85 per inch EPS core, stucco or wood siding, interior finish, 16.25 inch R-40.36 SIP panels, U- value 0.029 R24 Cont+R30: Roof/Ceiling-Roof Deck (roofing, wood, 1022 1,165 0 291 291 insulation) or SIP Panels Supported on Beams, Custom, 6.5" SIP R24+2x10 R30 cavity, U-value 0.019 20P-30-c: Partition Floor (STD=15, WTD=25)-Over open 816 7114 0 428 428 crawl space or garage, Passive, R-30 blanket _ insulation, carpet covering, U-value 0.035 Subtotals for structure: 3,368 0 1,106 1,106 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 . 0 Infiltration:Winter CFM: 21; Summer CFM: 11 1,397 234 J 100 334 System 4, Zone 1 Load Totals: 4,765 234 1,384 1,618 Check Figures Supply CFM: 63 CFM Per Square ft.: 0.077 Square ft. of Room Area: 816 Square ft. Per Ton: 5,306 Volume (ft3): 9,792 Zone Loads Total Heating Required: 4,765 Btuh 4.765 MBH Total Sensible Gain: 1,384 Btuh 86 % Total Latent Gain: , 234 Btuh 14 % Total Cooling Required: 1,618 Btuh 0.13 Tons (Based On Sensible+ Latent) 0.15 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Residential Energy Conservatio. 625 Wells Rd Centereach,NY 11720 _ Pa a 42. Detailed Room Loads.-Room 1 Bedroom 1 Avera e-Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 265.0 sq.ft. Supply Air: 21 CFM Ceiling Height: 14.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 3,710 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 21 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 235 ft./min. Percent of Supply: 0 % Runout Air Velocity: 235 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.065 in.wg./100 ft. Actual Summer Infil.:' 6 CFM Item Area -U- Htg Sen Clg, Lat Sen' Description Quantity,' Value HTM . Loss HTM Gain Gain N -Wall-14131-10.25s 16.4 X 10 126.7 0.029 1.7 220 0.1 0 13 N -Wall-D-Ravn Fnd R22 16.4 X 6 98.5 0.028 2.7 266 0.2 0 16 -Abv. grade U-value 0.045 W -Wall-14131-10.25s 18.9 X 10 189.2 0.029 1.7 329 0.1 0 20 W -Wall-D-Ravn Fnd R22 18.9 X 6 113.5 0.028 2.7 306 0.2 0 18 - Abv. grade U-value 0.045 N -GIs-Low E 2 shgc-0.32 100%S 37.5 0.260 15.6 586 8.3 0 310 (2) Floor-21 B-32 1 X 265 265 0.014 0.8 223 _ 0.0 _ 0 0 Subtotals for Structure: 1,930 0 377 Infil.: Win.: 11.8, Sum.: 6.3 565 1.371 775 0.099 130 56 AED Excursion: 18 Room Totals: 2,705 130 451 All first floor rooms incorporate crawlspace components and area below, Rim and band areas included in wall areas D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio ► 6.25 Wells Rd .Center-'each,NY 11.720 " Page 43 Detailed Room Loads"- Room,2 Fo er Avera e.Load'Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 156.0 sq.ft. Supply Air: 11 CFM Ceiling Height: 14.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 2,184 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 11 CFM Percent of Supply.: 0 % Runout Duct Size: I 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 123 ft./min. Percent of Supply: 0 % Runout Air Velocity: 123 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.019 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U Htg Sen Clg. Lat Sen, Description Quantity Value HTM Loss HTM Gain . Gain W -Wall-14131-10.25s 9 X 10 54 0.029 1.7 94 0.1 0 6 N -Wall-D-Ravn Fnd R22 9 X 6 54 0.028 2.7 146 0.2 0 9 -Abv. grade U-value 0.045 W -Door-11 P 5.1 X 7.1 36 0.290 17.4 627 5.5 0 198 Floor-21 B-32 13 X 12 156 0.014 0.8 131 0.0 0 0 Subtotals for Structure: 998 0 .213 Infil.: Win.: 3.0, Sum.: 1.6 144 1.368 197 0.097 33 14 AED Excursion: 9 Room Totals: 1,195 33 236 Includes Powder room and closet area D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-.Residential&Light Commercial HVAC Loads Elite Software Development,Inc.'. Residential Energy Conservatio 626 Wells Rd Centereach,"NY 11720 _ ►� _ _.. 'Page 44. Detailed.Room Loads;. Room 3 Parlor. Avera e:.Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.5 ft. System Number: 1 Room Width: 16.0 ft. Zone Number: 1 Area: 168.0 sq.ft. Supply Air: 27 CFM Ceiling Height: 10.6 ft. Supply Air Changes: 0.9 AC/hr Volume: 1,778 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 27 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 314 ft./min. Percent of Supply: 0 % Runout Air Velocity: 314 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.113 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U= Htg. Sen Clg Lat Sen Description, Quantity Value', HTM Loss HTM Gain Gain W -Wall-14131-10.25s 10.6 X 10 90.8 0.029 1.7 158 0.1 0 9 N -Wall-D-Ravn Fnd R22 10.6 X 6 63.5 0.028 2.7 171 0.2 0 10 -Abv. grade U-value 0.045 S -Wall-14131-10.25s 16 X 10 160 0.029 1.7 278 0.1 0 17 N -Wall-D-Ravn Fnd R22 16 X 6 96 0.028 2.7 259 0.2 0 16 - Abv. grade U-value 0.045 W -GIs-Low E 2 shgc-0.32 0%S 15 0.260 15.6 234 32.3 0 484 Floor-21 B-32 16 X 10.6 169.3 0.014 0.8 142 0.0 _ 0 0 Subtotals for Structure: 1,242 0 536 Infil.: Win.: 8.9, Sum.:4.8 425 1.371 583 0.099 98 42 AED Excursion: _ 24 Room Totals: T 1,825 98 602 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conse_rvatio 625 Wells Rd Centereach,NY 11720 '` Pa a 45 Detailed Room Loads -Room 4 Livin Avera e Loadt Procedure ` General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 425.0 sq.ft. Supply Air: 40 CFM Ceiling Height: 14.0 ft. Supply Air Changes: 0.4 AC/hr Volume: 5,950 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 40 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 464 ft./min. Percent of Supply: 0 % Runout Air Velocity: 464 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.243 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item - Area -U- Htg Sen, Clg Lat . Sen Description Quantity Value HTM Loss HTM Gain ` Gain W -Wall-1 4B1-1 0.25s 4 X 10 40 0.029 1.7 70 0.1 0 4 W -Wall-D-Ravn Fnd R22 4 X 6 24 0.028 2.7 65 0.2 0 4 -Abv. grade U-value 0.045 S -Wall-14131-10.25s 16 X 10 122.5 0.029 1.7 213 0.1 0 13 S-Wall-D-Ravn Fnd R22 16 X 6 96 0.028 2.7 259 0.2 0 16 -Abv. grade U-value 0.045 E -Wall-14131-10.25s 4 X 10 40 0.029 1.7 70 0.1 0 4 E-Wall-D-Ravn Fnd R22 4 X 6 24 0.028 2.7 65 0.2 0 4 - Abv. grade U-value-0.045, S -GIs-Low E 2 shgc-0.32 100%S 37.5 0.260 15.6 586 8.3 0 310 (2) Floor-21 B-32 1 X 425 _ _ 425 0.014 0.8 357 0.0 0 0 Subtotals for Structure: 1,685 0 355 Infil.:Win.: 8.0, Sum.: 4.3 384 1.372 527 0.099 88 38 AED Excursion: 35 People: 20C lat/per, 230 sen/per: 2 _ _ _ 400 460 Room Totals 2,212 488 888 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40.PM � Rhvac-Residential&Light Commercial HVAC Loads Elite Software.Development,Inc. Residential Energy Conservatio HN625 Wells Rd Centereach,-NY 11720 r" _ _.. - Pa a 46. Detailed Room Loads. Room..5-- Din' ',(Average Load Procedure , General Calculation Mode: Htg. &clg.. Occurrences: 1 Room Length: 19.5 ft. System Number: 1 Room Width: 16.0 ft. Zone Number: 1 Area: 312.0 sq.ft. Supply Air: 70 CFM Ceiling Height: 14.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 4,368 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 "CFM Runout Air: 70 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 517 ft./min. Percent of Supply: 0 % Runout Air Velocity: 517. ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.220 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U_ Htg Sen Clg Lat Sen ,Description Quantity_ Value " HTM„ Loss HTM Gain" Gain S -Wall-14131-10.25s 16 X 10 122.5 0.029 1.7 213 0.1 0 13 N -Wall-D-Ravn Fnd R22 16 X 6 23 0.028 2.7 62 0.2 0 4 -Abv, grade U-value 0.045 E -Wall-1 4B 1-1 0.25s 19.5 X 10 195 0.029 1.7 339 0.1 0 20 N -Wall-D-Ravn Fnd R22 19.5 X 6 117 0.028 2.7 316 0.2 0 19 - Abv. grade U-value 0.045 S -GIs-Low E 2 shgc-0.32 100%oS 37.5 0.260 15.6 586 8.3 0 310 (2) N -GIs-Low E 2 shgc-0.32 100%S 37 0.260 15.6 577 8.3 0 . 306 N -GIs-Low E 2 shgc-0.32 100%S 36 0.260 15.6 562 8.2 0 297 Floor-21 B-32 16 X 19.5 312 0.014 0.8 262 0.0 0_ _ _0_ Subtotals for Structure: 2,917 0 969 Infil.:Win.: 11.8, Sum.: 6.4 568 1.371 779 0.099 130 56 AED Excursion: 62 People: 200 lat/per, 230 sen/per:_ _ 2 _ 400 _ 460 Room Totals: 3,696 530 1,547 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6-40 PM Rhvac-Residential A Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy.Conservatio 625 Wells Rd Centereach,'NY 11.720 Pacie 47. DeMiled'Room`'Loads:- Room 6"-'Kitchen` Avera e Load'Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.5 ft. System Number: 1 Room Width: 19.01 ft. Zone Number: 1 Area: 294.5 sq.ft. Supply Air: 135 CFM Ceiling Height: 14.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 4,123 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 67 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer.Vent.: 0 CFM Runout Air Velocity: 494 ft./min. Percent of Supply: 0 % Runout Air Velocity: 494 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.202 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss " HTM Gain Gain E -Wall-14131-10.25s 19 X 10 190 0.029 1.7 331 0.1 0 20 N -Wall-D-Ravn Fnd R22 19 X 6 114 0.028 2.7 308 0.2 0 18 -Abv. grade U-value 0.045 N -Wall-1461-10.25s 15.5 X 10 126.5 0.029 1.7 220 0.1 0 13 N -Wall-D-Ravn Fnd R22 15.5 X 6 93 0.028 2.7 251 0.2 0 15 - Abv. grade U-value 0.045 N -GIs-Low E 2 shgc-0.32 100%S 28.5 0.260 15.6 444 8.3 0 237 (3) Floor-21 B-32 19 X 15.5 294.5 0.014 0.8 247 0.0 0 0 Subtotals for Structure: 1,801 0 303 Infil.: Win.: 11.5, Sum.: 6.2 552 1.371 757 0.098 127 54 AED Excursion: 118 People: 200 lat/per, 230 sen/per: 2 400 460 Etc ument: 358 2,024 Room Totals: 2,558 885 2,959 Equipment Cooling Loads Cont. Cont. Output Output. Avg. Pct Sens. Lat. Sens. Lat." In-Use Used Load Load. Item Name Btuh-, Btuh: Output /Hour Btuh Btuh Refrigerator or freezer- 16 cubic feet 1000 0 100 100 1000 0 Dishwasher 4096 1433 100 25 1024 358 Total 2024 358 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads :. Elite Software Development;Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 - S , _.__ Pa a 48. Detailed Room Loads.- Room 7- Mud And.Hall (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 320.0 sq.ft. Supply Air: 29 CFM Ceiling Height: 14.0 ft. Supply Air Changes: 0.4 AC/hr Volume: 4,480 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 29 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 330 ft./min. Percent of Supply: 0 % Runout Air Velocity: 330 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.124 in.wg./1 b0 ft. Actual Summer Infil.: 4 CFM Item Area -U_ Htg Sen Clg Lat Sen Description Quantity; Value HTM Loss HTM. Gain ° Gain E -Wall-14131-10.25s 9 X 10 75 0.029 1.7 131 0.1 0 8 N -Wall-D-Ravn Fnd R22 9 X 6 54 0.028 2.7 146 0.2 0 9 - Abv. grade U-value 0.045 N -Part-100/150-14131-10.25s 23.4 X 234.2 0.029 0.4 102 0.3 0 68 10 E-GIs-Low E 2 shgc-0.32 0%S 15 0.260 15.6 234 32.3 0 484 Floor-21 B-32 1 X 320 320 0.014 0.8 269 0.0 0 0 Subtotals for Structure: 882 0 569 Infil.: Win.: 7.9, Sum.:4.2 378 1.372 519 0.098 87 37 AED Excursion: _ _ 25 Room Totals: 1,401 87 631 D:\...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 Page 49 Detailed Rdom Loads Room 8 -,Bath 11 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: . 1 Room Width: n/a Zone Number: 1 Area: 105.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 14.0 ft. Supply Air Changes: -0.0 AC/hr Volume: 1,470 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 0 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 0 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U Htg Sen . Clg Lat Sen Description Quantity Value HTM Loss. HTM Gain Gain Floor-21 B-32 1 X 105 105 0.014 0.8 88 0.0 0 0 Subtotals for Structure: 88 0 0 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Room Totals: 88 0 0 Including adjacent closet J D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Load's Elite.SoftwarelDeveloompritjnc. Residential Energy Conservatio OR 625 Wells Rd Centereach,NY 11720 - . ► _.._Pa a 50. Detailed Room' Loads-- Room.9 - Mechanical (Average e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.8 ft. System Number: 1 Room Width: 8.7 ft. Zone Number: 1 Area: 67.2 sq.ft. Supply Air: 0 CFM Ceiling Height: 14.0 ft. Supply Air Changes: 0.0 AC/hr Volume: 940 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 0 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 0 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg. Sen Cig Lat Sen Description Quantity Value HTM Loss HTM, Gain ` Gain Floor-21 B-32 8.7 X 7.8 67.2 0.014 0.8 56 0.0 0 0 Subtotals for Structure: 56 0 0 Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Room Totals: 56 0 0 D:\...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM I Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio "625 Wells Rd Centereach,NY 11720 Pa a 51 Detailed"Room .Loads - Room►,90 - Garage (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 22.9 ft. System Number: 2 Room Width: 32.9 ft. Zone Number: 1 Area: 754.4 sq.ft. Supply Air: 126 CFM Ceiling Height: 14.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 10,561 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 63 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 463 ft./min. Percent of Supply: 0 % Runout Air Velocity: 463 ft./min. Actual Winter Infil.: 23 CFM Actual Loss: 0.153 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item Area -U- Htg Seri Cig" LLat Sen Descri tion Quantity Value HTM Loss HTM Gain Gain N -Wall-14131-10.25s 4.8 X 10 48.3 0.029 1.7 84 0.1 0 5 E -Wall-1 4B1-1 0.25s 23 X 10 230 0.029 1.7 400 0.1 0 24 N -Wall-14131-10.25s 34 X 10 340 0.029 1.7 592 0.1 0 35 W -Wall-14131-10.25s 23 X 10 52.9 0.029 1.7 92 0.1 0 6 N -Wall-1461-10.25s 4 X 10 40 0.029 1.7 70 0.1 0 4 W :Door-11 A 9.8 X 9.1 88.6 0.470 28.2 2,497 8.9 0 791 W -Door-11A 9.8 X 9.1 88.6 0.470 28.2 2,497 8.9 0 791 Floor-21 B-32 30.9 X 22.9 708.5 0.014 0.8 595 0.0 0 0 Floor-22A-pl 23 ft..Per. 23 _0.989 _59.3 1,365 _ _0.0 0 0 Subtotals for Structure: 8,192 0 1,656 Infil.: Win.: 22.9, S_um__12.3 _ 888 _ _ 1.696 _ 1,507 _0.122 252 _ 108 Room Totals: 9,699 252 1,764 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential'&Light.Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio' MR 625 Wells Rd Centereach,NY 11720. - - - Pa e.52. Detailed Room Loads.-..Room 11 - Bedroom 201 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 252.0 sq.ft. Supply Air: 41 CFM Ceiling Height: 12.2 ft. Supply Air Changes: 0.8 AC/hr Volume: 3,074 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 41 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 467 ft./min. Percent of Supply: 0 % Runout Air Velocity: 467 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.246 in.wg./100 ft. Actual Summer.Infil.: 6 CFM Item Area -U- Htg . Sen Clg Lat Sen Description Quantity.., Value HTM Loss HTM Gain ' Gain W -Wall-14131-10.25s 1 X 162 133.5 0.029 1.7 232 0.1 0 14 S -Wall-14131-10.25s 1 X 165 128 0.029 1.7 223 0.1 0 13 W -GIs-Low E 2 shgc-0.32 93%S (3) 28.5 0.260 15.6 444 9.8 0 279 S -GIs-Low E 2 shgc-0.32 52%S 37 0.260 15.6 577 11.6 0 428 UP-Roof-R24 Cont+R30 269 X 1 269 0.019 1.1 307 0.3 0 77 Subtotals for Structure: 1,783 0 811 Infil.:Win.: 11.1, Sum.: 6.0 327 2.226 728 0.159 122 52 AED Excursion: _ 31 Room Totals: 2,511 122 894 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac Residential&Light Commercial H_VAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11.720. "� Pa a 53 Detailed`Rogrrr Loads '- Room" 12 = Bath 201b Avera e`Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 85.0 sq.ft. Supply Air: 10 CFM Ceiling Height: 10.9 ft. Supply Air Changes: 0.6 AC/hr Volume: 927 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 10 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 112 ft./min. Percent of Supply: 0 % Runout Air Velocity: 112 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.015 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -lJ- Htg ; Sen , Clg Lat' Sen Descri tion Quantity Value HTM Loss HTM Gain " Gain W -Wall-1 4B1-1 0.25s 1 X 39 39 0.029 1.7 68 0.1 0 4 S-Wall-14131-10.25s 1 X 65 55.5 0.029 1.7 97 0.1 0 6 E -Wall-14131-10.25s 1 X 39 39 0.029 1.7 68 0.1 0 4 S -GIs-Low E 2 shgc-0.32 0%S 9.5 0.260 15.6 148 15.3 0 145 UP-Roof-R24 Cont+R30 89 X 1 89 _0.019 1.1 101 0.3 0 25 Subtotals for Structure: 482 0 184 Infil.:Win.: 4.8, Sum.: 2.6 143 2.224 318 0.161 53 23 AED Excursion: _ 7 Room Totals: 800 53 214 D:\ ..:\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.' Residential,Energy Conservatio 301 625 Wells Rd' Centereach,NY 11720: ►" `..,_ .... ..,... _.. ... ., _Pa e:54. Detailed Room Loads Room 137 Bath 204b Avera a Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 252.0 sq.ft. Supply Air: 10 CFM Ceiling Height: 12.2 ft. Supply Air Changes: 0.2 AC/hr Volume: 3,074 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 10 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 119 ft./min. Percent of Supply: 0 % Runout Air Velocity: 119 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.017 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item _ Area -U- Htg Sen, Clg Lat Sen Description, Quantity Value HTM Loss HTM Gain Gain S -Wall-14131-10.25s 1 X 80 70.5 0.029 1.7 123 0.1 0 7 E -Wall-14131-10.25s 1 X 40 40 0.029 1.7 70 0.1 0 4 S -GIs-Low E 2 shgc-0.32 0%S 9.5 0.260 15.6 148 15.3 0 145 UP-Roof-R24 Cont+R30 163 X 1 163 0.019 1.1 186 0.3 0 46 Subtotals for Structure: 527 0 202 Infil.: Win.: 4.1, Sum.: 2.2 120 2.225 267 0.158 45 19 AED Excursion: 8 Room Totals: 794 45 229 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 Page 55 Detailed Room Loads - Room 14 - Bedroom 204 ' AVera' o Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 357.0 sq.ft. Supply Air: 74 CFM Ceiling Height: 12.7 ft. Supply Air Changes: 1.0 AC/hr Volume: 4,516 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 74 CFM Percent of Supply.: 0 0/6 Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 541 ft./min. Percent of Supply: 0 % Runout Air Velocity: 541 ft./min. Actual Winter Infil.: 14- CFM Actual Loss: 0.241 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen 'Clg Lat Sen Description . Quantity Value,, HTM Loss HTM Gain Gain S -Wall-14B1-10.25s 1 X 165 128 0.029 1.7 223 0.1 0 13 E-Wall-14131-10.25s 1 X 259 230.5 0.029 1.7 401 0.1 0 24 S -GIs-Low E 2 shgc-0.32 52%S 37 0.260 15.6 577 ) 11.6 0 428 E-GIs-Low E 2 shgc-0.32 0%S (3) 28.5 0.260 15.6 444 32.3 , 0 921 UP-Roof-R24'Cont+R30 386 X 1 386 0.019 1.1 440 0.3 0 110 Subtotals for Structure: 2,085 0 1,496 Infil.: Win.: 14.3, Sum.: 7.7 424 2.226 944 0.160 158 68 AED Excursion: 55 Room Totals: 3,029 158 1,619 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac Residential&Light,.Gommercial HUAC Loads Elite Software Development,Inc: Residential`Energy Conservatio 625 Wells Rd. Centereach,NY 11720 . o 86 Detailed,Roorn Loads Room 15 -1 Bedroom 203 Avero e;Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 317.0 sq.ft. Supply Air: 62 CFM Ceiling Height: 10.8 ft. Supply Air Changes: 1.1 AC/hr Volume: 3,424 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 62 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 453 ft./min. Percent of Supply: 0 % Runout Air Velocity: 453, ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.170 in.wg./100 ft. Actual;Summer Infil.: 7 CFM Item Area -U- Htg ' Serf Cig, Lat Sen Descri tionr QuantityValue, HTM Loss HTM Gain', Gain E-Wall-14131-10.25s 1 X 175 138 0.029 1.7 240 0.1 0 14 N -Wall-14131-10.25s 1 X 188 188 0.029 1.7 327 0.1 0 20 E -GIs-Low E 2 shgc-0.32 0%S 37 0.260 15.6 577 32.3 0 1,194 UP-Roof-R24 Cont+R30 82 X 1 82__ 0._019 1.1 93 0.3 0- 23 Subtotals for Structure: i 1,237 0 1,251 Infil.: Win.: 12.3, Sum.: 6.6 363 2.226 808 0.160 135 58 AED Excursion: __ _ 46 Room Totals: 2,045 135 1,355 D:\...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 ____Rage 57 Detailed Room Loads Room 16 Bathroom 203 (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 96.0 sq.ft. Supply Air: . 10 CFM Ceiling Height: 11.1 ft. Supply Air Changes: 0.6 AC/hr Volume: 1,069 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 10 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 117 f0min. Percent of Supply: 0 % Runout Air Velocity: 117 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.017 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg_ Sen Clg Lat Sen Description Quantity Value, HTM Loss' HTM Gain,, Gain E -Wall-14B1-10.25s 1 X 60 54.6 0.029 1.7 95 0.1 0 6 E -GIs-Low E 2 shgc-0.32 0%S 5.4 0.260 15.6 84 32.2 0 174 UP-Roof-R24 Cont+R30 94 X 1 94 0.019 1.1 107 0.3 0 27 Subtotals for Structure: 286 0 207 Infil.:Win.: 2.0, Sum.: 1.1 60 2.233 134 0.167 22 10 AED Excursion: 8 Room Totals: 420 22 225 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM � Rhvac-.Residential&Light Commercial HVAC Loads : Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd 'Ceniereach,NY 11720 _ . Pag a 58. Detailed Room Loads:.- Room .17 -Hall And Stair Avera e-Load;Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 519.0 sq.ft. Supply Air:. 29 CFM Ceiling Height: 12.6 ft. Supply Air Changes: 0.3 AC/hr Volume: 6,539 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 29 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 334 ft./min. Percent of Supply: 0 % Runout Air Velocity: 334 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.127 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item„ Area -U Htg Sen Clg , Lat Sen Descri tion Quantity, Value HTM',, . Loss,: HTM Gain Gain E -Wall-14B1-10.25s 1 X 30 15.1 0.029 1.7 26 0.1 0 2 W -Wall-1461-10.25s 1 X 79 79 0.029 1.7 137 0.1 0 8 E -GIs-Low E 2 shgc-0.32 0%S 5.4 0.260 15.6 84 32.2 0 174 E -GIs-Low E 2 shgc-0.32 0%S 9.5 0.260 15.6 148 32.3 0 307 UP-Roof-R24 Cont +R30 382 X 1 382 0.019 1.1 435 0.3 0 109 Subtotals for Structure: 830 0 600 Infil.:Win.: 3.7, Sum.: 2.0 109 2.229 243 0.156 41 17 AED Excursion: 22 Room Totals: 1,073 41 639 i D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,.lnc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 Page 59 Detailed Room Loads = Room' 18'. Bathroom 202B A e'ra e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: . 3 Room Width: n/a Zone Number: 1 Area: 96.0 sq.ft. Supply Air: 1 CFM Ceiling Height: 11.1 ft. Supply Air Changes: 0.1 AC/hr Volume: 1,069 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 1 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 14 ft./min. Percent of Supply: 0 % Runout Air Velocity: 14 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM .Item Area U Htg Sen„ Cig Lat . Sen Description . Quantity Value HTM Loss HTM Gain Gain UP-Roof-R24 Cont +R30 89 X 1_ 89 0.019 1.1 101 0.3 0 25 Subtotals for Structure: 101 0 25 Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 AED_Ex_cursion: _ _ _ 1 Room Totals 101 0 26 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac Residential;&Light Commercial HVAC Loads Elite Software Development, Residential Energy Conservatio 625 Wells Rd Centereach,:NY 11120 "' '_ Fa Detailed,Room. Loads,'= ROOm 49 - Laundr Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 76.0 sq.ft. Supply Air: 24 CFM Ceiling Height: 14.1 ft. Supply Air Changes: 1.3 AC/hr, Volume: 1,072 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 24 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 271 ft./min. Percent of Supply: 0 % Runout Air Velocity: 271 ft./min. . Actual Winter Infil.: 0 CFM Actual Loss: 0.085 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U=„ Htg Sen.° Clg` Lat Sen- Descri tion , Quantit Value' HTM„: Loss` HTM` Gain Gain UP-Roof-R24.Cont+R30 79•X 1 79 0.019 1.1 90 0.3 0 23 Subtotals for Structure: 90 0 23 Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 . 0 0 AED Excursion: 18 Equipment: 0 478 Room Totals: 90 0 519 [Equipment Cooling Loads`; Cont..` ' Cont. Output:. Outpuf' Avg Pct Sens. Lat.' ,Sens.,• ;• Lat.; , In-Use Used ; Load Load Item Name i3tuh Btuh Out ut /Hour Btuh Btuh Vented clothes dryer- 10 percent to space 1707 0 50 50 427 0 Clothes washing machine- 10 percent to space 205 0 50 50 51 0 Total 478 0 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 Pa e 61 Detailed Room Loads - Room':20 -Bedroom 202 Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 320.0 sq.ft. Supply Air: 64 CFM Ceiling Height: 11.3 ft. Supply Air Changes: 1.1 AC/hr Volume: 3,610 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 64 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 468 ft./min. Percent of Supply: 0 % Runout Air Velocity: 468 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.181 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item • Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-14131-10.25s 1 X 160 160 0.029 1.7 278 0.1 0 17 W -Wall-14131-10.25s 1 X 227 190 0.029 1.7 331 0.1 0 20 S -Wall-14131-10.25s 1 X 63 63 0.029 1.7 110 0.1 0 7 W -GIs-Low E 2 shgc-0.32 0%S 37 0.260 15.6 577 32.3 0 1,194 UP-Roof-R24 Cont+R30 148 X 1 148 0.019 1.1 169 0.3 0 42 Subtotals for Structure: 1,465 0 1,280 Infil.: Win.: 15.2, Sum.: 8.2 450 2.227 1,002 0.160 168 72 AED Excursion: _ 48 Room Totals: 2,467 168 1,400 i D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac Residential&tight Commercial HVAC Loads Elite Software Development,Inc.. Residential Energy Conservatio. M 525 Wells Rd Centereach,NY 11720 Detailed Room Loads Room 2,,1 Closet20,1A (Average,Load.Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 52.0 sq.ft. Supply Air: 1 CFM Ceiling Height: 11.1 ft. Supply Air Changes: 0.1 AC/hr Volume: 579 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 1 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 16 ft./min. Percent of Supply: 0 % Runout Air Velocity: 16 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg. Sen Clg tat Sen. Description . Quantity Value HTM Loss HTM Gain Gain W -Wall-14131-10.25s 1 X 45 45 0.029 1.7 78 0.1 0 5 UP-Roof-R24 Cont+R30 59 X 1 59 0.019 1.1 67 0.3 0 17 Subtotals for Structure: 145 0 22 Infil.: Win.: 1.5, Sum.: 0.8 45 2.222 100 0.156 17 7 AED Excursion: 1 Room Totals: 245 17 30 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac.-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 Milo Page 63 Detailed Room Loads = Rdom 22 Attic (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 720.0 sq.ft. Supply Air: 81 CFM Ceiling Height: 9.7 ft. Supply Air Changes: 0.7 AC/hr Volume: 6,962 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 81 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 596 ft./min. Percent of Supply: 0 % Runout Air Velocity: 596 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.292 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen . Gig; Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-1 4B 1-1 0.25s 1 X 130 88.5 0.029 1.7 154 0.1 0 9 E -Wall-14131-10.25s 1 X 130 130 0.029 1.7 226 0.1 0 14 W -GIs-Low E 2 shgc-0.32 0%S 14 0.260 15.6 218 32.3 0 451 W -GIs-Low E 2 shgc-0.32 0%S 27.5 0.260 15.6 430 32.3 0 889 UP-Roof-R24 Cont+R30 1115 X 1 1115 _0.019 1.1 1,271 0.3 0 318 Subtotals for Structure: 2,299 0 1,681 Infil.:Win.: 8.8, Sum.: 4.7 260 2.227 579 0.162 97 42 AED_Excursion: _ _ _ 61 Room Totals: 2,878 97 1,784 D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential,&Lidht Commercial HVAC Loads Elite Software Development,Inc.. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720_ :, ►' _._.. _ ___-- - .__..:_. _._.Pa e.64. Detailed Roorr► Loads - Room 23 - Office sera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 4 Room Width: n/a Zone Number: 1 Area: 816.0 sq.ft. Supply Air: 63 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 0.4 AC/hr Volume: 9,792 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 63 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 463 ft./min. Percent of Supply: 0 % Runout Air Velocity: 463 ft./min. Actual Winter Infil.: 21 CFM Actual Loss: 0.177 in.wg./1.00 ft. Actual Summer Infil.: 11 CFM Item Area -.U- Htg Sen CIg, Lat Sen Description Quantity Value HTM,,: Loss' HTM Gain Gain W -Wall-14131-10.25s 1 X 278 268.5 0.029 1.7 467 0.1 0 28 N -Wall-14B1-10.25s 1 X 224 224 0.029 1.7 390 0.1 0 23 N -Wall-14131-10.25s 1 X 278 278 0.029 1.7 484 0.1 0 29 W -GIs-Low E 2 shgc-0.32 0%S 9.5 0.260 15.6 148 32.3 0 307 UP-Roof-R24 Cont+R30 1022 X 1 1022 0.019 1.1 1,165 0.3 0 291 Floor-Part-20 P-30 1 X 816 816 0.035 _ 0.9 _714 0.5 0 428 Subtotals for Structure: 3,368 0 1,106 Infil.: Win.: 21.2, Sum.: 11.4 780 1.791 1,397 0.128 234 100 AED Excursion: 178 Room Totals: 4,765 234 1,384 D:\...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac.-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio ' 625 WeIIs Rd Cenfereach,NY, 11720 Page 65 S stem 1 Room Load=Summar Htg Min, ; Run Run Clg Clg Min Act Room" Area : Sens Htg Duct Duct, Sens Lat Cig Sys, No Name SIF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Bedroom 1 265 2,705 35 1-4 235 451 130 21 21 2 Foyer 156 1,195 16 1-4 123 236 33 11 11 3 Parlor 168 1,825 24 1-4 314 602 98 27 27 4 Living 425 2,212 29 1-4 464 888 488 40 40 5 Dining 312 3,696 48 1-5 517 1,547 530 70 70 6 Kitchen 295 2,558 33 2-5 494 2,959 885 135 135 7 Mud And Hall 320 1,401 18 1-4 330 631 87 29 29 8 Bath 1 105 88 1 0-0 0 0 0 0 0 9 Mechanical 67 56 1 0-0 _ 0 0 0 0 0 System 1 total 2,113 15,736 205 7,314 2,251 333 _333 System 1 Main Trunk Size: 8x8 in. Velocity: 750 ft./min Loss per 100 ft.: 0.168 in.wg FCobling System Summary Cooling Sensible/Latent Sensible, Latent '' Total Tons Slit Btuh Btuh Btuh Net Required: 0.80 76%/24% 7,314 2,251 9,565 Recommended: 0.81 75%/25% 7,314 2,438 9,752 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh 1 D:\ ...\Danielle Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac .Residential&Light Commercial HVAC Loads Elite Software Degelopment, Residential Energy Coni&' do 626 Wells Rd. Centereach,.NY.11720 S stern 2 R66m: Load Surnrnar. Htg , Min Run Run, . ' Gig' Clg , Min Act Room Area, Sens Htg Duct Duct Sens . Lat Glg a, .• Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 10 Garage 754 9,699 _ 126 _2-5 463 1,764 252 80 126 System 2 total_ 754 9,699 126 _ _ _ _ 1,764 252 _ 80 _ 126 System 2 Main Trunk Size: 5x5 in. Velocity: 727 ft./min Loss per 100 ft.: 0.255 in.wg 'Cooling S stem-Summar"` . Cooling Sehsible/Lateht. ` Sensible Latent '-Total` Toris "Split: Bt�uli Btuh Btuh: Net Required: 0.17 88%/ 13% 1,764 252 2,016 .Recommended: 0.20 75%/25% 1,764 588 2,352 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh 1 i DA...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 625 Wells Rd Centereach,NY 11720 acie 67 System.3 Room Load Summ'ar Htg Min Run Run Clg Cig Min Act Room Area Sens Htg Duct Duct Sens Lat, Clg . Sys No` Name " SF Btuh CFM Size Vel. Btuh Btuh CFM CFM ---Zone 1--- 11 Bedroom 201 252 2,511 33 1-4 467 894 122 41 41 12 Bath 201 b 85 800 10 1-4 112 214 53 10 10 13 Bath 204b 252 794 10 1-4 119 229 45 10 10 14 Bedroom 204 357 3,029 39 1-5 541 1,619 158 74 74 15 Bedroom 203 317 2,045 27 1-5 453 1,355 135 62 62 16 Bathroom 203 96 420 5 1-4 117 225 22 '10 10 17 Hall And Stair 519 1,073 14 1-4 334 639 41 29 29 18 Bathroom 202B 96 101 1 1-4 � 14 26 0 1 1 19 Laundry 76 90 1 1-4 271 519 0 24 24 20 Bedroom 202 320 2,467 32 1-5 468 1,400 168 64 64 21 Closet 201 A 52 245 3 14 16 30 17 .1 1 22 Attic 720 2,878 37 1-5 596 1,784 97 81 81 System 3 total _ 3,142 ' _16,453 214 8,934 _858 407 407 System 3 Main Trunk Size: 9x9 in. Velocity: 724 ft./min Loss per 100 ft.: 0.135 in.wg FC—ooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: ' 0.82 91%/9% 8,934 858 9,792 Recommended: 0.99 75%/25% 8,934 2,978 11,912 Equipment Data, Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh D:\ ...\Daniella Ravn-625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Develo ment,Inc: Re§idential'Energy Conservatio 62b Wells Rd' ,Centereach,.NY .11726 r _; ..__.._ _..:_ Pa e.68. S Sterh`4 'Room Load Sum m'ar Htg Min Run Run Clg Clg Min Act Room Area Senn Htg Duct Duct Sens Lat Clg . Sys, No Name. SF Btuh CFM Size Vel Btuh ".Btuh CFM CFM ---Zone 1--- 23 Office 816 4,765 62 1-5 463_ 1,384_ 234 __ 63 63 _ _System 4 total 816 _ 4,765 62 _ _ _ 1,384 _ 234 _ 63 _ 63 System 4 Main Trunk Size: 4x4 in. Velocity: 568 ft./min Loss per 100 ft.: 0.244 in.wg Coolin S'stern Summary Cooling• Sensible/Latent ' Sensible Latenf Total` Tons Slit Btuh Btuh' Btuh Net Required: 0.13 86%/ 14% 1,384 234 1,618 Recommended: 0.15 75%/25% 1;384 461 1,845 E ui ment'Data, ; Heating System Coolinq System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh D:\ ...\Daniella Ravn- 625 Wells Rd Peconic MJ8.rh9 Friday, December 6, 2024, 6:40 PM Envelope Leakage Test Testing Company: Technician: THE ENERGY CONSERVATORY Name: Residential Energy Conservation Name: Glenn Hooper Address: Po BOX 1013 Credentials: BPI/Resnet/NYS CEO Smithtown , NY 11787 Email: Hersratings@gmail.com Phone: 631-767-8825 www.Energy-Experts.Net Building Information: Customer Information: Project ID: , ravn Name: Address: '� 625 Wells Road Address: 625 Wells Road Peconic, New York 11958 Peconic, New York 11958 Geo-Tag Data: Latitude: 41.041842 Longitude:-72.450308 Timestamp: 2025-11-2514:50:38 Measured Leakage: 1,368.7 CFM50 With Garage, Volume 89783 Cu Ft = 0.91 ACH Test ID: predrywall Purpose of Test: Envelope (RESNE(t. -Pt) Measured ACH50: 0.96 (+/- 2.5%) Effective Leakage Are W Building Volume: Enc ce Area: 0.0 ft2 Coefficient (C): 127.0 (+/- 10.0%) Exponent (n): 0.608 (+/- 0.029) Correlation Coefficient: 0.99967 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 51 OF Outdoor Temp: 51 OF Altitude: -82.0 ft Time Average Period: 10 seconds Test Date and Time: 2025-11-25 14:56:15 2000--...__..__ __ Depressurize s y rn 800 ,. Y 700. 600. . _ rn 500 - c v 400 300 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa), Bldg-(Pa). Adj BIdg_(Pa). Fan (Pa). Flow (cfm). Config Baseline -3.8 -60.0 -64.5 -60.7 -72.0 1,529.5 Ring A -48.0 -56.4 -52.7 -63.5 1,438.3 Ring A -35.0 -38.8 -35.0 -37.8 1,117.4 Ring A -23.0 -26.1 -22.3 -209.0 856.1 Ring B -10.0 -13.0 -9.2 -68.1 491.1 Ring,,B Test Equipment: 1 Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 2585 Calibration Date: 2018-10-30 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.2 (3), © 2025 The Energy Conservatory, Inc. Page 2 of 2 ICC ? EVALUATION SERVICE' ICC-ES Evaluation Report ES R-5056 Reissued November 2024 This report also contains: -CA Supplement Subject to'renewal November 2025 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2024 ICC Evaluation Service,LLC.All rights reserved. DIVISION: 05 00 00— REPORT HOLDER: EVALUATION SUBJECT: METALS HDG HDG DECK BRACKET Section: SYSTEM: 00— - H1-GQ QUEEN BRICK ® I Metal Fabrications ions DECK LEDGER ^� DIVISION: 06 00 00— SUPPORT BRACKET , WOOD, PLASTICS, AND - HI-GQS QUEEN COMPOSITES SPLICE BRACKET Section: 06 09 00— - H2-GCL/GCR DECK Wood, Plastic, and CORNER LEDGER Composite Fastenings SUPPORT BRACKET WITH GUSSET PLATE LEFT AND RIGHT) 1.0 EVALUATION SCOPE Compliance with the following codes: ■2021, 2018 and 2015 International Building Code®(IBC ■2021, 2018 and 2015 International Residential Code (IRC) Properties evaluated: ■Structural 2.0 USES The HDG Deck Bracket System components are used as wood framing connectors in accordance with Section 2304.10.4 of the 2021 IBC (Section 2304.10.3 of the 2018 and 2015 IBC). The products may also be used in structures regulated under the IRC when an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 General: The brackets are manufactured from either 12 gauge (0.098 inch; 2.5 mm) ASTM A240 316 stainless steel or 12 gauge (0.098 inch; 2.5 mm)carbon steel with the minimum material properties specified in the approved quality documentation. The carbon steel brackets have either a Grade 65 galvanized coating thickness in accordance with ASTM A123 or a Type G185 galvanized coating in accordance with ASTM A653; the coating thicknesses comply with Section R507.2.3 of the 2021 and 2018 IRC. When installed on 2x10 or 2x12 nominal sawn lumber,the fastener(bolt)locations on each of the brackets accommodate a minimum end distance of 2.5 inches (6.4 mm) and minimum edge distance of 2.5 inches (6.4 mm). 3.2 HI-GQ Queen Brick Deck Ledger Support Bracket: The HI-GQ Queen Brick Deck Ledger Support Brackets are used to attach deck ledger boards directly to rim boards in the adjacent building through a masonry veneer. See Figure 1. a� A&B Page 1 of 6 ESR-5056 Page 2 of 6 Most Widely Accepted and Trusted 3.3 H1-GQS Queen Brick Deck Ledger Support Splice Bracket: The H1-GQS Queen Brick Deck Ledger Support Splice Brackets are used to attach adjoining deck ledger boards at splice joint locations-directly to rim boards in the adjacent building through a masonry veneer. See Figure 1. 3.4 H2-GCL/GCR Deck Corner Ledger Support Bracket with Gusset Plate (Left and Right): The H2- GCL/GCR Deck Corner Ledger Support Bracket with Gusset Plate is used to support the outside rim joist and facilitate attachment to the deck ledger board. The GCL and GCR brackets are identical except that the GCL bracket is configured for the left hand corner,,and the GCR bracket is configured for the right hand corner. See Figure 2. 3.5 Fastener Components: The coating thicknesses and materials of the fastening components comply with Section R507.2.3 of the 2021 and 2018 IRC. 3.5.1 For use with Galvanized Brackets: ASTM A153 Class C hot dipped galvanized ASTM A307 Grade A 5/8-11 hex head bolts, ASTM F2329 hot dipped galvanized ASTM F844 5/8 inch (15.9 mm) USS low carbon washers and ASTM A563 Grade A hot dipped galvanized heavy hex nuts are used to attach the galvanized brackets to the rim boards and ledgers. 3.5.2 For use with Stainless Steel Brackets: ASTM F593 316 stainless steel 5/8-11 hex head bolts, ASTM F594 316 stainless steel heavy hex nuts and ASME B18.21.1 USS 5/8 inch (15.9 mm) 316 stainless steel washers are used to attach the stainless brackets to the rim boards and ledgers. 4.0 DESIGN AND INSTALLATION 4.1 Design: Table 1 and 2 are based on Allowable Stress Design (ASD). The design of the interaction of the fasteners and the project-specific wood-framing must be performed by a registered design professional and is outside of the scope of this report. 4.2 Installation: 4.2.1 HI-GQ AND H1-GQS BRACKETS: The location of the H1-GQ and H1-GQS Brick Deck Ledger Support Brackets are laid out on the exterior wall for attachment to the rim board of the supporting structure, which is located on the interior side of the exterior-wall sheathing. The individual brackets are attached to the sheathing using temporary screws or nails to facilitate drilling holes for the installation of the bolts.The brackets are used. as a guide for drilling through the supporting structure (sheathing and rim board) with a 21/32 inch (16.66 mm)or 11/16 inch (17A mm)diameter drill bit. See Figure 3. The 5/5-11 hot dipped galvanized bolts are installed through the H1-GQ or H1-GQS bracket and ledger board from the inside of the building with a washer between the head of the bolt and the inside face of the rim board. A hex nut and washer are used to attach the ledger board to the face of the bracket. The nuts are hand tightened and then fully tightened with a wrench one additional turn. The bolt holes in the sheathing are then sealed with caulk. See Figures 4 through 8. After the brackets and ledger board have been installed, flashing is placed over the top of the brackets and ledger board in accordance with Section 1404.4 of the IBC and Section R703.4 of the IRC. See Figure 7. 4.2.2 H2-GCL AND H2-GCR CORNER BRACKETS: At corner locations, an H2-GCL or H2-GCR corner bracket may be used in combination with the H1-GQ or H1-GQS brackets by placing the corner bracket on the outside face of the ledger board before tightening the hex nuts. The corner brackets are attached to the rim boards using two 5/8-11 hot dipped galvanized bolts, two washers and a hex nut. The washers are placed between the bolt head and the inside face of the rim board and between the hex nut and the bracket;the nuts are hand tightened and then additionally tightened with a wrench one additional full turn. (See figures 9 and 10). The corner brackets (H2-GCL and H2-GCR) may also be used without a queen bracket to attach the deck ledger board to the rim boards.The brackets are used as a guide for drilling through the ledger and rim boards with a 21/32 inch (16.66 mm)or 11/16 inch (17.4 mm)diameter drill bit. Four 5/8-11 hot dipped galvanized bolts (two for the ledger board and two for the rim board)are installed through the ledger board and rim board with a washer between the head of the bolt and the face of board. Hex nuts and washers are used to attach the ledger board and rim board to the face of the bracket. The nuts are hand tightened and then additionally tightened with a wrench one additional full turn (See Figure 11). 5.0 CONDITIONS OF USE: The HDG Deck Bracket System components described in this,report comply with, or are a suitable alternative to what is specified in,those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The HDG Deck Bracket System components must be manufactured, identified, and installed in accordance with this report and the report holder's published installation instructions. A copy of the installation 'instructions must be available at the jobsite at all times during construction. In the event of a conflict between this report and the report holder's instructions, this report governs. ESR-5056 Page 3 of 6 ITUMMost Widely Accepted and Trusted 5.2 The deck and supporting structure must be designed and constructed to support the applicable loads in accordance with Chapter 16 of the IBC and Chapter 3 of the IRC as applicable. The design of the deck and supporting structure must be performed by a registered design professional where required by the codes and is outside of the scope of this report. 5.3 Fasteners used in contact with preservative-treated or fire-retardant-treated lumber must, as a minimum, comply with 2021 IBC Section 2304.10.6 (2018 IBC Section 2304.10.5) and IRC Section R317.3, as applicable. 5.4 A code-compliant water resistive barrier or a water-resistive barrier that is the subject of a current [CC-ES Evaluation Report must be placed between exterior sheathing and the components listed in this report. 5.5 Self-adhering flashing products must the subject of a current ICC-ES Evaluation Report or must be shown to comply with Section 1404.4 of the IBC and Section R703.4 of the IRC. 5.6 The HDG Deck Bracket System components, including fasteners, are supplied by HDG. 5.7 The HDG Deck Bracket System components are produced under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED , Data in accordance with the ICC-ES Acceptance Criteria for Joist Hangers and Similar Devices (AC13), dated October 2018 (editorially revised December 2020). 7.0IDENTIFICATION 7.1 Product labeling shall include the name of the report holder or listee, and the ICC-ES mark of conformity. The listing or evaluation report number(ICC-ES ESR-5056) may be used in lieu of the mark of conformity. 7.2 The report holder's contact information is the following: HDG 1230 SAMPLES INDUSTRIAL DRIVE, SUITE 200 . CUMMING, GEORGIA 30041 (770) 777-7007 www.hdgep.com TABLE 1—ALLOWABLE(ASD)BRACKET CAPACITIES Vertical Loads Bracket Uplift Downward Capacity Capacity H1-GQ' 1360lbs 1420lbs H1-GQS' 2110lbs 20501bs H2 940lbs 9001bs GCUGCRz For SI: 1 lb=4.45 N 'For loads on the deck ledger board.See Figure 8. 2For loads on the deck rim board.See Figure 9. 1 ESR-5056 Page 4 of 6 Most Widely Accepted and Trussed TABLE 2—HDG's RECOMMENDED H1-GQ BRACKET SPACING AND JOIST SPAN TABLE(ASD) Combined Loads H1-GQ Queen D+L l Joist Span(feet)2 Bracket Spacing ( ) (feet)' 50 psf 0-10 5 50 psf 10-14 4 50 psf 14-18 3 60 psf 0-9 5 60 psf 9-11 4 60 psf 11-15 3 70 psf 0-8 5 70 psf 8-10 4 70 psf 10-13 3 For SI: 1 foot=30.5 cm; 1 psf=47.88 Pa Other loads(such as snow, rain or wind)must also be considered in the design, as applicable. 2 The design capacity of the joists is outside of the scope of this report. ' Project specfic spacing may be calculated by design engineer using the project specific loads and the allowable bracket capacities in Table 1. C 9 33 spa.(H Qnaan Deck leC m Guoen Shen Dock 6uppwl KCMe1 A' ''•:� / te0per 9iipiwq. BIIICkQI FIGURE 1—H1-GQ Bracket(Left) and HI-GQS Bracket(Right) O I.Y S4Y ` 14 Detck Co er '7ilk /` - tH2.GCHl y'40 .� + OBckC0lnui 9raeka(UH) pt - ---• ara tw.w1Gua5cl �J Puto ltcal � PtWa4wpM)' .. FIGURE 2—H2-GCL BRACKET(LEFT)AND H2-GCR BRACKET(RIGHT) ESR-5056 Page 5 of 6 rrmMost Widely Accepted and Trusted J j FIGURE 3—DRILL BOLT HOLES FIGURE 4—LEDGER BOARD FIGURE 5—CORNER USING BRACKET AS GUIDE ATTACHMENT BRACKET ATTACHMENT 'WATER-RESISTIVE BARRIER NOT SHOWN FOR CLARITY 'WATER-RESISTIVE BARRIER NOT SHOWN FOR CLARITY -WATERRESISTNE BARRIER NOT SHOWN FOR CLARITY i F aming--> ... �—BRICK FLASHING_._ .. I is I;et—Iw ck and 'p over ledger and calends Caulk�' p"U.d of ledger. I t.�'--Deck Ledger fff _ j Board j" FLDOR JOIST ,.�Comer Bracket 1"Air Gap Per t Code Queen Bracket 1 _. FIGURE 6—CAULK BOLT FIGURE 7—OVERALL INSTALLATION AND HOLES FLASHING DETAIL -WATER-RESISTIVE BARRIER NOT SHOWN FOR CLARITY 'WATER.RESISTIVE BARRIER NOT SHOWN FOR CLARITY ' Hl-Gq � STRUCTURE : WALL ..DECK BRICK f 1 DECK LEDGER `ti\ ( 4 ® I LEDGER i . � FLASHING _ fb • ,`. HzGCR .s` r RIM 'I BOARD � FIGURE 8—TYPICAL STANDALONE FIGURE 9—TYPICAL QUEEN BRACKET QUEEN BRACKET (HI-GQ) (H1-GQ)AND CORNER BRACKET(1-12- ry INSTALLATION GCR OR H2-GCL) INSTALLATION { RIMBOARD BOARD S l d 1 DELI(".' $ H2.GCfl 4 LEDGER DECK '3 Ha-GCR LEDGER ` a STRUCTURE STRUCTURE WALL- WALL SIDING FIGURE 10-TYPICAL QUEEN FIGURE 11-TYPICAL SIDING CORNER BRACKET (H1-GQ)AND CORNER BRACKET (H2-GCR OR H2-GCL) BRACKET (H2-GCR OR H2-GCL) INSTALLATION INSTALLATION h ESEVALUATION ICC-ES Evaluation Report ESR-5056 CA Supplement Reissued November 2024 This report is subject to renewal November 2025. wwwAcc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:05 00 00—METALS Section: 05 50 00—Metal Fabrications REPORT HOLDER: HDG EVALUATION SUBJECT: HDG DECK BRACKET SYSTEM -H1-GQ QUEEN BRICK DECK LEDGER SUPPORT BRACKET -H1-GQS QUEEN SPLICE BRACKET -H2-GCL/GCR DECK CORNER LEDGER SUPPORT BRACKET WITH GUSSET PLATE(LEFT AND RIGHT) 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that HDG Deck Bracket System,described in ICC-ES evaluation report ESR-5056, has also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2022 California Building Code(CBC) For evaluation of applicable Chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD)AKA:California Department of Health Care Access and Information(HCAI)and the Division of State Architect(DSA), see Sections 2.1.1 and 2.1.2 below. ■ 2022 California Residential Code(CRC) 2.0 CONCLUSIONS 2.1 CBC: The HDG Deck Bracket System,described in Sections 2.0 through 7.0 of the evaluation report ESR-5056, complies with CBC Chapter 23,provided the design and installation are in accordance with the 2021 International Building Code®(IBC)provisions noted in the evaluation report and the additional requirements of CBC Chapter 16, as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement. 2.1.2 DSA: The applicable DSA Sections and Chapters of the CBC are beyond the scope of this supplement. 2.2 CRC: The HDG Deck Bracket System,described in Sections 2.0 through 7.0 of the evaluation report ESR-5056,complies with CRC Chapter 3, provided.the design and installation are in accordance with the 2021 International Residential Code® (IRC) provisions noted in the evaluation report. This supplement expires concurrently with the evaluation report, reissued November 2024. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed d__ as an endorsement ofthe subject ofthe report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as i to any finding at-other matter in this report,or as to any product covered by the report. Copyright©2024 ICC Evaluation Service,LLC. All rights reserved. Page 6 of 6 ?IELD INSPECTION REPORT DATE COMMENTS FOUNDATION 1ST —— - --- �� FOUNDATION (2ND) G 0''. SViV .►'1.2P.e� �J r Or2 lln.l z o Tom1( C'anT/Ga• i � .� it vlrm�a.-, & plg�voo, ROUGH FRAMING& Y (D PLUMBING ti vJXtWl 1 r r� INSULATION PER N.Y. STATE ENERGY CODE 0A Fb rJl�� 0 1 v1 1 FINAL ���i��►�"'�• So ADDITIONAL COMMENTS -R) g • 18 • �� Pa.�ac. `/) )o ,roc 10 8 4/ o 1�4 z let + l0�1�'1 �► -- \b v � �o �x o � =o.ASUFFocK40. TOWN OF SOUTHOLD -BUILDING DEPARTMENT I y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.jzo_v Date Received APPLICATION FOR BUILDING PERMIT For office Use Only } y ER Ll MAY 1 r PERMIT N0. Building Inspector: �2024 .Applications and forms must be filled out in their-,entirety.Incomplete. ��TQ,a r V applications will not be acceptetl Where'the Applicant is notahe owner,an' lL `r, Owner's Authorization form(Page 2)shall be completed. 1�` ` ` �' ` ek'�, Date: OWNER(S)'OF PROPERTYc Name: ppnv` j five+ /�d' SCTM#1000- Project Address: �' � P)P � �// Phone#: �j ' I�-T Email: Ca yv�)1 Mailing Address: -CQ Gt')nore., /VDf-ko1(�/1, 1 (� �-3 2 CONTACT PERSON: Name: o)P E A P Mailing Address: 1141 0 Ub 6,Oo �; 'CW 10-3 Phone#: Email:J,yue 06 i'VW hiklt ' DESIGN PROFESSIONAL 141E_0RMATION: Name: �Tu� Af - C Mailing Address: I (0 U'U—n CY Phone#: (V75 19S I Email: YV1CvJ, '(1Ce.11 fr4�t�1-t-Ui C�1 CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION:"OF PROPOSED,CONSTRUCTION-; New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ` Yes ❑No Will excess fill be removed from premises? ❑Yes XO 1 PROPERTY INFORMATION Existing use of property: vqk< Wf, Intended use of property: Zone or use district in which premises is situated: Are there any.covenants and restrictions with respect to this property? 6es ONO, IF YES, PROVIDE A COPY. od'Check,'Box After.Reading: ,The owner/contractor%design professlonal 1s responsible for all;d ainage antl storn%water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to.the Building Department for the Issuance'of a Bullding.Permit Pursuant to the.Bullding Zone'' Ordinance of the Town:of Southold,Suffolk;county;Newyork and other appllcabfe Laws,Ordinances or Regulation's,for the constructlon'of'buildings ,additions,alterations or for removal or demolliion 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.'prefnlses'and in buildings)for necessary Inspections.False statements made Herein-are Punishable as-a Class A"nilsdeineanor Pursuant to Sedion 216.45 of the New York State Penal Law. Application Submitted By(print name): J�f`�1,(, � ❑Authorized Agent I®Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OFF (� �• being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the �� r e✓ (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 1'3 day of Dnt � 20��(_ Notary Public KATHLEEN DOLAN PROPERTY OWNER AUTHORIZATION Notary Public-State of New York NO.01D05051913 (Where the applicant is not the owner) Qualified in Nassau county My commission Expires Nov 13,2025 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 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID'1-4738-04767 PERMIT Under the Environmental Conservation Law(Cl CL Permittee and Facility Information Permit Issued To: Facility: DANIELLA RAVN RAVN PROPERTY 1171 OLD COUNTRY RD 625 WELLS RD1 1000-75-6-3:3 STE 6 PECONIC,NY 11958 PLAINVIEW,NY 11803 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM E: 714.341 NYTM-N: 4546.554 Latitude: 41°02'31.3" Longitude: 72°26'59.6" Project Location: 625 Wells Rd,Peconic,NY Watercourse:Richmond Creek Authorized Activity: Construct a single family dwelling with associated garage;porches, gravel driveway,drywells,and sanitary system.Place fill.in association with the construction of the dwelling and installation of the sanitary system. Construct cabana,pool, and grass/patio area. Construct vegetable garden.Maintain 50.'nondisturbance buffer&75'non-turf buffer.All authorized activities shall be done in strict conformance with the attached plans stamped "NYSDEC Approved" on.3/23/2021. (TSK) Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04767/00001 New Permit $ffwtive Date; 3/23/2021, Expiration Date:3/22/2026 NYSDEC Approval_ By acceptance of this permit,the permittee agrees that the.permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SHERRI L AICHER,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony ro c,NY 11790=3409 Authorized Signatures a Date 1/ 13/ ab � Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL(CONSERVATION Facility DEC ID 1-4738-04767 Distribution List Bureau of Marine Habitat Protection THOMAS S KOHLMANN Permit Components NATURAL RESOURCE PERMIT CONDITIONS. GENERAL CONDITIONS,APPLY TO:ALL;AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE"PERMIT CONDITIONS Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Daniella Cunha Ravn,last revised 12/14/2020,with sanitary system details on plans prepared by Danielle Cunha Ravn, last revised 3/11/2021. a 2. Notice of Commencement At least 48 hours prior to commencement of the project,the.permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. .Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the:project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record,along with the number assigned to this permit,shall be submitted within 90 days of the effective date of this permit to.. Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @.Stony BrookJ50 Circle Rd Stony,Brook,NY11790-3409 Attn: Compliance Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04767 5. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill.has been permitted. Placement of fill shall not be used to alter the department's Tidal.Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 6. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the.adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 7. Concrete Leachate During construction,no wet.or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from.ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or.waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 8. Materials Disposed at Upland Site Any demolition debris,excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter.any water body,wetland or wetland adjacent area.. 9. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 10. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 11. Clean Fill Only All fill shall consist of clean sand,gravel,or soil(not asphalt, slag,flyash,broken concrete or demolition debris). 12. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first, 13. Install,Maintain Erosion Controls Necessary erosion control.measures, i.e., straw bales,silt fencing,.etc.,are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 14..No Drywells in or near Wetland Dry wells for pool.filter backwash shall be located a minimum of 75 linear feet landward of the tidal wetland boundary. 15. No Pool Discharges to Wetland There shall be no draining of swimming.pool water directly or indirectly into wetlands or protected buffer areas. 16. Driveway/Parking Area of Pervious Material Driveway and parking areas.shall be constructed. of NYSDEC-approved pervious materials. 17. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. Page 3 of 6 NEW YORK STATE DEPARTMENT OF:ENVIRONMENTAL CONSERVATION Facility DEC ID_1-4738-04767 18. Contain Exposed,Stockpiled Soils .All disturb ed.areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked,haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward:side between the:fill and the wetland or protected buffer area. Tarps,are authorized to supplement these approved methods. 19. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 20. State May Order Removal or Alteration of Work If future operations by the State of New York require an.alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure,fill, excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the`State,and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the.watercourse. No claim shall be made.against the State of New York on account of any such removal or:alteration. 21. State May Require Site Restoration If upon the expiration or,revocation of this permit,the project.hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and.in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site.to its former condition. No claim shall be made against.the State of New York on account of any such removal or alteration. 22. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids,sediments,fuels,.solvents, lubricants,epoxy coatings,paints,concrete, leachate or any other environmentally deleterious materials associated with the project 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations:undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04767 GENERAL CONDITIONS- Apply to ALL Authorized Permits; 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject t0 inspection at reasonable hours and.intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether,the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71=.0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request.by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,"issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the.Department or any of the terms,conditions or requirements. contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to Regional Permit Administrator NYSDEC Region.l Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations:Tidal.Wetlands. 5. Permit Modifications,Suspension's and Revocations by the Department The Department reserves,the right to exercise all available authority to modify,suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04767 e. noncompliance with previously issued permit conditions;orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item.A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies,expressly agrees to indemnify.and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees, and agents("DEC")for all claims;suits,actions,and damages,to the extent attributable to the permittee's acts or omissions.in connection with the permittee's undertaking.of activities in connection with,or operation;and maintenance of,the facility or facilities authorized by the permit.whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts.or omissions,or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees;agents and assigns of their responsibility,to comply with this permit, including all special conditions while acting as the, permittee's agent with respect to,the permitted activities,and such persons shall be subject to the same. sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,,lands, easements.and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 E � ® BUILDING DEPARTMENT-Electrical Inspector y6 TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 c�,170 V� ��_®�! Telephone (631) 765-1802 Temporary Certificate # Date 3-17 2025• Customer Name Electrician Name Address Phone e-mail e-mail ' kn� ma Phone License# W 2 5 Size_QUA Phase�_Overhead Underground #of Meters Remarks ) We� #of Underground Laterals 1 2 New �( "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by C<* ) FQ Scott A. Russell s°SUF �a IF O�][�I��l WA'7C']E][� SUPERVISOR � z IM[ANAG]EMIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: j " Date: (Print) 0.�5 / 12 ISignaw II Contact Information: 1�11ecc�(�t�I�Ce�" �G� f C'-�JYYYI (E-Mail 8 Telephone Number) Property Address / Location of Construction Site: S.C.T.M. #: 1000 District Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! ),e- '� Project does Not Discharge to Waters of the State. No:S.P.D.E.S. Permit is Required ! ji - Area of Disturbance is Greater than I Aare&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Building_Permit. - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering.Department Prior to Issuance of a Building Permit. Reviewed By: Date: 5— b P(nR M a CMr P-Tf1C(L-tnhPr 7()I q DECLARATION AND COMANT SOUTHOLD TOWN PLANNING BOARD THIS DECLARATION made th&day o€a 2008 by John G. Scott, III, residing at 1275 Lands End Road, Orient NY 11957, hereinafter referred to as the Declarant, states as follows: WHEREAS, Declarant is the owner of certain real property situate at Peconic, in the Town of Southold, Suffolk County, New York, more particularly bounded and described as set forth in Schedule "A" annexed hereto as provided by the Declarant; and WHEREAS, for and in consideration of the granting of subdivision application entitled, 4Standard Subdivision of John Scott" prepared by Young and Young. Licensed Land Surveyors, and as a condition of granting said approval, the Town of Southold Planning Board has required that the within Declaration be recorded in the Suffolk County Clerks Office; and WHEREAS, Declarant has considered the foregoing and determined that same will be in the best interest of the Declarant and subsequent owners of said parcel; NOW, TMREFORE, THIS DECLARANT WITNESSETH: That Declarant, for the purpose of carrying out the intentions above expressed does hereby make known, admit, publish, covenant and agree that the said premises herein described shall hereafter be subject to the,following covenants which shall run with the land and shall be binding upon all purchasers and holders of said premises, their heirs, executors, legal representatives, distributees, successors and assigns, to wit: (I)Pursuant to Chapter 236 stormwater, Grading and Drainage Control Law of the Southold Town Code all storm water 'runoff resulting from the development of any or all of the lots on the subdivision map shall be retained cn site and shall be the responsibility of each property owner; (2) Prior to any construction activity on any of the lots on the approved subdivision map, the project will require a General Permit for the storm water runoff from construction activity (GP- 02-01) administered by the New York State Department of Environmental Conservation under a Phase 11 State Pollution Discharge Elimination System; 13) No Storm water runoff resulting from the development and improvement of the lots shown on tie approved map shall be discharged into the wetlands or Ri.:hmond Creek in any manner; 14) Prior to issuance of a Certificate of Occupancy Declarant shall install gutters, leaders and subsurface dry wells to retain surface runof f; 15) Declarant shall use native plants and disease-resistant and drought tolerant plants and landscaping. (6) Declarant shall not apply and use synthetic pesticides and fertilizers capable of entering surface and potable water supply. (7) Declarant shall use pervious driveways to serve each lot, (a) The Declarant covenants that a 50 foot Non Disturbance/non-Eertilization vegetation buffer area is depicted on Lots 1, 2 and 3. It is hereby understood that the 50 foot Non Disturbance/non-fertilization vegetation buffer area is intended to preserve the -existing trees and natural growth, vegetation within this area shall remain in its natural state in perpetuity. Permitted activities within the buffer are limited to the removal of dead, diseased trees that are hazardous to life or property. Notwithstanding the above, the Non Disturbance/non-fertilization Vegetation-buffer area may be supplemented with additional native vegetation subject to review and approval of the Southold Town Planning Board and Southold Town Trustees pursuant to Town Code 275-3. (9) There shall be no disturbance of any kind U.e. mowing, clearing, grading) within the 50 foDt Non Disturbance/non- fertilization vegetation buffer area, except as provided herein. This includes, but is not limited to, the prohibition of structures or clearing of any kind, except to. astablish a 4 foot wide unimproved, natural access path lo-,-ated within; the .1 foot pedestrian access easement on Lot .3. Pursuant to Chapter 275 Wetlands and Shorelines; the accesa path must be reviewed by the Southold Town Trustees and other jurisdictional agencies. No grading or changes to the natural contours of the land shall be permitted within this area. (101 Landward of the 50 foot buf: er, shown on the filed map, the Declarant is permitted to undertake seasonal mowing (farm cut) to control seasonal growth of such no:Uous plants as briers and poison ivy. As stated in Clause 9 above, this 50 foot buffer is to remain in an "undisturbed buffer", therefore mowing, clearing or grading is not a permitted activity. (11) The Declarant covenants to retain all marked existing trees on-site to comply with Section '161-•44. Street trees of the Southold Town Code, as indicated by the attached aerial, dated October 29, 2008 and agreed upon by the Declarant and the Southold Town Planning Board. The attached aerial, dated October 29, 2008 (Schedule B) indicates the location of both individual trees and clusters of trees both on the property and along the perimeter of the property on State Route 2S and Wells Road. The trees consist of the following species: Birch, Cherry, Norway Maple, Red Cedar and Red Maple. Clearing of the trees or any action made to cause the death of the mapped trees is .prohibited. The Declarant further covenants that once the existing trees naturally expire, they shall be replaced with the same or similar species to comply with the Southold Town Code Section 161.44. (12) Prior to issuance of a certificate of occupancy, the respective owners of lot 2 and 3 shall plant their respective portion of a "Planted Cluster", as shown on the filed map, which is intended to mitigate the visual impacts of the new home along Wells Road. There shall be a 60 foot wide landscaped buffer planted with native vegetation located on lot 1 adjacent to New York State route 25. The buffer shall run north to south along the western property line of Lot 1 for a distance of iSQ feet in. length. (13) Declarant grants the continuing right in perpetuity to the Town of Southold, any of its designated representatives or any owner of property within the subdivision to enforce the conditions and restrictions of the covenants and to take any legal action it deems necessary to enforce the conditions and restrictions of the covenants. These rights of inspection and enforcement shall be binding upon declarant their heirs, executors, legal representatives, distributees, successors, assigns and transferees. (14) Pursuant to chapter 240-49 of the Southold Town Code, clearing of each lot shall be restricted to 35% of the total land area. (15) There shall be no further subdivision of any lots in perpetuity. (16)There shall be no changes tc the lot lines without Planning Board approval. (17)Future residents of the lots are advised that the lots are subject to the noise, dust and odors normally associated with agricultural activities pursuant to Article XXII, Farmland Bill of Rights of the Southold Town Code. (18) These covenants and restrictions shall run with the land and shall be binding upon the Declarant, his successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended by the owner of the property only with the written consent of the Town of Southold granted by a majority plus one vote of the Planning board, after a public hearing. (18) If any section, subsection. paragraph, clause, phrase or provision of these covenants and :restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or'held to be unconstitutional, the same shall not affect the validity of these covenants as a whole or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitut:onal. (19) The aforementioned restrictive covenants are intended for the benefit of and shall be enforceable by the Town of - Southold, State of New York, by injunctive relief or by any other remedy in equity or law. The failure of said agencies of the Town of Southold to enforce same shall not be deemed to affect the validity of this covenant 'nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. (20) The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated made a part hereof', as though fully set forth herein. That the within Declaration shall run with the land and shall be binding upon the Declarant and his successors and assigns and upon all persons or entities claiming under them, and may not be annulled, waived, chanced, modified, terminated, revoked or amended by subsequent cwners of the property unless and until approved by a majority plus one vote of the Planning Hoard of the town of Southold or its successors, after a public hearing. IN WITNESS WHEREOF, the Declarant has hereunto set its hand and seal the day and year above written. hn G. Scott, II-r— May 18 12 09:14a BROWN HARRIS STEVENS 6314772416 p.4 DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made by JOHN G. SCOTT, III this day of August, 2007, residing at 1275 Lands End Road, Orient, New York 11957 hereinafter referred to as the DECLARANT, as the owner of premises described in Schedule "A" annexed hereto(hereinafter referred to as the PREMISES)desires to restrictthe use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions; 1. DECLARANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT) for a permit to construct, approval of plans or approval of a subdivision or development on the premises. 2. As a condition for approval of the DEPARTMENT of such subdivision or development application, the DECLARANT agrees that fill be placed on said PREMISES and said fill shall be sufficient to provide adequate grade to allow the installation of a subsurface sewage disposal system in accordance with the approved plans on filewith the DEPARTMENT and construction standards or guidelines ("STANDARDS") of the DEPARTMENT in effect at the time of construction applications. Said sewage disposal system shall be designed to maintain a minimum distance between the bottom of the leaching area and the maximum expected groundwater elevations in accordance with STANDARDS. Additionally, alternative sewage disposal systems as defined in the STANDARDS, shall not be permitted, unless specifically waived by the DEPARTMENT. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or lessees of the above described property and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances and/or regulations in effect at the time of execution of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. May 18 12 09:14a BROWN HARRIS STEVENS 6314772416 p.5 This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully,set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of said agencies or the County of Suffolk to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof otherthan the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 9. Local Law#32-1980-The DECLARANT represents and warrants that he has not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of securing favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law#32-1980. il! OHN G. SCOTT III I I � � I I I I I �, I I I - i I . I I . I . I I . I I I � . I . I I . I I � I . . . � � . I . � I . I � I � �. � I I � � I � I . I . i I . 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I I I I MAP DATE. REVISM SEPTEMBER 25, 2009 L I I- I . . . . � � . I I L (ASPH.) ! ) - . I L I I iL I I L j 8.38 8.21 8.25 L � L . I . . 8.38 L . L I � I I I . L �. I I I I I I . I I . I I I I I i I I . I . I �I I , I - - I z , 7.71 . I I I I . L . I I L LL . I I I . I � I . r 'i -'--- " . I . I � � I I I L I I , I I . I it ..I I . . I . . . I I I I L I I " L SURVEY OF I I ' . . L I _ _ _ _ _ - WE-7Lt-_-.S- - - - - - i . - -"30AE) �_ , �_) L ' CER TIFIED TO: I I I &- - - - - - - - - - - --- . L I 1. I I I ­ I �1111111,,I, .., I I :- 7.58 - - --743- - - - - - - ­343- - - . 7.66 I T81 I L I I I I I L" I- 11 I I L I L I ­­ .1111 L­1:1 ,�,W.­�. ,� ­­ - . ­ . I � I I - r ,� .L L I., . 44 1 L I . � I I I L I I I ­ � I I . �;I I/ . L . � f - L . If I STEPHEN E. RAVN & DANIELLA C. RAVN 14� I LOT J I 11 I � - � I � I I L � I . I I I I 1 . . . � I I . f L I C I " I MAP OF PROPERTY OF . . i I . � L I . . I . I LINCOLN LAND SERVICES, LLC TN # 22693LLS - . E. L I � I � I L I .1 L . . I I I I . I . I I . I I I I I I A.��' J-P L I I F� : . I I I I L I . L I I ,,� I I I . L i . L I - L I I . L I I CHICAGO TITLE INSURANCE COMPANY �, � 11 I Z_ 7- 'VOHN SC07T I . I I Q I � . 11 I I I � L I .) -n , * L (1�0 ` , . I I �.,N, '.."".1� . I . I I I I i . I - I 17m , ; I ) I . L I I I I . L I I I 11 L I . L I I -&'I !­. .."'I'L I I - I I '. �`!,,,z I . p, . "'.I I I � I . I ; � L � : I I . L I I L I L I I I ;"�'� .I fr j I I SITUATE AT " � t, I L I � L I . . .";. L I i I I I L I I I I ,, . . I I I f- . _­ �1'­, i I . L I � I I I I L L I I - 11! "_,I 11 I L L I I I . (--) ,­ L I � I � I I I I I I I L I I I I I .L . I L I I I I -.�',.-,� I I � - . . L I PECONIC I . I I I . I . i L L I. I I . L' I i I ,�,..�, � I I � � L I L L . I I I - I .I ,,, TOWN OF SOUTHOLD L I . I I I I I � I I I I I I I I I I I . L . . - <gsf)& 1* I L I .1 I I L I I I � lo . I I I I . L I I I � 4. L .1 I I L' . I . " , . , NEW YORK I . . L - I I L .� ,� L I \,, , ... . . I I-I . I .� . d\ SUFFOLK COUNTY . L I I I " . I L L L L I L I I . L I I � EASEMENTS ANDIOR SUBSURFACE STRUCTURES ORDED U,4 . I . I I I I L I I I I . L I I 1 . , . � . . i ' & PREMISES AT I . L I . � . . . L �, ; L . I . I I . . I . . . ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE . I I I � - L 11 � . . I I . I � . . �L I L I I I I I L L L . I I I I THE TIME Of� T14E SURVEY. SCALE 1-=30' - JULY 4, 2012 L I L I I 1. . I I I I - L I � - GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7-1-IE PERSON(S) FOR . I IL .[ L . . I 11 L I I L � I I 1� I I . . L i L I � . L I � I I..r, _,�_ I 1, I I i - , ,7, L .v, I . . I I I . WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COM 'r 1,7 �­-_ : , ;- ,,_'f _�_,L , I I L L . F���,, 1',_'<_� '_� I I L I L L I I . L ,,, --, -- '-� L I i �-47, I I . L I . I I � . t�F�'7�: 7,"�" I I L L FANY GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, le -,17��­­,,' I I . . I I . t AMERICAN ENGINEERING , . - . . . . . I . � I L i �­,�­'.,j� . I . I � � L . I . I I . , ,w",�­­ I � � I ­ L .�, , _V,�.�T,, - . 1 1 1 1 � . I . I . I 1. ! AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES ARE I , .� L I I , I 16:tl) '1� I I I k, , h��11_ . I I ,, . L I . � 11�1 1,I-...... ,�� , I I I L . . I I I I . i NOT TP,4NSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. " :. ,. I I Z ....I 1, ,-" _, L I L . r,g, .4 ILI I � I L I �, I- I I,11% i Z L I IL I . L I I L I I I I I L I I I L j THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM ME STRUCTURE.5 TO �, 'X,Ae,�� -LAND SURVEYING P.C. I . _;11 ,,, - , , - � I L �L���_..;",.­,,- � L L . I L - T � . I I I ��111''1'1�t, � , � ,­!, I� . I I L . ; 11 I L I I . I L. I THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- ,I,�� :�L, ��_ ..� L L i , : I I L I I "I,:�, ,,,�,�4! ­ �� I L I � I . L ,. I I - . FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING � :::::,,, I I 1 71 old country road-ste.6 . I . I I i: I I I � " I I I L . .I L i I I ;o I L I I I I I . I . . I L I . WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND I I plainview,ny 11803 1 1 . I I I I I . I I I I F . L � __ I I ANY OTHER CONSTRUCTION. L I L L . I I I L tel:516.454.7500 - I L I L I� I I . I I I I L . I I L I L � L I L � . I I . I I I . I I . L I hfAP NO. 1 1699 L JOB NO. 11631 1 � L fax:5 16.822.2743 1 . I I I I I I , I I I . . I I � I I L . I I I I L I I 11 I I L L I I L L I FILED APRIL 27, 2009 REWSIONS: 8/4/12 ADD CERT'S www.aelandsurveying.com I I L I L . I . I I L I L L I I I I I I I I I . . L � I I . I ;I, I L I . I . I � 1 I I L I . L 3 . I . L L : I L I . - , . I I � I I I ,�, 11 ! L . I r L L I L I � I I I I L I i I I . I I I I L L I I L I I . I I I I jL I . I L I . I � I . L I �� I . L ­ I I . I I I L . . . I L I I S.C.T M. DIST. 1 000 SEC. 075 BLK. 06 LOT 3.3 1 ' ST&HEN E. RAVN, RE4 L.S. (L.S. NO. 49664) L I I L L I . . � I I I . L ,( . L I i I I, L 'IL I I I I L . . L� I I I I r I . I I L . I I L L I I . I L � '*� , N%,� - I - __\ �� , " @ _�=__Z350" .- �__�� J I� I I I I .i . . I I 1. I . I . I. I I - - I I . . I L I I . 11 I L : . . I I � � L I I I I I . I . . . . I � . . . I �, I � I . L . . I I I I i I L . . L . I � I I I I L - I I L I I . L L ,� I I I I I I L . L I I L [� I I I I � L I I . . 11 i I I � I I I . L L I I I ­ I . I I I L I . I L I I I Ir .. I I I I I L r 1, I L L i . I. I I I I I r L . I . . L I L . I I i I L I I I I�.. L . I I L I I I . I . I - I I I L . I . I I j ., I I L ! � . I L L . L L I I I I I I : I II-,------ -L ___- ,-­- --------- --"- --- __­­_.___­_ --- - .___ - ­ ------'L-­­­ - - I ­_- -__ _ L - - __­_____: - .I-------- -­­ -___I ' -- I __- - . -------" ­­­ "---- I- - ­1 . ­.-L''; .----- ---- -- - '-'-L--L----I- L--'---^-'' -- - - _7 __- � I - : I- I I I I I I , i : I I I 11 �___ ­- I - 1­ 11 L I - 11 . - I . - Z_ J LOCKING CAS77NG TO GRADE FIN. GRADE 4'MAY Ulm. LOCATE DROP '7' UNDER ACCESS DWELLING OPENING FOR MAINTANANCE INLET RILL FLOW 0 6" SDR35 OU7LE`r RORE POOL F.F.EL 12.0 -C-4 cc" PROP. GRADE 111-10.50 -DIA. 770:ff�l ---------------- MIN. 4. i"o 1*/rr MIN. JONM REEL 8.50 =Z21 -" - H .1 , 4" SDR35 SLOPE 114/FT n =Tel IU PROP. GRAD CRAWL=S`PAUE CLAS'S'2400 PIPE 4' SDR35 LEACHING -,q LEACHING EL 8.0 L OR EQUAL co: C;1 ELTO W-4.80 PUMP 7W I Lol G41M PITCH 118'1�7. rlW.��8 -L!AL --i - 5.86 -:L'- - co 4" SDR35 @ 8.5 jjZ C:� 1/4'/ FT. MIN. PROVIDE COARSE SAND ME— 2-21/3--- GROUND WATER EL 1.4 GRAvEL-BACK mi mmmx�-F SCHEMATIC SEPTIC SYSTEM PROFILE SCALE:Vi--19 t TYPICAL CYLINDRICAL 2000 GAL. SEPTIC TANK N.T.S. PELKOWSXY PRECAST 1'-9.1 10'DIA-PIPE KNOCKOUT 294A Old Northport Rd,I(Imp Park,New York f 1. A NUUM OF V INCHES APPROVED REINFORCED PRECAST CONCRETE 11754 1 NOTES: BOTTOM AND 4'WALLS Tel.631.2695727 2. AN 10 FEET WAM BY 5FT HIGH APPROVED REINFORCED PRECAST CONDZETE SOLID RM SPEORCATIONS: 1. CONCRETE 4,000 PSI @ 28 DAYS 2. REBAR TO BE ASTIVI A-615 GRADE 60 3. AN APPROVED C THICK SLAB TOP IN ILAWN AREAS 17�q 117�q < CONCRETE 4,000 psi 0 28 days 3. WELDED WIRE FABRIC ASTM A-185 4. DROP T MUST BE PINNED OR OTHERWISE 1`11INLY ATTACHED. WELDED WIRE FABRIC ASTM A-82 AND A-185 -20 LOADING 5. UQUID DEPTH LILIST BE 4 FEET. 17�9 117�9 :7 4. DESIGNED FOR AASHTO HS REBAR ASTM A-615 GRADE 60 5. TOP SLAB AND WALL ARE MONOLITHIC 4 7�oq =q < 6. FULL FLOW WE REQUIRED. ® Em 1® 6. THE SIDEWALL AREA SHALL BE EQUAL TO THE INTERNAL LEACHING WALL HEIGHT OF THE PRECAST LEACHING GALLEYS. 17�71 V!!!N '17- N Y S D E C MCDONALD GEOSCIENCE APPROVED AS PER TERMS FOR OFFICIAL USE @2010 LONG ISLAND PRECAST, INC. AND CONDITIONS OF END VIEW END WALL BROOKHAVEN, NY, 631-286-0240 TEST HOLE DATA DATE: 08/17/2020 PERMIT JqO z. TOP VIEW EL 10*DIA.PIPE KNOCKOUT 2'- . 8.0 BROWN SANDY (EACtl SIDE) L 0.5' DATE 1 23 20,-0 0:4 LOAM (OI LEACHING GALLEY DATA SCDHS WIEWALL WALL 25m vmoq ®® INTERNAL EXTERNAL AREA(SEPARATED INTERNAL VOLUME APPROX.DRAIN OPENINGS WEIGHT PALE'BROWN WALL HGT WALL HGT. CONFIGURATION)(SF) CF ANGLE , (Lb.)GAL TOTAL SIZE SILTY (NIL) -0. 1'-6 1/2- 26.50 32 240 16 3/4-X 6" 14 DEG. 4,150 02 DEC sumasstoN 03-11-21 1'-6' 2'-1/2" 39.75 48 360 .36 3 4 X 6' 14 DEG. 4,730 - 5,S25 REV. SCDHS COMMENTS ON 2'-Y' 2'-6 1/2' 53.00 64 480 56 314 X 6--i4 DEr. 01 10-27-20 10-21-20 ff2-06� 3'-1 2- 66.25 17=9 17�q V2!N P��q V"V2�q 80 600 76 14 DEG. 5.905 N-0" S-6 96 k2O 96 14 DEG. 6.WK-1 V-q V"qnp m - 00 INITIAL SUBMISSION 09-14-20 14 DEG. 7.065 3'-6- 4'-1 2' 9175 2 116 PALE'BROWN V�q 1/2'1 79.50 4 1/2'1 106.00 3/4-X 14 DEG. FIRE SAND (SP) OWNER: PECONIC RESIDENCE 10 STODHEN&DANIELLA RAW n? SITUATED AT TYP LEACHING HOLE,TYP. 625 WELLS ROAD PECONIC, NY 11958 SIDE VIEW GROUND WATER - - 6.6' TOWN OF SOUTHOLD SUFFOLK COUNTY W. ELEV. 1.4 JNEW�HABITAT-A RCH1�11F07MR&, SCTM: DISTRICT f ICT 1000, SECTION 75, BLOCK 6, LOT 3.3. LEACHING GALLEY DETAILS BR WATER IN PALE OWN FINE SEPTIC PROFILE& DETAILS TO MEDIUM N.T.S SAND (SP) 4flew Habitat Architecture& 17.0' Design, p.c. 1171 Old Country Road suite 6 Plainview,NY 11803 SP-3 let:631.393-2871 tax:516-822-2743 newhabltatarch@gmail.com DANIELLA CUNHA RAW, R.A.,SCALVAS NOTED T;AlE:08/20/20 SHEET: 3 OF 3 I I i - �I � I . . .. I I-.---I-------- ____---- ---------- -- ,----- -.---- ________,___ ____ _________ - - - __ __ - _____ __ ______----------------------- __ - __ ___ - - - _______ ___ ______________ ___ --- I I . . I I . I I . I I . I I , I I . I . I I I I . I f7 I ) . . f � I � - I I I I I . I � .- � i � � . I � . I I - - . . I 11 � .. : I I I I � -, I I .. � . _. 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PROPM LOCA7ED PARTIALLY IN ZONE JAE (EL 6.0) AND I ELEV. 1.4 1 ; . . � : - � UU * 1. ' MAP � - - �3 . - .� 111� � I Z iz I I.. FIR : D SETBACK LINE I _�E I ME 875 I :1� ZONE X AS SHM PM RM � WATER IN PALE � ,., I I - . I G'. : I - � . . .. f I- I I . I I . I I I I ." I I � I/� . 60' W ...I 1 STY. FRA . � �,� _! ' .AS FOLIM- 11 . I I . ­__ - . : -_ 8. & " 4 - . : 1. I � _. . � i � I . I I. M I � , . . I ­. I . . . I :-- ;_" , i , Cc 4 :: / - I . I BROWN FINE I ,�I I . . . I . I/ v Cl- , . I I 1 -7- -.-. I* . . I . . ­.'.., - MAP NUMBER 36103CO162H � - I I � . 1 I I I I : _� I - . �F, . . : I 1� . . � �_�: 1. : . . I ­ TO MEDIUM. � . � 11 � I � I . I I I . I I . L . ", . I COI TM OF SOUTHO(D 77 1 01 ,�. ;�r I . I NYSDEC FOR TOWN USE Ln 000I I � I -14.8'--�--_m 0- P 4 :, . I. . :��, . I SAND (SP) � I I . , ____ DISTURB. AREA 11.11 ,,If 1 I I I � I . - - - _L__ , .I . : V �1__ I � � . .. COMMUNIN NO.: 360813 � . . 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'a' o 0 0 10� RESIDENCE w/PUBLIC \\ l \. / o LAND NOW OR FORMERLY WATER 1 � € /\ Q°E / I CNo ALFRED N. DINUNZIO JR., & NO WELLS FOUND ) \\� / / o4"v��� ' :•' a $ ........: / \\ © VEGETABLE GARDEN BARBARA H. DINUNZIO 2.8 °L / PROP.DISTUR Ll 5.1 / / AREA -°ea- _ �°° zs/ 3 PROP.SILT FEN -1 o ---':- -- -tmm 7.5 \ - - - -- s —2-SIY:FRAME 1235--- - - - -- 4- 5.7 HAY BALES ;'4•so I QB�p / \ / Water linei must be ins�ctedbv t6® / /17 `............. .....F tu ................................... .................................. Suffolk Count D®gt.of H®alth Services: °Eir ' ,.0. a rai __smrw -- - - ........--- ...� .. _ - --- ® / 30 D M Call 1631)852-5754.48 hours in . I7Fl;IMC __ .....- � �...8... �.8.... 1 / /\y 7� -, .� / advance to schedule inspeetion(s). --' ' yr 72• LL7�. 45:5'I o"5 1 I s 73 aaov. sW ' J ® LAWN SUFFOLK COUNTY DEPARTMENT'OF HEALTH SERVICES 5.9 /.. ?*O cultde• / i3.17'02'W —+4 t—+—t=�—� 200.00' 5• I Cc �'�' — /b PERMIT FOR APPROVAL OF CONSTRUCTION FOR A o 6 °O /(N3317'4f'W) I I SINGLE FAMILY RESIDENCE AND -r- I /' no � pool cabana i �a IIF9r Y 1 I I PAL I P. / 1 I J / r rq,1 = FFg 9°KF/ nppC.L.HEDG 1 o N I I ON UNE± LAND NOW OR FORMERLY -- �°• J / r I �5 DATE a2ei22 f H.S t�.No. R-20-1ssz GEORGINE ZANESKI 3sg �ro ,AS r�-1` e o SANITARY DESIGN SYSTEM APPROVED. TOTAL MAXIMUM BEDROOMS 7 ` 7 ,I ua �� I EXPIRES THREE YEARS FROM DATE OF APPROVAL t I m 5 BEDROOMS: MIN. 1500 GAL S.T. � I e PROPOSED: 2000 GAL S.T. �_ +, 3 Ei REV. SCDHS COMMENTS ON Waal: x� ® ® I� _ DAILY FLOW RATE: 550 GAL/DAY 02 12-21-21 02-07-22 1/ Ma to a o o L.G. RATE FOR 5-6 BEDROOM: 400 SF WALL AREA REV. SCDHS COMMENTS ON 7 - `&0% 6 5 g PROPOSED: 636 SF WALL AREA 01 10-21-20 10-27-20 SEIB0 WE 1 1 STY.FRAME)875 00 INITIAL SUBMISSION 09-14-20 ° -01SiURB.AREA 3` SOIL BORING: SP OYMER:c PECONtC RESIDENCE w7' MATEIM STOCKPI ' ° B � SB.T SCE/ PROP. DEPTH OF LEACHING POOLS: 3.6' BELOW EX. GRADE S7EPHEN do DANIELLA RAW SffUATEO AT AREA DURING BALES BD 8'L X 4'W X 4'H LEACHING GALLEY = 106 SF (WALL AREA) 625 WELLS ROAD PECONIC, NY 11958 � I CONSTRUC%6N ;:.2.: N �, i �: 00,WAR 70 � PROPOSED: (6) LEACHING GALLEYS = 636 SF (WALL AREA) - - a ;! 7 APPLICANT: TOWN OF SOUTHOLD SUFFOLK COUNTY W. --------- z ' :::`3: 6 ...........k� / I N NEW HABITAT ARCHIlEC7URE SCiM DISTRICT 1000, SECTION 75, BLOCK 6, LOT 3.3. .. /1 roar +e• to I i�o s e Q z Q,. Qe : ,a Qe SITE PLAN �-6•e}>3'--_ Q ® C.L.HEDGE ®t .. ® I'WEST± sr_ _ ——— 2 3't7'e2- — a 47�oD'— ———— New Habitat Architecture& — ———— 3UTA7 ———— EWE(0P?!ML 5 __ -- Design, p.c. SS . 1 B.63 638 821 8.25 8.38 / 7.71 1171 Old Count Road suite 6 Y 11803 7 — _— —_-----�--- 7 ---- __ � Plainview, _ —— tel:631-393-2871 LAND NOW OR FORMERLY SEE ATTACHED SPECIAL CONDITION fax: 516ch@g 743 TOWN OF SOUIHOLD � I newhabitatarch@gmail.mm (SOD FARM) -0 GRADING PLAN AND/OR PLOT PLAN. DANIELLA CUNHA RAW. R.A. SCALE: 1' = 40' DAIE OB/20/20 SHEET: 1 OF 3 �y 24,0 0 SF 0.550 ACRES _i CHE PROP. 4' EE = 100. s CET) SPA CHE ,�o ♦ �� 4 0 o• �6..01 VEGETABLE o I PROP. PROP. POOL o a : POOL / 1 ti— / ; IN ® o FUTURE EQUIP. CHE �o PROP. DISTURB I N RASS/PATIO ` ..... AREA : �� 40.0'® ,� � // \ ' o DECK ��cc�,,6 6" 5 7 PROP. SILT FENCE '4" sDR FAs� c�oARs " 7.5 \ ♦ HAY BALES - 6 i ° / 6. / 2 ........................... ..................................... C ,0 GATE NON DECIDU US SCREENIN GA � � GATE 1 I L 3 �� 12" 0_�7 2 46.5' /D. 5 1 I PROP. SH POrT & 1 RAIL 6. o SCR PORCH !, .I 7.3 — — — — — — — rcrx / -CDt6 4 f�33'17'O�nW �8 _ CRAW( s +o BW 4 75 Fq 5.9 5 I ew1o.75 DACE 9 1 z 8 / " NJ �A�cESs l O.4.75 / _ o / (N33°174�1"W) 8 � � I I O° ° ROOM I PROP. a I POOL 1 I / GANA rat1.80 FFEC MWL SPACE/ D.W2 1 1 GE C.L. HEDGE 9 F.F. E1 iQ-10 o w /�W1Q90_; / I __ LAND NOW OR FORMERLY I -" - BW570 ° �- i --ON-uNEt— GEORGINE ZANESKI `—' 6.3 o' I / 4 ® � GRASS J 8 10 10 �oo MS .: BW 4.75 ® / B 4.70 �1.5 CQ rZ � 1 w ¢ Z 1 '0 ® ^ 2p0• IW � SEE ATTACHMENT(Sl FOR OFFICIAL USE z 1 J nvlo7s �° P J J o l / F-80 CD 15. o y D.LLJ LLJ PROPOSED / WASCn GRAVEL DRN AY s® � I� ti = ,� ¢ J a J 6 /� �0' to v� p 7 _ _ 0 48.0' I Iv I"' x Ln z .6' S J N 0 02 REV. SCDHS COMMENTS ON — — — . 12-21-21 02-07-22 + gOT �G: 60' FRO : D SETBACK LINE o REV. SCDHS COMMENTS ON 8. / / oo ,��.� CG Qg4 1 �! 01 10-21-20 10-27-20 DISTURB. AREA 00 INITIAL SUBMISSION 09-14-20 14.8' 20.0' _ — — , �G ® o OWNER: PECONIC RESIDENCE ^ W 7.6 MATERIAL STOCKPILE 9 N g ---SILT FENCE/ H S7EPHEN &DANIELLA RAVN STRIATED AT w - ¢ 0 625 WELLS ROAD PECONIC, NY 11958 AREA DURING BALES 8.9 APPLICANT: i 200 TOWN OF SOUTHOLD SUFFOLK COUNTY NY. CONSTRUCKN o NEW HABITAT ARCH17ECTURE SCTM: DISTRICT 1000, SECTION 75, BLOCK 6, LOT 3.3. N N / EXIST. MEADOW TO = A,pO'° ^. 8.7 REMAIN A- = — SEPTIC SYSTEM LAYOUT z 1.r, I 3 D W Gc. z o \...........: 1 oo 1 .................................................. W I New H cture & Iq / �c 1 N abitat Archite `�' Eo Design, p.c. PROP. CO LC) 1171 Old Country Road suite 6 �-x� RECT. 9 Lr) Plainview,NY 11803 SS .2 9 1 Q" 10" 8" : MEN (n tel:631-393-2871 — C.L. HEDGE fax:5 -2743 8 8 1 WESTf newhabitatarch@rch@gmail.com // \ __ — — DANIELLA CUNHA RAVN, R.A. SCALE. 1" = 20' DATE:08/20/20 SHEEP 2 OF 3 LOCKING CASPNG� TO GRADE FIN. GRADE I'MN. 4'YAK 2'MAX MIN. LOCATE DROP '' MIN. UNDER ACCESS DWELLING 4 OPENING FOR FUTURE POOL MAINTANANCE CABANA INV.10.00 FEEL. 12.00 N 6" SDR35 INLET _ �' Du1LEr __ PROP. GRADE EL.10.50 MlN. 4'DIA. AGHT F.F.EL 8.50 C.O. - ___ _ _ :I"@ �„/Fr MIN, T _ ;n ✓OINTs. MIN. _ 4 SDR35 SLOPE 1/4%FT. °n CV MIN. 4'DIA. PROP. GRADE CRAWL SPACE ` n o o=__ - - -t E�tST. GRAOfi- CLASS 2400 PIPE 4 SDR35 a, o LEACHING in - LEACHING EL 8.0 OR EQUAL EL.7.00 INV.5.80 =---=IIVV.4_80 PUMP L. 7.00 > ;� ^i GALLEYS d` �I GALLEYS `� PITCH 1/e/Fr 4"t DR35 ® z 2000�L. z 8.5' � M `� 1/4"/ FT. MIN. PROVIDE COARSE SAND AND GROUND WATER EL 1.4 SCHEMATIC SEPTIC SYSTEM PROFILE GRAVEL BACK FILL MATERIAL ' SCALE:1"=1W TYPICAL CYLINDRICAL 2000 GAL. SEPTIC TANK N.T S PELKOWSKY PRECAST 294A Old Northport Rd,Kings Pork,New York 10'DIA.PIPE KNOCKOUT 1. A MINIMUM OF 6'INCHES APPROVED REINFORCED PRECAST CONCRETE 11754 BOTTOM AND 4"WALLS Tel.631.269.5727 NOTES: 2. AN 10 FEET DIAMETER BY 5FT HIGH APPROVED REINFORCED PRECAST CONCRETE SOLID RING. SPECIFICATIONS: 4 3. AN APPROVED 6'THICK SLAB TOP M LAWN AREAS ® ® 1. CONCRETE 4,000 PSI ® 28 DAYS 4. AN P P VEDMUS ' ICK S OR OTHERWISE FIRMLY ATTACHED. CONCRETE 4,000 psi 0 28 days 2. REBAR TO BE ASTM A-615 GRADE 60 WELDED WARE FABRIC ASTM A-82 AND A-185 -(��- -- -�- -- 5. LIQUID DEPTH MUST BE 4 FEET. ® ® ® 3.WELDED WIRE FABRIC ASTM-A=185 - - - - s- RILL FLOW BAFFLE REQUIRED.---- -----REBAR ASTM A-615 C�ItAOE 60 a 4. DESIGNED FOR AASHTO HS-20 LOADING ® ® ® 5. TOP SLAB AND WALL ARE MONOLITHIC ® ® ® 6. THE SIDEWALL AREA SHALL BE EQUAL TO ® ® ® THE INTERNAL LEACHING WALL HEIGHT OF THE ® ® ® PRECAST LEACHING GALLEYS. MCDONALD GEOSCIENCE ©2010 LONG ISLAND PRECAST, INC. 4'TV 7'-10' END VIEW - END WALL TEST HOLE DATA FOR OFFICIAL USE BROOKHAVEN, NY, 631-286-0240 8'-6• DATE: 08/17/2020 SEE ATTACHMENTS) TOP VIEW N 10'DIA.PIPE KNOCKOUT 2_p• � EL. 8.0 BROWN SANDY (EACH SIDE) I^,'-6•^I LEACHING GALLEY DATA LOAM (OL) 0.5' a 4 SCDHS SIDEWALL WALL ®®® ®®® INTERNAL EXTERNAL AREA(SEPARATED INTERNAL VOWME APPROX.DRAM OPENINGS WEIGHT ' v ®®® ®®® < WALL HGT. WALL HGT. CONFIGURATION)(SF) CF GAL TOTAL SIZE ANGLE (Lb.) PALE BROWN 1'-0' 1'-6 1 e 26.50 32 24D 16 3/4"X 6' 14 DEG. 4,150 SILTY (ML) REV. SCDHS COMMENTS ON ro ®®®®®®® 02 02-07-22 ®®®®®®® b m 1'-6' 2'-1 2' 53.00 48 480 36 3 4 X 6 14 DEG. 4, D 12-21-21 -� 2'-0' 2'-6 1 2' 53.OD 64 480 56 3 4'X 6' 14 DEG. ,325 ,3 0' 01 REV. SCDHS COMMENTS ON 10-27-20 ®®®®®® 2'-6' 3'-1 2' 66.25 BO 600 76 3 4-X 6- 14 DEG. 5.90 10-21-20 ® ®® ® 3'-0' 3'-6 1 Y 79.SD 96 720 95 3 4'X 6' 14 DEG. 6,48 3'-6- 4--1/2- 92.75 112 B40 116 3 4"X 6' 14 DEG. 7,065 00 INITIAL SUBMISSION 09-14-20 PME�qa ® ® 4'-0' 4'-6 1 z' 106.00 128 960 136 3 4-X 6 14 DEG. PALE BROWN 1'- i0" 6. FINE SAND (SP) STEPH PECONIC RESIDENCE LEACHING HOLE.TIP. STEPHEN &DAN/FLEA RAVN SITUATED AT SIDE VIEW 625 WELLS ROAD PECONIC, NY 11958 GROUND WATER 6 6' APPLICANT: TOWN OF SOUTHOLD SUFFOLK COUNTY NY. LEACHING GALLEY DETAILS ELEV. 1.4 NEW HABITAT ARCHITECTURE SCTM: DISTRICT 1000, SECTION 75, BLOCK 6, LOT 3.3. WATER IN PALE N.T.S BROWN FINE SEPTIC PROFILE & DETAILS TO MEDIUM SAND (SP) New Habitat Architecture& 17.0' Design, p.c. 1171 Old Country Road suite 6 `Plainview,NY 9311803SS. 3 tel:631-39&2871 fax 516-822-2743 newhabitatarch@gmail.com DANIELLA CUNHA RAVN, R.A. SCALE AS NOTED DATE.08/20/20 SHEET. 3 OF 3 RICHMOND (S35'01'111) S35'0O'2P"E I 35.15 6(s1s• _ CRE j -- S1 '56, 3I f) S(S25'09'23'E) E K 52 f 123.35, 25'08 38ryE 41'50'32°E� ���CH ONO'CREEK• "��..� (S E R LINE OF Rl M . - S31'03'3,4"E 43 S41•49 47 WAIF.—�HiGH 125.22' 33.70 UN ALONG Mom. (Sp PROPERLY . �. '� �- p1 • WMANDS I SOQ• ? , WERMOS � � `S1 N WETLANDS I wEtlarms 0 , 7 r IN NHS APPROX. WE1]�NDS LINE (SCALED) 6�20 AP 3 J 3 ?/6/Z 6s pCP I21 PER FILED MAP ?s P�M rn 3 - Os J. -- S0�sooQ3�� ' F 1 CEO Iy LAWN 6 ccD Q ~ N CDENC. EO PROP.3'H POST&t RAIL FENCE R 5E18PCK�/ / 0 6.: BCE / FRAME PLNT. SHED , _ 17 02 146.45 CEO yj —— � __--- N33-17'47"W I nc V CHE I 31 N 31 00 - i CHE : CEDARS `(AY r 00 LO N C'V d- ifl i - - - - ---....Y:,. __-. ,. .----_—"• _,.. . .... _:r_ . _::�,-� ,- '-_..• . ..�=-�• P IN( I In>�I.1! 1C ° I.P. 00 _ LP. - 1 C ° °............................................`.. I........ 'Tz��,_ -__ ——- REgAFt——— LAWN ENC. C. P►�s6.. • a ; ® LAWN ALFRED N. DINUNZIO JR., & _ 4 PL. PIK. FE. F- - - - -�—�=� t BARBARA'H. DINUNZIO �00 ° CEYa p , 1 24.o' W o N3317 02"W 200.00' ° °° N33'17'47"W ( ) I LEGEND I I F DUNDAT „ a 10 $2 " C.L. HEDGE N ONLY 4 ......... N33 17 02 W DENOTES BEARING PER FILED MAP 3 TF EL- Y s 44 ° c, ON LINEt � . 10.8 6 ° b N3317 47 W DENOTES BEARING NAD83 UZONE LAND NOW OR FORMERLY ( ) ( ) _ o GEORGINE ZANESKI I.P. � ...... 32.3' so' o DENOTES IRON dt/OR STEEL PIPE FOUND, i .. 4 , 9.0 w p 4 DENOTES CONCRETE MONUMENT FOUND i 52 MON 1 200 ° z Imo I �STK. DENOTES WOOD STAKE FOUND Y0.0 r� OCHE WN = C N2 DENOTES WOOD LITILIiI' POLE Z :1x2 COM �� x �.^��,"f• �,..;�„° * DENOTES GUY WIRE 9 9 aP1ERS DENOTES PROPERTY LINE ,mwro (y *FLOOD ZONE NOTE: PROPERTY LOCATED PARTIALLY IN ZONE AE (EL. 6.0) AND Z� G v ZONE X AS SHOWN PER FLOOD INSURANCE RATE.MAP (FIRM) w W 'Un c t ��^ ♦ c=%� AS FOLLOWS: co a s of •�^ �j �: MAP NUMBER 36103C0162H N -N COMMUNITY: TOWN OF SOUTHOLD ep COMMUNITY NO.: 360813 z Lr� I ; o co • "'r cS` PANEL 162 OF 1026 1 Z I _�, r.. O I �., •, ,....:; MAP DATE. REVISED SEPTEMBER 25, 2009 2 - 16 CH 16 - 1 CaLnif' ss• ® Lf•� ' CIIE CEO N A, Q C.L. HEDGE UNDER CONSTRUCTION `v 616.49 D t' wEsrf MON. — _ __ -- oN. -- CERTIFIED TO: SURVEY OF N3317 02"W 175.00 Z �.� STEPHEN E. RAVN & DANIELLA C. RAVN LOT .,J N33 17 47 W EDGE OF PVMT. I (AsPH.) LINCOLN LAND SERVICES LLC TN 22693LLS-S MAP OF PROPERTY OF CHICAGO TITLE INSURANCE COMPANY JOHN SCOTT t WELLS ROA SITUATE AT PECONIC TOWN OF SOUTHOLD - SUFFOLK COUNTY, NEW YORK EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED »_ , 1 ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT SCALE 1 —30 ✓ULY 4, 2012 THE TIME OF THE SURVEY FOUNDATION LOCATION FEBRUARY 25 2025 GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COM- PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, , AMERICAN ENGINEERING AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. D SURVEYING P.C. THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- '` f FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING 71 :old Country rood - ste. 6 { WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS ANDI invi w pa e , ny11803 ANY OTHER CONSTRUCTION. tel: 516.454.7500 MAP NO. 11699 CJ� fax: ;516.822.2743 JOB N0. 11631 co 'AI REVISIONS: 8 4 12 ADD CERT'S www.oelandsurveying.com ' FILED APRIL 27, 2009 I l OC , 2/27/25 r- R. 11631 11631 FINALS 11 631 WELLS UC.DWG S.C.T.M. DIST. 1000 SEC. 075 BLK. 06 LOT 3.3 96 64) rn C <\. \ - �- eE p o�� BUDDING E /� TOTAL DISTURBED EA: \ N, 21,693 SF 0.498 ACRES / \ Coo / / \ 11cm CEDARS \\ wI ( z ILLJ 7.2 � / 7 � Q z l _ - w N; 7.8 LLJ 7.2 8.1 CD ,� :� 1 f I.P.7a / / PROP. 3'H P T & 1-RAIL FENCE_ �. ................................................................ , f ff t' / F ELCH Yo........F N33 )h02W 4�-IK-Ff.CD LLJ 24 0' D�3 5.9 / c x1 'A �APo1 C.D. '° (N33V17'47"W)06 � PAD G j ACCESS � _ w/ % 7.3 0 POOL / / ` C.L. HEDGE _ LAND--NOW -OR—FORMERLY ACE- / � •�'••. b -- - --_-- -- - FIE �'GARAGE-- - -- - mrr°V9Aa TSE7 0- _•... - - --''., -� -- ---- / �y oN uNEt - GEORGINE ZANESKI 9 F.F, EL iQ 10 �p RESIDpyCE — .� 11 J o s 3 N' w F,F.Q• 12.00 / b z m O 3 4' 16° 73 °t PANG / — J 7.5 D.W i- — ` w q J rLLJ J2g-°7 i I o FOR OFFICIAL USE 20 /GRASS 10 w z d tl ^ ° 7 / � � �� Q Om0 U w ! /0 d 7 TEST O. • i — t� L� W Z� r li / CO ►y(i i•.. \ , = tZ � U ua .........f. . � � I j �' /� 4"SO � � g.�............... / ..:::. � RE � LN r =�J � Cr �`tea 05 REV. PER SCDHS COMMENTS 05-14-26 T PIPE �o p , D.W 1 MOVE o w W O11 I o Z Z H � M? u p 04 RELOCATED LT PCLEAN OUT.ER FIELD SREPLACED 03-17-26 ! PDR� CDCHER = `^ "' Q o i O PROP. DESIGNA710NS TO "INSTALLED" _ _ GRAVEL / LR J � :.:::::.:.:::.:':... N o _ / d ! x �J W O z af i u II AS—BUILT PER FIELD INSTALLATION DRIVEWAY ] ./ d / 2%' °"::'•" W = W w r m E 03 REMOVAL OF POOL AND CABANA 01-20-26 t!8 q O Uj 0 a U cm 02 DEC SUBMISSION 03-11-21 Lli vo ~ U - w s REV SCDHS COMMENTS ON 10-27-20 z ° r. �'a W � } 25 C T 01 10-21-20 � / / BOO � � Tm ¢ m QQ CDF � Q O a 00 INITIAL SUBMISSION 09-14-20 SEPTIC SYSTEM LOCATION vv, Q z LQL `� ^a Uj ° W _ OWNER: PECONIC RESIDENCE /4 8.1 �' S.T. A 35 B 36 z -+ m_ STEPHEN d< DANIELLA RAVN 7.6 20 0/ R`35 (!T� o = O Co a o SITUATED AT R / 1- Lc.1 A 47 B 32 0 _� 625 WELLS ROAD PECONIC NY 11958 / 14.0' J• A, \ 8.9N < U) m O APPLICANT: ^ W Fr ' :;{ LG.2 A 57 B 37 Q o TOWN OF SOUTHOLD SUFFOLK COUNTY NY. W / I � Q o L NEW HABITAT ARCHITECTURE OO ! ,.: Z C �G \ ` LG.3 A 53 B 49 Q SCTM: DISTRICT 1000, SECTION 75, BLOCK 6, LOT 3.3. _ } J ai I U IY m t O o LC) ' ® ¢ 3 Q LG.4 A 63 B 52 I " Cat cam, ! <� • '•' ' z SEPTIC SYSTEM LAYOUT LL N ��-•� BASS ;o. o y, '^ ` J I�: J• ! l- t� h z �Q CCN l CO � \ :�.::..,... N 4p_ ,t New Habitat Architecture & Design, p.c. H FRAME ELECTQz) Lf� �� _(n1171 Old Country Road suite 6SS .2 ���A�TIQ TEMP `� Ln `� r_i Plainview,NY 11803 n REMOVE _ — - C� ,`M';�f tel:631-393-2871 TREEX C.L. HEDGE ',f• - - , f fax: Larch gmaii. U. !l -2743 newhabilatarch@gmail.com \ 9.2 - � L '"• f 1 WESTt [DANI�LA CUNHA RAVN R.A. SCALE: 1" = 20' DATE:O7 20/26 SHEET.u-a-sa.t �1nn)hai I I 'I 7F. rltl ��. / I I I � ____ . I �-_ -_ I e . . I I I I I I ,� I I .I I . . .I � I I I . � !I . I � "���,,�,`��.-� -I I �.7! I-- I I ___ .1 . . . - * 1-1., � 1. 11 . ­... I, - ,., ,, . 1:1."., , I I 11 . I : I�Ik��� --:,� - ,_ I � . 11 - ­; .kl.�. �:,1. , . I I I �� I I � . I I ,�, �� ��, ,: .. � I I I I .� 11 - � � . -11,-, I I . . � I � I � . I � � , ,.1 . ., I :'. ,"- -- . . I� . � �.- , ?, I - � I ; " ��,,­�',�, , � ., - . I- . I I I � I I I � � - ,�,-_ , , I � I I , I i I I _� ��3-_��'�",","'" . . I I I - � I , ., : � . � �. e�.,�P,-,zV - � � , I � I . � I I � . . . I . ,� I . � � . 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I " � I � � ; . � r I . I I � I - I � I � I I � .1 1, I � . . I � � I I . I � I I I I k% I . 11 I . .1 ,11 � . I I � I I . I I . I Bevel Cut(Hidden bottom 4) A111 Windows/Doors Should be Sealed with Non Expanding Seismic Design Category I � � � I I I I � I I I I I I I I I � . � I . I I . ­­ ,. . I � . I - I P �. . I I I I .1 � I � . 11 . . . 1. I � - . I � 11 I I I i - - - skin of panel) � I I I I . � .: . I � I : I Zo - � . I -.4 I I ; 11,-.-.I I I � I I I I I I I I . � . I I - . .. . i I . .. _! . . . . I - I � ; I � % I I � 'i. I � I . I . : M I . I .� __1 - . K : "" I I I I I � I -, � I . r I Spray Foam Between'Jambs & Panels � .� ;' ­ Floor Live Load 4o PSF I ,� . I - . . � � 4�.,.:7�ZII I I I � I . I , I I . . . I . ; P . � I .-I, I �1, I � I . . . I T Q ,. `��, ��, I . I iI I I � . 11 I . I . I ' . `� I I , . I ''I I �, I - 11 � �. � I I I ." .1 �', I � ­.':��, I 1. e I . I I . I I . I . I 11 I I I I I I I . . .,�,. I �, . . . ; �� � . I I I i I Plywood/OSB Keyspline 1 5) A111 Field Cut Penetrations Through Panels to -be Cut Oversized , Floor Dead Load 15 PSF I I I � I � � I . I � 11 . I . 11 � I I I I I I "I .1 t � . I I I� I � � 11 . � I . 1 . li I I ­: I I I . . �� I . I : , r I � . , I I i I . I � I � ,- I I . I I - I ' I � I _1 I I I I I . I � � � �­ i - I : - 11 : �, ..4 = I I - � � .- . . -C-.1.11 I- I I � �� I . I � 11 � - I ( - I I ­11, I � � I � I W , I ,-,� � � � I 1 I � . . I I : (1" Min.) and Thoroughly Sealed with Spray Foam ..; � 1 Roof Dead Load , ,, " 11, 5 PSF + 5 PSF PV Array Where Applicable . I . . .� ,: I ,-. . ,� . I . . I , I ,�: ­ ,�­_­ _1 ��­­­­_... � . A I � . I I I I I I I � I I � P to I 11 ­1., I . � I . . f � � . � . I I . - - I I . I . � 11 � I I I I I . . . ' � . I . : _ �, . - I 1 . %­ . - I I . I I � . I I . �,1. ., . I � I I , . I 11 . I . . I- I �, : � i I rM � .� I I I. .- � � I ; I I I , , I . ." I I I . . I I i � � I . I 11 % I - � i I I I � ,. . 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' I � I I I.. _�, I . � I � I I � ��" I .: I 11 � I .� . . � I I ­�, I � I � I � : :___ I r I . I I. Plate +32'�-3 112" - , I . :� � . . . I , -�- I I � I I � I . . I I I I . . I t J14 � . .1 : . . ,, I : I I 1; , . . i Roof,,'s: 6-Y2" EPS (OSB/FOAM/OSB, R-23)(Double'Keyspline) I I � I � ____ I - I . � - I I I .1� - I I I .. . I I I I � � ...� I I I I I I . , : I `_-, I I I � I I ____ . IV I . I.. . � � � t " I I 1�_ - . 11 I I �. � I I �1 "' : -I - - - - - I I � I I I I . . I I I - � I , � I .. � I . . .::: � I - � � � " I I ­ . - � 11 I I � I , -- Header � . � � I . I I r %,. , � � ---T .- . � � � . I � I � . � . . I I I I .1 � I I I I . 11 I I .i i I- . I I I i I I � I I I � � I I - r I I -. , � I ,� . . I I . .1 i ___1 I I I I -____ I i �I - I I I . I ."� I :M I �� 1; I v,- . � "' � I . I �I -I I 11 . I I I I " ,--- I . I . ­��, � I.-,��I� . I � I .-o I ____ . .--- I . � � -­ � I . i . I . . � i I I I � " I. . I � I . I I I I . - ... .. � --- I I � . I I . I : �': I � . I 11 - �, - . I I . ,.I I . I I � ____ . I ,___ I : I.. . I . � . I �I­.I .�. .1 � I - � ­. -44 ZD �, � . . . i i � FastienerSchedule: � � . . � ____ I I � �--- I I � I I i I I I I I . Abbreviations :; I .1 I , I I . I I � - I ,� .--- 11 I .1 .1 . - I I . I � � ,� -":����', 11 , I I . - i ! I 1. . . . . I I I � .--- I . � ! ...�, . I . , 1�'It. I .� ,. - - I I . I � I - I , I I � . �--_ �� I I I . ; __-__-------- ----.-.----.__".-1, . I -- I � . I 11 . 1_,: -­ _ � H , I I . I � I . i � I . I - 11 I I I - I I �, � I 111 I I I I I - I I . �: I :----- I I I � I � I Z-4.- � 11 I . I - I I � i . t, :,_, �, I I - I i R.O.-(Rough Opening) IT.O.-(Top Of...) _ ­� Walls: 8" HeadLok Panel Screws; By FastenMaster @ 12 O.C. I I I I : _:: I 1. I . � .--- � I I I I I . i . � . . I ­ I �tl I I I , � . .-, � . I I I . I - I ' . . � I I � M . ---------- --.----] P.O.-(Panel Opening) 1P.O.H.-(Panel Overhang) 11 ­ . � I I I I � ____ I I .--- . Wall'E'Overlap . 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I � . ..,�, � _ .1 I - � I I W.O.-6Windc;�� - � ---11 I I 7 ,; .---. _. � I I I I I I . 11 i I I I . I � . � -1. I - I 1.1 , I "I .1 I . . i - __­___.__.__­_ ].----:, ----.__ Roofs(Valleys):.9" HeadLok Panel Screws;, By Fasten" Master @ 12" o.c. . . � .�'� 1 ::--:: - I I I 1. I � ,� � I � I . I � � I - . 1�'. .� I .- . I . I I � .1 1 1 . I I � I C.O.S.-(Cut On Site) I P.T.-(Pressure Treated) I . I . . I I I I . � I I I I 11,� I � I . ; _­ � . .1 I I . r :_:: I .---. I I . � . I, '. :. . . I : I I . . I I I � ____ � I ; I . � I .. I I , I I I Ir- I I I .___ ___.__.__________._.......__________._ - I I I � , r I I I � I .. 11 � ::::: 2 I : . � � : I I I I . , I . I ; ;.., 1.11 � � � I � :--:- I 11 � � I - . I � 5 . � I I - ; i I I 11 I I I I � ;L ___. I I I I ; I .: . I .1 . . J I I : �i . - 00 . . I I � . I I I I I I � , I .. _... I I C:) ( I . I , . I . I . I I I ,J G r I i .� Panel Designation � - � I I I � .1, . I I I i I , , I . 11 . 1 I I I I I I . . I :-:: I . 1 � � ; I � I � I . . .111 %. I I I -I ! I I I - I I I I . I I � . I : . .. T I ! � . � . I I . �� I :___ I I I , _:_ 0, I I I 11 I . ".. I .. I I . t I I . . I. . . .. . I I I . I I . I I I I i I . I � w . I I . I I i (Panel Length Prior To Cutting) I � I . . I I Wall'C' . 11 � � I� I � ., �' I I ., . ; I 1 04 � . I � I." � I . .1 ____ I I .----a ,- I � . . I I I I : I I". I I .. . I � � -1 � I i I I I �, I : I I I . I I _____i-_-_- I . 1. .---. - I � I 'It . .. I I 1. I : I I i -(Electrical Chase Height From I I . . I. I . I � I I I I I I I -I . � I I I . t 1. 11 I - I I I Overlap I I , ,_­ Ve � I . I ,' ,r � . � I : I i I ,. M I . I . . 1. . I I I � - :. � I . . � I I I , I - I . . I . �, � I , I I . I I i I ; I . , � I .---. . 'i . I "I- I . Bottom Of Panel) . , . I � - ,; � i --- I � I . � I � . � � � . I � . I i I � . ­ ., � ::::: 00 I . I . . � I . � � I I ! . . � . I I _: I �� .---. I I I � � I I . � , - . . I � I :__ .. � : I � I I � . A.,; -- . . i I I . I , I ,� , . 1� I I � . I � I I I . � I . . I . "I I I ; . I . I LO i I I ,. . � I �; I I I A ': ,� I . . I 11 �, � : ! I . � � I . . . ! 4 Panel Scrap . - kl. . I �. . I � � � I I :--: I I , :--- I I � � . I � I . I I I . I I I I � ;_11 . .� . .; . :...: :a) I i I � Destination � . - I I I 1 �41 I I . I I I . I . . I I ,. : . . � I I � . I .I I I I I �I 1 - . I I . I I . I I I I . . ,,i I 1. I �! . -, I ; i (9) .1-1 . I '. ,.: . _ 11tt . I � . I � � I . I . 1.4, 1 1 ---: � I .1 I � � I I . I , . i . I � . - � I I I I � .1 I­1 .� - I � I 1 :::: � --- , . � � I . � I . A ! I . I . I I ; :,� . I� I � i 1�I I I I I � � - I I I I I I . � � . '� I I i � . I . I ____ . ---. : , � I I I 1 -.4 i . I I . � I . � I . J I I I I I I . I I . . I 1, I . � I ; I I . I I I . I ---. I I 1. . I . Zo !2 LO 'M CD ! I i I- . . � � . ! . � � I I I I I I I . I r- I I I .1 � I . - ___. I - - i . . � - I � ; i i i � I ____ I : I . � . . � ; I . ; , (1) co Lo I i I ' GENERAL STRUCTURAL NQTES: I . .1. � � I � . I __ - I . I I ___. I � . . I . � I . �_' ,� . . 11 F , , I I . I ; i _ . I .. I � r � � . I �. I . I . � .,� I . I 11 I . I AA 11 I I 1 I � . I � � . I i - Z-. - M --, . .� . I � I 1 ,- , �� < ."..I I : 11, I . .. . i ---- I I I I :::-:__-Elec.Chase @ 18"Off Flooir . . � I I -.41111 - � I I � " 1, I �­.. :3 CD 1 1.LVL LUMBER SHALL HAVE THE FOLLOWING MIINIMUM DESIGN PROPERTIES: E=2,000,000 PSI, Fb=2,800 PSI, FV=285 PSI � I I I I . I r . � I . ,� ;= . � � I � I I '* � ,� . � I 1. � I . I � M - . . I � � I � � I : I � . I I U I k� I I �, ; � :_ � . � I 11 �� , . ­ I ­ I 1_c - �� _1A1:::: , I �, I 1. - � I . � .�, - I . I !.1 L . .. ­ 0 T- I t, 11 2.SAWN LUMBER SHALL BE NO 2 S-P-F OR BETYER, UNLESS NOTED OTHERWISE I I I . � � I . . � I I I ;. ::: L_ 1. I � I I I i I I . � .I . -1 I I I I 1. - � � I . � '.�, I I � I � . I i a �, . I --- I I I I � I t� ..., I . . ,.10� I I L � I I I I I 1. . t, I I I . �I I � . I I _: - � I I+ I I I I '. I . I , 1 4 . Z _� I :: � I I I . � .1 I I I . 11, . � . � � I -:: I I I I I 11 . . . � : . I � � i I .... I I ILI- I I . . - i _ I I r I . � , T . �. I I i I I 3.CAP PLATE AND TOP INLET PLATE LAP SHALL.BE MIN 4'-O".WHERE CAP PLATE NOT PRESENT',TOP INLET PLATE SPLICES . I � I I I I --- I . I I I It . . I. ,�, I 11 I 11 �_ ,It < LL �� . I I . . . I . I I . I I I I - � - I . I � � 11 I I I . �. .., . M � I I , , I . I I � I � . I SHALL OCCUR A MINIMUM OF 1 FT AWAY FROMI PANEL SPLINE JOINTS.APPLY SIMPSON MST126 TO TOP PLATE SPLICE. , I I I I � I I ::_ I 1� :_ I I I . I I � � I � I I T 10- , . I ". I i , . . 5� .; .co � I I I I . I I � � :::I I I "[ :- .1: I 11 . I I . . I I I . I I � � 'C'�, .1 . I �� . I I . . - - I .I 4.ALL ANCHOR BOLTS SHALL BE 5/8 DIA WI I TH MINIMUM TWO BOLTS PER SILL PLATE LOCATED NOT MORE THAN 12"AND NOT I . .. � I . I I �:� - t, .1 . I N B I ,� I . i 11�� I . . .. .1 :D ,. 04 I . I . - . I- - I- - __ 11 ,L T0. F1oor+2X-2318" ,, . . . . I - I I . q _ � I I � . I CY) C) 0 1 � r - I � I I � . I� I �� I � I . .::I 6. Cn . � ' �, � � I . �� I I 11 - I I 0 ! ., I - I P .i � . I � I . I � I . I - - 1. . I ,� _J . I I I I . � I ! -------Y4,"--Isumoor-0-n- I I i � 11 I � ; . I I I�,. V_ � I I � LESS THAN 4"FROM EACH END OF SILL PLATE. PROVIDE 3"xW4.229"THICK WASHER PLATES WITH ALL SILL ANCHOR BOLTS. � I I I I I I ! 11-7/8"LVL: Y I . ,� t�� I . I . I . ,J E � , , 0�.I . . I . C:) W � . . . I . 11 I . � � ,� I I I . I . . I I . I I . 1. �. I . I . mj N I I i . '., - L . . I � . ..4 -1 I 1 :3 C\I - : -Plate , � . ,� - � � I I: �e : .:� - 5.SILL ANCHOR BOLTS SHALL BE CAST-IN-PLAGE AND SHALL HAVE A 7"MINIMUM EMBEDMENT INTO CONCRETE OR MASONRY.. � � I I I I I � I Flo8r Joist On 2x6-5/8 TO. Plate +22'�-1 314" 1 � � I I � I - . ;1 � ­ . I . I to , -%d < I . � � � I . � � I r ,________1__ - JN I I .I . . I � . I � . I . L_ I I 1L. . I - I X 04 LIL M r I . I __�I I I I � D - . � -1 I I I I . L L ; -:-T- _f - - - - - -IM.. 1. y I I I I I I I I .1 � I L L 11 I � I L 1 . I I . 1. I , � I W ! .11, .11 I - L 6.SIP PANEL SCREWS SHALL HAVE MIN 1.375"THREAD EMBED IN TO THE MAIN WOOD MEMBER. . L I � :_ I �, r - � I . I ­� . . I I .�� I . I I L . I L I L � I � � .---. . I I I I - L I I- I- . L I I L L . 2 . 1 1 1 �* :) X U) 't I I I I I q I I I . :::: . 1 . I - - I . 1 I � I L I 1, I I � � 1. I 11 . .L L - I- L 0 Z U-) I I . I . , L': I L I .1. I I . . % I I ____ : ---. 20- . . . , , , . I 1� I I I I I r. . I I I . , I I __ I L I , . I L I ! " . , . K " I ,i L I . , I I L. I ...'' . I I ; , . ;� --- T_ I I L , - . . 1 . I . U_co < ,-, I L I I I L - I , I I I . � ��I ' I! I i C I I . I . . I . I . 111. I . . .1 . I ____ 1 3' - , I .---. I - I .L L � I I I� I . I I I �:_.. I ---. , . I , ;, I I L' L� , a) ; ! I , " :) 11 I I I L I � "'1�L. I I�. ­­ I . i :. . I . . I I L I I . ____ I � N I . I I . . I I J ". I I I I I � . a) I 1. 4. L L L . 2 C) � , , I L . I L I . . . I - . � I I cc � I . I I . L. L I . I I I .. I I I I . I I :::- I � : 1.11 :::: -1 L I . � ­� . , - I L L 1 24' 90 1 20' � _L't__,� ' I I I I C LL 'y . 1_ :'L 0 [,- A, L � 11 1. L I I I . . 4 L : 20' - 9 W 4' . , . , I . -1, U,) ­ . .� I . I I � p ---: I T_L I . I I I , I : &0 11 !� � 1, I I . . . I ,,; L LL I � � ::::: I � I Ir , .. I I .- � I - I I . t �,. . L I . I - 1, I I 0), I I- r... ­ 0 1 1 1 1 L . I I - . AL � : I L . I I I I L I I L I L I I I . I�I :Itl�. , " . I . : L . . I- ... I I .i .---. I . I ., L I I I L L I �, ": I _. -, . I T . I r 1 1 ILI . . % :�, . . 1._�. 11 I , , , I - L I I , . . I � - _: I I I L L I .1 I ". I � . t. . I .1. . : Ila: . L I I 11 . I . L� I I . . , I L L� I . I . I I - I � I ::::: L : : L . I I I I . I L Z U I I . I I , I I I - I I . . ; I L, � I 1. . . . I . I I .1 I I I I . I . I .1 ,� . I . L � I - e I L It I . I I i . L L � I . . L i __:_ 1 7, .---. . I L I L . I - ' L .---. L I . . I -y ." ,. � ,I 0 .L i ; , L . . I . t­ I I . I! I I L . L � I I I I �lI�. I. L . I . . I � I . I� I I ,: ---. 'L L I � � - I W I I I I I ,. - ` ' ' I . I ---. I I I I . L I . . : - . 1. ,I 11 . 5 L . L I I I � I � .. t�! L ' � I . . . Wall�C' ; ::-: I L I I L I - � I I I L L I , . . I - i . I L L � . I I .� L : ­ � . .I 1:��� . �� . . . _ t --- I I I I I I L I I � I I . I . � I F (D 1 1 ' L . IZ L� . I I I . L I I I ''I . . . I - . : � . I L . I L LL ­ I I I I ' I I . I , I I 11 il, - : ­ . . . L' � I a- , a , .. ____ I .- ._�, I I I I L L f I L . I � I I . ____ I -Wall'F Overlap - i � I I . L .,L-, ��", I . L L . .11 . ____ z L I . Wa I/ ' L' � . I I I . I I '. I ,I..,. I �- L I L �"I . . I L. . - Overap h--: I I I I I _A: �'L . I I. L. I I I I I I .1 11 I I I a I . I L I .1. , . I I . 1, I E , I , I I -I � ,� . 1.11 . I I I � ; - . I 1. I "L L . I I 11, I.. L I I . . I . I. 1. , . .1., I I . 0 , :�,� . � � I I I I I . Lt' I 11 -I I L­ ...L � L I I � I L L L --- I I I I 11 I . I L L I .:.L : I L .I I �, I I . � .I-___ - L I ,� -��,- 1,,L , . I�. . I .1..�� ... �I ,...,I r I� L I I I� .. 1. 0 W � i I I . L I . � . . I I I ..I., . . .1 Minimurfi FicingConnection _ I 11% � � I I I L I I . IL I I . ____ L ,� :-__ I� I I I ._., � I L 1. : . I . I _1 ,_", I . I I . I I :r _ ­ L �: 1- 1 I 1. I L U)L od � L'L. I _17 . I 11 .1. L 11 . I . I ____ �' I . . . . I i : L� L , I .7.­'� - 11 . I . I � I .1. , L , i I . , I L q __ L . . - . �� ,� ,�� e�� �, -,. ", , - ml­ , , W fy I : I L .1 I L I L I L I I �I :-- I . ,- � :11 . .1 L /. �L.';_� _� 'L� , , .- STRUCTURAL ONLY -- I . - L - - .1 -I I I L . ____ I 1: :1 - I � : I I .1 . I � 1. I - - i -Indicates The Direction"Of View t I. ... ..11`� L ,­� , �,_'.:, I � .11, z I - I . I I a- I 1. L. I I Mark' 'Ir , L I L L .11 � 1. L I . I L 1. L' I I I � ­ � I ­­ ­ I a I I . I I 11 , I . ' L � I I . . I I I I I `�­ . I . � � - 7, . I � . . I -, .-1 %,"�-�_. 11 , . . . I _L I . I - ­ � I - I - - I - L I � I .1 � I L 1 2 1 1 ,�., _,_ -� ­�, � .. . � I � �- - I I L, . _ r ' I . L Chord I Plate . Spline , Anchor Bolts I . Sill/Top Plate . Rim. I I : -_:: e I . . I I . � . , I I . .� I -1i ,- .. I . I . I . . ,� I I I I ` - L . I I L I ! I: L __ - I ,� -LI . I . - I I I -Scale: 118"= 1�-O". : � I , , - I L ' _`_�,' 1 1 . -::: "' , L I '- I I L I � I I I I I I I r L .. : - - -� �,, I . I �L NE _' ,�LW� - L-,- : �.L I , I I :-__ !�? ,� I I . I I I L I I., , '. I LO � I ' ' 7 1 . : I I I L I - r L. L . oXL I 1 0.148"x 3" . L � ____ I I �1, - .L . I I L I . r . I -- � L I . - . I I � . L . ,% I . L I . I L I I I I . : . p --- Lo I I I L L L. L L I I I 1 L . 11 11,�L - Walls 7, 0 &R'Not Used ­1 . L MS-i. - I Q I I I 'I'll I L ; 0 1 31"x 2-%" 0.131 2-%" : . 0.1 31"x 26%" (2)Rows SDWS2230ODB 'L . L :-:: q ... I I --- L � L I L . 11 I I . I I L I . I � : L L . I I . . � I I . 1 ... I I I .1 L L . - I : SW-6 L L 5/8"Dia @ 48"O.".L I Nails @ 6"o.a I I . r -7-- li . I V_ L .1 � I : I L I I . C-1 . T_ I I I - L � , I . I - I I . L .:, - . 1, �, . . .- I . I I L I L . Nails,6"o.c. Nails,6"o.c. - Nails,6"o.c. @ 16"o.c. I . . . I L I � --- IT- L . � . I � . I . "LL -I . I , L :::: I --- . I I L I I ' ,-�' L 1, �. L I . : I L I . . . . I I I L . I I I W Q I . . I . I I i . I � �L ' I . I I I .. I L L I :::: [� � . "I ::: -, I I I I L I . I . I L 11 I . I . L. I I I L I I I I � I ..,.. L I _N * M I l_____.------------------.---1------i I I I I I 11 L ::: I.' .1 I I . . L I . � I . . I L ­­ 10.131 '"Nails 0 1 31"x-2. I .. 1-1 � L -� ,: . I - ­.­ .1 . L I - I . I . . I . - �- I . I I . .1 L� . *, L ' . L L . ..I,, .. -1, : I -I<- I ____---- I I i . L ; :__: M I I - .� I � I � ; I � . L . � 0 *.-,-. 'x 2-92 -%"Nails 0 1 31"x 2-%"Nails,3" (2)RoWs SDWS2230ODB I L. � I ; - I I I 1. 1, L �,��� � . I I . :;- . �,,_ A -, , � ­---­] � .1. .1 - L I :,-- 7 I . I I I I . I � . .- I - . ' I � y.1 ::: L I I I L' . , I I 1 41 1 L L I I I - I � I L L 11 ,. L I I . I 1 L I SW-3 �,3"o.c.,3/8"Edge �"ox.,�3/8"Edge' o:c.,(23/32"Thick,3" 5/8"Dia @ 24"ox. A35 @ 9"o.c. L I . -_RJ i I I I I I L @ 6"o.c. L 1. - I � I"L I I I :: I^D5'., I . I I I I r 'i:; I L I L�1.1. �- . 1. I -, - I i �­, I � ? L I I . L . I I I . - , I , . ; I . � , L .. L I 1:"I I � - ' L' Distance I . Distance Wide Spline) I I L ., . � I I I I L : - �:_- - I I L. .11",-: I � I I� I I �I �. ,L . I L i I . 11 i - L _L I I I . I I I � I I . I � . . . L . . i I : I ­ i I I -� I - I 1 L i � L I I I L I 1.1, I . I . � % 1. L I I w . . I ,­­ ­_­�,.,�,.1 I L I I I � . I�­;­.1. t" ­: L % . .. . . I r -T [L L I __: I - . I I L . I I C , I L I I I ,, I I � . - I 11 � . , L L I I I . I __ J�p I I ,� --- I I L I I L. I . . L I I I I ! I 11 I - I I . I L. I I � I I I I I >- Z I ;M . "L L - I L � I i 11 I . ; I L � . I �� . L I I " I . t � � - I L, L I ,I . I % I I I � I . 11 I 11 L I 1. . I - . __ I 1. I I � --- L I 1. L . I I I I I I 11 I I .1 I I I I I I I I L I 11 1.I . L L . . 11 Im 1 . . . "Ill I 1. - - L I � . L L L L' I � : . Note:All SIP Waklis Shall Be Constructed As Type'SW-6'Shear Walls U.N.O. W I � I � . . . � I I , I ::: " L . L . I .� I L . . . . . .. . . I I I L +'L'�:�:, L . . I . L I L . I -- k I I I � . . I I I I I . I -- � L . 11 . I � I L . L . 1, 1. I . I 11 --- I L L I I L . � . I .. . I I L I " . . .I --- L L I - �, . . I L I LL . 11 ' "- L I i . . I I L L ---I . I . I .. . . I N" I I I 1 L L . I 1 ,;'�,,. , 1, � '� L I I � L I . - L ;� I I . L I -1 I .1 I I . L I . I � 1 I I � __ L� , ,_ t� L' , �I I I I L I I . I . W � . I I IL � .I... I . I i L .. I . I I I � - . . I � `41 I I I� I I �. I . L. I I ; � ] :::_-- Elec.Chase @ L 1 8-Ok s oor .. ' L I I I I I I i 1.i I L .. . ' I L 91 9 . I - . I I .. I I . I ..,�, . I -�� Z I I � I . �: 'L r . .. W . (Al I I I . .I I I I . � I : - . I L I . ' I , � I I I . I L L I . I L . I L I I I : L I . : L , - . ,, -I L I I I . � I . I I I . I L . I I . . I I .. . . � L . .I I I . I � I ­1 . L L I I o . ! 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I Q - - I I ' L I o- D5� Z r - I I n I -I'd L � I : : T (D- I I - . � I 10 I L I i . Irl, - . Z 11 L L __ . I (� 1. ) P�, I M --- D5 ,1, I I I I L I - N I I L I I L. I I I L I : - I I . - I� ! I I _-) _,]�' L . I L -� 'F X r 1� .. * L I - I 0 _� P6 .!�, I . I I I .1 I - L I I . I I W . � - I - I L I ,�,, I I L C . ­�l ) I I �00 f,i, f : l' . _�P6 L . F L � . I . L I !P6 . ' 11- . . I L :il I ��� , L I" L 1 N ,CO -N . L I . N 6-i 1, (0 , Co I ., I --- L L - X: ��P6 I -r L I , I I � - : 0) . L. 11 I � 1� I . _,�,4(O I � L I L . I : . , . I I ,,a. I � I, ­,,,. . Connect . X I I . 1i - , I L I h : X " L $ 1 1 L 'L .Nd I I I X ­ __ I . L I I.. L I L I I - I I I I I I L L . . , 0 , L - _r:.; L�� L I � - - I - I I . I I I I I ' ]I- . I . 11 � .. I - (Y- I � �t I :, L :P I � I . . 11 I I I . I I I S�k � 0. 3: :_-: I D3 L, L � , L F . I ,( - L�_ S-\t - - I - I : � I I 1, L I I -- L L L, Walls r . L I I -I L , I : ���"- L - L , . 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I I I I I . I I I 11 I' ll I . � 1. I I I I . I � � I 11 � I I I I 1. . . � I - I I I . I I I I I � I I � . I ,� 1 . . � I ­ I I . I � .. . I I I I � . I . I 1. I I � ata: Per ('2018-1t3u) ;�­. -, ­11 - .1 I I � I __ ­ .­V­­1­- ­1 I .- . � 1. ­ ­ . . ­ I-_4­1:1' __ 1. -1 I I I ­ - � I .1 1--l...­­ I - - .1 1. I � . . � I 11­11�1: - ­ .1 I . � - I Sealant Notes , �; ,,­ ��I"- I I I - 1 ­ ­ ­ _ � DeAgn D I � � ,� I I 1 . I � I 1; I 1 112 1 1 � . . I 1. . . . ....Smilbol Lemend I � I i I I I . .�: I � I I � I I I � . I I I I I I . I � I - I I � . � I I . � . � . . -_ -14 . . I , I I . � I � . . I I . I I . .11 I I I I � I I . I . I I . I I i I I I . � ­ 18.j; , Muru 6-1/2"EPS I . I . I � 1 ) All Wood to Wood Connections to be Glued & Screwed Ground Snow Load 25 PSF � . . . . I 1: � I I . . 3 5/ 6":tt Roof Panel(R-23) I., I . . �- E - I . I I � .1 . . I I . . � . . Centerline Electrical Chase � I � . 1: I . I . � I. . 11 I I I � i y I I � 1 I . I , I I I I I F . I I I I I I � I I i Edge of OSB Panel I : 2) All Wood to Foam Connections to be Liberally Foamed Basic Wind Speed I 1,30,MPH (Ult) . I I I I � I 1, I I . , I I I I � I . I � . . I I 1, I � I . 3-1,42"xll-7/8" - -_ co . � I I I I � . . I I I I I . Z . . � .. I I I ! I I � . I � . I . I � � I I I . Beam - 1111) .1 . I I . � . �, 1,t � I 1 3) All Foam to Foam Connections to be Liberally Foamed Wind Exposure Category C . I I I -_ I I . I I I . I I I I I . I--- � i r I I . I I 1; I . I I I � . � I I I - - - - - Rout line(Requires 2x inlet) . � I . . . I I Z . I I . r�_ .i I __ � -1 � I I . � � I II I � I , � .1 I . I I I .1, � . �, � I � � -_ . 11 . I . . . I I I I I I I . I I - I . . I ;� ` I I I I Bevel Cut(Hidden bottom 4) All Windows/Doors Should be Sealed with Non Expanding Seismic Design Category , P � I I I � t I I �R -� . I I � I I � . I i I I I I I I � I � -1 .1 I � I I . � ;: 11 I . . W ,, 3' " � � I I I I - I I I I . I I I � �, . �i I I 1i I I I I I - - skin of panel) I ' Flo 40 PSF , I - I I I I I . . :� I � 10 �' I I . � I . Spiray Foam Between Jambs & Panels .: or Live Load , . �. ­ I . I � I I I . I I .. I I �� , I I I . I � Irl- �. . I � I . � . I I I � I I I I � I I I I I . . I . - . I I - I � I . I I f 11 I � I I I I I I . . I I I I I "I I I I I . I . - � � I I I � . . I I . I I . I Plywood/OSB Keyspline 5) All Field Cut Penetrations Through Panels to be Cut Oversized Floor Dead Load 15 PSF � I I I . I � . I :i, 40' 1 1 I" I I I I I I .- I 11 . 11 � . . I I i . I I I .�" i I , � . , � � - ,;- . � I I .- � - , Tt I . I I � I I I � if Mi � I I : I , I � . .� I I I . . . . 11 I ��.1 I I I I , [` � . . ; I I I I I : I 11 . � I � . � � I I \ I - I I I (1 n.) and Thoroughly Sealed with Spray Foam Roof Dead Load 15 PSF + 5 PSF PV Array-Where App I licable � 11 I : V I . . . I I I � � I I I I TL I � I � � . � I , I . I � . I � I I ,.. i I I I � . �, 11 ", �, ���'. Z I I I I I . I �I . I . . �� . � I . � I I I I Roof Snow Load 20 PSF , I I I 11 I 1 I I I I . � I I . I I � I� Overlapping Wall, . . I I I . I � � I I . - 0 1 1 � I I k ! I I I 1, ... . I . � "I''. I . I I � � Panel Schedule: I I I I I I � I . I � .1 I �� . . � -. X I I I � I � � I I �I � :, I � I . I I 11 I I � I . I :!� I I I,�..�; I � I 11 I I I I i � I . ; 11 I . . . � I - : I � I �u I e I I . . . I I . ; I . . � . . $ � = ­s I I I I I I - .. I I § - T_� , I . � . . I � I � ­­_. ; . . I I 14A 1. ,�" I I . ! I I I I . I I I I I I T_ �V C . I I ; ��,�11�1 . I Walls: 6-5/8" PUR (OSB/FOAM/OSB, R-41 ) . I I � I I 1� I . I . I . � I �__,.. Post I . I � � I I I � I I � �� I I . -1 floo I I? � � . . I I I . � . � I I I �; . I ,_,"ZI I I I . I I �, I i I I � � I I I I ) I 00 � I . - 1. I I I ,i� r . '!: ' I I I � . . I . I - � I I . .. BID I I I ,!;. , , . � , 1� I . I � I � I ,� � . Roofs: 6-1/2" EPS (OSB/FOAM/OSB, R-23)(Double Keyspline) ., , � : I I � I 11 I � I I 1� I � I � . I I I � . % I � I I � I '��'111 . I I I . I i I I � . I - r I I i . 11 I �t I I . I I I , , � I I I 1: I . r, , ! . I . - . I 1� . f � i . L-3 Header I I � I . I - 1 -.0111111 , I �I - I '�,j � � I I � � I i I I I I � Zo 0 �� I I co 41JS . .1 . I I ", I . I I . . I I � . I I . . I I - I , . I I I . I I . I I � I � I I � I I - M � )� . .1 4j . I . � , I � I Fastener Schedule: , I . I i � - I . I I � I:: . I K , � I I I . Abbreviations . � I . I � � . � Ic I � , I I . I I I 1, I � . I I I � I I I I. I . I . . � � I � 1 1 1 . � VQ � er � % . � I '! �. I �, - I I . I . " . I __ I I I - � , I 11 I I . __------'--------__­­__­ I I I . I I ! I - - I I 11 I I I I I I � .I I I . I L_ ___j __��Opening) I I I I I 1� � I �- I I . _�_.C;��(Fiou T.O.-Crop Of...) � . . � I 1F I � � . I . . I � I I ____.­­___1­_. Walls: 8" HeadLok Panel Screws; By FastenMaster @ 12 0.C. I . I I � . . I I ji� I . - I Elec.Chase @ 18"Off Floor I ! - . .-.----,.--. I I I . � � I 4� . i I . � I I I I I I . � � I I I � .1 I I I - -(Panel Overhan 11 � I I I " � 1, � � . 11 �r,j E+E I . I I , I I I � .1 P.O.-(Panel Opening) P.O.H. g) � r I I I � � � -1 � -.4 (D I.� I I � , 4- E,-I .1 � I I __-' --' - - .__ I I � I I I I I I I . I I I j� I � � I I I . � I . . I . I � I I I I D.O.-(Door Opening) , B_0__.-(­B­y_*Others) Roofs: 8" HeadLok Panel Screws; By FastenMaster @ 12" o.c. I I . I P Lo � � ,� I I I I I �- ! � I I � I . ,� 11 � I J�, I � � I 1 '21 � I 11 I I ____.____,___-------------____.._ _._._.________. I I � ! � : I I . � 11 I 'y N I . i: I I . . I � . � I l � � er) I I 11 � � ; V i �r : . I i I I W.O.-(Window Opening),U.N.O.-(Unless Noted0th nMaster @ 12" o.c. � � I I . 1, , . � it I ! T.1 I � __� I r 1. :, _________________.__.___ Roofs(Valleys): 9" HeadLok Panel Screws; By Faste I 1; I I I � , 1. � I 9 ,� T_ -__ . I . I!, I I I � TO 2 318'r : � . , __ � I I .� � - I - I 6.O.S.-(Cut On Site) 1 P.T.-(Pressure Treated) . I 1. I 1 . � . I I I . I I � ! � . I I I I I I . I I I i I . +__4 -0 - _ _ - _Z: - _L , J� . Floor+2X- ,�, I C:) I ( . I I I I � I . I I __....�-,.-_ - , '4� I � � : � I � � �. I I I ­ 1 I - ­­­ , . . 1 1; I I "_ . ___ ___............-.-.-,---,--- I . I I 11 � � .. I I . 1 . � i�l q . . . - _�_ -_____ - -__­ - - . � � - - I . I �!� I � Panel Designation I I I Minimum Facing Connection � I - I ;1 I . I � I I i � I i�, . . 11 1/4"Sub oor On 11-7/8"TJI I� I N . I � � . I � I � . I . � - . I � I I j, I I � 1. I . I I Floor I ' � � I . � - , I .11 ,-, I . ­ . . I I , � . I (Panel Length Prior To Cutting) � I .1 Mark I I I I 1. I . � 4 I I Joi9t On 2x6-5/8"Plate 1 J4 TO. Plate +20-1 314" . .1 6 - I . . �; 1 Rim . I I I I � I I I I I --i I: . I I -(Electrical Chase Height From I I I � I ' 'I .Chord � Plate Spline , Anchor Bolts Sill/Top Plate i. - I I � + � . i! � . . ___�_,� IV I � I Nt ,� . � I - � . . I I -fl - - - - -_ -7 , I Bottom Of Panel) I I I � I I I � I- - I I I I � I I I : I� I � I I ;7 T, .i 2 I I I � � I I. � 0.148"x'3" ,� . - . . I ,� . . � I I . t I . STRUCTURAL ONLY I - 11�� �+ � - ­111 LO . I ., (2)Rows SD\A/S2230ODB . � ,4,� ., , I � � I . � I . ;�, . I 0.I 31"x 2-Y2" 0.1 31"x 2-Y2" 0.1 31"x 2-1/2" . I p + �i. I - � t � I 00 . ,. 1 I � �: .:� '.- .:. . M � . I � I I � ,,, I I . I I. I I a . I I I. I� .,. I � I 11 ; �._�13,. I,,.:, . �� . .:,., .......I . I . I I I . . 5/8"Dia @ 48"o.c. Nails @ 6"o.c. � ;� I I I -11 - � I T_ I ...". I . t I I 1. I � � ,ill I . 0 1 Panel Scrap Destimation I � I 1 SW-6 Nails,6"o.c. Nails,6"o.c. Nails,6"o.c. I . @ 16-O.C. I I - I I � 1 -4 ZO I � I ! I ... .. . (n +. M I I I � j � � I I I I . I I �. ��, I 1i I I . LO I I . Irl I � . I � � I . . �, I : ,`� .1, I NE , �%,� -A �� I - I � I I I .I � I I 11 - i 'I I N �_.. uj [�_ _­ I I I I I . I I I . I 11 11�' �' ­ , ; I �I I . . � . � I 1� I I . . H I I � 11 -1 I I f Q ::,� . y ! . I � � . 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I I 1'� it I L� I I X0 1. I I L I I .I I 1, . .I I I� I �i_ .. I . I . L �, I , IL I I . I I . . I � I ! ; L 1. C14 B I I I�­ -f� +IA06.728.9522 I ul of I I I I I I ! I L L . 1, . I I I . .. I I I N, I . I L I I I I . . L I L I t I I I I . I -+ ..L I :' ,. L, 11 .. � I �, I 0 1 1 1 1 0- L I. I L ;RI!L � . I I I I - . L. . I I 1! L I . . I . I . . L L I � I . . . : I I I . . I p . . 1�. . -� - I L I . L . -1,11 b�13 1 1 .t ,L . I I I . I I . L I L I I L - I I I I L I �,, I L -1 I I �t I ,� . L I I I I � A,E I I I . L I , . : , I � I I I .1 I I t L I I L I I . L L � I I I I L I I L 12 .. I I . . I I I L !I I I I I I L I I I" . I I 0 L I I I L I . . I " � L . L I 11 -4 1 1 - - - - 1'� . I I L P10 I I I I I l� L I � _ _j L, J4 TO. Subfloor+12'-518 I` ' . I I . . I L . I 11 L I L 1. .L - I - � � I W __ . 'I 1 04 1 . . , I 1. 'I I I I ri, . I . I . L 1+ ,. I 1. I I 1, . .1 1. I I I I L L . �� L I 11 D . I � I ED 71 L I I " ,, 'or, - �', L 11.11 I �, I I I I .1 . L . I I I _.- I . . 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L I . V I I I I I I I I � I .- . ; I .1 I I . , L I I I I I :, I L L . I I L I I I I I I I . I I � I iI I I I I I � I I I L . I . . I I I I I .I l� I I L I I . I I I i�, I I . L I L I I I . I I I L I I . I . L L ,� I L . I I L �1 I I I . I I I I L I L I I I . � I I I . - I I L I I I I I ,. I I I I I I L . I I � � I I L L L . I ­. . I I I I I �; . I L I . I i.� I L . I I I I I L . I I I � 1 I I I L 1. I L L I .11 . . I . I . �,t�I L I I L L I L . . . L I � � L . ,;I I I I � . . L. I I " I I I I L � I . I I . I 1 . - . L I I L I - I I I � I I L i� . . I I L I lij I - . 11 r I L I I I I . I L I � I I L I I I ­ I I I I . I L L L . I I . I I . . I . I I . � L L I I I . I .: I I I ,:E I I L I I . I L I I L 1. I I L, � I I I . L L �i - 1, 1 . . L I t I I L I - � I . . I . I L I I I � , I�- I I � , .L I I '6. I I I L I L . . � ol I I . L I I . L I .1 I L . I L I L I I . L I � I I I I . L I I 'r . I L I I . . I I I I !�, I I . 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I � I I . � - � ,; � I : I � . pI I I � . I I I I I . . . I � I . . I . , I I � I � ' ' . . I . . � . � I . � I I I . � I I I I I I I I I I � I I I � � __ .1 I I I I Des�qn.Data: Per ('2018-1 BC' �_ I. .. I ­­- . . � ­ -1 ��Itl jl- _ '.. � ",- . I I .I.. I - I I .. - 11 -.� ­ � I I I � I .�.. - � .I . I I I . I . � I -.Symbol Le-gend Sealant.Notes . .1 . ­ - . . . ­ I I—- . I I.. . . ) � � . I � � . � . '­ - .1 I I I .111.111 -.11 . . - . 11--b -1 � .11 � ... �. I—. .. - I 11 1-1. ­­ � . . . I " . - � I . . . . I I . I I I I I . � ­ I . . � I . I I I � I . I . I . I I I � I . � . I I . � I I � I ' ­­­ f�� -.''- Centerline Electrical Chase 1 ) All Wood to Wood Connections to be Glued & Screwed I Ground Snow Load � 25 PSF I . I I . I I I . � I . . I I . I i I I . I I I - I I . I I I I I . I I I . I � . � � � I . I I . . . . I . I . I I I I I � I � Edge of OSB Panel 1 2) All Wood to Foam Connections to be Liberally Foamed � Basic Wind Speed 130 MPH (Ult) . r � I I I � I I ' 'I � � I ,� I 1. . I I � I I I I I I I I . � I I . . I I � � � � I I . . I I I . I I C! I I I . � � . � I I I I � - - - - - Rout line(Requires 2x inlet) 3) All Foam to Foam Connections to be Liberally Foamed I . Wind Exposure Category I . � I � 11 I I I I I I . . I I . � I . 12 . I I I I I I I . I . � I . I I I I . : I I � . I . . I ___�� . I � ' . Bevel Cut(Hidden bo i ttom 4) All Windows/Doors Should be Sealed with Non Expanding Seismic Design Category �� BI . I I 1. .. I � I I � I . 11 I I 11 I I � .11 I 11 � � . � Muru 6-Y2"EPS 4 F18. I I I I . .. I � I . . . - - - I . I . I - I 1. � Roof Panel(R-23) . . I skin of panel) �� . I ; I - �' I I I . � I I . 11 3 5 16" : I I I � II - � � I I � . � I ' I . Spray Foam Between Jahnbs & Panels .. . � Floor Live Load , 40 PSF '� I I I � .� . I . � . � - 11 . 11 I �1. - � I � . I . ­ � I . - . I I �I I . i I I I I . I . . I I .I I . !22 . .- F_ .: -r\ 3-Y2"xl 1-7/8"Beam � I I . I � I I I . i . . I � � I . I 11 I I � LID I 1-4- " -_ I . I � . � I Plywood/OSB Keyspline 5) All Field Cut Penetrations Through Panels to be Cut Oversized Floor Dead Load 15 PSF 1 . I � I . I . . / ( . I I I 11 . I I I I I I � I I I I � � . . .- 11 . I � I I I I ­ I . . I � "r � I I :� -_ -_ I � 11 , . � � .1 I . I I � � : . (1" Min.) and Thoroughly Sealed with Spray Foam I .1 I I I %In- j!� Z I " � I , I! ,Roof Dead Load " 1 15 PSF 1+ 5 PSF PV Array Where Applicablie I I . . I , . I "I !P_ � I . ffffl i�. I I I I � I I , � I I I 1 40' 1 1 0 1 1 1 ! . .I I I I . I "I I - I I . 11 C . I I I I � I Overlapping Wall � , I . .Roof Snow Load I . 20 PSF .1 I I I .1 � .. I I I 0 � � I I . - � Panel Schedule: � I h I . I 1 T-611 1 . I li . I I � I I I . . . . - . . I I � I � I N '� I I I I i . I . I � . I I I I T L I I I I I 11 . I I I I 'r,"; I I . I . � .1 I � �i - I - � � I I I I - 11 11 , 11 "I ': I I I . I . I I i I . � I - I . 11�': . I � � I I I I I I I . � I j.'­ � I I � I I � '.: Post I ,! � Walls: 6-5/8" PUR (OSB/FOAM/OSB, R-41 ) - I I I � ! I � � - I 1, � .. i � I �.", � � - I . � I I . � � . I � L I . � . "' '; � I � i � I . �' I I � . I . � I . Iii . � I I . I � .� k - I ; I � . , I I � I . i;�. I � I I I I � Roofs: 6 1/2" EPS (OSB/FOAM/OSB, R-23)(Double Keyspline) � I . I � I I I I I . :1 . � � I I'll - � � I I . n I � I I � 71"", ' Header . I � I . ; I I I Z'v� I I I 1- I . � I � I I I I . I I ON . I . 1-1 � I� I I � I I "'.1 I I I I I . I_ I I . . I 'm_' i, . . . � I I I � .� I � I W I I I ; � Fastener Schedule: I � i I I . � I � ­ C '� I I � I � I I . . I � � I i� I I . � . I � - I I Abbreviations � I I I I I, � I � . � . . I :)"" ;.- I I : . I I . � � I . I I � I . ____----,..�.--....--.,.---.-.�.-.--���------------.---- , I . I I I .I I . I I � -.1111 - I � = vii., -r-- I I I R.O.-(Rough Opening) TO.-(Top Of...I I � � I � � I ZO I . I CO I LO 0 � I I � " __ 11 Walls: 8" HeadLok Panel Screws; By FastenMaster @ 12" o.c. I . I . I I L :1� I - M I I � - -1 I I 0-01, - I . I I I - - I � I ; . . . I I . I I I I I . K I I I , 00 I I � RO.-(Panel Opening) P.O.H.-(Panel Overhang) �.. I If . 11 ! . .1 TQ . I � I I I I - �.. 00 ; CDK�j I I I I ------- , I I I I 11 - . .�.---�.�1--�.--.-..-.--..--.--�.-..�l.- " I � I I � I 11 I I I I �. I I � ; I D.O.-(Door Opening) B.C.-(By Others) T Roofs: 8" HeadLok Panel Screws; By FastenMaster @ 12 O.C. . � I ! I I . . �IU . . ­ �� I . � � I I I . I cl)�__ ----.-.-"_.___._..­..­_.___ _..._________________-_ � � . I I . � . I I . I I � . I 11 ; � I . _11"I 11 W.O.-(Window Openin4U.N.O.-(Unless Noted Other) �' I I I I � . � . I � � . I I I 11�� I . I I � I I . I � I I I .� ; I I I � �. � ___._­ - Roofs(Valleys): 9" HeadLok Panel Screws; By FastenMaster @ 12" o.c. i L I _': -.4 to I � I ". ' C.O.S.-(Cut On Site) j RT-(Pressure Treated) '��. . I � i I I � � I I I . _. I � I . . I I I. I ' � � . 1 I I --.-------.....,.-.-.-�'..�---"��-.,�......­'_--­-.____­__ � I � I � I I � I I � P LO I . I � I . I � � I: I � � I T_ . I I � I I I . I � 11 - � I � � : I , I I . � . I I , � ; � "�' � � I I I Panel Designation I I . � I � I � I �, I 0 � I I I � I I . I I ! � I. . I T N . I . I T i 11 ; --- Elec.Chase @ 18"Off Floor � I . � I I I I ! � I n, 'k I . 1. 1, I � I � - . I I � 1, I - I -- ' T I I Al (Panel Length Prior To Cutting) . 11 . I I I 11 I . . . � I " � I � . -1 I I I .1 1­777, I 6 I I I 1. = � I " I F- E ---- -- E ­`:�,;- I I Cq ; I I I I I ] : I � I I � I - "I ,. I I I, ­ ,,. I � ��­­ .­' I I I I I .. . . I . I � . I . � I 1 8-18 -(Electrical Chase Height From 11 . Minimum Facing Connection I I I I : I I I I I ' � �_ I . I � I 11 I I . Bottom Of Panel) 1; I I I � I I i I I I �% - . I I I I I I 11 � 0) A3 � . I - I � � I . I I � I I 1 114- 1 Mark , ' � I � I I � I I � I . I . I I I � . � � . I � I � � � I I I . r I 1, :. I I � � Panel Scrap Desfinalion j I I Chord . Plate I Spline Anchor Bolts Sill/Top Plate Rim � I . I I I � I I I I. ­_ � 0') I I - � I � I . I � I - I I I I I I . . . I � 1�1= - - - - - or+2X-2 318" 1 1 1 1 . - I I .I � . - I � I � I � I j4 TO. Flo - ­ . I- . I --11 � . 0.148"x 3" 1 11 . r � I I I .. .1 . I - 1_____._._._ ,.-----T- ___­_­_­ ­-.1-- , - I I I .0 co , "qt - I I , � � I I � I I* 1. _j � M C:) ' 0.131"x 2-1/2" 0.I 31"x 2-%" � 0.131"x2-%" -- - . L I � I I I � STRUCTURAL ONLY I I I 1� . 7 � (2)Rows SDWS2230ODB � � � I . I I y LO � � SW-6 I� - 5/8"Dia @ 48"o.c. Nails @ 6"o.c. - . I . I I I I I I I � . ! Y4"Subflocir On 11-7/8"TJI . I . I . � I�. f ) uj co [�_ . � I � - Nails,6"o.c. Nails,6"o.c. � Nails,6"o.c. , @ 16"o.c. � . . . . I . . I : Z a) LO I I � � I I I I I � I I � I . � I 1 Floor Joist�n 2x6-5/8"Plate I .. � I I I I I 1. I I I . , I I � . �. ; � 11 . . I I r I I . -.4 ZO j4 TO. 3141F %. � - M '-, I . . � I . ­ I � I % I . . I I I � I . I I­------------l---------- NEEF ,.. . I - � � � ' I I I ! I 11 I � . - I I I . y S 1, ... 0 T_ . i I I � 10,�31"x 2 /2"Nails,0.131"x 2-%"Nails,0.131"x 2-%"Nails,3" � . I I I . � . . � H (I v - - +- - - - I 2'L :3 (0 ' � . � (2)ROWS SCIWS2230ODB I : I � I I . I � � , . : �.' � r�. O.C.,; . 3/8"Edge o.c.,(23/32"Thick,3" 518"Dia @ 24"o.c. A35 @ 9"o.c. I L I I I . I I � I .I I - � �. IAO ­:­.' a ,� SW-3 /8 Edge 3"o.c., I � I I I I :� - . . . - I ; � I @ 6"o.c. I I r I � � I � I M � ' I . r 11 Z � � � I � . � � ' � I I I . . . I Distance Distance , Wide Spline) I : I �: 0- I I I I I I I � . I U) T­ � .. -- "I, I I . . I � I . � � I -1 � I . I I I I � .I � . � � fl! I I I ,. , ..: .I- .1..q < - - � , 11 �' 1. I I I I I W � I I ;., .. ,� - :r LL � � 11 ­ ­1 � .1 � I I 111,1� . I I . . S : � I . . .1 . I 11 I . � N I I �'.1 --- IL �� I I I I . � I . I I I I . : � � . � . -1 I - * : .'-,I.. I �< I ce) I I � I I . I ,� � I . .J � . I I I A . . . � I I � -6'Shear Walls U.N.O. .� I ; I . I T_ I � . "I � ; I I ..: C14 - I Note:All SIP Walls Shall Be Constructed As Type'SW I � I I I . I . � � I "I :11, - =) " C') C) CD ,� I I I I I . , k I - I . t I I I I � ; � � I � .1 . "I r- I I I I � I� � I I � � .1 I - I I � I , ... I I U) I I . � . C) I I � I . I � . I I � I I I . � I . I I I ,[I 11 w 0) .I--1.1, I . I I � I I � I . I 1� � 11 I I �� I ­'. --# CL . 1� I Z C) _j . � I I . . ! I �' I I � Lu . I ___% - W � I ''.. .' � I 11 I � I � .. . I I _' - . , C\I � ,� I I I . I I I - I i � I I I I I I I I � I Y^D5\., " � 1219 ..: � I � I I I I I � i . I I . : - .I � � I - � I I � � I. I ,.�' _j Cq - I I I I I . I -'�Sr ­e 1. I..".. 4 Cq I :' I I � I . . I I I I 1. . . 4"I (I (' : � . 1� � I . � . I I I . .- ,,, . I I I I . � I ,j G I : "'�' ' $_ I . � I I . I I I I :fl- jZ;' . '� I . Cr 0*) � I � � . I ; I I I ' I � (a .. I 1[ 11 . I I . I � I 1. I I I �� I . . � � I I . 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L I I � I . : I I L I I I I I I � I I � : No- I . L . '!-'I t . . . , ,L L DI I . 11 I I I I I . I I I? I L I I . Ir Missoula,MT 59802 L I I . I L L L ; . I L I L I I . I . . I I . I I J�"'L� ') . I . . I I � I I . I I . I I . I 11 Z�4- B . I . I I 11 I LUO 1. I I i I L I . I I . I 1 .7 P6 . +1.406.728.9522 L 1� I I I I L . I I i I . � I L I � I !1. � I I . : I .1 I I . . I I . . I L . . I I ,. I ­ L I , . L L. � j f ji., , I I !Z�! L L - . � I L' I I I I I L I I � I I I � I * I � L I L 1:1 I . I . I I I . I � I I . 11, I . L I I ,j E . I L L I I '�. "' Elec.Chase @ 18"Off Subfloor I L I I T­ L L . � I I L L t I I L I . I . I � I I I 1, ,r I ,. - I . I I I I I . I I I I ; I . I L I � 1 -.41111 1 L &n L ; __ L . I W .Q I - L I I L . .I I L L . I I I I . I -1�- E , - E --- E -----" L ,� M I L I L I 11 I 1. L . . . I . I I . . I . 1. L I . I- I R . I I I I . � I I I I . L 'L I I I I I I I L I ­ f'.�'I L I . L L L . . I I L . i� . . I I I I I L I I .. . i . L I L . L . .I I .1 I . I I D . 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I 11 L L L ; I I I . I L -1� . I .L 'j, I I I I � I . P I . I I L I I I I L . I I Simpson , � . !. r . I I I I I . I L L I I I I I � I L L .-1 I I . I '�I! L I I I I . L 10 I I I I L I I I i . I I I I I .L I . I 1. . . . � � L 'L I 11 I I I I I . I L . I STHD14RJ -_,,., 4'_6 5/8" , -, I . I . i . I . i I I L I I I, . I .I I I I I . I -� ., I I I I a) . ! . . . I I I --I I I I rap I L I L' L I .L ,_�" _ . I I I . � L �' I I L Wa 11 st ,�, r W. I L L I L . I :� . I . I . : J" L I I I I I . i. . . ,: I � I L L I . IV . Q L � I _�� I I I I . � I I I CA I i . I . L L I � I - L 11 I . I I I � , � - I L I . I L L I I M I L - �___' I . I L L L I I I I L I I I Wa 11 V r I � I I L I 4 I I � L IL �� I I "'L L I I I L I I � I 11 I A -Indicates The Direction Of View L 1, L I :3 L I . . . I I I L I � I . I I I I 1. . . 11 I .I I I I I . 11 I L I L I I � I . I I ­".- . I I . -1d I I I i[ I .�"_' _� . I 11 : . 11 I I . I � I " I I � I I 1.� -I L . . I .L L IL I L L I I I . I L I I . 1. L I -Scale: 118"= I�-O" I - I L . I I L L ­_ I 1. I I . . I (a I I I . . . I J� 11 I �' .��­ I . � L I ---I"- I I I I L 06 I 1 I . I . � I I ' L L I ! L I L I I L . � I I . __1 I I . . . . - I I . I I L -1.1,_ . I I I I I I L I- Walls '1,0 &R'Not Used . ON THIS LSIDE OF THE MILIDROOM THE SECOND STORY IS AT ELEVATION -2 3/8"AND NOT+22'. 1 . 2 I . . � I I I " I I I . . . L . . : 1. I� I L L . . I 11 +23' L . I I 1 I -I L �. I L� . . I I I L . I . I I � I I L - I I 0 �, � I . I I I L L . I I . I . I I I . I . �; L' L L L I p L I L L I .I I .I I I a) (D I . I I I I L I k I .I . I . I L 1,�' L 81 1 1, 1 81 - I . I I � I . . � , I . L L . I . .5; L. I ] L I �.__... , L I 11 I . I .LL I I ': I L I I I . i . , . 2x6-5/8"Top Plate . � . I . . . . L L I I . I 0) . .1 I . Door . I . I L L I I I L i I I I 11 � L I I � . I . I I . I . � r_ . I . L I . I = , k I L . . I I . L i I I . 11 L I I IL I I . I . L - I . I Z W L . I I L 1 64 TO. Pla I L L I I -f-a I L i - . - . I __ - . - te +32�-3 11211 L I ; � I I I . I - . I L . - - . L I . I I I L - - I 'I-lj��- - - . � y . . . ! I ­ - - ­1 , I- - - - - r 1. I . I . I I " �.. ..I � :____- I . ! . . I I . I . I L L I . I L I - I . I I . i-,:: - - - . . . 11 I I 11 � - -­'�� �' I ---- � . L I L I I I -1 . L LL . . , 21-511, . .41-311 1 21-411 X-2 5/1 6" , � I I L 0- ' ::__I, I -� ---- . I I . I I L 1 41 LL i......I..... i�i�'&i $ 3-911 � I . I I . . :::_ I I I I L L I L , I , ' I � - I . 11 I I W . . � I . I'll . L I I L I I I L I I I I I I _'L % I I I . I I I . ---- 1. , -W ,- , ;2::: "" I . ---- � I () I I I I I L) W a) . I �_ (3"Rout) , ei I :--- I - L L L : � L I I L ;. ' � I I _::: I L I Window .. (LWindow :::, 1� 11 'k"! I ...I ' . , I I I L I . (n � W L �4 :::: I � I . L I . (3)1-Y4"xl 1-7/8"LVL Beams . I . . ad ,a (D I I . . Ffff . L I L I . I . . . I L uj I I __ I . I ' I j . ---- 2x6-5/8"Top Plate I I L I ! I I I 1= . L I _--:: � . . 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I ::--: I I L i I I .L I I " I -_ - L- I ___ I I I I L o:_ . I I -_ � I C?Q� Wall'P'Overla I. (D L 0 . . ---- � IL : Z I ; I I . I . I L IL L w N,. I 11 __:: I I I _j I I 11 p . I . ­_ I . I I - - --- . . I � I (D I- I j(D - 1. I I REVISION TO DOOR . ::-- L . I I Z I L . ____:_ I L I L li M 0 � :::: . L A I -011 X 4'-1 1 3/4" :-:= I . -___ ; I I I I I -;I . I I . I . M 11 I 9 I I L I . L - " 51 1 : S�k L I I_::__�_� I - . . . I . a"I . " I I . :_-:: I I I � L --- I . . .I a 0- . I -::: I . I . . -'� I I I L __ . . . I . .. . ---- L ---- I I 6Z, L . R.O. I . I I L L I I . I Z I I I ---- " I I I I I . I --- 11 �� L- :::: I I -. I L I V I* !22 L L I . - -_ I --- I L I L I 1: r L � . I . I . -:: = L I I . . 1 6-5 1 -, 5�� L I , � 0 "� L WaII'M' C0 C: I I :--: tj- 5/8"' , I I I L "I . 11 ... I ,--- � :-, L I . -6 5181 L 1�8 8/4"[I 12'-6 114 :Ll[V-8 3/4' 1'-55/8 - - . I --- . I I R.O. � L I ---;-.71-Elec.Chase@ 18"Off Floor . I . -: I ; I L I I I I � L 11 1� . . L __11: . . --- ____ I (O . 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I - I L �_'_ .1 L -, , � r I ­ -1 12�% 1 1 1 L I . I I I L I . L 7 L L 11 I REVISION TO I I . . . I I I L . I L I . I I . I I �' I . L I . . L � I I I I I I L L I I I I L L . L -_ I I '�� 0 W M I L L I I I I L . L . I . I I 1 SW-3 , I L . I ' I I �­ . I ''I . I .'L L I. ! I ,. SW-3 .q , I I - I I . - .I- L DOOR R.O. L . . I �m I )� . . L .1,7- r L 11 � I L . I , - I I I -_'__ L ___ _ ,. : I I L I I I L I L L Z � Z L I I I L L . I I 11 1.11 I 1. -'� L.I.,''.1. L, I b �.I- . - '% I 11 . I I I I L -1 " I 1. - I I . -1 L I . I I I I P3 I . I . i I I I I . I I I I L I I L . I I 11 I . I I I I I 0 9 , Lu L I '� I I I L I I I � I I �� . . L I I L � I .1 I . I . I . I . I I I ' I L I I I I . I � L .1 ,, I I I I L I . I I . 3: r I . IF . I I . I . I I I I i I ­ I L I 'L L I I I I I I L I . (0 11 I � � . . I I L I I I I I I I I I I I L I. I I I . I I L L f. . 11� I I I . L I I I r I . I . I I . . I . I I . I 1. 11=f > I . I - . ; - . . I I I " 4 L L. Wa// 'K' I . . I I I L . I , Wa/I V �.' . 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I � �' I .I __ - L _.__­__.______--- _�_ . __ � - __ -, , ___ __ ­------­L­___­-'­-W-_� _ _­_­­ .. 1. .�­'-'_­----­-­­ I " L* '' �- ___-T Lj - � I -1 __ � .1 . � __­-- . - L- I ­_­ , - . -1 - I- ____11 L L. ---------- - I -_ I I L "I _­_'___ � I ­_­_____.__'­-_­ L .1. __ , - I I-,f'� i ! . � I I ______ __ 40' Symbol Legend Sealant Notes Design Data: Per ('2018-IBC') Centerline Electrical Chase 1 ) All Wood to Wood Connections to be Glued & Screwed Ground Snow Load 25 PSF ---- --- Edge ofOSBPanel 2) All Wood to Foam Connections to be Liberally Foamed Basic Wind Speed 130 MPH (Ult) - - - - - Rout line(Requires,2x inlet) 3) All Foam to Foam Connections to be Liberally Foamed Wind Exposure Category C Bevel Cut(Hidden bottom 4) All Windows/Doors Should be Sealed with Non Expanding Seismic Design Category B ZO ► Skin of panel) Spray Foam Between Jambs & Panels Floor Live Load 40 PSF - OQ = M K T7T7�T Plywood/OSB Keyspline 5) All Field Cut Penetrations Through Panels to be Cut Oversized Floor Dead Load 15 PSF 11 (1 " Min.) and Thoroughly Sealed with Spray Foam Roof Dead Load 15 PSF + 5 PSF PV Array Where Applicable P ED Overlapping Wall Panel Schedule: Roof Snow Load 20 PSF �N o J -- Post �,j Walls: 6-5/8" PUR (OSB/FOAM/OSB, R-41 ) Roofs: 6-1/2" EPS (OSB/FOAM/OSB, R-23)(Double Keyspline) ! Header Abbreviations Fastener Schedule: H I 1 � col I (Rough Opening) P.O.H(T(Panel Overhang)1 Walls: 8" HeadLok Panel Screws; By FastenMaster @ 12" o.c. - -- -- -v ► `r) ID.O.-(Door Opening) B.D.-(By Others) Roofs: 8" HeadLok Panel Screws; By FastenMaster @ 12" O.C. "' S N W.O.-(Window Opening)u.N.o.-(Unless NoteeOther) Roofs(Valleys): 9" HeadLok Panel Screws; By FastenMaster @ 12" o.c. C.O.S.-(Cut On Site) P.T.-(Pressure Treated) e- I I - - .G p Panel Designation r- Al8 (Panel Length Prior To Cutting) 8-1 �--(Electrical Chase Height From N I q�� Bottom Of Panel) j LL i Panel Scrap Destination d M CD ZD 5'--2" 4' 4' 16-10" 10, �A F I Z 0� L Window Window Window Window • r ' 0 V x 9'-10" 4"�_ 9'20' -10" Z A,— k T c` ( F- Q LL io I s Q CY) N B ! C)3'/2"x18"Ridge Beam B.O. - � �E n Z CO C) J NWN p NLLdj ;s 71 X U) O I Ir 24' 9' 20' 20' -- 4 4 N 0 Lo o l I Z w a: Z' 12 �Ui 1 �I I I \4'\ 3 (Nall iT\en- ` W I I Ioy 6- Z 15 51.34° / I U O Murus 6-'/2"EPs STRUCTURAL ONLY w °� _Roof Panel(R-23) -Indicates The Direction Of View Io0- 3"Rout Scale: 1/8"= 1'-0" Q� NEB11 g - T.O. Window+40'-4 7/8" - '(�I Walls 1, O & R Not Used �P �MS �N \ �� i / �Q JIW` W01 \ N . oa I N \vl \ r r, i era a � W 1' } I ,R'jCID IN IY \ /J �AgOF 91900NP�, (� This beam will be \ YY �55�0 / m m Minimum Facing Connection flush with the joists, / 7'_ 5/8" �l I 4'-4 3/4" h 7�_g /8" \ Mark ° Chord Plate Spline Anchor Bolts Sill/To Plate Rim cn so no need to notch / _� R.O. I h \ p p Q the SIPS / _ _ \ 0.131 x2-/z" 0.131"x2 /i' 0.131"x2 /:" " 0.148"x3" `J I - I `" Elec.Chase 18"Off Floor ' (2)Rows DWS22 OOD I - - I @ SW-6 5/8 Dia @ 48"o.c. B Nails @ 6"o.c. 'Lushil 1�� - ,- - - - Nails, o.c. Nails, . .1 N 'Is 6" N 'Is 6" Nails,6" @ 16" to 0.131"x 2-'/2'Nails,0.131"x 2-'/z"Nails,0.131"x 2-'/2"Nails, 3" L ^, l I \ SW-3 3"o-c.,3/8"Ede 3"o.c.,3/8"Ede o.c., 23/32"Thick,3" 5/8"Dia 24"o.c. (2)Rows SDWS2230ODB iei 'ell ,11, (T W 31'/a"x14" _ _ 9 9 ( @ @6"OC A35@9"o.c. D10 w%(2)'/<<" / - - - - - - - -i - - - - - - i i- - - - - - - - - - - T.O. Floor+33-4 1/8" Distance Distance Wide Spline) 3065o Railroad sgtr t,Suite 104 � �I � L. P10 Steel Plates 3 n +tAo6.728.9522 Z W 2x6-5/8"Top Plate /a Subfloor On 11-7/8"TJI - Note:All SIP Walls Shall Be Constructed As Type'SW-6'Shear Walls U.N.O. Flitch Beam Floor Joist On 2x6-5/8"Plate 32-3 /2" a`> r , -- - -- -- - -- --- ------- - - - --- — --T--- ------ ---------- --- ---- - --- -- - - - d V i -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O. Plate 1 -I - I - , ,- - - I- r4 sc5ii"" trs'•.. oo� j I I I I I f I I I ( I I I 4' I - _ M1 - - - - - - " N'I_ T.O. Window+31'-3 1/8" w 05 1 ! +� 00 l I - 11 4 I T.O. Window+30'-9 1/8" 1 m ! V -4�- M G I � i i C o o1I O I I o D11 iE 2xs 5/8"Top Plate N I I I °� O I I B1 I I O I I I I I �I I °p I� I V ^, P10 I o I � W ' v W N I II'o I ._ _ ., r, LI Ir-- -- --6'-9 1/8' aII 6'-3/4" Ila 6' 11 5/8" - - _-_ _--- - - --�, TO. Plate +27' o o ! • I r I I Y M 1 3'-7 5/8 3-3/4 - 3-3/4 1 3 3/4 5-6 1/8 I I R.O. R.O. R.O. R.O. TIrn - i - v r c c I I l Wall'Q'Overlap W ; �y 00 11N 01 10 01 a 0 10 11 IIo YII - IIY00 to o a a s a a. a m - co W I LO I m Z ! j -a-+ Ila (01 - - - 11D(01 - - - - IW'DI - - - - I'x I I I li- z NX M r _ '^ ! Co N N N N_N N C c- I 1(v T; I v, r _ to I IN a I I I"� I I Ir I I I I I I I N 1 00 YII 1IY o M ^ CID I Iv ( I I I I I I lv o I I I I� I _ I Elec.Chase @ 18"Off Floor •U •U I I I C� I I I I I I I I I I I I� NI 4' 1 h I -- --- ;r -- ^ --- ! .. ! ' 1 I I I I I I I - - - - - - - - Elec.Chase @ 18"Off Floor P6 Simpson MSTA49 Strap(Typ.2-Places) Y I U O I I`" V V I � -- � - _ r= -I I I - --- _ --- - - _ _ - 2� w L D4 IIII I `„ - - - - - - - - T.O. Floor+2_ O Q) IN II [ I Ps II II II III III I , n Subfloor On 14"TJI Floor 1) , d -- - - - - ( - - - -f L - - - - I J I- - -! - - - - - - -I - - - - - - - - - - I - - - - - - i iL - - - - - - - - T.O. Floor+23'-2 3/8" Joist on 2xs-5/8"Plate 1 c ------ ----- - - - _ -- I Z _ Subfloor On 11-7/8"TJI '�. T.O. P/afe +22 1 3/4 ----------_- -{ ---------- ------ T�' Plate +20 9 1/4 - W ; i Floor Joist On 2x6-5/8"Plate �_ I O -- - --- ---- --- - - -- ------- - — --- 4' IT IT -- - - - - - - - - - - - - - - - - - - _ _ , w/(2),/," )11��c9'!."1uLHsadec(19.4�" - I ao -(3"Rout) III i ... •. _ - I I I 11 M I ) - steel Plates (I I .. - l3"Rout) 1. I I 3'-6" l`I r W od ! j 1 4 I 1 Flitch Beam oo cv (•I o lY II II Imo , 4' fl l) P oI II II ! C ! U) o 'o I I I I I 'o N 'ooI I Wall'Q'Overlap j Il �If H1 IImmli - - - - - - - - - - - - - - IIo: r o W N1 I I T.O. Window+19-1 3/8 a � Connect C) No Corner Walls I I I 2 0 0 rn o �p 62 o N d o - all I I°- all M O I la to of I w/SIP Screws o. Connect Corner Walls 11m Illlr (2 � � a r wj iZ o, rn m rn _ - @ 6"o.c. I ml I w/SIP Screws @ 6" Z 1 Connect Corner �, cl I I I m �I I M I1 .- I co (Per'D5/P6') x: o.c.(Per'D5/P6') m j Walls w/SIP I I �I I cYo o '(1, � ; Connect Corner Walls w/SIP I d06 j Screws @ 6"o.c. IIo o ^I I I ^ I I I(° NI I 3„ 9'-3/4„ 3„ I IN Q al l @ ( ) I I D5 I N _ Screws 6"o.c. Per'D5/P6' (Per'D5/P6') ct> =-11 1 = I �I R.O. IIv cx `xll e' - _ U IIXoil _ 1 1I� ° , °°' -- --- - II. - - - r- = Ih- i= I D2 P6 - x 0s �s III N M Y p - : -- --- - A „ P6 I vJ CO °0 ll 11 --- -- NI I I IN 11 I I� �I l I I 4'' tl I l X Elec.Chase @ 42 Off subfloor @ Z D3 � I Iv v ( I 1 I I I IN I _. Elec.Chase 19-/2"Off Slab Z Ps II IIv I _ - L - .j:H-H c .I 1 l I I I I I I 11 I I I l I 1 �. Elec.Chase @ 18"Off Subfloor 2x6-5/8"P.T. Plate III ! A -C - --- W I l - --- - _ _ - _ - 1111 E - - ;_ •I. _ _ _ _ _ r t- -- l I- - t. -1- - ~ --- --- - - .: T.O. P.T. Plate +10-10 1/2= ,r i - - ---- -- m DRAWN BY: I PROGRAM BY: 11 it P10 _ ,� T.O. Foundation Wall 10 9 '_' o NE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i- - _ _ - I _ i IL _ -1 I - - - - - - - - - - - - - - I 1 - - - T.O. Subfloor+12-5/8 5-6 6 5/8 -a — --1----------- ---- -- I Strap Hold a l REVIEWED BY: PROGRAM CHECK 13'-8 5/8" 5'-3/4" '-5 1/8'�,-__ 5'-6 1/8" 9'-6 3/4" 4'-8 5/8" Simpson 6'-5/8" (Per'D22a/P5') Wcu ;._--- CC !, ° R.O. P.O. 0 0 v STHDI4RJ Strap o 40' (TYp 2-Places) DATE: 02/04/25 -- ----- 1, Per'D22/P5' I I Nq ' ! SCALE: 3/8" = 1'-0" (U.N.O.) ( )liDoor Window Wall P 16'-3" 14'-3" 9'-6" u. a 1 N p o l DRAWING NUMBER SW-3 o I cn ! w Wall ` I' o ' } Z ' P �o m W I I to S I 5 1 -------------------------------------------------- — ------------------------------ w ! rI 4i Symbol Le-gerid Sealant Notes Design Data: Per ('2018-IBC') Centerline Electrical ChaseII 1 ) All 'Wood to Wood Connections to be Glued & Screwed Ground Snow Load 25 PSF Edge of OSB Panel 2) All 'Wood to Foam Connections to be Liberally Foamed Basic Wind Speed 130 MPH (Ult) — — — — — Rout line(Requires 2x inlet) 3) All Foam to Foam Connections to be Liberally Foamed Wind Exposure Category C Bevel Cut(Hidden bottom 4) All 'Windows/Doors Should be Sealed with Non Expanding Seismic Design Category B Skin of panel) Spray Foam Between Jambs & Panels Floor Live Load 40 PSF Plywood/OSB Keyspline 5) All Field Cut Penetrations Through Panels to be Cut Oversized Floor Dead Load 15 PSF (1" ('Min.) and Thoroughly Sealed with Spray Foam Roof Dead Load 15 PSF + 5 PSF PV Array Where Applicablie Overlapping Wall Panei Schedule: Roof Snow Load 20 PSF Post Walls: 6-5/8" PUR (OSB/FOAM/OSB, R-41 ) 2X6 5/8"Top Plate Roofs;: 6-Y2" EPS (OSB/FOAM/OSB, R-23)(Double Keyspline) - — — — — — — — — — — — — — — — — — — — -- — — ------ T.O. Plate +271 Header — — — — — — — — — — — — — D11 Fastener Schedule: Wall'T'Overlap Abbreviations P10 R.O.-(Rough Opening) T.O.-(Top Of.. Wall V Walls: 8" HeadLok Panel Screws; By FastenMaster @ 12 O.C. P.O.-(Panel Opening) P.O.H.-(Panel Overhang) Overlap --T D.O.-(Door Opening) B.C.-(By Others) Roofs,: 8" HeadLok Panel Screws; By FastenMaster @ 12 O.C. C)lW.O.-(Window Opening)U.N.O.-(Unless Noted Other) Roofsl(Valleys): 9" HeadLok Panel Screws; By FastenMaster @ 12 O.C. C.O.S.-(Cut On ---- Elec.Chase @ 181,Off Floor Site) P.T.-(Pressure Treated) Panel Designation Al (Panel Length Prior To Cutting) 1 1 i C:) (Electrical Chase Height From - — — — — — — — — — — — — — — -18 A3 Bottom Of Panel) Floor+22' 1/4"Subfloor On 14"TJI Floor STRUCTURAL ONLY CV Panel Scrap Destination Joist On 2x6-5/8"Plate Q Nl__ — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — M�s Minimum Facing Connection — — — — — — — — -- — — — — — — �.O. Plate +_20�-9 114" 0 IVAark C:) C7 Lo 7 _j ce) W Chord Plate Spline Anchor Bolts Sill/Top Plate Rim 41 Z CO 0.13 1"x 2-V 0 148"x 3" Cfl SIW-6 0.1 31"x 2-1/2" 0.1 31"x 2-Y2" 5/8"Dia @ 48"o.c. (2)Rows SDWS2230ODB ' 1 4.0",%fl 0 Nails @ 6"o.c. T­ a: LE—" X Nails,6"o.c. Nails,6"o.c. Nails,6"o.c. @ 16"o.c. Z < +4 T LL x 2-Y2"Nails,0.131"x 2-112."Nails, 3- -/2"Na (2)Row co Edge 3"o.c 32"Thick,3 5/8 0.131"x2 Nails,0.131 Wall Q' SIW-3 3"o.c.,318"Ed o.c., o.c.,(23/ Dia @ 24"o.c. s SDWS2230ODB A35 @ 9"o.c. Overlap C:) Distance Distance Wide Spline) @ 6"o.c. Wall'T'Overlap (j) CY) V) Z I sk 0 C) Lu Note:All SIP Walls Shall Be Constructed As Type'SW-6'Shear Walls U.N.O. _j N C"o rtr .2 0 0 Z Lr) < uushl 0 X C:III o ­4 0), 1Z C: lerreff, Uj 0 306 W Railroad Streett,Suite 104 1-- 6j i. Missoula,MT 59802 0- Z +1,406.728.9522 0 LU 06 r 0 Elec.Chase @ 18"Off B.O.Panel Qf 6-6 ' d 11 51-61 51-611 6-611 Window Window LO Window 4" — — — — — — — — — — — — — — TO P T Plate +10�40 112" Strap Holdown IF 3-1/2"x`18"Ridge Beam B.O. (Per'D22a/P5') 5/8 TO. Foundation Wall +101-90 32'-10 3/4" 65) 2x6-5/8"P.T.Plate W C: 34' Z Wall 'IS Q 12 L N>1 ��L 06 10 39.8- Murus 6-Y2"EPS F (0 Roof Panel(R-23) This detail Win have (3) 41 41 2x6 stud in some locations (D C) 2x Inlet Nailer (see mark-ups). Will that interfere With the long 0') Z W panels crew through the 0 L Fill Nail Holes w/ J# (D 8d Coated Nails @ 6" o.c. panel Could we use the a (3"Rout)L .148 x 3-1/4" Nails (.131"o x 2-1/2") be w (2)01 eZW V24rjl_.) detail ' lo and place the 0� portion 0 Ion panel screw through 06 (D Ul 4- T.O. Window+30�-314" A of I Al 0 the 2"gap;?The 3/41' Panel Screws plywood would be used as _C: p I LO a nailer fo the siding. 0 0 UJ (2)2x End Post G C�l 11- 0- f Glued /,,Panel screw _0 & Nailed Together(Le • m Q rigid foam I/ < d (Oil Into Panel 3") X X i 1 3/4"plywood I U) #4 rebir I I W C? I Z screws Z Zo 3' 6 3/4" C*4 ---through (D rigid 0611 P.O. foam Section B U) (oil Tl— CO 2" 3" NII I IN (D 4l'-11 5/8" T-3/411 121-2 114"N 31-3/4" R 2'-2 1 CO 31-3/411 4'-11 5/8" R.O.R.O. R.O. Elec.Chase @ 18"Off Floor C/) C: F from Murus SIP Panel _sd M Uj 0 0 Lo -'10(k > 0 0 04 Simpson MSTA49 Strap(Typ.2-Places) (D• (D Simpson Holdown 0­1 (D - - - - - - LJI - - - - - Z. TO. Floor+22' ��+4 Z 1 41 1/4"Subfloor On 14"TJI Floor Holdown Connection 7/16"OSB Packout JD 2 2 I ;I- i IZ W Joist On 2x6-5/8"Plate (Both Sides) 0 TO Plate +20�-9 114" Scale: V-0" _T — — — — — — — — — — — — -- — — — Tij P�5 -_V-11,I J 2x Nailer Let Into (2)2x Nailer(Let uuj) Panel %" Int o an 3") LO Murus 6-5/8" PUR Foam Sealant 2!! I I Studs In Panel @ Wall Panel (R-41) W T.O. Window+17�-9 314" 0 0 Holdown Section A < 04 0Z$ 0 WO 1,1 8 III =3 WS 0 0 C:) P 0 (14)SDS25312 Screws C Ln Connect Corner 11. Ila Connect Corner Walls w/SIP Staggered Into Studs 0 0 1 W t Lo 'n 2x6 Inlet Nailer 0 0 C\j Walls w/SIP a Screws @ 6"o.c.(Per'D5/P6') 3"Typ. 0 (3) 7/16" 0 Holes Through Z 0 --- I I— — o[I 1101) 1 1 — Screws @ 6"o.c. 'on C?C2 G&S To Subfloor 3/16" Thick x 3"Wide Exterior OSB Cavity Ca 1 0 CY) (Per'D5/P6') 211 11.9 Per SW Schedule CL �X C,4 (�, L co 0 I'll �i Steel Plate Fill Nail Holes w/ 0 X co 0) Fill Cavity With Foam X X 0 Q Sealant Through Holes U) X 0 0 C\1 X 1011 1 Ito I I I T&G Subfloor 8d Coated Nails Per SW .148 x 3-%" Nails W U) T — — — _T 1 0 0 B.O. Schedule (Both Sides) 0 II III III II Ps 'b D U) 131"o x 2-1/2") 0 0 C B I B noo Z V) Floor 0 0 a) 10 Elec.Chase @ 18"Off B.O.Panel Joists B.O. 0 (3) Squash BIkg @ H T_ I- oldown :E C) Sill Plates B.O. CL C) III III ) 2x6-5/8"P.T.Plate ......... Anchor Bolt Per Imam 3. A FC�RMWN_By. V4�l�RBY A AM 9< Z SW Schedule B.O. i (3)1/4" Dia. Titen _Vr—11 NE 0 TO. PT Plate +10�40 112" 3' P 1 1/2" 0 LO __B_Y_*__�PROGRAM CHECK ---r—TO. Foundation—Wall+10'-9" length is 2 x le HD Anchor Bolts a) REVIEWED Min.rebar 0 w/Min. 5" Embed 64 *4 M cc 4'-11 5/8" 31-3/4" 2'-5 1/4" T-3/4" 2-5 1/4" T-3/4" 4'-11 5/8" Simpson '11111,010 U) o R.O. R.O. R.O. STHD14RJ Strap I' DATE: 02104/25 N Foundation Wall (Typ 2-Places) 4- 24' (Per'D23/P5') LO i 11-411 1/2"min.end distance 3/8" 1-.0" (U.N.O.) Window Window Window cc 0 51-611 6-611 61-6" wl OSB Packout I I 61-61v W/OSB Packout Removed LU -_ N C) LL 0 0 DRAWING NUMBER SW-3 Exterior S'I'F-d-p Holdown 0 (D22a� EX M D23 Holdown Connection D24 SIP Wall Holdown Cutouts 0 W F_ Zl >- Z U.1 -011 Wall 10 Scale: 3/4" V-011 A"ft& 0 UJ P5 Scale: 3/4" V-0" X / ��P 5� Scale: 3/4 P5 P5 Cn W 4+H +FH X /XX 7:7� Fr_ 04 40' Symbol Leqenlil Sealant Notes 1 Qes�q Data: Per ('2018-IBC') YL Centerline Electrical Chase 1 ) All VVood to Wood Connections to be Glued & Screwed Ground Snow Load 25 PSF Edge of OSB Panel 2) All VVood to Foam Connections to be Liberally Foamed Basic Wind Speed 130 MPH (Ult) - - - - - Rout line(Requires 2)(inlet) 3) All Foam to Foam Connections to be Liberally Foamed I Wind Exposure Category C Bevel Cut(Hidden bollom 4) All VVindows/Doors Should be Sealed with Non Expanding Seismic Design Category B skin of panel) M K Spray Foam Between Jambs & Panels Floor Live Load 40 PSF Q Plywood/OSB Keyspline 5) All Field Cut Penetrations Through Panels to be Cut Oversized Floor Dead Load- 15 PSF Roof Dead Load' P ro(1" Min.) and Thoroughly Sealed with Spray Foam 15 PSF + 5 PSF PV Array Where Applicable Overlapping Wall Panel Schedule: Roof Snow Load 20 PSF TN Post Walls: 6-5/8" PUR (OSB/FOAM/OSB, R-41 ) II Roofs: 6-1/2" EPS (OSB/FOAM/OSB, R-23)(Double Keyspline) Header 2x6-5/8"Top Plate I Fastener Schedule: D11 P10 Abbreviations T.O. Plate +27' H R.O.-(Rough Opening) T.O.-(Top Of Walls: 8" HeadLok Panel Screws; By FastenMaster @ 12 0.C. :;t pop- LO P.O.-(Panel Opening) P.O.H.-(Panel Cverhang) CY)i I? Wall'T' S D.O.-(Door Opening) B.O.-(ByOthers) Roofs:! 8" HeadLok Panel Screws; By FastenMaster @ 12" o.c. ---- Overlap 0 W.O.-(Window Opening)U.N.O.-(unless Notod Otlier) 0� Roofs(Valleys): 9" HeadLok Panel Screws; By FastenMaster @ 12 O.C. C.O.S.-(Cut On Site) P.T.-(Pressure Treated) 0 G Panel Designation FA Elec.Chas3e @ 18"Off Floor (Panel Length Prior To Cutting) 8 Minimum Facing Connection -1 8_;—-(Electrical Chase Height From A3 Bottom Of Panel) 304 Lo Mark p4 Simpson WSTA49 Strap(Typ.2-Places) Panel Scrap Destination Chord Plate Spline Anchor Bolts Sill/Top Plate Rim Cn 0.148"x 3" U-1, L0 co I 19 TO. Floor+22' 0.131"x 2-1/2" 0.13 1"x 2-1/2" 0.131"x 2-1/2" (2)Rows SDWS22300DB F_ a) CV) SW-6 5/8"Dia @ 48"o.c. Nails @ 6"o.c. F Z Nails,6"o.c. Nails,6"o.c. Nails,6"o.c. @ 16"o.c. 3y, A — 0) Z_, Subfl9or On ril Floor =0 So Joist In 2x6-5/8"Plate 0.131"x 2-/2"Nails,0.131"x 2-1/2"Nails,0.131"x 2-1/2"Nails,3T.O. late +20'_9 114" U (2)Rows SDWS2230ODB ------- Z 3"o.c.,3/8"Edge 3"o.c.,3/8"Edge o.c.,(23/32"Thick,3" 5/8"Dia @ 24"o.c. A35 @ 9"o.c. 0� It < LL 7' Distance Distance Wide Spline) @ 6"o.c. IV T C) 7 7 Note:All SIP Walls Shall Be Constructed As Type'SW-6'Shear Walls U.N.O. T_ 0 B in CY) •E rI C) W C14 D cc NON X U) Wall'T' 0 Z U") C _j 1 5 Overlap '11— CD STRUCTURAL ONLY I oll 24' 91 20' 20' 4' cc 0 Cn LO A W zt 61-61v 51-61' 11 51-619 61-611 0 6j I 0 (D Connect Corner Z (LWindJow Window Window Walls w/SIP Wall 0� ! X X 0 Screws@ 6'o.c. -8 1 1-1 01V (Per'D5/P6') 06 X 411 Indicates The Direction Of View �- 3-1/2"x18"Ridge Beam B.O. Scale: Walls 7 118 1 O, 0 & R'Not Used Elec.Chase,@ 19-1/2"Off Slab CID T e W 2x6 5/8"P.T I Plate C Z VT L TO. P.T. Plate +101-10 112" e ish LOU T.O. Foundation Wall+10'-9" 12 6 5/8"— 41 Strap Holdown 10 39.80 Murus 6-Y2"EPS CD (Typ.2-Places)� 306 W Railroad Street,Suite 104 0 Roof Panel(R-23) 4'-6 5/8" (Per'D22a/P5')) 0- Q Missoula,MT 59802 4' 41 +1.406.728 9522 0 Cn 0) 0 (D I ( I I JIM0- Wall V�_,, to to X X Murus 6-5/8" PUR W i 0 Wall Panel (R-41) CL Rout) 1106 T Electrical Chase L) co T.O. Window+28�-6 31411 (D (D SO I Header(42-1/4"L. 2x6 Inlet Nailer G&S To lix to Spray Foam M-5/8" P.T. Plate C5 Sealant Lo :!t Q 0 0 C? Uj C14 (3) 1 :i 8d Coated Nails Per SW 4'- 1 5/8" 1 31-3/411 Z-2 /4" 31-3/411 311 21-2 11/4" T-3/4" 41-11 5/811 R.O. R.O. 2 R.O. Schedule (Both Sides) 131"o x 2-Y2") = _jj W 00 >- Z (3) I Concrete Slab in Lh T-6 3/4" co Anchor Bolt Per Z 4, Elec.Chase @ 18-Off Floor SW Schedule U) P.O. cy) 7' (n C: cy) Foundation Wall Tip) 0 — — — — — — - — — — — — — — — — rL T.O. Floor+22' W Lo Subfloor On 14"TJI Floor (D (D CN a) Joist On 2x6-5/8"Plate TO. Plate +201-9 114" 1 0 I F- T- Z 0— T (2)II-�3/4'x9-Y4. (2 -%"x9-%"LVL Header(120"L.) Ir � �_ _­ _ _­­ _r.._.__ Z W , 11. (3"Rout) 0 (3"Rout S LVL666d:ler(120�L.) �� )I — I ................. fl I !1 -H­* Detail Eliminated (D2 SIP Wall To Foundation Wall - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 11 19-011 It 11-011 Scale: 3/4 P 6� Scale: 3/4 P�6 U) III o coII II 11 W I Iwo (I Wo I] wo 7 U)LO 15 10 0 11 0 N 0011 1 Murus 6-5/8" PUR 0) Murus 6-5/8"PUR Lo Wall Panel (R-41) Lu CNI i Wall Panel (R-411) 0 C\l 0,5 1 X I X X 0 10 Z X 111l 10 N N 0) I Spray Foam Sealant 2x6 Inlet Nailer G&S To LU 1 0 11 0) Subfloor Per SW Schedule NiCNI 2x6 Inlet Nailer G&S To 06 0 Z 0 06 T":C5 Spray Foam Sealant Subfloor Per SVN Schedule Murus 6-5/8" PUR III I I I_61e I I _10e -6 BID co CU T&G Subfloor B.O. III CD I 8d Coated Nails Per SW Wall Panel (R-41) '(D i7j, Cif X X X 8d Coated Nails Per SW Floor T, X T&G Subfloor B.O. Schedule (Both Sides) N 5�. 5�, Q :-D E 11 E�1� I Schedule (Bothi Sides) 131"o x 2-1/2") U) - —Elec.Chase @ 18"Off B.O.Panel Joists B.O. Construction Adhesive Spray Foam Sealant W 11 3" 91-611 311 'll I 1 311 -- 9'-611 311-, 11 1 Floor 131"o x 2-1/2") M R.O. R.O. Joists B.O. Rim & Connection To 0 Rim & Connectiion To 2x6 Inlet Nailer------------ Z_ 2 8" Panel Screws U) I IIi -5/8"P.T.Plate Blkg Where Sill Plates B.O. (D IP6 Sill Plates B.O. @ 12" o.c., UNO Blkg Where Req. For - .-,-,q-: M (Z (3) < L J., T.O. P.T. Plate +101-10 112" Req. For Fastening :v�2x6-5/8"Top Plate G&N To ry2x67 #TO. Foundation Wall+10�-9" Fastening x6 Inlet Nailer Per SW 8d Coated Nails Per SW 9'-6" Anchor Bolt Perr bi�zAwN­6�y�___ PROGRAM BY:Concrete Slab +101-1 114" Schedule Schedule (Both Sides) Z Z il 131"o x 2-1/2") Sill Plates B.O. SW Schedule B.O. Simpson A35 Or Toe- 8d Coated Na s 0 NE 10, 10, 111-15" \ Murus 6-5/8" PUR Per SW Schedule Y:Nall Per SW Schedule 0 REVIEWEDB PROGRAIVICHECK P.O. P.O. Foundation Wall Foundation WaIll Wall Panel (R-41) (Both Sides) 2x6 Inlet Nailer M Cc 24' 131"o x 2-1/2") U) UJI c) 0 DATE: 02/04/25 (iWin,dow Window NOTE:FOR INLET NAILER FASTENING,INSTALL FASTENERS INTO JOIST,WHERE FASTENEFRS FALL BETWEEN NOTE:FOR INLET NAILER FASTENING,INSTALL FASTENERS INTO JOIST,WHERE FASTENERS FALL BETWEEN L0 ___----- 6-61' JOISTS,INSTALL OUTER FASTER INTO RIM&PROVIDE BLKG BETWEEN JOISTS FOR INNER I FASTENER JOISTS,INSTALL OUTER FASTER INTO RIM&PROVIDE BLKG BETWEEN JOISTS FOR INNER FASTENER 61-611 SCALE: 3/8" = V-0" (U.N.O.) (0 LU Wall 'IT" Platformed Floor I LL DRAWING NUMBER 0 A co W S Platformed Floor Upper Floors I @ First Floors Structural Wall Comer `D3 (D5 Z >- Z LU 0 co U.1 P6 /,i�\/ it 1 I-Off I Scale: 3/4 Scale: 3/4 Scale: 3/4" V-0" U) I U 6 P 6 1 > LU 5 Or Toe- i j Symbol Legend Sealant Notes Design Data: Per ('2018-IBC') ,. �� I II I Centerline Electrical Chase j 1 ) All Wood to Wood Connections to be Glued & Screwed Ground Snow Load 25 PSF a  - - - - - _ b j Edge ofOSBPanel 2) All Wood to Foam Connections to be Liberally Foamed Basic Wind Speed 130 MPH (Ult) a r � - - - - - Rout line(Requires 2xinlet) ( 3 All Foam to Foam Connections to be Liberal) Foamed Wind Exposure Category C =- 9= Y p g Y - 4) All Windows/Doors Should be Sealed with Non Expanding Seismic Design Category B = _ - Bevel Cut(Hidden bottom �; skin of panel) - -------- -- -- - __ _ - Splray Foam Between Jambs & Panels Floor Live Load 40 PSF WE - ---- -- --- --- ----- N= - - it ,r ri T7T7Z� Plywood/OSB Keyspline 5) All Field Cut Penetrations Through Panels to be Cut Oversized Floor Dead Load 15 PSF ! - - 11 ► (1" Min. and Thoroughly Sealed with Spray Foam Roof Dead Load 15 PSF + 5 PSF PV Array Where Applicable ) 9 Y p Y Y _-Roof'a' --Overlapping Wall Roof Snow Load 20 PSF 10•.12 @ pp 9 Panel Schedule. I Walls: 6-5/8" PU R (OSB/FOAM/OSB, R-41 ) � Past Roofs: 6-Y2" EPS OSB/FOAM/OSB, R-23 Double Keyspline) Roof Header I Ro -' ' Roof'H' Abbreviations Fastener Schedule: 1 5:12 - _ _ 4:12 - r R.O.-(Rough Opening) T.O.-(Top Of...) tt B F ste n M aste r 12" O.C. -' -- — - ------ - - - - --- -!Walls: 8 HeadLok Panel Screws, y a @ Roof A P.O.-(Panel Opening) P.O.H.-(Panel Overhang), - ( Opening) ( y Roofs: 8" HeadLok Panel Screws; By FastenMaster @ 12" O.C. - -- --- --- D.O.- Door O enin B.O.- B Others 1 10:12 I' - I W.O.-(Window Opening)U.N.O.-(unless Noted Other) " II '100 --Roofs(Valleys): 9 HeadLok Panel Screws, By FastenMaster @ 12 o.c. c' _ �' C.O.S.-(Cut On Site) P.T.-(Pressure Treated) m „ Panel Designation ' P O H 0 H ii it 2' 1' ! Al (Panel Length Prior To Cutting) P. N 8-18 s--(Electrical Chase Height From A3 Bottom Of Panel) Panel Scrap Destination !' -- --- --� - ----- __ ► Roof G o — -- ----- '' Roof'E' Roof'F' ;, r LO CO 9) c --- ---- --- —Ji aW �o ---- _____________' N= ; 15:12 15:12 = Ii Z - � � - ---_-- - a J --- ---- O o ! z n t= LL 1' 12' 12' 1' ; ------ --------------------- �Q Q¢ 16'-73/16" P.O.H. P.o.H. F� _ =_ rl -- -- -- ------------------ 26' � N p t t Z I o ; N I a ----------------- ------------- Y ! ! '�� LL ( co --- - -' -'- - ---- - - - - - - - - - - - - m z ----— P.O.H. - - - - - -- _ z t j I _ _ i -- -- - --- - - - - - - = Roof Ke Plan ViewAli I ti � a z W - - ---- - -- ---- - -- ---- -- — STRUCTURAL ONLY °15 i I = I I -All Roof Panel Layouts Are Viewed Laid Flat o ! ! a -All Dimensions Are To Top Skin Of Panels ,n 18„= 1 r o„ I �- -- - -- - - - --- - -- - --- - - --- - - ---- - --- - - - - - I _Scale: 1 - I _ Roofs I Not Used ( M f w 39.81°Bevel Cut ; Z j I tni II 6'-6 3/4" 11 3/4" ■ I _ I I ! ! c,3 I UK hi lerrell . - ---- - - - --- w qj Single Plywood 306 W Railroad Street,Suite 104 I •� I g y I M Missoula,MT 59802 Keyspline(Typ.@ Top j a +1.406.728.9522 Z ! j I Sk1n)(Per'D17/P10') p W , Cf 06 I i I I 39.81°(Ridge)Back Bevel Cut ' o � � j ■ ILo- -r - - - - - - - - - - D18 / o (D "� i ! C Mi � ■ � � I ti -- - -- - - - - - - - --- - -- - - - JD111 U = �� � Z ( Y - - - - it n, 1' 4 5/8" T 8 1/16" 6' 6 3/4" ' 3 5/8k- mco - - ■ r P10 i T L D21 m Single Plywood " M 00 h O O Keyspline(Typ.@Top , ' , L II U I r � Skl )( er D17/P1 ) � i r 5 CU to U -- - ------- - - — - r -- - -- - - - -- - - --- - - _ _ 0) (^D, ^^,, I I i P10 'n P 0' as I / - � � W W (^\I W c.) too I_ _ _ _ _ _ T_ ° N O co P10 I T- ---------- ----- -- — I 2x10 in z i W - - - - - -- -- - -- - I ---- co Rafter I T- o L Below i d co r I ! ! ~ N �, �' I I - I� I ' !I _ I I D19 I I G� r D9 I ti I Cq P6 D19 _ P10 ti o o i _ W � ! z zi ! O U I 45.15°BackLID \ I a ' � Bevel Cut � 39.81°Bevel Cut ooi N N .. a N w %10 Rafter Below 5'-10 11/16" 1'-1 1/16" — — — — — — 12'-11 1/2"— — — — — — — — — 2'-3 5/8" (� u, 1, z I ' ' ! 2x10 Rafter Below D11 - — -- I ! _ --___ -- -__ ------.-- , � I I, P10Roof / Z DRAWN BY. PROGRAM BY. 0 NE BY: PROGRAM CHECK --- --- — I � ! ccD V , I I D13 SIPWaII Below I >_--- - - - --- - --- -- - - -- --- --- ---- -- -- -- - I ! o U � rDATE: 02104/25 P10 SIP Wall Below D13 _ — — — — — — — — — — — — — — — — — P10 ( N ! SCALE: 3I8" = 1'-O" (U.N.O.) 16-11 1/16 — — — — — — — — — — — — — — — — — — — — — N ! o--- -- ----- - ---- _ _ � r - - ' � �� � a o DRAWING NUMBER � 16-11 1/16 0 / � ' W . . z m zI W P7 Roof A Roof III � '� 0 j -- ----- -- --------—-- ------- —- -- -- — -- -- - ---- -------- --- ----------- --------------- - - -------- --- -- - -- — - --- ---------- ------ - -------- - - ----- - ��' -------- w r Symbol Legend Sealant Notes Design Data: Per ('2018-IBC') Centerline Electrical Chase 1 ) All Wood to Wood Connections to be Glued & Screwed Ground Snow Load 25 PSF Edge ofOSBPanel 2) All Wood to Foam Connections to be Liberally Foamed Basic Wind Speed 130 MPH (Ult) - - - - - Rout line(Requires 2x inlet) 3) All Foam to Foam Connections to be Liberally Foamed Wind Exposure Category C Bevel Cut(Hidden bottom 4) All Windows/Doors Should be Sealed with Non Expanding Seismic Design Category B j ! skin of panel) Spray Foam Between Jambs & Panels Floor Live Load 40 PSF T7t7�� Plywood/OSB Keyspline 5) All Field Cut Penetrations Through Panels to be Cut Oversized Floor Dead Load 15 PSF (1" Min.) and Thoroughly Sealed with Spray Foam j Roof Dead Load 15 PSF + 5 PSF PV Array Where Applicable Overlapping Wall I Panel Schedule: ; Roof Snow Load 20 PSF I � _ Post Walls: 6-5/8" PUR (OSB/FOAM/OSB, R-41 ) 4 22_2 7/8 _ Roofs: 6-Y2" EPSOSB/FOAM/OSB, R-23 s ne _ _12 11 1/2 _ 2 3 5/8 ( )(Double Ke li Y p ) 5'-10 11/16" 1'-1 1/16" _ '- " Header Fastener Schedule: _ Abbreviations _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ R.O.-(Rough Opening) T.O.-(Top Of...) Walls: 8" HeadLok Panel Screws; B FastenMaster 12' o.C. - - -- Y @ �I 45.15°Back I P.O.-(Panel Opening) P.O.H.-(Panel Overhang) � Bevel Cut � --- -- - --------- -- - - -- D.O.-(Door Opening) B.O.-(By Others) Roofs: 811 HeadLok Panel Screws; By FastenMaster @ 12„ o.c. �I / W.O.- Window Openin 'u.N 0.-(unless Noted Other) CV ( g' Roofs(Valleys): 9" HeadLok Panel Screws; By FastenMaster @ 12" o.c. C.O.S.-(Cut On Site) P.T.-(Pressure Treated) - —------- I I i i O Panel Designation I D9 Al (Panel Length Prior To Cutting) :1 P10 ` i (�J T j I 8-18 �----(Electrical Chase Height From � ! A3 Bottom Of Panel) ; d I Panel Scrap Destination .. 10 w ( O I I Q O � I I - - - - - - - - - - - - - - - ! - - - - - - - - - - - - - - I/ 2x10 if ii I j 0 t° Rafter I - �---� z Q Iif- - - --- -- - - - _ Below Q LL Qj %� i.t7 to . . # Z i J O J - - - - — N CID O LL . U U - -- - _ - = - - - - - -- ° O D15 I i! \ w � .�,.0� m Q I I � ' I 10 to = (~n O \ � Lo Z �I y If : W I I_ I I I I � �'') O I � � d � I W r I I c ~ O - I -- - I' " STRUCTURALONLY 06 r - _ __ - - - - - - - - - C CO 39.81 (Ridge)Back Bevel Cut i---- - - --- -i - - - , z I I I Roof V I I ' All ® - - - -- - -- j �s ! %.,.ushi -aw i - - - - -- - -- - - - - - - - - - T 59 2 Suite 104 — 306 W RailroadStreet, Missoula,M 80; - _ Dzt +1.406.728.9522 Z P10 P10 0 W _ Ia 0 ! to � ! N W II m II W — ; j - U U �p i \ \ N i U m m \ m 1 - - - - - m °° - - _ = m I 1 N e - - - r I 6'-1 13/16" 11'-2" 1'-2 11/16" 1 \ 2x10 Rafter Below j ^^� i I ,I M I i..1 � ■..� I I I - - -- -- - --- - -- --- - -- ---- -- -- --- _ - --_- _ -- _- ---- _—_ _ __ - ',� I \S) 2'-6 7/1 16'-1/16" � I; I aP� � I W Lo ^, - - - - - -- - -- - - - - - - - - - - -- - - - ///I��� ^' cli �� \fit D 14 0 j d Z W—� - L■� Z if If 20 20 !° D15 ul Lo v, P10 W N Q N C■ ' I I t N ;r 2x10 Rafter ! ! ` i 12 2x10 Rafter !j W i z Below Below \ Z O —- =-- = N Keysplin(yp• Si y Ip Plywood( _ P10 \, I I ❑ �i/ Single Plywood I 9 ' @ Top Skin) @ ToplSkm) - M 0 ! ( er'D17/P10') __(Per'D17IP10') - - - - - - - ---- - - - _ k 1 \ I Z j I - - - -- -— - - -- - - - - - - _ 33.96°Back b — I Bevel Cut I Y Q O I ly - li -- — - - --- - ---- -- - _. -- - -- - - --- - --— -- - ----- - --- _ -P10 I - - - If 26.57°Bevel Cut&Rout ao D,3 D13 DRAWN BY: ; PROGRAM BY:-- -- - - - P10 -'!I I-! - -- ---- ---- -- - P,o-- -- --1 6'-11 11/16" 6 7/16" _ 20'-7 3/4" .. 0 ! NE a 'REVIEWED BY:+PROGRAM CHECK SIP Wall Below I t SIP Wall Below 1 3'-9" 28'-1 7/8" CC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , , DATE: 02/04/25 o U 18'-6 1/2" 18'-6 1/2" ------------ i Roof G I SCALE: 3/8" = V-0" (U.N.O.) Roof E Roof F - 0 o I DRAWING NUMBER i -Scale: %" = V-0" -Scale: %" = V-0" �, W z } z W Q on% p m 1 = P 8 ---------------- ------------------------------------------- --------------- -- AIJ —--------- - -- ------ SVinbol Legenil Sealant Notes Design Data: Per ('2018-IBC') 1 ) All VVood to Wood Connections to be Glued & Screwed Ground Snow Load 25 PSF - j - Centerline Electrical Chase Edge of OSI3 Panel 2) All VVood to Foam Connections to be Liberally Foamed Basic Wind Speed 130 MPH (Ult) Rout line(Requires 2):inlet) 3) All Foam to Foam Connections to be Liberally Foamed Wind Exposure Category C Bevel Cut(Hidden bottom 4) All VVindows/Doors Should be Sealed with Non Expanding Seismic Design Category B skin of panel) Spray Foam Between Jambs & Panels Floor Live Load 40 PSF Plywood/OSB Keyspline 5) All Field Cut Penetrations Through Panels to be Cut Oversized Floor Dead Load 15 PSF (1 Min.) and Thoroughly Sealed with Spray Foam Roof Dead Load 15 PSF + 5 PSF PV Array WhereApplicable Overlapping Wall Panel Schedule: Roof Snow Load 20 PSF Post Walls: 6-5/8" PUR (OSB/FOAM/OSB, R-41 ) Header Roofs: 6-1/2" EPS (OSB/FOAM/OSB, R-23)(Double Keyspline) 0 Fastener Schedule: 1! Abbreviations 00 R.O.-(Rough Opening) 10.-(Top Of e\ -6 Walls: 8" Headl-ok Panel Screws; By FastenMaster @ 12 O.C. > P.O.-(Panel Opening) P.O.H.-(Panel Overhang) CD D.O.-(Door Opening) B.C.-(By Others) Roofs: 8" Headl-ok Panel Screws; By FastenMaster @ 12'11 O.C. �' ST W.O.-(Window Opening)U.N.O.-(Unless Noted Other) Roofs(Valleys): 9" Headl-ok Panel Screws; By FastenMaster @ 12" o.c. 00 C.O.S.-(Cut On Site) P.T.-(Pressure Treated Panel Designation 0 A (Panel Length Prior To Cutting) N 8 -1C%-(Electrical Chase Height I-ram 0-) A3 Bottom Of Panel) NI All) Panel Scrap Destination LO 0 LO C') 0 U,Z co LID 0) 0 Z AV"I "I ff Id _j CO ------ -- --- kll�ushl W" !j 20 C5 0 MIA AM& 0 < 04 N cc 04 LL d) 28'-1 7/8" — — — — - - co I - � I x C/) 't 306 W Railroad Street,Suite 104 Is 0 Z Lo Missoula,MT 59802 5 CO < 6-11 11/16" 6 7/16" 20'-7 3/4" +1.406.728.9522 CD C: ti to Cj LO 26.57*Bevel Cut&Rout Z W Z 0 33.96'Back 115)) 06 Bevel Cut W x1 0 Rafter Below 2 M U-) 1 W CY) 0 0 Z 06 > a) CO U) > 00 co -VD15� C) G U')! Cl) Cn ��D16 Co P10 P10 M Cc C C (0 Z LU L C") JL c0 of Single Plywood co Keyspline(Typ. J 31-5v' 1 Cn ad (D @ Top Skin) �Ic 74 00 W (Per'D17/P10') C14 0) T LO I CNI � IIC) ill I!IW < -0 4-a 2x10 Rafter Below 1 W ry >— Z Double M Plywood bo Keyspline Z U) t I M C: Ld 0) T- 0 IN W 0 Lo C14 T- SE CLC14 Z W a) 0 Cl) 05 00 W boeac� Infill Wall Below B.O. U > Roof "i 7=- W !Z�l Co < N (0 CD W Z Z 0 cu00 C14 q 0 C0 W C) U) U) Z C: 0 0 jE Ap A% CL 0� Ij 8"Panel Screws @ 6"o.c.Into Rafters&Infill Wall B.O.On First Row Of Panels DRAWN PROGRAM BY- Z 0 NE REVIEWED BY:11 PROGRAM CHECK cc w 0 L) 29'-8 1/16" 31-211 DATE: 02104/25 L C. LO 32'-10 1/16" (0 1 SCALE: 3/8" V-0" (U.N.O.) 0 LU C:) CD CD DRAWING NUMBER C/) W F- Roof V F- Z >- Z W 0 m P9 LLJ NO LL r W -- --------- ---------- 7 ------------- Symbol Le nof SealanI Notes Des�q Data: Per ('2018-IBC') i Murus 6-5/8" PUR 8d Coated Nails Per SW Schedule Wall Panel (R-41) (Both Sides) (.131"o x 2-1/2") 1 ) All Wood to Wood Connections to be Glued & Screwed Ground Snow Load 25 PSF 2x6-5/8 Top Plate Centerline Electrical Chase I 7i-1 G&S To Header _4 4-44-1-1-.". Edge of OSIB Panel 2) All Wood to Foam Connections to be Liberally Foamed Basic Wind Speed 130 MPH (Ult) Per SW Schedule - - - - - Rout line(Requires 2x inlet) 3) All Fioam to Foam Connections to be Liberally Foamed Wind Exposure Category C Header Per Plans (3-or More)2x6 Post Glued Spray Foam Sealant OSB Packout e Bevel Cut(Hidden bottom 4) All Windows/Doors Should be Sealed with Non Expanding Seismic Design Category B i (Let Into Panel 3") (Both Sides) & Nailed Together w/(2) skin of panel) Spraiy Foam Between Jambs & Panels Floor Live Load 40 PSF 16d Nails @ 6" o.c.(Let Into _7 Panel 3" One Side; 1-Y2" (2-Rows) 8d Coated Plywood/OSB Keyspline 5) All Fiield Cut Penetrations Through Panels to be Cut Oversized Floor Dead Load 15 PSF Spray Foam Sealant Into The Other) Nails Per SW Schedule ---------- (1 Mlin.) and Thoroughly Sealed with Spray Foam Roof Dead Load 15 PSF + 5 PSF PV Array Where Applicable i (Both Sides) Murus 6-5/8" PUR 8d Coated Nails Per SW 131"o x 2-1/2") Murus 6-5/8" PUR i Schedule 131"o x 2-1/2") Overlapping Wall Roof Snow Load 20 PSF Wall Panel (R-41) dule (Both Sides) Panel Schedule: Wall Panel (R-41) Post Walls: 6-5/8" PUR (OSB/FOAM/OSB, R-41 ) T_ Roofs: 6-Y2" EPS (OSB/FOAM/OSB, R-23)(Double Keyspline) .3 Header Fastener Schedule: --- (2)2x6 Post Glued & Spray Foam Sealant Abbreviations Nailed Together w/(2) R.O.-(Rough Opening) TO.-(TopOf...) Walls: 8" HeadLok Panel Screws; By FastenMaster @ 12" o.c. j I 16d Nails @ 6" o.c. P.O.-(Panel Opening) P.O.H.-(Panel Overhang) D.O.-(Door Opening) B.C.-(By Others) Roofs: 8" HeadLok Panel Screws; By FastenMaster @ 12 O.C. STRUCTURAL ONLY , W.O.-(window Opening)U N.O.-(unless Noted Other) Roofs(Valleys): 9" HeadLok Panel Screws; By FastenMaster @ 12 O.C. Header In SIP Wall 2X6 Post In Panel C.O.S.-(Cut On Site) P.T.-(Pressure Treated) D6 D7 Panel Designation Scale: 3/4" V-0" Scale: 3/4" V-0" (N (Panel Length Prior To Cutting) I P 1 jo �10 Al (Electrical Chase Height From 0') A3 Bottom Of Panel) 't L0 Panel Scrap Destination 8" Panel Screws Fasten 8" Panel Sarews @ i Murus 6-1/2" EPS 8" Panel Screws Fasten Lo C ) 0 uj 2 - ------ 8" Panel Screws @ 8" Panel Screws Fasten Into Rafters Per'ID21' 8" Panel Screws @ 8" Panel Screws Fasten 12" o.c. Into Rim/Blkg Roof Panel (R-23) Into Rafters Per'D21' Z (D 12" o.c. Into Rim/Blkg Into Rafters Per'D21' Into Rafters Per'D21' 12" o.c. Into Rim/Blkg Panel Spline 8" Panel Screws @ 6"o.c. Murus 6-1/2" EPS Into Rim/Blkg & Rafters Rim/Blkg B.O. Rim/Blk(g B.O. Murus 6-1/2" EPS 2x10 Rafter B.O. 8" Panel Screws @ 'Z' I I I ­ I Roof Panel (R-23) Murus 6-'/2" EPS 12" o.c. Into Rim/Blkg Roof Panel (R-23) LL .2 On First Row Panels Murus 6-1/2" EPS 1 1 I Roof Panel (R-23) Rim/Blkg B.O. n ce) L.L. 7-- Roof Panel (R-23) 8d Coated Nails 8d Coatted Nails i =) CN I C:) Aim/Blkg &(2) 8" Panel Screws Rim/Blkg �t! 08d Coated Nails @ 6" o.c. @ 6"o.cc. 2x10 Rafter B.O. ttachment B.O. 0 Z I _j i Into Ea. Rafter @ 8d Coated Nails C) W @ 6" o.c. (Both Sides) i 2x10 Rafter B.O. (Both Sildes) =3 104 — @ 6" o.c. ff"A01111L Panel Spline -4 13 1"o x 2-Y2") 131"o x 2-Y2") 4 d Coated Nails U_ 0) (Both Sides) loor Joist 8 i. (Both Sides) M 2x1 0 Rafter B.O. ie, , lt:�l I X A35 Or Toe Nail Per 2xl 0 Rafter B.O. 131"o x 2-1/2") A35 Or Toe-Nail Per 4. 131"o x 2-Y2") B.O. 6" o.c. Z LO (.) 0 SW Schedule 306 W Railroad Street,Suite 104 74� A35 Or Toe-Nail Per 2x Bevefled SW Schedule (Both Sides) Missoula,MT 598©2 0 00 < 2x6 Inlet Nailer i a) �'� 11 i a) 1 C:) Z SW Schedule Inlet Naiiler 131"o x 2-1/2") +1.406.728.9522 Nl"',: Rim/Blkg B.O. Refer To 2x Beveled A35 Or Toe-Nail Per , I i I .7 13/16" 4 3/ 2x6 Inlet Nailer 2x6-5/8"Top Plate i RZoof� Inlet Nailer SW Schedule V-6- 2 1/2" 1 V-2 1/4" C 2x6-5/8"Top Plate G&S 1 Z A35 Or Toe-Nail Per G&S To 2x6 Inlet W 2x6 Inlet Nailer 0 2x6-5/8"Top Plate G&S 2x6 Inlet Nailer 1, LLI To 2x6 Inlet Nailer Per Nailer Per SW SW Schedule F a) i Z 2x6 Inlet Nailer 2x6-5/8"Top Plate G&S To 2x6 Inlet Nailer Per SW Schedule V-7' Schedule 0 2x6 Inlet Nailer 2x6-5/8"Top Plate G&S To 2x6 Inlet Nailer Per 0 SW Schedule 2x6 Inlet Nailer SW Schedule Spray Foam Sealaint 2x6 Inlet Nailer W 8d Coated Nails C) To 2x6 Inlet Nailer Per Spray Foam Sealant 8d Coated Nails SW Schedule Spray Foam Sealant 8d Coated Nails Murus 6-5/8" PUR Per SW Schedule Murus 6-5/8" PUR Per SW Schedule Murus 6-5/8" PUR Lo 8d Coated Nails Murus 6-5/8" PUR Per SW Schedule Per SW Schedule Wall Panel (R-41) (Both Sides) Wall Panel (R-41) (Both Sides) Wall Panel (R-41) uj 131"o x 2-1/2") 8d Coated Nails Wall Panel (R-41) Murus 6-5/8" PUR (Both Sides) 131"o x 2-Y2") (Both Sides) Wall Panel (R-41) 131"o x 2-1/2") CY) Per SW Schedule 131"o x 2-Y2") (Both Sides) Spray Foam Sealant Spray Foam Sealant W 1 131"o x 2-1/2") Z I 12 Panel Overhang @Eave (Djo� 6:12 Panel Overhang Eave 0:12 Panel Overhang Eave 154:12 Panel Overhang @ Eave ( Dq-� 5: i :12 Panel Overhang @ Eave rD 8�'� if-Off Scale: 3/4" V-10" Scale: 3/4" -011 Scale: 3/4" V-0" Scale: 3/4" 1'-0" Scale: 3/4" �10 C) PJ10 10 ��p 1 jo ��P 1 jo i L------------- ------- Co 06 Murus 6-%" EPS 5/8"x2-7/8" Plywood W I (D Roof Panel (R-23) Keysplines (Both Sides) Z W Murus 6-1/2" EPS 0 8" Panel Screws �4 A @ 12" o.c. 8d Coated Nails i Roof Panel (R-23) T a- 9" Panel Screws @ 6" o.c. Spray Foam Sealant G 0� a) Liberal Amount Of @ 12" o.c. Spray Foam Sealant U) 0 2x1 0 Rafter 4-1 (Both Sides) C) Spray Foam Sealant 8d Coated Nails Ca! Spray Foam Sealant uj 0� I 8" Panel Screws 131"o x 2-1/2") B.O. 6" o.c. (Both Sides) Murus 6-'/2" EPS i Murus 6-1/2" EPS @ 12" o.c. i LO Roof Panel (R-23) j4r� 131"o x 2-1/2") L S 8" Panel Screw Roof Panel (R-23) 2x6 Inlet Nailer Uj 2 Fasten Into Rafters _J Per'D21' 6-518"PUR Wall Keysline Connection, Similar 4­ V-13" Murus 6-1/2" EPS 8d Coated Nails H A­j Cn W Roof Panel (R-23) Per SW Schedule Z 2x6 Inlet Nailer (Both Sides) Valley Rafters 8d Coated Nails @ 3" 5/8"x2-7/8" Plywood Z Hip Rafters cy) 1 131"o x 2-1/2") o.c. 131"o x 2-Y2 Keyspline cl� U) Murus 6-5/8" PUR Wall Panel (R-41) (D IV! Spray Foam Sealant Fl. C: 41 1 Murus 6-1/2" EPS Spray Foam Sealant Cj I W 0 Lo Roof Panel (R-23) 0 (D W 15:12 To 4:12 SIP Z 0- Q0 0- Z wi : �4 Hip Detail (6­1_6_� R Transition P 0 L- 1 P (D 1 (D 17 a) Panel Overhang @ Rake (D15� Valley Detail Roof Pitch Transi lywood Keyspline Connection (D 13 i - 1 1-011 1 = -011 Scale: 3/4" Scale: 3/4" V-0" Scale: 3/4" Scale: 3/4" V-0" Scale: 3/4" 0 (n ��P 1 jo �Pi jo ��P 1 jo �Pi jo ��P 1 jo W 0 i LO U) Fastening Locations Staggered Outline Of SIP Roof Panels 24" Between Rows Of Panels W C14 Z Spray Foam Sealant W i Z Simpson ST6224 Spray Foam Sealant Z i 0 8" Panel Screws @ Strap @ 6'-0"o.c. w/ Spray Foam Sealant Murus 6-Y2" EPS #8xl Wood Screws 8" Panel Screws @ 12" o.c. Into Ridge C14 Roof Panel (R-23) i 12" o.c. Into RidgeII II II I II I II L* w U) 8" Panel Screws 8" Panel Screws Fasten Murus 6-1/2" EPS Murus 6-1/2" EPS Into Rafters Per'D21' @ 12" o.c. Roof Panel (R-23) Roof Panel (R-23) ;0 11 11 11 Z 8" Panel Screws Fasten 'T Into Rafters Per'D21' ;01 F C) 2x1 0 Rafter B.O. DRAWN BY., PROGRAM BY: Z Z N2x10 Rafter B.O. Timber Ridge B.O. 9 2xl0 Rafter B.C1. Timber Ridge B.O. REVIWED BY:1 PROGRAM CHECK ; cc -__ :------------- -——-- o ;01 W + DATE: 02/04125 8"Panel Screws @ 16" o.c. Lo 1-1/2" (Min.) Wide Framing C'4 J Top View Of Panels (Min. of 3 per Every Other SCALE: 3/8" V-0" (U.N.O.) Members @ 24" o.c. Below (0 Framing Member) U W C) DRAWING NUMBER 0 U-1 1 Z Z ! �8 Lu 5:12 Ridge Detail (D­1_9'� 10:12 Ridge Detail 5:12 Ridge Detail Panels To Roof Framing @ 24" o.c. (D20� (D21 F_ >_ (D 1 dig AM& M i W i 0 P10 Scale: 3/4" V-0" NTS Scale: 3/4" V-0 Scale: 3/4" V-0" W I Ln �Pi jo "\�P 1 jo ��p 1 jo > P 1 jo W i REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O_S. ON 07/09/24 07 30 24 /ll RD �PN�E Ra WALL/ROOF LEGEND SYMBOLS PECONIC RESIDENCE 625 WELLS RD. PECONIC, NY 11958 EXT. FOUNDATION WALL CONSTRUCTION (R-2 - ELEVATION LINE 3.4) NEW CONSTRUCTION �P 1 2" ACRYLIC STUCCO TO 6" BELOW GRADE 2 ELEVATION ' 2" XPS (R-10) 9�F oJ��ti WATERPROOF MEMBRANE CONT. ON CONCRETE t�A NO OVERSIGHT,ERROR,OR OMISSION ON THE 111==! -i 8 P.C., WALL (R-1.35) 00 GRID NUMBER 625 WELLS RD. =llr=Ili.-=iil a 6 MIL. VAPOR BARRIER MEMBRANE TAPED TO TOP OF FOUND. WALL PARTOPRESENATI ESALLLEGALIZETHS/HER � REPRESENTATIVE SHALL LEGALIZE THE ERECTNG,CONSTRUCTION,=1i'=III=III 2' RMA1X POLYISO INSUL. (R-12) SECTION crn REMOVALI USE,OR OCCUPANCY OFABUIILLDING Atel-0 UPPER NUMBER INDICATES SECTION NUMBER CODE / ZONING THE PROVISIONS OF THE BUILDING CODE AND go OR STRUCTURE THAT DOES NOT CONFORM TO A0.0 LOWER NUMBER INDICATES SHEET WHERE / 0 00o �``•""' 4 Aq� THE BUILDING ZONE ORDINANCE. SyDP s ANY DEVIATION FROM ANY STRUCTURAL TYPICAL EXTERIOR WALL ASSEMBLY R-41): BUILDING AREAS MEMBERS AS INDICATED ON THESE PLANS SUCH �� DETAIL REFERENCE 5 l? o:., EMERS N _ � AS HORS TRIMMERS,1-BEAMS. PARK PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., �P 'v "� '' :`;`:;`. CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, HARDIE (CEMENT SIDING (CLAPBOARD OR SHINGLES SEE ELEVATIONS) TOWN OF SOUTHOLD N `. : ,, o :::.:.r: ''°''�.' STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, „ „ ZONING: R-80 ''<. :•= LEDGER BRDS.,ETC,SHALL BE REPORTED TO THE 3/8 FAINFOLD STRAPS @ 24 O.C. E ° '` ~'': ARCHITECT PRIOR TO THE COMMENCEMENT OF ffW N(�'l° REA=99,622 SF 2..278 `' DETAIL ANY PHYSICAL WORK. TYVEK STUCCO WRAP 1 W Step.. DRA ING NUMBER LEGEND & SCALE _ �, _ � 'WET LOT AREA - 89,037 SF 2.044 Ac (EXCLUDES ' • � :•.. '� '•.� SCALE: 1 4"-1'-0" O 6 5/8 IPUR SIP (SEAMS TAPED BOTH SIDES (R-41) CONTRACTOR SHALL CHECK AND VERIFY ALL � : 1/2 G.W.B. APPLIED TO SIP PANEL INTERIOR ��� CONDITIONS AT THE CONSTRUCTION SITE V .;:.,: � '.;.,: \NaPN NE •:.Y•..,•:•`::::•,:.`r:-=••:: BEFORE BEGINNING ANY PHYSICAL WORK.HE ROOM GFA CALCULATION: SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO DESCRIPTION ROOM DESCRIPTION & NUMBER THESE PLANS,SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING GOVERNING CODES, AREA MAP N O. LAWS,ORDINANCE,ZONING AND REGULATION FIRST FLOOR 2,305 SF N.T.S. ROOF ASSEMBLY (R-54): THE CONTRACTOR SHALL VERIFY ALL @EXTERIOR DOOR/ WINDOW NUMBER SECOND FLOOR 2;,235 SF EXISTING CONDITIONS&DIMENSIONS BEFORE STARTING CONSTRUCTION&SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR ® ARCHITEI:CTURAL ASPH. SHINGLES/ 26 GA. METAL ROOF GARAGE 615 SF DISCREPANCIES BEFORE PROCEEDING WITH THE KEENE WIPER CDR VENT MATT 00 INTERIOR DOOR NUMBER WORK.IF ANY QUESTIONS ARISE BEFORE OR VAPOR BARRIER< THAN 1 PERM GARAGE LOFT 710 SF DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS,THE CONTRACTOR 6 1/2" ;SIPS PANEL SEAMS TAPED BOTH SIDES (R-24) SHALL CALL THE DESIGNER FOR CLARIFICATION TOTAL GROSS FLOOR AREA 6,065 SF AND/OR INSTRUCTIONS.IF THE CONTRACTOR 2X10 RO)OF JOISTS FAILS TO FOLLOW THE ABOVE PROCEDURE HE R-30 BATT ROXUL BATT INSULATION NORTH ARROW SHALL ASSUME THE RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND/OR ACCESSORY STRUCTURES: DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE LIST OF DRAWINGS VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY CONTRACTOR. CRAWL SPACE SLAB (R-10) OPEN PORCHES 1„118 SF 1- A1.0 COVER SHEET THESE PLANS DO NOT RELIEVE THE DECKS 1187 SF 2- A1.1 DESIGN CRITERIA GENERAL CONTRACTOR OR THEIR SUB-CONTRACTOR OF 90% COWPACTED SOIL AL NOTES, ENERGY COMPLIANCE RESPONSIBILITY FOR FULL COMPLIANCE WITH 4" CRUSHED STONE (NO FINES) 3- A2.0 SITE PLAN GRADING & TREE REMOVAL THE CONTRACT REQUIREMENTS:FOR THE CORRECTNESS OF DIMENSIONS;CLEARANCES (2) LAYERS 2" XPS INSULATION (R-10) 2ND STORY BALCONIES 3>20 SF 4- A2.1 SITE DRAINAGE & SEP (i�: SYSTEM AND MATERIAL QUANTITIES;FOR PROPER DESIGN &DETAIL;FOR FABRICATION AND CONSTRUCTION 6-MIL AMIN. PLASTIC VAPOR BARRIER, SEAMS OVERLAPPED 6 INCHES ,M ATER I ALS 5- A2.2 SITE DETAIL TECHNIQUES;FOR PROPER COORDINATION WITH ( TOTAL ACCESSORY STRUCT. 1„625 SF OTHER TRADES AND FOR PROVIDING ALL AND SEALED, EXTENDING UP TO TOP OF FOUND. WALL AND TAPED 6- A3.0 FOUNDATION PLAIN/CPP,;,'iL SPACE DEVICES REQUIRED FOR SAFE AND 2 INCH IRAT SLAB TOTAL BUILDING: 1STF FLOOR+GARAGE+PORCH ES+DECKS = 4,425 SF 7- A3.1 FIRST FLOOR PLAN/ DOOR & WINDOW SCHEDULE SATISFACTORY CONSTRUCTION&OPERATIONS. 8- A3.2 SECOND FLOOR PLAN/ ATTIC FLOOR PLAN - EARTH TOTAL LOT COVERAGE = 4,425 SF / 89,037 = 5% �, MUDROOIM SLAB (R-15) 9- A4.0 EAST_SOUTH_ELEVA I, NS PRELIMINARY 10- A4.1 WEST_NORTH_ELEVA-I'".\.:S BID/ PERMIT �a a 90% COMPACTED SOIL POROUS FILL 11- A5.0 SECTIONS DRAWINGS o �'�� J0 4 CRUSHED STONE NO FINES �'eq 40 \��\��\� \�� ( ) 12- A5.1 SECTIONS (2) LAYERS 2 XPS INSULATION (STAGGERED AND TAPED SEAMS) e `` �� � ,:; . � ` i3- A6.0' FIRST FLOOR FRAMING PLAN BEF°R 6-MIL (NIN.) PLASTIC VAPOR BARRIER, SEAMS OVERLAPPED 6 INCHES CAST-IN-PLACE CONCRETE AND SEALED, EXTENDING AT LEAST 6 IN. UP AND ATTACHED TO THE i � 14- A6.1 SECOND FLOOR FRA"tlll`:� PLAN PROPERTY DIAL811 INFORMATION WALL. LI A TA 15- A6.2 ATTIC FLOOR FRAMIN�j PLAN THE STATE OF NEW 16- A6.3 ROOF FRAMING PLAN / RGOF SCTM YORKCATIONES 4 INCH :SLAB W/ 3500-PSI (MIN.) SIP PANEL, TAPE AND SEAL / PLAN NOTIFICATION BY DISTR.:1000 EXCAVATORS, 17- E1.0 FIRST FLOOR ELECTRICAL PLAN/ TOWN OF SOUTHHOLD SECTION:75 DESIGNERS OR ANY PLUMBING RISER/ MEC". VENTILATION BLocK:6 PERSON PREPARING TO DISTURB THE EARTH'S SAND, MORTAR, PLASTER LOT:3.3 SURFACE ANYWHERE IN T- GARAGE SLAB (R-10): ZONING: R-80 18- E2.0 SECOND FLOOR ELECTR :.nL PLAN/ MECH. VENTILATION ZONE:R-80 THE STATE. REQUIRED EXISTING OWNER: a a 90% MINI. COMPACTED SOIL. WOOD (ROUGH) MINIMUM LOT SIZE: 80,000 991247.02 SF STEPHEN&DANIELLA RAVN 4" CRUSHED STONE (NO FINES) 2" XPS INSULATION WETLANDS AREA: 10,210 SF 16 SAGAMORE ROAD EAST NORWICH, NY 11732 / �� 6-MIL (IMIN.) PLASTIC VAPOR BARRIER, SEAMS OVERLAPPED 6 INCHES AND %j;' ;'; NET LOT SIZE (EXCLUDES WETLANDS): 89,037 SF 631-88 aelan � / / /,, e n A �t - dravn@aelandsurveying.com // WOOD COMPOSIT PP ROVED�1� /1�® � C `��r(� r.; �"� ARCHITECT: SEALED WITH TAPE. ' i % / tb `�✓J , ..��, ± 6 INCH ICONC. SLAB W/ W.W.M. 6X6-W2.9XW2.9 SHEETS. PROPOSED • , 8' .m� 3500-P,SI (MIN.) CONCRETE. MAX. LOT COVERAGE: 20% �" O.S.B. 5% (4,425 SF) oA s e'P� f � USE � UNLAWFUL New Habitat Architecture & USE LOVN-WATER-CONTENT AIR-ENTRAINED CONCRETE (5% TO 7% AIR LOT WIDTH: 175 FT. 175 FT. � /9 8Y �l Design, c. ENTRAINIMENT) IN FREEZING CLIMATES AND 11/4-INCH (TOP SIZE) NOTIFY BUILDING DEPARTMENT AT 1��ITHOUT' CERTIFICATE All exterior la�ht1nb 9 p LOT DEPTH: 250 FT. 330 FT. 6317C&IM 2 8AMTO4PM FOR THE installed,replaced 4:` 1171 Old Country Road suite 6 AGGREGATE. HARDIE CEMENT CLAPBOARD FOf.LOWING INSPECTIONS: O CCUAANCY Plainview,NY 11803 1/2-INC,'H ISOLATION JOINTS AROUND PERIMETER AND AT PENETRATIONS 1. FOUNDATION•TWO REQUIRED repaired...gall conform tel:631 -393-2871 THROUGH SLAB. BUILDING HEIGHT: 35 FT. 32 -0 FT. FOR POURED CONCRETE to Clyapter 172 fax:516 8@gma3 newhabitatarch@gmail.com - -------�_ �T _ +of the To��an Code FIBER REINFORCEMENT ADDED TO MIX AT PLANT, TYPICALLY 1.5 POUNDS PER ! NUMBER OF STORIES: 2 1 2 MAX. 2 2. ROUGH•FRAMING&PLUMBING ' CUBIC YARD, TO REDUCE PLASTIC SHRINKAGE CRACKING. �! ��; HARDIE CEMENT HINGLES 3. INSULATION - -- `1r� FRONT YARD SETBACK: 60 FT. 60.3 FT. �. FINAL•CONSTRUCTIONMU - _ SAW-CUIT CONTRACTION JOINTS, CUT 1-INCH-DEEP EVERY 8 TO 12 FEET. 5T CO7,TI LY rlpmlr1t C00 :..y0 KEEP PANELS AS SQUARE AS POSSIBLE. SIDE YARD SETBACK: 20 FT. 33.4 FT. BE COMPLETE FOR C.O. '��vt��YO: I�sT�' '�� "� �- A.CONSTRUCTION SHALL MEET THE T� ��� PECONIC RESIDENCE REINFORCE INSIDE (REENTRANT) CORNERS WITH 4-FOOT LENGTHS OF #3 - `�- ARCHITECTURAL ASPHALT SHINGLE ROOF BOTH SIDE YARDS 45 FT. 84.5 FT. AEpU1Rp4AENTgOFT}iECODESOFNEW !'4SR�Q�I' � :;'D►C{)",;,,�' �" "� PLUMBER CERTIFICATIGE'' '' 'I li � � T�.= ON LEAD CONTENT BEFORE SITUATED AT REBAR LAID DIAGONALLY TO MINIMIZE CRACKING. - --JAI BACKYARD SETBACK: 75 FT. 156 FT. PORK STATE. NOT RESPONSIBLE FOR m 'i CERTIFICATE OF OCCUPANC'i 625 WELLS ROAD PECONIC, NY 11958 DESIGN OR CONSTRUCTION ERRORS '� c'"r`"""""" ' ''.i t''i1 •�`•�, ` „ ,.....rrw�.+ ...,:.., ` ell . �" 1N WATER TOWN OF SOUTHOLD METAL ROOF ����•�`•.�_.��•. .t..'u9-. :- SOLDER USED vUPPLYSYSTEM CANNOT SUFFOLK COUNTY NY. ,EXCEED 2110 OF 1% LEAD. SCTM: DISTRICT 1000, SECTION 75, BLOCK 6, LOT 3.3 BATT INSULATION '�'a 1:::3U.ITILSUSVEY INTERIOR WALL 2X4 TYPE„ D�1=0U�iQAtION LOCATION,' PLUMBING LAYERR (OF 5/8" GYP. BD. ON EACHH SIDE. 2X4 STUD WALL @ 16 O.C. ONE HAS BEEN APPROVED. ALL PLUMBING WASTE THE GENERAL CONTRACTOR OR OWNER/CLIENT _ &WATER LINES NEED CAN VIEW OR LOOK UP ANY NEW YORK STATE rt -t__-_ _-}� 2 LB. EPS RIGID INSULATION RETAIN STORM WATER RUNOFF TESTING BEFORE COVERIl�SC BUILDING CODE REFERENCES OR SECTION + PURSUANT TO CHAPTER 236 NUMBERS EITHER MENTIONED ON THESE PLANS �f�f OF THE TOWN CODE OR NOT,CAN GO TO THE FOLLOWING WEB STIE: la�.e n yar atiol3 HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM INTERIOR WALL 2X6 TYPE - CRUSH STONE qu s per 2X6 WD). STUD WALL @ 16" O.C. W/ ONE LAYER 5/8" GYP. BD. ON Code- must p :CIO 1� anuals EDUCATION LAWARTICLE 145 INS BOTHE ,SIDES OR 1/2" CEMENT BD. /GREEN BD. ON WET SIDE. f j and S rr. per PROFESSIONAL ENGINEERING&LAND /`t* SURVEYING,SECTION 7209;IT IS A VIOLATION OF TRUSS PLACARDING REQUIRED THIS LAW FOR ANY PERSON,UNLESS HE IS { S Enerry Code ACTING UNDER THE DIRECTION OF A LICENSED WOOD TRELIS ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY. 1 HR. FIRE RESISTANT GARAGE CEILING: Ob� r'OO COVER SHEET, LOT DATA, x nd du ' 'k 23/32 T&G SHEAT. (EXPOSURE 1) W/ 8d NAILS testing required. GENERAL LEGEND ( � 14" TG�I 360 @ 16" O.C. r SEAL,&-SIGNATURE DATE: 05-OS-2024 ROXUL, 5 1/2" MINR. WOOL BATT ' Q L GAL. STEEL HAT FURRING CHAN. @ 16" O.C. I r . _:' PROJECT#11631 -. . ..;�... ; '- .� . ' DRAWN BY: DR 1 LAYER 5/8 TYPE C G.W.B. o.� t A UG r� 3 (�I?j1 rn' CHECKED BY: DR t� G I'" SCALE: AS INDICATED �L�`zrrl`���^a?s... ,.• { 6 �Y .: SHEET J r 1 . 0 ~�4` k PAGE: 1 OF 18 DESCRIPTION DATE SIPS NOTES INREV. mAL SUBMISSION TO T.O.S. 05 14 24 Generated by REScheck-Web Software GENERAL NOTES: SECTION R319 PROTECTION AGAINST DECAY 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 (Compliance Certificate SIP BEST PRACTICES: SPLINES ARE FLUSH TO OSB FACINGS AT • CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION SITE ALL BEARING LOCATIONS To PROVIDE MIN. BEFORE BEGINNING ANY PHYSICAL WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE R319.1 LOCATION REQUIRED. 1. HANDLE SIPS WITH APPROPRIATE CARE. PROTECT SIP CORNERS AND AVOID LIFTING SIPS BY EDGE OF 1 1/2" BEARING FOR BOTH SPLINE AND INTENT TO THESE PLANS, SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING PROTECTION FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF TOP FACING. SIP. GOVERNING CODES, LAWS, ORDINANCE, ZONING AND REGULATION. NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH Project Ravn Residence 2. STORE SIPS AND ACCESSORIES A MINIMUM OF 3 INCHES ABOVE GROUND/SURFACE. SUPPORT SIPS • ALL WORK SHALL CONFORM TO THE NEW YORK STATE BUILDING CONSTRUCTION CODE, AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL FLAT ON MINIMUM OF 3" WIDE STICKERS WITH LENGTH EQUAL TO THE WIDTH OF THE SIPS WITH - - N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE AND ALL LOCAL, RULES, BE LISTED IN SECTION 4 OF AWPA Ut. STICKERS PLACED NO FURTHER THAN FOUR FEET ON CENTER, OR EQUIVALENT. - _ _ _ REGULATIONS AND ZONING LAWS. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 Energy Code: 2018 3. PROTECT SIPS AND ACCESSORIES FROM WEATHER WITH BREATHABLE OPAQUE, WHITE, OR - - _ - _ - • IF, DURING THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES OR Location: Peconic, New York _ INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305MM) TO THE LIGHT-COLORED COVERINGS. IMPORTANT! DO NOT USE CLEAR OR COLORED PLASTIC FILMS TO COVER - - - CONFLICTS WITH WHAT IS INDICATED ON THESE PLANS AND SPECIFICATIONS. THE Construction Type: Single-famiily f / -. - - EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE SIPS. KEEP SIPS COVERED TO AVOID EXPOSURE TO.-WEATHER FOR AN EXTENDED PERIOD OF TIME. SIP TAPE LOCATED INTERIOR !OR j / /r _ - _ _ t CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD THE CONTRACTOR PERIPHERY OF THE BUILDING FOUNDATION. Project Type: New Construction EXPOSURE TO MOISTURE CAN CAUSE WOOD PRODUCTS TO SWELL MAKING INSTALLATION MORE EXTERIOR PER PBS-1105 / // FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL ASSUME Orientation: Bldg.faces;270 deg.from North DIFFICULT. PROTECT SIPS FROM WEATHER AS SOON AS PRACTICAL AFTER INSTALLATION. // // / - - ALL RESPONSIBILITY AND LIABILITY ARISING THERE OF. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION Conditioned Floor Area: 4,283 ft2 4. INSTALL FASTENERS FLUSH TO SIP FACING SURFACE. BE SURE NOT TO OVERDRIVE SCREW HEADS f/ / - - _ • WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. NO OVERSIGHT,ERROR,OR OMISSION ON THE // THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY THE ENGINEER AND PART OF THE ENGINEER/ARCHITECT,OR HIS/HER Glazing Area 12% INTO SIP FACINGS. f/ / �/ - SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH 5. IF FIELD CUTTING OPENINGS BE SURE THAT THE EDGE OF THE OPENING CUTS STOP AT A COMMON /// TO THE BEST OF HIS KNOWLEDGE AND BELIEF MEET THE REQUIREMENTS OF THE N.Y.S. THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. REPRESENTATIVE SHALL LEGALIZE THE Climate Zone: 4 (5572 H©D) ALL MEMBERS OF // /� ENERGY CONSERVATION CONSTRUCTION CODE. ERECTING,CONSTRUCTION,ALTERATION, Permit Date: CORNER. CONTINUATION OF THE CUT PAST THE CORNER SIGNIFICANTLY DECREASES THE STRUCTURAL STRUCTURAL 2X SPLINES j/ // / // / / • CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT IN ORDER TO MINIMIZE DAMAGE TO THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING REMOVAL,USE,OR OCCUPANCY OF A BUILDING Permit Number: CAPACITY OF THE SIP. CONTINUOUS BETWEEN f/ // / // / /// ANY EXISTING AREAS AND CONDITIONS. EXISTING WORK DAMAGED AS A RESULT OF CLEARANCES OF LESS THAN 0.5 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. OR STRUCTURE THAT DOES NOT CONFORM TO All Electric true 6. PROVIDE LEVEL AND SQUARE FOUNDATIONS AND/OR SUPPORTING FLOORS. REMOVE DEBRIS FROM SILL SUPPORTS. f/ / / / /// NEW CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, AT NO THE PROVISIONS OF THE BUILDING CODE AND / WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A THE BUILDING ZONE ORDINANCE. PLATE BEFORE SIP INSTALLATION. / // Is Renewable true 7. INSTALL SIPS IN ACCORDANCE WITH APPROVED DRAWINGS. DOUBLE CHECK SIP SIZES AND ELECTRICAL // / / // / ADDITIONAL COST TO THE OWNER. CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND. ANY DEVIATION FROM ANY STRUCTURAL Has Charger true CHASE ORIENTATION WITH SIP SHOP DRAWINGS BEFORE INSTALLATION. j // THE ENGINEER HAS NOT BEEN RETAINED FOR ON SITE INSPECTION OR OBSERVATION OF ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY' SLABS, UNLESS• DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT MEMBERS AS INDICATED THESE PLANS SUCH Has Battery: true 8. DETAILS SPECIFYING SIP TAPE AND SEALANT APPLICATION MUST BE FOLLOWED. / / / / // / `rP AS HORS TRIMMERS,1-BEAMS. Has Heat Pump: true f// // / PQ CONSTRUCTION. 9. PROVIDE ADEQUATE BRACING OF SIPS DURING INSTALLATION. / SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. PARALLAMs,MICROLAMS,TRUSSES,FLR.JSTS., 10. FOLLOW PROPER NAILING REQUIREMENTS ACCORDING TO DETAILS AND JOB SPECIFIC ENGINEERING. BE �/ // / // p DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, SURE TO ADJUST YOUR NAIL GUN SO THAT NAIL HEAD IS FLUSH TO SIP FACINGS. f / /// // / // / THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH THEY ARE MADE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOIW GRADE EXCEPT WHERE STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, 11. USE FACTORY PROVIDED ELECTRICAL CHASES IN SIP CORE OR SURFACE MOUNT CONDUIT. FACINGS � /// // / / / S' EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR SITES LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE / o, AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS ARCHITECT PRIOR TO THE COMMENCEMENT OF SHOULD NOT BE CUT HORIZONTALLY OR VERTICALLY IF ADDITIONAL CHASES ARE REQUIRED. CONSULT f /// // / / / o� OR EXTENSIONS AND EXPANSIONS TO THIS PROJECT EXCEPT BY WRITTEN AGREEMENT OR FRAMING MEMBERS ANY PHYSICAL WORK. Construction Site: Owner/Agent: Designer/Contractor: YOUR SIPS REPRESENTATIVE TO DISCUSS OPTIONS. / / / //// v ALONG WITH APPROPRIATE COMPENSATION TO THIS ENGINEER. 625 Wells Road Daniella Ravn 12. MAKE SURE TO PRE-DRILL TOP AND BOTTOM PLATES FOR THE VERTICAL ELECTRICAL CHASES IN THE / / / �' • WHERE JOIST HANGERS OR STEEL FRAME CARRIERS ARE USED AND WHERE WOOD CONTRACTOR SHALL CHECK AND VERIFY ALL Peconic,NY 11958 New Habitat Architecture&Design, �/ CONDITIONS AT THE CONSTRUCTION SITE WALL SIPS. PRE-DRILL DRILL VERTICAL MEMBERS AT HORIZONTAL CHASE LOCATIONS. f /// // // / �Q CONNECTORS TYPE OR GUSSET ARE CALLED FOR THESE DRAWINGS ONLY FASTENERS R319.1.1 FIELD TREATMENT. FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES 11171 Old County Road 13. SIPS CAN BE HEAVY. LIFT AND PLACE SIPS WITH APPROPRIATE EQUIPMENT. / // // / / Q RECOMMENDED BY THE MANUFACTURER ARE TO BE USED. OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH BEFORE BEGINNING ANY PHYSICAL WORK.HE suite 6 y 14. WHEN USING 2X, ENGINEERED WOOD, OR I-JOIST SPLINES, USE ONLY CONTINUOUS MEMBERS; �/ / / o'er • SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO PROVIDE A STORM DRAINAGE SYSTEM FOR ALL ROOFS AND PAVED AREAS. AWPA M4. THESE PLANS,SPECIFICATIONS AND ALL OTHER Plainview,NY 11803 STRUCTURAL SPLINES MUST BE CONTINUOUS BETWEEN SUPPORTS. I I // / THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS METHODS, INFORMATION INCLUDING GOVERNING CODES, 631885ita4arch@gmail.com 15. PROVIDE APPROPRIATE BEARING FOR ROOF SIPS PER DETAILS. / TECHNIQUES, SEQUENCES AND PROCEDURES EMPLOYED BY CONTRACTORS IN THE LAWS,ORDINANCE,ZONING AND REGULATION 16. BEFORE COVERING ROOF SYSTEM MAKE CERTAIN THAT OSB MOISTURE CONTENT OF TOP + BOTTOM / R319.1.2 GROUND CONTACT. ALL WOOD IN CONTACT WITH THE GROUND, FACINGS, AND SPLINE MATERIAL DOESN'T EXCEED APA MAXIMUM MOISTURE CONTENT / PERFORMANCE OF THEIR WORK, AND SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE RECOMMENDATIONS. ANY CONTRACTOR WITH THE OWNER, AND IN ACCORDANCE WITH THESE PLANS AND THE CONTRACTOR SHALL VERIFY ALL 17. MAKE SURE SIPS ARE CLEAN AND DRY BEFORE APPLYING INTERIOR OR EXTERIOR MATERIALS. ///�� SPECIFICATIONS. EXPOSED TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN EXISTING ART NG CONSTRUCTION&SHALL RUCTION DIMENSIONS NOTIF Y • THESE DRAWINGS ARE NOT TO BE USED FOR ANY OTHER SITE LOCATION OTHER THAN OCCUPANCY SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR S 18. ALL SIP ROOF PENETRATIONS SHOULD BE REVIEWED BY A LICENSED STRUCTURAL ENGINEER. GROUND CONTACT USE, EXCEPT UNTREATED WOOD MAY BE USED WHERE ENTIRELY BELOW THE ENGINEER OF ANY AMBIGUITIES OR Compliance: 32.1%Better Than Code Maximum UA:759 Your UA:515 Maximum SHGC:0.40 Your SHGC:0.40 19. USE CODE RECOGNIZED FLASHINGS AND EXTERIOR WALL AND ROOF COVERINGS. THAT INTENDED BY THE PARTY NAMED ON THESE DRAWINGS FOR ONE PLOT LOCATION, GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER. DISCREPANCIES BEFORE PROCEEDING WITH THE The%Better or worse Than Code Index reflects how close to compliance a minim the house is based on code trade-off rules' 20. USE CODE RECOGNIZED THERMAL BARRIERS ON INTERIOR PER BUILDING CODES. WITHOUT REVIEW AND WRITTEN PERMISSION FROM THE ENGINEER. THESE DRAWINGS WORK.IF ANY QUESTIONS ARISE BEFORE OR It DOES NOT provide an estimate of energy use or cost rellative to a minimum-code home. DURING CONSTRUCTION AS TO THE INTENT OR R319 M COMPATIBLE WITH EPS.. FILL ALL VOIDS WITH LOW EXPANDING FOA21. PLUMBING SHOULD NOT BE INSTALLED WITHIN SIPS; SEE PBS-112 AND PBS-111 FOR ALTERNATIVES. SPLINES ARE (FLUSH TO FOAM ARE PREPARED FOR THE SOLE USE TO CONSTRUCT ONLY ONE BUILDING AT THE . Slab-on-grade tradeoffs are no longer considiered in the UA or performance compliance path in REScheck.Each slab-on-grade SPECIFIED LOCATION. 1.3 GEOGRAPHICAL AREAS. DETAILS OF THE DRAWINGS,THE CONTRACTOR assembly in the specified climate zone musts meet the minimum energy code insulation R-value and depth requirements. 222. SIP STRUCTURES SHOULD BE REVIEWED A A LICENSED STRUCTURAL ENGINEER. SIP SUPPLIER IS NOT AT OVERHANGS TO ALLOW FOR SHALL CALL THE DESIGNER FOR CLARIFICATION CONTINUIOUS SUBFASCIA • THE ENGINEER &/OR PREPARER IS NOT RESPONSIBLE FOR ANY DEVIATION FROM THESE IN GEOGRAPHICAL AREAS WHERE EXPERIENCE HAS DEMONSTRATED A SPECIFIC NEED, AND/OR INSTRUCTIONS.IF THE CONTRACTOR RESPONSIBLE FOR ERRORS IN DESIGN OR ENGINEERING. DIAPHRAGM CHORD. PLANS AS APPROVED BY THE BUILDING DEPT. AND AS PER N.Y.S. FIRE PREVENTION & APPROVED NATURALLY DURABLE OR PRESSURE-PRESERVATIVE-TREATED WOOD SHALL BE FAILS TO FOLLOW THE ABOVE PROCEDURE HE 24. PROJECT MUST MEET LOCAL CODE.. ENGINEERED DETAILS TAKE PRECEDENCE OVER GENERIC DETAILS. / CURRENT NYS BLDG. CODE. USED FOR THOSE PORTIONS OF WOOD MEMBERS THAT FORM THE STRUCTURAL SUPPORTS OF SHALL CONSEQUENCES OF HIS OACTIONS AND/OR 26.. FIELD MODIFICATIONS TO SIPS, SUCH AS OPENINGS AND PENETRATIONS, SHOULD BE REVIEWED BY A NSIBILITY FOR E Envelope Assemblies 2 BUILDINGS, BALCONIES, PORCHES OR SIMILAR PERMANENT BUILDING APPURTENANCES WHEN DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE THOSE MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY LICENSED STRUCTURAL ENGINEER. CONSTRUCTION NOTES: ROOF, EAVE, OVERHANG OR OTHER COVERING THAT WOULD PREVENT MOISTURE OR WATER CONTRACTOR. 2X TOP PLATE NOTES: TAPE APPLICATION SEQUENCE: ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN MEMBERS. DEPENDING ON LOCAL THESE PLANS DO NOT RELIEVE THE HIP ROOF:Flat Coiling or Scissor Truss 998 30.0 24.0 0.019 0.026 19 26 1. IT IS CRITICAL SIPS ARE SEALED FOLLOWING DETAILS TO CONCRETE FOOTINGS ARE TO REST ON FIRM VIRGIN SOIL. FOOTINGS ARE DESIGNED EXPERIENCE, SUCH MEMBERS MAY INCLUDE: CONTRACTOR OR THEIR SUB-CONTRACTOR OF mud room Ceiling:Flat Ceiling or Scissor Trruss 213 30.0 24.0 0.019 0.026 4 6 PREVENT POTENTIAL MOISTURE DAMAGE. 1, APPLY TAPE TO101NTS OVER BEAMS ASSUMING A MINIMUM OF (1) TON PER SQ HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS AND DECKING. RESPONSIBILITY FOR FULL COMPLIANCE WITH 2. MAKE CERTAIN SURFACES ARE CLEAN, DRY, AND FREE OF ROLL OUT TAPE CENTERED (OVER BEAM PRIOR TO SIP INSTALLATION AND SECURE TEMPORARILY WITH STAPLES. AFTER SOIL BEARING CAPACITY, SUBJECT TO TEST, INSPECTION AND VERIFICATION. VERTICAL MEMBERS SUCH AS POSTS, POLES AND COLUMNS. THE CONTRACT REQUIREMENTS:FOR THE Garage loft Ceiling:Cathedral Ceiling 753 30.0 24.0 0.019 0.026 14 20 DIRT AND FOREIGN MATERIALS PRIOR TO PLACEMENT OF • CONCRETE IS TO BE 3500 LBS. PER SQ. INCH. COMPRESSIVE STRENGTH AT 28 DAYS. ALL BOTH HORIZONTAL AND VERTICAL MEMBERS. CORRECTNESS OF DIMENSIONS;CLEARANCES SIPS ARE INSTALLED AND SIECURED OVER TAPE, REMOVE BACKING, PRESS FIRMLY INTO PLACE, AND FIRMLY ROLL. WORK TO BE IN ACCORDANCE WITH A.C.I. STANDARDS. AND MATERIAL QUANTITIES;FOR PROPER DESIGN CATHEDRAL ROOF:Cathedral Ceiling 1,980 30.0 24.0 0.019 0.026 38 51 INSTALL SEALANT SEALANT. STRUCTURAL STEEL TO BE F -50 KSI FABRICATED AND ERECTED ACCORDING TO THE TECHNIQUEOSRFOR PIROPIEON AND R COORDINATION WITH Front west elevation):Structural Insulated Panels AT EVERY 3. ALWAYS APPLY 3/8" DIAMETER CONTINUOUS BEAD 2 INSTALL SIPS u ( ) R319.1.4 WOOD COLUMNS. 1,700 41.0 0.027 0.060 35 77 I I CORNER. 4. ALWAYS APPLY SEALANT IN A STRAIGHT LINE OFFSET 1" A.I.S.C. CODE. OTHER TRADES AND FOR PROVIDING ALL Orientation:Front: IF RAIN IS OCCURRING AT TIME OF SIP ROOF INSTALLATION RUN A BEAD OF SEALANT AT EXTERIOR SIP JOINT TO WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED DEVICES REQUIRED FOR SAFE AND >_ FROM FACE OF OSB. PREVENT MOISTURE PENETRATION INTO SPLINE JOINT. IF YOU BELIEVE RAIN WILL BE LIKELY DURING INSTALLATION STRUCTURAL LUMBER TO BE MINIMUM fb 850 IN BENDING b UNDER NORMAL LOADING. I- HEM-FIR OR DOUGLAS FIR TO BE USED. PRESSURE-PRESER VAT VE-TREATED WOOD. EXCEPTIONS: SATISFACTORY CONSTRUCTION&OPERATIONS. 5. STORE SEALANT IN A WARM AREA PRIOR TO INSTALLATION CONTACT YOUR SIP REPRESENTATIVE TO PURCHASE ADDITIONAL SEALANT.Project Title: Raven Residence Report date:07/30/24 DURING COLD WEATHER. DOUBLE JOISTS UNDER PARTITIONS THAT RUN PARALLEL TO SAME DOUBLE JOISTS AND COLUMNS EXPOSED TO THE WEATHER OR IN BASEMENTS WHEN SUPPORTED BY CONCRETE I I ( � ' RAFTERS AROUND ALL OPENINGS. 3, APPLYSILY SIP TAPE ON • ALL HEADERS ARE TO BE 2 2x8'S UNLESS OTHERWISE INDICATED. HEADERS TO REST ON INCHES (152 MM) ABOVE EXPOSED EARTH AND THE EARTH IS COVERED BY AN APPROVED Data filename: Page 1 of2 I I 6. REFER TO SEALANT SAFETY DATA SHEETS. PIERS OR METAL PEDESTALS PROJECTING 1 INCH 25.4 MM ABOVE A CONCRETE FLOOR OR 6 7. ONE 20 OUNCE TUBE OF SEALANT APPLIED AT A 3/8" 0 DO NOT APPLY SIP TAPE Ot`N THE UNDERSIDE OF ROOF SIPS PRIOR TO THE INSTALLATION OF ROOFING UNDERLAYMENT ( ) PRELIMINARY SIP BEAD WILL YIELD 27 LINEAL FEET. PERIODICALLY CHECK YOUR AND ROOF COVERING. DOUBLE STUD POSTS EACH BEARING SIDE. PROVIDE SOLID VERTICAL SUPPORTS U?,DER IMPERVIOUS MOISTURE BARRIER. APPLICATION TO ENSURE THAT YOU ARE APPLYING 1 ALL BEAMS. BID/ PERMIT 8 COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE SEALANT AT THE CORRECT RATE. FLOOR FRAMING TO BE REINFORCED WITH 5/43 WOOD CROSS BRIDGING AT MIDSPAN AND ft PERIPHERY OF THE BUILDING WHEN SUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL DRAWINGS o CONTINUOUS SEALAN�' AFTER SIP SHOP DRAWINGS ARE COMPLETE WE WILL o MAXIMUM SPACING OF 8'-0 O.C. AT A HEIGHT MORE THAN 8 INCHES (203MM) FROM EXPOSED EARTH AND THE EARTH IS A c t0J INCLUDE ENOUGH SEALANT TO APPLY (2) 3/8" BEADS • TIES: UNLESS SHOWN OTHERWISE, AUXILIARY RAFTER TIES SHALL BE 2x4'S @16"O.C. TIED A<c aFroR`� AROUND THE ENTIRE FABRICATED SIP PERIMETER 4' " " BACK TO A MINIMUM OF (3) CEILING BEAMS WHEN SUCH BEAMS AND RAFTERS ARE COVERED BY AN IMPERVIOUS MOISTURE BARRIER. INCLUDING OPENINGS. IF YOU REQUIRE ADJUSTMENT TO a PERPENDICULAR TO EACH OTHER. DIAL 811 THE SEALANT PROVIDED BE SURE TO NOTIFY PREMIER A, ALL WINDOWS TO HAVE STRUCTURAL SUPPORT MULLIONS UNLESS OTHERWISE NCT;O. R319.1.5 EXPOSED GLUED-LAMINATED TIMBERS. PROPERTY PRIOR TO SIGNING A CONTRACT OF SALE. INFORMATION Mud room Door:Sol d Door(under 50%glazimg) I ( � • ALL WOOD OR STEEL COLUMNS OR POSTS ARE TO BE PROPERLY BRACED AND ANCHORED. THE PORTIONS OF GLUED-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A THE STATE OF NEW 21 0.350 0.320 7 9. FAILURE TO FOLLOW SEALANT APPLICATION INSTRUCTIONS �,P ALL FLOOR JOISTS SUPPORTING BATHROOMS AND KITCHEN AND LAUNDRY EQUIPMENT TO BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY SCTM YO IF REQUIRES Orientation:Front WILL VOID WARRANTY. IT IS CRITICAL THAT SIPS ARE 2 �J�� � o " NOTIFICATION BY 4" BE SPACED AT 12 O.C. MINIMUM. PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH DISTR.:1000 EXCAVATORS, Front Door:Solid Door(under 50%glazing) 40 0.350 0.320 14 13 I I SEALED CORRECTLY TO PREVENT MOISTURE FROM Orientation:Front I • ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U VALUE OF .40 OR BETTER. PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE (OR SECTION:75 DESIGNERS OR ANY Doors:Solid Door under 50%glazing) CONDENSING INSIDE THE SIPS. ADEQUATE AIR EXCHANGE N ^N • A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED ON THE CEILING PERSON PREPARING TO garage ( g g 171 0.350 0.320 60 55 EQUIPMENT WILL SIGNIFICANTLY REDUCE THIS RISK CHECK o PRESERVATIVE-TREATED WOOD. BLOCK: Orientation:Front ADJACENT TO THE SLEEPING SPACES IN ACCORDING WITH THE N.Y.S. CODE 721.1 DISTURB THE EARTH'S WITH A MECHANICAL ENGINEER FOR SPECIFIC D LOT:3.3 SURFACE ANYWHERE IN INLINE 325 SERIES:Other REQUIREMENTS FOR YOUR STRUCTURE. • WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL R319.2 QUALITY MARK. ZONE:R-80 THE STATE. 186 0.260 0.320 48 59 MINIMUM 2" OF SIP FRAME, REINFORCE FRAME AROUND ADJACENT TO INTERFERENCE AS REQUIRED TO MAINTAIN SHGC:0.40 Orientation:Front STRUCTURAL INTEGRITY OF WALLS, FLOORS, CEILINGS, ROOFS, LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE-PRESERVATIVE--TREATED IN ACCORDANCE OWNER: II SEALANT APPLIED TAPE ADHESION H SIDE SIP ETC. WITH SECTION R319.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY OF Orientation:Back ELECTRICAL CHASES THAT MAINTAINS STEPHEN&DANIELLA RAVN Back(East elevation):Structural Insulated Paine s 1,700 41.0 0.027 0.060 38 84 CONTINUOUSLY AROUND FACINGSJOINT AT TYPICALCONTINUING SUPERVISION, TESTING AND INSPECTION OVER THE QUALITY OF 16 SAGAMORE ROAD EAST NORWICH, NY Mud Room Door:Solid Door(under 50%glaziing)Orientation:Back 18 0.350 0.320 6 6 I I I 1" VARIES 1" THE PRODUCT AND THAT HAS BEEN APPROVED BY AN ACCREDITATI(ON BODY THAT COMPLIES 11732 I 2 DIAMETER WITH THE REQUIREMENTS OF THE AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD 631-885-1641 Porch Door:Glass Door(over 50%glazing) FULL 3 8 BEAD SEALANT IS REQUIRED. T SHGC:0.40 40 0.350 0.320 14 13 I I PROGRAM. dravn@aelandsurveying.com / " Orientation:Back I I NOT A FLATTENED 3/8" WIDE RIBBON.INLINE 325 SERIES:Other SEALANT WILL SPREAD DURING ASSEMBLY. A I I ARCHITECT: SHGC:0.40 243 0.260 0.320 63 78 _ THE CONSTRUCTION TYPE R319.2.1 REQUIRED INFORMATION. THE REQUIRED (QUALITY MARK ON EACH I REFLECTIVE I , "III", "Iv" OR "v- ro FIRMLY ROLL DESIGNATION SHALL BE 'I"' PIECE OF PRESSURE-PRESERVATIVE-TREATED LUMBER OR PLYWOOD SHALL CONTAIN THE New Habitat Architecture & Orientation:Back INSTALL I; I ALL TAPE WHITE INDICATE THE CONSTRUCTION FOLLOWING INFORMATION: Side(north)wall:Structural Insulated Panels SEALANT I I I CLASSIFICATION OF THE Orientation:Left side 919 41.0 0.027 0.060 25 55 AT EVERY STRUCTURE UNDER SECTION IDENTIFICATION OF THE TREATING PLANT. Design, p.c. 602 OF THE BCNYS Side(south)wall:Structural Insulated Panels 1,134 41.0 0.027 0.060 25 56 CORNER. I I TYPE OF PRESERVATIVE. 1171 Old Country Road suite 6 Orientation:Right side I I THE MINIMUM PRESERVATIVE RETENTION. Plainview,NY 11803 1. IT IS CRITICAL SIPS ARE SEALED FOLLOWING DETAILS TO PREVENT tel:631 -393-2871 INLINE 325 SERIES:Other 2X BOTTOM PLATE POTENTIAL MOISTURE DAMAGE. /4 END USE FOR WHICH THE PRODUCT WAS TREATED. fax:516-822-27a3 SHGC:0.40 196 0.260 0.320 51 63 1" VARIES 7" STANDARD TO WHICH THE PRODUCT WAS TREATED. newhabitatarch@gmail.com Orientation:Right side SECTION 2. MAKE CERTAIN SURFACES ARE CLEAN, DRY, AND FREE OF DIRT AND REFLECTIVE RED STROKE @g FOREIGN MATERIALS PRIOR TO PLACEMENT OF SEALANT. PANTONE #187 IDENTITY OF THE APPROVED INSPECTION AGENCY. garage Floor:Slab-On-Grade(Unheated) \ 3. ALWAYS APPLY 3/8" DIAMETER CONTINUOUS BEAD. THE DESIGNATION "DRY" IF APPLICABLE. EXCEPTION: QUALITY MARKS ON LUMBER LESS Insulation depth:4.0' 104 10.0 0.640 0.700 0 0 Insulation position:Horizontal Insulation jj !; 4. ALWAYS APPLY SEALANT IN A STRAIGHT LINE OFFSET 1" FROM FACE OF THAN 1 INCH (25.4 MM) NOMINAL THICKNESS, OR LUMBER LESS THAN NOMINAL 1 INCH BY 5 Mud room slab:Slat-On-Grade(Unheated) i I OSB. DESIGNATION FOR STRUCTURAL INCHES 25.4 MM BY 127 MM OR 2 INCHES BY 4 INCHES 51 MM BY 102 MM OR LUMBER PECONIC RESIDENCE COMPONENTS THAT ARE OF TRUSS ( ) ( ) Insulation depth:4.0' 65 20.0 0.261 0.360 0 0 j 5. STORE SEALANT IN A WARM AREA PRIOR TO INSTALLATION DURING COLD OR ENGINEERED TYPE 36 INCHES 914 MM OR LESS IN LENGTH SHALL BE APPLIED BY SITAMPING THE FACES OF Insulation position: Fully Insulated(uniform FR-value j WEATHER. CONSTRUCTION ( ) SITUATED AT across perimeter and under slab) I I EXTERIOR PIECES OR BY END LABELING NOT LESS THAN 25 PERCENT OF THE PIECES OF A 6. REFER TO SEALANT SAFETY DATA SHEETS. FLOOR FRAMING, INCLUDING 625 WELLS ROAD PECONIC, NY 11958 Crawl Space Wall:Solid Concrete or Masonry/ 7. ONE 20 OUNCE TUBE OF SEALANT APPLIED AT A 3/8" 0 BEAD WILL YIELD 27 F GIRDERS AND BEAMS BUNDLED UNIT. Wall height: grade: 2,083 0.0 23.4 0.039 0.065 54 90 LINEAL FEET. PERIODICALLY CHECK YOUR APPLICATION TO ENSURE THAT TOWN OF SOUTHOLD Depth below grade: ' SECTION YOU ARE APPLYING SEALANT AT THE CORRECT RATE. "R" ROOF FRAMING R319.3 FASTENERS. SUFFOLK COUNTY NY. Insulation depth:6.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 8. AFTER SIP SHOP DRAWINGS ARE COMPLETE WE WILL INCLUDE ENOUGH "FIR"FR" FLOOR'AND ROOF FRAMING FASTENERS FOR PRESSURE-PRESERVATIVE AND FIRE-RETARDAN T-TIREATED WOOD SHALL BE ' 3 SCTM: DISTRICT 1000, SECTION 75, calculations submitted with the permit applicatiion.The proposed building has been designed to meet the 2018 IECC requirements in SEALANT TO APPLY ( ) /8" BEADS AROUND THE ENTIRE FABRICATED SIP OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR REScheck Version: REScheck-Web and to ccomply with the mandatory requirements listed in the REScheck Inspection Checklist. PERIMETER INCLUDING OPENINGS. IF YOU REQUIRE ADJUSTMENT TO THE COPPER. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE BLOCK 6, LOT 3.3 FULL BEAD SEALANT IS SEALANT PROVIDED BE SURE TO NOTIFY PREMIER PRIOR TO SIGNING A NOTE: LABEL TO PLACED AT REQUIRED. NOT A FLATTENED WITH ASTM A 153. EXCEPTIONS: CONTRACT OF SALE. OUTDOOR ELETRCAL BOX AND Name-Title Signature Date 3/8" WIDE RIBBON. SEALANT 9, FAILURE TO FOLLOW SEALANT APPLICATION INSTRUCTIONS WILL VOID INDOOR ELETRICAL PANEL. ONE-HALF-INCH (12.7 MM) DIAMETER OR LARGER STEEL BOLTS. WILL SPREAD DURING ASSEMBLY. WARRANTY. IT IS CRITICAL THAT SIPS ARE SEALED CORRECTLY TO FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF THE GENERAL CONTRACTOR OR OWNER/CLIENT PREVENT MOISTURE FROM CONDENSING INSIDE THE SIPS. ADEQUATE AIR MECHANICALLY DEPOSITED ZINC %%2 COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE CAN VIEW OR LOOK UP ANY NEW YORK STATE DESIGN LOADS WITH ASTM B 695, CLASS 55 MINIMUM. BUILDING CODE REFERENCES OR SECTION EXCHANGE EQUIPMENT WILL SIGNIFICANTLY REDUCE THIS RISK, CHECK WITH NUMBERS EITHER MENTIONED ON THESE PLANS A MECHANICAL ENGINEER FOR SPECIFIC REQUIREMENTS FOR YOUR OR NOT,CAN GO TO THE FOLLOWING WEB STIE: Project Title: Ravn Residence Report date: 07/30/24 STRUCTURE. L/480 LIVE LOAD DEFLECTION HTTP://PUB LI CECOD ES.CYB E RREGS.COM/ST/NY/ST/IN DEX.H IM Data filename: Page 2 of2 EDUCATION LAW ARTICLE 145 ROOF 25 PSF LIVE/SNOW LOAD PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF 15 PSF DEAD LOAD THIS LAW FOR ANY PERSON,UNLESS HE IS INSTALL S ANT // / SIP 40 PSF TOTAL LOAD ACTING UNDER THE DIRECTION OF A LICENSED AT EVERY // / ENGINEER OR LAND SURVEYOR,TO ALTER AN CORNER / FLOOR BEDROOM 30 PSF LIVE LOAD ITEM IN ANYWAY. ADD "T' ABOVE INSULATED WALL. INSTALL BEAD AT 10 PSF DEAD LOAD SIP WALL TO SIP 40 PSF TOTAL LOAD DESIGN CRITERIA ROOF CONNECTION FLOOR LIVING 40 PSF LIVE LOAD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA // // PER PBS-500 GENERAL NOTES 10 PSF DEAD LOAD ENERGY COMPLIANCE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD DESIGN DESIGN UNDERLAYMENT FLOOD 50 PSF TOTAL LOAD SNOW LOAC SPEED HAZARDS SE -&-SIGNATURE DATE: 05-05-2024 CATEGORY WEATHERINIG FROST LINE DEPTH TERMITE DECAY TEMP. REQUIRED CO TINUOUS SEALANT =' .'` DECK 30 PSF LIVE LOAD =-t"-��'°'�'-` ' °��~ ` \ � .........., �.�,� PROJECT#11631 FEMA PANEL 0162H PSF DEAD LOAD DRAWN BY: DR�" }`'t'"'" '.': ti;!;:`25 PSF 130 MPH C SEVERE 36 M-H M 11 10 ZONE X (FLOOD EL 6) 40 PSF TOTAL LOAD NECKED BY: SR SEALANT AT SEALANT APPLIED EMBEDDED SPLINE CONTINUOUSLY AROUND SOIL SAND, SILTY SAND (SP) { j }, % 'f SCALE: AS INDICATED HEET JOINTS ELECTRICAL CHASES 2,000 PSF F'_ I:_ �a A l 1 `'�` PAGE: 2 OF 18 C _ - INITIAL SUBMISSION TO T.O.S. OS 14 24 REV. DESCRIPTION DATE 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 C ......... ­C R 'EX-, jS 5Fo 99' \ 1.0 • �-` \ \ _ _ 41°50 3 � _/ �_���- - � ,' ,o • .- T - o.�'°- \ \ \.S3-1�3�4 \ 52 / l • \ , t \ -• 2 1 •_ °0 \ PART OF THE ENGINEER/ARCHITECT, N HIS/HER / / �• \ \ � �j °-,^ q�E � � i i _ �..- , 1• � � _ _ - - _. \ 1 r�,�)//�//� �f_ NO OVERSIGHT,ERROR,OR OMISSION ON THE ® • ' • ' ' • • ./ , \ , \,� \ \ e �� 7 '�� '7 �t_� ' , -b� , , • \ \ ' , - ►- , • \'tw I L�'LL 1 - -•' Ii�� • - J �_M REPRESENTATIVE SHALL LEGALIZE THE = • , , /�( W'(�L 1.0� _ _•' \ \ \ \�-- - ERECTING,CONSTRUCTION,ALTERATION, �N1=1 L•ANiSS / / \ \' \ ' •� ,-•- ;_._ /! / � �`- •_ _ _ I- �`- 2.3 •\ • �, , \ . \, \i-- -_ - �� ��� \ �\ \ �' REMOVAL,USE,OR OCCUPANCY OF A BUILDING -• .� / \ , �� -. -_ _ _ _�/ /y •' •- -,- I _ / "\ \ �,\ \ ♦%♦ - \ \ 0 7' - �� OR STRUCTURE THAT DOES NOT CONFORM TO ( n THE PROVISIONS H LDINNG ZONE ORDINANCE.ODE AND _ _ _ _ _ _ O !• '� ,� - - - - - - - - ��'-Y/-�� 3.2 ` \ ` _ \\ \ •\ . ': - frT - - - _ _ - ���� \.\ \ p�PO,o \- - / // I ANY DEVIATION FROM ANY STRUCTURAL 7 MEMBERS AS INDICATED ON THESE PLANS SUCH '�w\\� / / ' - ' \ \ \ \ \.\ - - - - - - _ "`D ,\ \ ,\\'�• \� i�\ r(�QQ AS HORS_TRIMMERS,1-BEAMS. OC,( PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, 'Cp�E� / - _ - - _- O / \ - . / / / \ \ \ I \ / / - \ \ - \� �6'^ x�Q \ STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, �� �• \ LEDGER BRDS.,ETC,SHALL BE REPORTED TO THE \ / : \ / / / / / \ \ \ \ \ \ �- �J / \ C `� •\ \ �� f ARCHITECT PRIOR TO THE COMMENCEMENT OF ! 3.8 ANY PHYSICAL WORK. J ! _ WETS FLAG BY CONTRACTOR SHALL CHECK AND VERIFY ALL STEPHEN RAVN, P.E.,/P.L.S. / \4:- - // / / / \ \ \\ \ -T- \ I I 13 2 �\ \\ \•\� �F/\ �\ ��� \ \ CONDITIONS AT THE CONSTRUCTION SITE LOCATED BY AMEBIC N BEFORE BEGINNING ANY PHYSICAL WORK.HE ENGI{dEERfNG BLAND \ \� / ' / \ \ \ / / / / \ \ \ , I \/ \ 2. \� 1 1 SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO SURVEYING, P.C. ON 12 0 20 \I / \ \ \ \ ' - \ - \ \\ N \ THESE PLANS,SPECIFICATIONS AND ALL OTHER / \��Q\S \ \ \ \ \\ 1 INFORMATION INCLUDING GOVERNING CODES, / - - - ���� PC�I \ \ \ / I \ \ \\ \ LAWS,ORDINANCE,ZONING AND REGULATION � � I I `5 \ \� �\\ _� \ \ \ \ \\\!11 SQ\ � � ..� � THE CONTRACTOR SHALL VERIFY ALL ` , I ]•6 \ \ \ \ \ \���„^ ��`�� \ EXISTING CONDITIONS&DIMENSIONS BEFORE :\ \ ; J I P \ \ / _ _ \ \ \ \' •1 �\ \ J ,, ♦ \ STARTING CONSTRUCTION&SHALL NOTIFY `]= \ \ / \\ \ 9 \ J \ 2\� �•\2��� -\ F� \\ THE ENGINEER OF ANY AMBIGUITIES OR / TOTAL LOT AREA: \ g \S� \ \ \ ,�� / \ \ \ I \ ` \ \�R \/Z \ �J DISCREPANCIES BEFORE PROCEEDING WITH THE \ ` R / �J WORK. IF ANY QUESTIONS ARISE BEFORE OR 2.278 ACRES GG ++ \ \ •\ ,`\• \-- \ UR`\ \ _ `co // \ \ 4 \ ` `^ DURING CONSTRUCTION AS TO THE INTENT OR --E \ CED 1 DETAILS OF THE DRAWINGS,THE CONTRACTOR ! / / -H : \ i` �j N \ \ CED A5 \ / `S \ _ _LAWN- \ \ �� �� 1 4.6 / I i 4 '� ♦ ` SHALL CALL THE DESIGNER FOR CLARIFICATION / i �^\ AND/OR INSTRUCTIONS.IF THE CONTRACTOR / I + : EXIST. NATU L VEGETATIOIV�0- _ _ CEO \ PROP. 3'H PO 1\RAIL FENCE ' _ J \ \ \ \ FAILS TO FOLLOW THE ABOVE PROCEDURE HE 6.8 -� 1 ' I w w �® \ I l SHALL ASSUME THE RESPONSIBILITY FOR THE 000 16� I I \ I / FRAME PLNT. % �\\ \ \ ( \ CONSEQUENCES OF HIS ACTIONS AND/OR 50.0' �� \ / SHED e I » V \ \ 1 \ \ DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE ' 6.9 4 :-- -_ t______._.___ _-_ -___-. : -_ "---, -- ------,---.: ------- Y-_-.-�_ .-_.. �_ �\ VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY 146.4�5 1 V � �� CED - 31702, W„ \ �\ , \ / * / I. FUTURE POOL AND CABANA. - nx T 6•g / Z (N33°17 47 W) CONTRACTOR. \ \ THESE PLANS DO NOT RELIEVE THE 01 J \ �_ UNDER SEPARATE PER _ - 1 _ - - - - w � / \ \ CED.- � s, �"' - .._.. 6.7 ,... I i ' F C _ _ , / .i _,�_ ____-- 4.;1 __ :'_ �, \ v / // 'f ! 0 RESIDENCE W/ PUBLIC \ 1 l�l \ \\ CONTRACTOR OR THEIR SUB-CONTRACTOR OF -_ - " CHE LAND NOW OR FORMERLY 1\\\`�� \ RESPONSIBILITY FOR FULL COMPLIANCE WITH / �j WATER J \\\� THE CONTRACT REQUIREMENTS:FOR THE P i \\�\\ ��, vE�op�� :; ;` : / oo ALFRED N. DINUNZIO JR., & NO WELLS FOUND"; I J CORRECTNESS OF DIMENSIONS;CLEARANCES _. = / / o Y F" ,- 1 BARBARA H. DINUNZIC 2$ AND MATERIAL QUANTITIES;FOR PROPER DESIGN / p ° 8 / ..i._.�y. t�•__ ; � , &DETAIL;FOR FABRICATION AND CONSTRUCTION 1 TECHNIQUES;FOR PROPER COORDINATION WITH // C� °Q / ;;>( . i;u ; / U_ CHE / / OTHER TRADES AND FOR PROVIDING ALL TOTAL DISTURBED AREA: / i _ 0{.;;' _ = `= i / \ I / / r. �. ; VEGETABLE GARDEN I DEVICES REQUIRED FOR SAFE AND 21,693 SF 0.498 ACRES c, ',;ui c: `' / \ `�' / ) �' z << 6 9 s_�, C� `,, o / / / SATISFACTORY CONSTRUCTION&OPERATIONS. _1 N / f I < ° CEDARS = / / EXISTING VEGETATION TO o ........................................_. ................._..-._.,.._._.._. 5.7 w // . � g" / co \\ / REMAIN o PRO®. SILT FENCE / - _ P I / - ® W CHE a _- s...*....'` i........._......................... ........... :GATE �,. PRELIMINARY > I HAY BALES <- / ...... = = 8 / ' O _ z - 6 6 `, L, / / -\ � BID/ PERMIT w . 'CED X.° :' _t. ; 2 STY FRAME 12 bT. ........._......._ I POP. DISTURB. / �' / / �` / ; ^°Ln° # 35 , . J z z I A EA ELECTRIC- _-:- =_ _-- -_- �_- N 7.8 �- '� / DRAWINGS J �-- - - - , J I 7 I ...... / .- ...li -,' : , t� }- - << BEFORE Q � - .... I ._.............: ......... _ _ -- 33 0 . ; ....... .... ;` PINE��"_` / / ` V � CED', QZ ! ....... .t 7.2 mvaoo ° 7.3 1y� 8 1 / y PINE PROPERTY DIAL 811 LL 6X® / / PROP. 3 H P T & 1 RAIL FENCE - P. INFORMATION ty � / 51.5 / O•V5\ a w - __ w w w w w w m r av� ,�.i dui w PROP. ... ................... ...... .......... .. .::........ .. oLP' w�5 • w w 'w�w�fw �•w�.8�c� \ _ ,.°O�- THE STATE OF NEW \ \ YORK REQUIRES Q ; / PORCH 7'O / N33 )h 02 W 4' II-F,E. ® LAWN 200.00' SCTM NOTIFICATION BY / 6.6 4�0. FFEL. 11.E o _ ,c E., / r�� , 24.0• J CRAWL / \ / s�' O r \ \ � \ \ \ \ } EXCAVATORS, DISTR.:1000 / 7 ® 9, SPACE _ CED Op (N33%17 47 W) O ! / ACCESS w/ ►'`7 SECTION:75 DESIGNERS OR ANY _ _ _ BLOCK:6 PERSON PREPARING TO DISTURB THE EARTH'S 7.3 U LOT:3.3 8 / / _ / 8/ ED 9 z POOL SURFACE ANYWHERE IN MCDONALD GEOSCIENCE ZONE:R-80 THE STATE. a- CED / / CED "� PROP• l w o LEGEND PROP Gq rSELCRAW( SPACE / o ON L N HEDGE BEARING PER FILED MAP TEST HOLE DATA OWNER: / F.F. EL10 GE o 00 / w - LAND NOW OR FORMERLY N33 ��02"♦N TREES TO BE REMOVED DATE: 08 17 2020 STEPHEN&DANIELLA RAVN 9 .t P I / I o „� PROP. R > GEORGINE ZANESKI m CH r' `� ' EFEL ESIDENCE l O o ! (N33'1T47"W) BEARING NAD83 (LIZONE) 16 SAGAMORE ROAD EAST NORWICH,NY TREES TO BE PRESERVED 11732 o ® 1200 / 7 5 co Z w ! o I.P. IRON do/OR STEEL PIPE FOUND a r F L. 8.0 BROWN SANDY m 6.3 / C 0•5 631-885-1641 / ED , J a GRASS o � cn � o 7.3 _ ' z wLLJ CONCRETE MONUMENT FOUND PROPOSED SPOT ELEVATION TREE REMOVAL SCHEDULE NOTE: dravn@ae an sury om \.� / / 1,4 �, Q MON. CEDAR TREES TO BE eying.c }' cn 2e' U o .....-...-.......-........... PALE ow RELOCATED ELSEVNHERE IN ARCHITECT: w ¢ 0 0 m Q c� z A STK. WOOD STAKE FOUND PROPOSED DISTURBED AREA SILTY B(ML) OTY. TYPE w L�j o'--� / l p ^// 2°0' cHE, ¢ m o PROPERTY. VERIFY WITH WOOD UTILITY POLE _ 6 CEDAR New Habitat Architecture & 10 a w PROPOSED EROSION CONTROL OWNER NEW LOCATION. CED .. ��, \ � ! _ SILT FENCE 3.0 o j PLANTER 4/ w L� HE w ! _ w GUY WIRE \ 2 CHERRY Design, p.c. r PROPOSED DRYWELLS -- 1171 Old Country Road suite 6 �L = w PROPERTY LINE \�i� PALE BROWN j PROPOSED / 50 0. a c p 6„ FINE SAND (SP) Plainview,NY 11803 / GRAVEL DRIV A PORTS o w z EXISTING TREES TO REMAIN ? PROPOSED CATCH BASIN / COCNER >' tel:631 -393-2871 7 / o o X U' GROUND WATER _ fax:516-822-2743 L�jm ! w *FLOOD ZONE NOTE. ( ) ELEV. 1.4 6.6 newhabitatarch@gmail.com M PROPERTY LOCATED PARTIALLY IN ZONE AE EL 6.0 AND WATER IN PALE / - 1 STY. FRAME #875 ZONE X AS SHOWN PER FLOOD INSURANCE RATE MAP (FIRM) ! BROWN FINE / DISTURB. AREA ! TO MEDIUM PROP. 3'H P AS FOLLOWS: MAP NUMBER 36103C0162H PECONIC RESIDENCE 1 R9lL-FENCE ` 1 s SAND (5P) \ o COMMUNITY: TOWN OF SOUTHOLD SILT FENCE/ H Y COMMUNITY NO.: 360813 PANEL 162 OF 1026 17.0' SITUATED AT 7.6 / 8'1 BALES = MAP DATE: REVISED SEPTEMBER 25, 2009 Z ! / 8 9 0 ! 625 WELLS ROAD PECONIC, NY 11958 w Li-3 ! / , I / o I ! TOWN OF SOUTHOLD v• 2 .•t �N MATERIAL STOCKPILE AREA a' J \,/r _ C O D E / ZONING SUFFOLK COUNTY NY. - -N- - _ 8 y 8.7 - SCTM: DISTRICT 1000, SECTION 75, VIP - - - - iCo -\ GRASS �_ A o / CD rr, „n c� o �W _ : �1 0o BUILDING AREAS Q P N / / Ln � BLOCK 6, LOT 3.3 .............................................................................................................................. No BOP, U.G, `-- o: a 1 N TOWN OF SOUTHOLD ® z ! o o: EIfCT/�/C co PROP. 6" t F" ZONING: R-80 RESIDENTIAL ! PRESERVE c` 0 1J�- a c; CHE- k � ® BEECH _9 a MLETER >>0' ;' CD N TOTAL LOT AREA=99,622 SF 2.278 Ac O 9 NET LOT AREA-89,037 SF 2.044 Ac(EXCLUDES WETLANDS) THE GENERAL CONTRACTOR OR OWNER CLIENT CHE 10 1 12 �c € fiR€SEByI` - _ (� °` I BEECH CAN VIEW OR LOOK UP ANY NEW YORK STATE CED y BUILDING CODE REFERENCES OR SECTION �_�� � reED cEo- ED C.L. HEDGE 56.0' CED - \ 9'2 1' WESTf GFA CALCULATION: NUMBERS EITHER MENTIONED ON THESE PLANS w w w w w w w �w•w� _ w w w w w OR NOT,CAN GO TO THE FOLLOWING WEB STIE: MON. _ - - - - - - - - - �Z fl �� V _ - _ �7 n(� _ _ - - _ HTTP:I/PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM [ Y�I , 1 lJ ��! _ --QU FIRST FLOOR 2.305 SF - - - - - EDGE OF PVMT. 75 LOT DATA EDUCATION LAW ARTICLE 145 SECOND FLOOR 2,235 SF PROFESSIONAL ENGINEERING&LAND (ASPH.) 8.43 GARAGE 815 SF TOWN OF SOUTHHOLD SURVEYING, LAW FOR ANY PERSONS UNLESS H IS OF 8.38 / ENGINEER OR LAND SURVEYOR,TO ALTER AN 8 38 2 $25QQ / GARAGE LOFT 710 SF ZONING: R-80 ACTING UNDER THE DIRECTION OF A LICENSED % // 7.71 ITEM IN ANY WAY. A' REQUIRED EXISTING PAD - _ _ _ ' TOTAL GROSS FLOOR AREA 6.065 SF MINIMUM LOT SIZE: 80,000 99,247.02 SF 7.58 _ - - - 43- - - - - - - - - - - �:43- - - - - 7.66 WMANDSAREA 10,210SF SITE PLAN LAND NOW OR FORMERLY ACCESSORY STRUCTURES: NET LOT SIZE (EXCLUDES WETLANDS): 89,037 SF TOWN OF SOUTHOLD PROPOSED LOT DATA -O (SOD FARM) -OO OPEN PORCHES 1.118 SF MAX. LOT COVERAGE. 20% SITE GRADING, 5� (4,425 SF) TREE REMOVAL LOT WIDTH: 175 FT. 175 FT. SEA . �S1GNA70R DATE: 08-01-2024 DECKS 187 SF LOT DEPTH: 250 FT. 330 FT. 2ND STORY BALCONIES 320 SF `;`; ;P PROJECT#11631 BUILDING HEIGHT: 35 FT. 32-3 FT. C p `,r. •, ::'.� DRAWN BY: DR f I, F, as . TOTAL ACCESSORY STRUCT. 1,625 SF NUMBER OF STORIES: 2 1/2 MAX. 2 ! f,: �F CHECKED BY: $R FRONT YARD SETBACK: 60 FT. 60.3 FT. i C SCALE: 1°= 20' TOTAL BUILDING: 1ST FLOOR+GARAGE+PORCHES+DECKS 4,425 SF 1 ! SIDE YARD SETBACK: 20 FT. 33.4 FT. BOTH SIDE YARDS 45 FT. 84.5 FT. SHEET BACKYARD SETBACK: 75 FT. 5 ; ' / I/ TOTAL LOT COVERAGE - 4,425 SF / 89,037 = 5% 1 6 FT. PAGE: 3 OF 18 _ / _\ - REV. IQ DATE INITIAL D SU BMISSION T.O.S. 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 4. ® 3.8 - WETLAND FLAGGYD BY :\ ' /� / \ \ \ \ \ �/ \ STEPHEN RAVN, P.E.,/P.L.S. / \ \ : 4.4: / / \ \ / \ I 3.2 ILOCATED BY AM IENWE-RtNT&-LAND SURVEYING, P.C. ON 12/0 /20 / _ NO OVERSIGHT,ERROR,OR OMISSION ON THE PART OF THE ENGINEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE \ / I ERECTING,CONSTRUCTION,ALTERATION, \ \ \ \ / 5• \ \ \ REMOVAL,USE,OR OCCUPANCY OF A BUILDING 7.6 \ \ \ / / ` \ \ OR STRUCTURE THAT DOES NOT CONFORM TO ` - \ �` THE PROVISIONS OF THE BUILDING CODE AND 6.7 \ \ \ \ / / \ \ \ \ THE BUILDING ZONE ORDINANCE. co \ \ TOTAL LOT AREA. \ \ R\S��g \` '_� \ =` \ \ ANY DEVIATION FROM ANY STRUCTURAL -H. \ \ 2.278 ACRES g�FFE j \ _T \ _ \ \ +I \ MEMBERS AS INDICATED ON THESE PLANS SUCH J 5 9 - - AS HORS_TRIMMERS,1-BEAMS. ® // 5' NON / \ ` \ 4➢ \ \ / Q \ \ - - � - CEILING PAR BEAMS,ROOF RAFTERS,RIDGE EAMS, 4.6 : EXIST. NATU L VEGUATO -TO-- - - __ �' \ \ \ / w C� CN� � STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, l �,..,.... .....� �� ■� LEDGER BRDS.,ETC,SHALL BE REPORTED TO THE / I ' �� MHIIV _ -� �� 1 \ \ i ARCHITECT PRIOR TO THE COMMENCEMENT OF woo6 8 -- / ` ANY PHYSICAL WORK. / 6 , / SAME PLNT. CONTRACTOR SHALL CHECK AND VERIFY ALL 50,0 ` \ CONDITIONS AT THE CONSTRUCTION SITE 6 , SHED o > » BEFORE BEGINNING ANY PHYSICAL WORK.HE / 6.9 _"�'--- -- - -- -- _�/ � - 317 02 W SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO _�l THESE PLANS,SPECIFICATIONS AND ALL OTHER CHE FUTURE POOL AND CABANA. , -- - _ _ / (N33- 17'47"WINFORMATION INCLUDING GOVERNING CODES, 6.9 / �cj ) LAWS,ORDINANCE,ZONING AND REGULATION J \ 6.6 UNDER SEPARATE. PERMMIT _ ` \ \ CED 6.7 6 ® THE CONTRACTOR SHALL VERIFY ALL / �\i / J►► � -� .°`�} ' / ±�' o LAND NO EXISTING CONDITIONS&DIMENSIONS BEFORE CHE / C\� STARTING CONSTRUCTION&SHALL NOTIFY w 00 ALFR ED N. THE ENGINEER OF ANY AMBIGUITIES OR WORK.IF ANY QUESTIONS ARISE BEFORE OR DISCREPANCIES BEFORE PROCEEDING WITH THE / ® \,� ;-,'� �- 1 LL BAR BAF DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS,THE CONTRACTOR O O ' AND/OR INSTRUCTIONS.IF THE CONTRACTOR L� fy�HE / / I SHALL CALL THE DESIGNER FOR CLARIFICATION / \ / ' FAILS TO FOLLOW THE ABOVE PROCEDURE HE O TOTAL DISTURBED AREA: / \ \ w / SHALL ASSUME THE RESPONSIBILITY FOR THE 21,693 SF 0.498 ACRES ( / / VEGETABLE GARDEN ' z CONSEQUENCES OF HIS ACTIONS AND/OR 6 9 / � �6 r / / / I j � DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE ...............•,.....,......_,..,,..•..._...,,,,• ` CEDARS \ EXISTING VEGETATION TO O VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY \ ' IZ CONTRACTOR. 5.7 / �u� F \ / REMAIN / _ ® o PIR09. SILT FENCE : ` 1 / �� /;���°�; - - CD \ ® ' THESE PLANS DO NOT RELIEVE THE w ..�........ (GATE / CONTRACTOR OR THEIR SUB CONTRACTOR OF HAY BALES 40FT. 4" SDR 6 �- ` 8 RESPONSIBILITY FOR FULL COMPLIANCE WITH .................................................:............. THE CONTRACT REQUIREMENTS:FOR THE z / 35 WASTE LIN 6/ , / / ' �- _ \ \ ' / �' 2 STY. FRAME 1235 CORRECTNESS OF DIMENSIONS;CLEARANCES Iw iP , OP. DISTURB. -� FOR FUTURE7 'ELECTRIC _ _ _ _ _ _ _ _ _ &DETAIL;FRIAL OR FQABRCTI ON AOND COOPER DESIGN NSTRUCTION AEA CABANA / _ -:- _ _ _ cv 7.8 / N -� o � Ln � WATER / N I / TECHNIQUES;FOR PROPER COORDINATION WITH 7 .... .... ....... T O L 33 '.,_......................................................... ....... ............. .... ............. .... ... \ D.IA/2 / OTHER TRADES AND FOR PROVIDING AL 1'I J L� DEVICES REQUIRED FOR SAFE AND z ® m �- \ .- I / �� - �� -� L-�� �� SATISFACTORY CONSTRUCTION&OPERATIONS. _ o � ® .............. ..f............... I / 7.2 \v.s.00 1.P.7.3 C - 8.8 l / PROP. 3'H P T & 1 RAIL 1TEkE Q PROP. PpRC r o..DA� . ...7..0.. 33° f1'02"W 4- PRELIMINARY I� BID/ PERMIT / /.. O w 6.6 4 , FEEL. 11.70 0 \ _ i +, I l \ \ \ o 5. 24 O I CRAWL G.O. N � O DRAWINGS / 9. o SPACE /fNV.5.40 V�..- � (N3Y17'47"W) M�� OJ Q / ACCESS /2 HP EJECTc," INV.6.00 i -- _ - W /� q<< B E F ORe z ® 1 ^ PUMP z - - _ Q I DWELLING / 7.3 FUTURE POOL DIAL 811 �, 6 SDR35 PROPERTY O CABANA INV.10.00 F.F.EL. 12.00 INFORMATION THE STATE OF NEW / _ o/ `9 o PI -__---_- PROP. GRADE EL.10.50 -7 t64'0 1"/Fr MIN. - n YORK REQUIRES / Q $ F.F.EL. 8.50 C.O. __ - - 4 SDR35 �_ �- -_ SCTM / LLJ o o --- _ - NEXIST. NOTIFICATION BY o- IROP. C.L. HEDGE PROP. GRADE --- CRAWL SPACE 4 SDR35 � o--_- DISTR.: / / CRAWL / rn o LEACHING LEACHING EL. 8.0 EXCAVATORS, /PROP, T.S SPACE O = LAND N 0 V EL.7.00 _________L_NV.4.80 __ PUMP EL. 7.00 °O I 7� ( ram ,^�I GALLEYS `' � GALLEYS I SECTION:75 DESIGNERS OR ANY GARAGE EL. 7.00 / U_ ON LINE± INV.5.80 ±44' ZI IzL. >`- - �� - - Jam- toPERSON PREPARING TO _ FF / D. > GEORC " ���"- Z 8.5' > � BLOCK:36 DISTURB THEEARTH'S 9 EL.10.10 PROP, 4 SDR35 L - -_ z „ SURFACE ANYWHERE IN �`lt- EL.RESIDENCE / o N \ z o ® 1/4 / FT. MIN. - - - - - - - Ir- ZONE:R-80 THE STATE. U FF / w PROVIDE COARSE SAND AND 1 .00 / GROUND WATER EL 1.4 m o ® 6.3 7•5 `O - SCHEMATIC SEPTIC SYSTEM PROFILE GRAVEL BACK FILL MATERIAL z / i J GRAS o C/) OWNER: o2. 7.3 z cn w Q W SCALE: 1"=10' STEPHEN &DANIELLA RAVN / / •- --� U 16 SAGAMORE ROAD EAST NORWICH,NY 11732 W / -20 , / m z w J 631-885-1641 1.7.0 I 10 . ,� / O / Q C D m o dravn@aelandsurveying.com / 70. \ ' o LL ® _ fZ (� ARCHITECT: PLANTS 'S - w W1 w ® \� SANITARY DESIGN SYSTEM o / L� R /� o z i o DRAINAGE CALCULATIONS: 2 RAIN/24H New Habitat Architecture & `O g In PROPOSED Design, c. p W4 PROPOSED / 50 0, �- z o DRYWELL 1, 2 5 BEDROOMS: MIN. 1500 GAL. S.T. g , p• / I GRAVEL DRIVE A PORTE CD �I z PROPOSED: 2000 GAL. S.T. 1171 Old Country Road suite 6 ROOF AREA = 2495 SF / ' �OHER DAILY FLOW RATE: 550 GAL/DAY Plainview,NY 11803 7 _ / x 2495 X 2 /12 = 516 CF L.G. RATE FOR 5-6 BEDROOM: 400 SF WALL AREA tel:631 -393-2871 newhabitatarch@gmail.com 2O 0 W fax:516-822-2743 342 CF / 68.4 CF/FT. = 6 FT. PROPOSED: 636 SF WALL AREA m Q 2 10'0 X 3.5' EFF. DEPTH @g ® Nv.8. 1 STY. FRAME #875 ( ) / �` SOIL BORING: SP PROP. 3E9 S 0 O �o � / DISTURB. AREA R PROP. DEPTH OF LEACHING POOLS: 3.6' BELOW EX. GRADE / O '� S^ o DRYWELL 3 81 X 4 W X 4 H LEACHING GALLEY 106 SF (WALL AREA) PECONIC RESIDENCE OV R �� � U ROOF AREA = 758 + 288 SF PROPOSED: (6) LEACHING GALLEYS = 636 SF (WALL AREA) 19 EL .so Vic: / SILT FENCE H Y "' 1,046 X 2" 12 = 174 CF SITUATED AT 7.6 / 8.1 '- / / z / 625 WELLS ROAD PECONIC, NY 11958 190 �C BALES zo 174 CF / 68.4 CF/FT. = 2.5 FT. 1 10 X 3.5. EFF. DEPTH TOWN OF SOUTHOLD 8'9 ® O SUFFOLK COUNTY NY. / o �C I DRYWELL 4 SCTM: DISTRICT 1000, SECTION 75, Ln MATERIAL STOCKPILE AREA W w �� / F� ¢ - I ROOF AREA = 532 SF - BLOCK 6, LOT 3.3 8 7 DRIVEWAY AREA - 1940 SF X(0.3) - 582 GRASS C o / o pp ;.� 1114 X 2 /12 = 186 CF I _ MCDONALD GEOSCIENCE ,n w / = 7 FT LC) ~ PROP '� -I'° o / 1 3 EFF/DEPTH 2.z Q I 186 CF / 68 4 ............................................................................................................................... THE GENERAL CONTRACTOR OR OWNER/CLIENT V , , TEST HOLE DATA CAN VIEW OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION z ® °- �' ELECTI�/ \ PROP. _ 1 6" - (1) 0 X DATE: 08/17/2020 LO NUMBERS EITHER MENTIONED ON THESE PLANS _ ELECT. OR NOT,CAN GO TO THE FOLLOWING WEB STIE: �- Q0 � DRYWELL 5 \u °- METER 0 y� CJ7 L. 8,0 BROWN SANDY g � �� LOAM (OL) O 5' HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM '10k ' }^ � F ./ POOL DRAIN o 1 0 EDUCATION LAW ARTICLE 145 _ = _ _�'� ' PROFESSIONAL ENGINEERING&LAND _ t C.L. HEDGE (1) 1 O 0 X 4.0 FT. D. PALE BROWN r 56.0' ' ° 9. 2 1 ' WEST± SURVEYING,SECTION 7209;IT IS A VIOLATION OF SILTY (ML) THIS LAW FOR ANY PERSON,UNLESS HE IS - - - EID ® 1®1 _..-••-•• m t1 -- M n4'!A '� - ® � ® ® ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN \ - 3 0' ITEM IN ANYWAY. ' � -N331-1102"W - - - \� - - -175:0-0'_ _ _ _ - - - -p � DRAINAGE CHART /• 5 � �� 8 � PALE BROWN 7 1^' _ 75 STRUCTURE GRADE COVER INVERT ELEVATIONS EFFECTIVE BOTTOM FINE SAND (SP) �NdIJ r4-- WI-) - - - - EDGE OF PVMT. NUMBER ELEV. ELEV. N E S W DEPTH ELEV. (ASPH.) } DW-1 9.0 8.0 7.5 5.0 _ 7.5 3.5 4.0 SITE PLAN 8.21 8.25 8.43 DW-3 8.0 77.0 $-° 6.5 6.5 6.5 3 5 3 0 GROUND WATER _ 6.6' DRAINAGE, SEPTIC SYSTEM _ - -- - - - - - - - - 8.38 / ELEV. 1.4 / DW-4 9.0 8.0 7.0 7.0 7.0 3.0 4.0 WATER IN PALE DW-5 7.0 5.0 4.5 3.5 4.0 1.5 BROWN FINE SEA E DATE: 05-05-2024 8 S , 7.71 TO , r SAND (SP) }F-1 PROJECT#11631 { DRAWN BY: DR 3 - - - 4 - - - - - - - - - -�� _ _ _ _ 7.66 r_. , � 17.0 r,.-, �6HECKEDBY: DR � SCALE: 1„ = 15' LAND NOW OR FORMERLY 1` 2 $HEST r TOWN OF SOUTHOLD - 1 U _ 0 1 (SOD FARM) - W� V - -= PAGE: 4 OF 18 1 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. 05/14/24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 10" DIA. PIPE KNOCKOUT WOVEN WIRE FENCF- 36" MIN. LENGTH� 10' FENCE POST, DRIVEN NOTES: -p" M 36" MIN. FENCE POST AXIMUM CENTER TO A MIN. OF 16" INTO 4, LENGTH CENTER GROUND 1. CONCRETE 4,000 PSI @ 28 DAYS SEDIMENT CONTROLS FENCE POST WOVEN WIRE FENCE GEOTEXTILE SECTION TO BE A 2. REBAR TO BE ASTM A-615 GRADE 60 LOCKING CASTING MIN. 20" ABOVE 16" MIN. HEIGHT OF ® 3. WELDED WIRE FABRIC ASTM A-185 TO GRADE 00 GROUND SEDIMENT CONTROL i 4. DESIGNED FOR AASHTO HS-20 LOADING UNDISTURBED GROUND GEOTEXTILE ® 5. TOP SLAB AND WALL ARE MONOLITHIC FIN. GRADE FLOW _y GROUND LINE 6. THE SIDEWALL AREA SHALL BE EQUAL TO 1' MIN. / THE INTERNAL LEACHING WALL HEIGHT OF THE 4' MAX. 2' MAX NO OVERSIGHT,ERROR,OR OMISSION ON THE PRECAST LEACHING GALLEYS. PART OF THE ENGINEER/ARCHITECT,OR HIS/HER 00 FENCE POST DRIVEN A 8" MIN. DEPTH IN 24" REPRESENTATIVE SHALL LEGALIZE THE �- GROUND f 24" MIN. LOCATE DROP 'T' ERECTING,CONSTRUCTION,ALTERATION, EMBED SEDIMENT d MIN. OF 16" INTO THE , REMOVAL,USE,OR OCCUPANCYOFABUILDING CONTROL GEOTEXTILE A I GROUND F;, MIN, UNDER ACCESS © 2010 LONG ISLAND PRECAST INC. OR STRUCTURE THAT DOES NOT CONFORM TO MIN. OF 8" VERT. INTO Co OPENING FOR 4" TYP -- 7'-10" - - THE PROVISIONS OF THE BUILDING CODE AND THE GROUND �� BROOKHAVEN, NY, 631 -286-0240 MA/NTANANCE F p�1 END VIEW - END WALL INLET FULL FLOW' THE BUILDING ZONE ORDINANCE. F� 8'-6" BAFFLE OUTLET ANY DEVIATION FROM ANY STRUCTURAL SILT FENCE DETAILS MIN. 4" DIA. TIGHT MEMBERS AS INDICATED ON THESE PLANS SUCH NTS TOP VIEW N JOINTS. MIN. AS HORS-TRIMMERS,1-BEAMS. HPARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., 10" DIA. PIPE KNOCKOUT 2'-0" \ SLOPE 114"IF T. 00 CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, (EACH SIDE) , "� MJN. 4" DIA. HIPS,STIL.1 8 LEACHING GALLEY DATA - CLASS 2400 PIPE LEDGER BIRDS.,ETC,SHALL ELRE OROTEDOTO THE \ �i _ OR EQUAL ARCHITECT PRIOR TO THE COMMENCEMENT OF #2 REBARS OR 2" 4 SCDHS SIDEWALL WALL r o Pll TCH 118'1FT. ANY PHYSICAL WORK. f a ® ® ® ® ® ® INTERNAL EXTERNAL AREA (SEPARATED INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT a o 2 REBARS OR 2"x2" 36" MIN. FENCE POST DRIVEN TO 18" INTO � > o CONTRACTOR SHALL CHECK AND VERIFY ALL # WALL HGT. WALL HGT. CONFIGURATION SF (Lb.) STAKES DRIVEN INTO THE LENGTH THE GROUND. STAKES ® ® ® ® � ® ) ( ) CF GAL. TOTAL SIZE ANGLE o CONDITIONS AT THE CONSTRUCTION SITE GROUND. STAKES ARE TO ARE TO BE DRIVEN �a1- ® ® ® ® ® ® ® / / FLUSH WITH THE TOP ® � � �_ 1'-0" 1'-6 1 2" 26.50 32 240 16 3 4" X 6" 14 DEG. 4,150 c J o BEFORE BEGINNING ANY PHYSICAL WORK.HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO BE DRIVEN FLUSH WITH WOVEN WIRE FENCE OF THE BALES - MI T- o � 1'-6" 2'-1/2" 39.75 48 360 36 3/4° X 6" 14 DEG. 4,730 THESE PLANS,SPECIFICATIONS AND ALL OTHER THE TOP OF THE BALES ® ® � 2'-O" 2'-6 1/2" 53.00 64 480 56 3/4" X 6" 14 DEG. 5,325 L12 - 2L/3 INFORMATION INCLUDING GOVERNING CODES, SEDIMENT CONTROL ANGLE FIRST STAK - j STRING BINDER- GEOTEXTILE TOWARD THE ® ® ® � ® � 2'-6" 3'-1/2" 66.25 80 60D 76 3/4" X 6" 14 DEG. 5,905 c " LAWS,ORDINANCE,ZONING AND REGULATION PREVIOUSLY PLACED S-O" S-6 1/2" 79.50 96 720 96 3/4" X 6" 14 DEG. 6,485 FENCE POST SECTION BALE S-6" 4'-1 2" 92.75 112 840 14 DEG. 7,065 TO BE A MIN. 20" BOUND BALES 10'-0" a -y ® 4'-0" 4'-6 1/2" 106.00 128 960 136 3/4" X 6" 14 DEC. 7,675 THE CONTRACTOR SHALL VERIFY ALL - - _ - ABOVE GROUND PLACED ON ® - r EXISTING CONDITIONS&DIMENSIONS BEFORE F�0 - °D/// CONTOUR - - ~ STARTING CONSTRUCTION&SHALL NOTIFY FENCE POST INTO EN A ENTRENCH BALES - _ -___ - _ - ° 1TYP 10"TYP T " \ THE ENGINEER OF ANY AMBIGUITIES OR E MIN. OF 4" INTO THE _ _ -_ - - i, - LEACHING HOLE, TYP. DISCREPANCIES BEFORE PROCEEDING WITH THE GROUND GROUND _ �1 ��- - RE OR UNDISTURBED = - = SIDE VIEW TYPICAL CYLINDRICAL 2000 GAL. DURING CONSTRUCTION AS TO THE NTWORK.IF ANY QUESTIONS ARISE OENTOR FLOW - R = GROUND - -_ - - - ---_ DETAILS OF THE DRAWINGS,THE CONTRACTOR l' Ti _ SEPTIC TANK SHALL CALL THE DESIGNER FOR CLARIFICATION 4" VERTICAL FACE - _ -_Hi AND/OR INSTRUCTIONS.IF THE CONTRACTOR - . -- LEACHING GALLEY DETAILS N. T S> PELKOWSKY PRECAST FAILS TO FOLLOW THE ABOVE PROCEDURE HE IIII II 1__ - SHALL ASSUME THE RESPONSIBILITY FOR THE EMBED SEDIMENT .n,;=x -" :n N.. T.S 294A Old Northport Rd, Kings Park, New York CONSEQUENCES OF HIS ACTIONS AND/OR CONTROL GEOTEXTILE A 1. A MINIMUM OF 6" INCHES APPROVED REINFORCED PRECAST CONCRETE 11754 DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE MIN. OF 8" vERr. INTO - BOTTOM AND 4" WALLS Tel. 631.269.5727 VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY THE GROUND 2. AN 10 FEET DIAMETER BY 5FT HIGH APPROVED REINFORCED PRECAST CONTRACTOR. CONCRETE SOLID RING. SPECIFICATIONS: THESE PLANS DO STRAW BALE /SILT FENCE DETAILS 3. AN APPROVED 6" THICK SLAB TOP IN LAWN AREAS CONTRACTOR OR THEIR NOT CO SUB-CONTRACTOR OF NTS 4. DROP 'T' MUST BE PINNED OR OTHERWISE FIRMLY ATTACHED. CONCRETE 4,000 psi @ 28 days RESPONSIBILITY FOR FULL COMPLIANCE WITH 5. LIQUID DEPTH MUST BE 4 FEET. WELDED WIRE FABRIC ASTM A-82 AND A-185 THE CONTRACT REQUIREMENTS:FOR THE REBAR ASTM A-615 GRADE 60 CORRECTNESS OF DIMENSIONS;CLEARANCES 6. FULL FLOW BAFFLE REQUIRED. AND MATERIAL QUANTITIES;FOR PROPER DESIGN &DETAIL;FOR FABRICATION AND CONSTRUCTION TECHNIQUES;FOR PROPER COORDINATION WITH OTHER TRADES AND FOR PROVIDING ALL DEVICES REQUIRED FOR SAFE AND SATISFACTORY CONSTRUCTION&OPERATIONS. PRELIMINARY x WOOD POST 4x4 WOOD POST BID/ PERMIT DRAWINGS TA TO BE PROTECTED WITH - ( PROTECTION MUST REMAIN A MIN. 8'-0"X8'-O" ENCLOSURE N N • 9 GA 1x4 HORZ. WOOD SLAT c�44 UNTIL COMPLETION OF CONSTRUCTED AS PER FOLLOWING SOLID COVER BEFOG CONSTRUCTION AND GRADING DETAIL AND WITH A WOOD SNOW FENCE BELOW GRADE. DIAL811 (MINOR ONLY ALLOWED) TO BE INSTALLED AT DISTANCE FINISHED GRADE 00 PROPERTY DONE WITHIN PROTECTION ZONES TO BE DONE -C PRECAST EXTENSION INFORMATION - OF 0'-9" OF RADIUS 12"' MIN. 24" MAXCOVER 1 1 GA. THE STATE OF NEW COLLAR (24" MAX. PLAN 8 - SCTM YORK REQUIRES � WITH HAND TOOLS PER INCH TRUNK DIAMETER OR AT TREE HOT.) NOTIFICATION BY DRIP LINE WHICHEVER IS GREATEST AS Q DISTR.:1000 EXCAVATORS, REQUIRED BY TOWN ARBOROR _ 24" MIN 4" PRECASTDESIGNERS OR ANY REINFORCED SOLID 1 1 GA. w SECTION:75 PERSON PREPARING TO COVER - 0 BLOCK:6 DISTURB THE EARTH'S MINIMUN 4' HIGH C° v Q LOT:3.3 WOOD SNOW FENCE PIPE SIZE AND � SURFACE ANYWHERE IN PITCH AS PER PLAN. _ 11 GA. m 0 ZONE:R-80 THE STATE. TO BE STAKED EVERY Q TREE TO PROTECTED i� �\ 8'-0" NON-SHRINK GROUT L` z o OWNER: T/ \\ INVERT AS PER PRECAST REINFORCED CONCRETE 11 GA. ° 1 x6 WOOD SLAT STEPHEN&DANIELLA RAVN PLAN LEACHING RINGS Ln v 16 SAGAMORE ROAD EAST NORWICH, NY z 11732 ® ® ® ® 1 1 GA. 631-885-1641 4"X4" PRESSURE I I dravn@aelandsurveying.com F/L TER FAB/C TO BE TREATED CORNER 0 g Q n: ® WRAPPED AROUND 11 GA. 4x4 WOOD POST ARCHITECT: POSTS 1 I g � 0® ® ll�� LEACHING POOL 11 GA. _ 9 GA. New Habitat Architecture & o I t QVERLAP 1 1 GA. Design, p.c. 7 ti W 3'-O" MIN. COLLAR 00 i_ • 1 1 GA. 2"X6" PRESSURE N� i� MA TERIAL (SEE NOTE 6) 9 GA. 1171 Old Country Road suite 6 Lu Plainview,NY 11803 TREATED CORNER �\ ��� o �, _ 1 1 GA. STAGGER HOG RINGS tef:631 -393-2871 POSTS 8' OR 10' DIAMETER I I \"' W - OR WIRE TIES AT 1'-0" fax:516-822-2743 0 4" WALL > 1 1 GA. newhabitatarch@gmail.com Cl)o � ALTERNATING INTERVALS @gmail.com c6 OPTION TREE PRESEVATION DETAIL j� //� � 11 GA. MINIMUM MECHANICAL 4"X4" 3' MIN. PENETRATION `f' POST HOLDER N .. T. S. ° ° INTO VIRGIN STRATA 1 1 GA. PECONIC RESIDENCE 2'-0" ° °° ° o ° °° ° ° ° OF SAND & GRAVEL 11 GA. WIRES AT \j\\\\\\�� \\\\\\��\��\��\\�\\��\\��\�\\�\������ SITUATED AT ELEVATION ��� ° MAX. 6' CENTERS i�\ \i�\i�\ \ \ \� \ \ \ \� ° ° ° 11 GA. 625 WELLS ROAD PECONIC, NY 11958 2' MIN. TO GROUND WATER. _GROUND WATER. co TOWN OF SOUTHOLD 30.0' MIN. EXISTING 11 GA. SUFFOLK COUNTY NY. s" MIN. 3 WALKWAY/ T I 1 RAIL BOARD FENCE DETAIL SCTM: DISTRICT 1000, SECTION 75, °°°°°° PAVEMENT DRAINAGE D R Y W E L L DETAIL BLOCK 6, LOT 3.3 ° ° 11 GA. '--FILTER CLOTH MOUNTABLE BERM P'ROFILE (OPTIONAL) _ ( SOLID DOMES N. T.S. 00 EXISTING THE GENERAL CONTRACTOR OR OWNER/CLIENT GROUND 30.0' MIN. NOTES: 1. ALL DRAINAGE PIPE SHALL HAVE 2' MIN. COVER. 9 GA. CAN VIEW OR LOOKUP ANY NEWYORK STATE `V • 12 112 GA. BARBED WIRE BUILDING CODE REFERENCES OR SECTION 2. AS PART OF THE LEACHING POOL CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE cv NUMBERS EITHER MENTIONED ON THESE PLANS TO EXCAVATE A MINIMUM OF 3'-0" INTO A VIRGIN STRATA BELOW THE STRUCTURE. THE �'� �` �" �" �''�'� OR NOT,CAN GO TO THE FOLLOWING WEB STIE: � goo EXCAVATION SHALL THEN BE BACKFILLED WITH A CLEAN WELL GRADED SAND AND GRAVEL 1. °°/ ar o°° UP TO AND AROUND THE STRUCTURE AS SHOWN. HTTP://PU BLIC ECODES.CYBERREGS.COWST/NY/ST/INDEX.H IM EXISTING o�000 _ PAVEMENT7 3. ALL PRECAST DRAINAGE STRUCTURES SHALL BE FURNISHED EDUCATION LAW ARTICLE 145 N-Nvn o0 0o OR WALK WITH PRECAST OPENINGS FOR DRAINAGE PIPE. PROFESSIONAL ENGINEERING&LAND DEER FENCE DETAIL SURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS 4. ALL CONCRETE SHALL BE 4,000 PSI 28 DAYS. ACTING UNDER THE DIRECTION OF A LICENSED PLAN VIEW 5. COLLARING SHALL BE COMPRISED OF SAND & GRAVEL FILTER MATERIAL, • FENCE WIRE SHALL BE STAPLED TO WOOD POSTS AND STAYS. ENGINEER OR LAND SURVEYOR,TO ALTER AN CONTAINING LESS THAN FIFTEEN (15) PERCENT FINE SAND, SIL T & CLAY (SILT * ALL WIRE FENCING SHALL BE GROUNDED ITEM IN ANY WAY. & CLAY FRACTIONS ARE NOT TO EXCEED FIVE (5) PERCENT) STABILIZEC CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE SITE PLAN 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED DETAILS CONCRETE EQUIVALENT. 2. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 3, SURFACE WATER - ALL SURFACE WATEER FLOWING OR DIVERTED TOWARD CONSTRUCTION S t��tGNATU.RE DATE: 05-05-2024 ENTRANCES SHALT_ BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE �• '`" " '^`� PROJECT#11631 l7 Jr J, :..'; -y; `,``. DRAWN BY: DR BERM WITH 5:1 `_;LOPES WILL BE PERIMITTED. 4. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT " a` TRACKING OR FLOWING OF SEDIMENT (ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, �`, 'CHECKED BY: DR DROPPED, WASHED OR TRACKED ONTO( PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. f� 1 SCALE: i" 10' 5. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND f SHEET WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. fit, y 6. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. r" `, A 2 ° 2 PAGE: 5 OF 18 REV. DESCRIPTION DATE 3 1/2" CONC. FILLED STEEL - INITIAL SUBMISSION TO T.O.S. 05 14 24 COLUMN 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 A6 6"x 6"X 1/2" WELDED PLATE (3) 2X12 ACQ BEAM A6 3 4A " - GRADE E. 11.00 / / / / / EVELING NUTS ° 40-0 10' 0" \/\\/\\ /\\/\\/\\/ GROUT SIMPSON CB68 CAST IN 12'-10" I 27'-2" 10'-0" \j�\j /\\/\\�\j' GRADE PLACE (4) 3/4" J BOLTS CAST IN PLACE 7" MIN. EMBED. 24"X8" CONTINUOUS CONC. FOT. 10"X10" CONC. PI -� I T.P. 10.00 7" / //� �, FIN. GRADE EL. �7.50 �/\\/\\ ° /\\/\\� � \\�\\ ° o B.F. 4.00 A o 8" P.0 FOUND. WALL ICN - - I %\/\/ \ \/ ✓/\ //\ /\//\//\/� W/ (1) #5 BAR @TOP /\\j\\j ° \\j\ ✓/\ //\ /\//\//\/ 3 TIES @10" O.C. NO OVERSIGHT,ERROR,OR OMISSION ON THE I OF WALL TYP. T.W. 1O. FT9' O" 9'-O" 9'-O" 9'-O" //\\//\\ ° 4 /\\//\� \\\ \\\\\ ° \\\\\\\\ PART OF THE ENGINEER/ARCHITECT,OR HIS/HER ( ) I \/�\//�� ° j\�/j\� /�\\\\/�\\ ///\//� REPRESENTATIVE SHALL LEGALIZE THE B.W. 4. ✓\/\/ \/\� 3 TIES @10' O.C. >/ / / / i (4i) #3 BARS EMBEDDED 7" ERECTING,CONSTRUCTION,ALTERATION, # \/ /\\/\\/\\% w ¢ o /\\/\\/ ° \\/\\ /`y/\//\ //\ /\//\//\//\ INTO FOOTING REMOVAL,USE,OR OCCUPANCY OF A BUILDING o� a' m I \//\//\ ° /\/ /\/ /\ \/\ /\/\/\/\ GRADE EL. 7.06 1 OR STRUCTURE THAT DOES NOT CONFORM TO c� o ° 6) #3 BARS EMBEDDED 7" THE PROVISIONS OF THE BUILDING CODE AND i / ( \\ \\ \ \ \ \ 3 4 BARS CONT. @ 12" SONO. PIER z o o FILL o I I �/ //\//\//\ /\//\//�, /� _ /\\ ° \/ / FOOTING. 3" MIN. FROM INTO FOOTING / \ \/ ( ) # THE BUILDING ZONE ORDINANCE. 3' 10" F=a / /\\j\\j\\j ° \\j\\j\\j` j� �' \/ / /\/ . 2 J ¢ /\ \//\//\//\// B(DTTOM OF FOOTING. c� c I I i ° ° \/ (9) #4 BARS (4) ONE WAY ANY DEVIATION FROM ANY STRUCTURAL STAIR PLATFORM , /\\/\ \ \ \,\\�\\�\\ \� \� \ \ \ \ MEMBERS AS INDICATED ON THESE PLANS SUCH 1 ( " , • o T.P. 10.00 N >\ ° AND (5) LONG SIDE PERP. 3" j\//\/\//\//\//\//\//\//\//\//\//\//\// AS HORS_TRIMMERS,1-BEAMS. 4'-� 5-3' a w I j \/ MIN. FROM BOTTOM OF \\\\ \\/\i\\i\\i�\\�\\�\\�\\�\\�\\�\\ 1 B.F. 4.00 �\ ° \ \ \i\i\i PARALLAMS,MICROLAMS,TRUSSES,PLR.JSTS., // ;,' I I \\\ \ \ \ \ \ \ \ \ \ \ \ \�: FOOTING CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, • • I ° STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, R Simpson Strong-Tie LEDGER BRDS.,ETC,SHALL BE REPORTED TO THE • I v I I CB or LCB ARCHITECT PRIOR TO THE COMMENCEMENT OF N 1 � I 1 3" MINIMUM ANY PHYSICAL WORK. C.O. B.W. .75 B.W. 4.75 B.F. 4.00 Q SIDEFOR L CONTRACTOR SHALL CHECK AND VERIFY ALL - CRAWL SPACE 1 I ACCESS rn - - 0, (2" FOR LCB) 2- " 1 2"HP SEWER PUMP 0 4" STHD14RJ HOLD DOWN I 2'-0 (9) #4 BARS (4) ONE WAY CONDITIONS NI THE CONSTRUCTION SITE 11 AND 5 LONG SIDE PERP. 3" � BEFORE BEGINNING ANY PHYSICAL WORK.HE FIN. GRADE EL. 7.50 PVC SEWER LINE. TYP. AT HOUSE CORNERS 6" ( ) I SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO ( ) I - MIN. FROM BOTTOM OF 2" MIN. OVER THESE PLANS,SPECIFICATIONS AND ALL OTHER 00 ° ° ° ° FOOTING J� INFORMATION INCLUDING GOVERNING CODES, 24'-0" 9'-0" o I 'o � - `o ° ° ° ° N I I %g LAWS,ORDINANCE,ZONING AND REGULATION CD I o 1 " 6 O 3 12 EEL 6"X 6" X 1/2" WELDED THE CONTRACTOR SHALL VERIFY ALL I 'g 2- " 2'-0 _j PLATE T " STEEL °g°•°, g• FIN. GRADE EL 7.50 T.W. 10.75 w - - / EXISTING CONDITIONS&DIMENSIONS BEFORE B.F. 4.00 8" P.0 FOUND. WALL I COLUM, ATTCHED TO CONC. STARTING CONSTRUCTION&SHALL NOTIFY ° �' 5 • 4" PVC HOUSE SEWER W/ (1) #5 BAR @ TOP I PIER WITH (4) 4" BOLTS 7" THE ENGINEER OF ANY AMBIGUITIES OR ° I.W. LINE TO SEPTIC TANK. OF WALL (TYP.) I � MIN. EMBED. PORCH PIER DETAIL DISCREPANCIES BEFORE PROCEEDING WITH THE w B W 4 75 (1/4" / FT. MIN.) „ rn I 2 N.T.S. WORK.IF ANY QUESTIONS ARISE BEFORE OR 8 P.0 FOUNJD. WALL I I 24 W X8"H Q -8" .0 O 63AR @ TOP "' T.W. 12.0 CONC. FOOT. W/ 4'-0" I 4'-5" DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS,THE CONTRACTOR T.P. 10.75 T.P. 10.7 3 CONT. HORZ. _ I SHALL CALL THE DESIGNER FOR CLARIFICATION OF WALL (T)YP.) STHD HOLD DOWN (TYP. B.W. 4.75 ° B.P. 6.50 B.P. 6.50 #4 BARS (TYP.) FAILS OTOIFOLLOW THE ABOVE PROCEDURE NSTRUCTIONS.IF THE HE Z AT GARAGE CORNERS) - - »;;....::::::::......... ' B.F.�::' B.F. 5.50 a I B.F. 5.50 1 .� I C OLNT.S. RTE COCHERE PIER DETAILSHALL ASSUME THE RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND/OR 24"W X8"HDECISIONS.ALL DIMENSIONS ARE+/-&MUST BE CONC. FOOT. W/ B.F. 4.00 9'-5 g•_g 19-10" 3'-8" ° 5 1,/4 LAMINATED BEAM VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY CONTRACTOR. 3 CONT. HIORZ. #4 BARS (TYP.) 2 . " -- 42'-8 - SIMPSON CB68 CAST IN o I PLACE THESE PLANS DO NOT RELIEVE THE I a ¢ m I CONTRACTOR OR THEIR SUB-CONTRACTOR OF CRAWL SPACE SIP PANEL FILL ^ l H.W. TANK w 110 I #3 gIES @ 8" O.C. RESPONSIBILITY THE CONTRACT REQUIREMENTS!FOR THE H D" T.W. 12.00 SLAB ABOVE a ABOVE a o o SPF #2 OR BETTER 2X CORRECTNESS OF DIMENSIONS;CLEARANCES B W 4 75 T.S. 12.00 3 I z " T.S. EL. 7.00 I WASHER PER CODE I I BOTTOM PLATE ° (4) ;#3 BARS EMBEDDED 7" AND MATERIAL QUANTITIES;FOR PROPER DESIGN FILL m o N C.H. 4'-0" 2 I I INTO FOOTING &DETAIL;FOR FABRICATION AND CONSTRUCTION SLAB ABOVE z` I ( 3/8"� SEALANT PER PBS-103 ° TECHNIQUES;FOR PROPER COORDINATION WITH X l Od OR 0.131 NAILS d 3" C OCN. SLAB OTHER TRADES AND FOR PROVIDING ALL I I I ° DEVICES REQUIRED FOR SAFE AND A T.S. 10.00 INSTALL 5/8" SILL PLATE ANCHOR • ' A 12" D.C., U.N.O. IN SHEAR WALL TREATED 2X SILL PLATE CUT SATISFACTORY CONSTRUCTION&OPERATIONS. 4" CONIC. SLAB N BOLTS @ 4FT. O.C. 7" MIN. EMBED. IN B.W. 4.75 SCHEDULE ` A6 INSTALL 5/8" SILL PLATE ANCHOR OVER 2 LAYERS 2" 9'-5" 9'-9" GONG. FOUNDATION WALL A5 TO SAME WIDTH AS SIP ° 2 LAYERS 2LBS EPS INSULATION \` BOLTS @ 4FT. O.C.. 7" MIN. EMBED. IN 18" SONO. PIER 2LB. CPS, SEAMS BEARING REQUIRED BELOW ENTIRE • ' • J-BOLT OR EPDXY BOLT 7" 8 0 UNDER SLAB. STAGGERED, OVER T.P. 10.75 rn I WIDTH OF TREATED 2X SILL MIN. EMBED. IN CONC. j\ \// Q \//\//; (4) #4 BARS CONT. E.A. @ PRELIMINARY CONC. FOUNDATIONJ WALL _ _ (COLUMN SUPPORT) 6MIL VAPOR B.P. 6.50 ® I ❑� F - - - - - PLATE. OPTIONS LISTED BELOW. - FOUNDATION WALL j\�//\ // ° \ / i FOOTING. 3" MIN. FROM ` I I J J BOT1fOM OF FOOTING. BID/ PERMIT r BARRIER. TAPE TO B.F. 5.50 T.P. 1 :.00 �� \\///\\/ /\ //\\//\\//\\ DRAWINGS FOUND. WALL I I I /i//i//i r` ( UNVENTED CRAWL SPACE VENTILATION: 1CFM PER 50 B.F. 4 ro M• o SF FLOOR AREA. PROVIDE (2) 6" X 12" OPENINGS TO 2- " " I i ° 3-0" oq y �= O° 6" CODNC. SLAB OVER 6MIL VAPOR BARRIER 3'-9" FIRST FLOOR AT ROOM# 102 AND 108. 9'-5 d BEFORE BTAPED) TO FOUND. WALL, OVER (2) LAYERS 2" _ I FLOOR AREA = 2216 SF/50 = 45 CFM EXHAUST I D XPS (OVER 4" CRUSHED STONE NO FINES _I THROUGH ERV D Simpson Strong-Tie PROPERTY DIAL 811 CB or LCB j INFORMATION ( ) r, A 5 4 4- 4- 1 THE STATE OF NEW 11 3" MINIMUM SIDECOVER SCTM NOTIFICATION BY I _ I .Y I YORK REQUIRES A5 T.w. 12.o0 w = z I "1 coo d CD OR LC ) s ...... I �' is `n SEE BELOW DISTR•1000 EXCAVATORS, SUB-FLOOR OVER o a o SECTION:75 DESIGNERS OR ANY o - - �-°�°•- - „�'.r - I � � �� - � FLOOR JOISTS "' BLOCK:6 PERSON PREPARING TO o " ON . RAT SLAB OVER 6MIL VAPOR BARRIER. o w DISTURB THE EARTH'S 2 C w T.W. 9•50 _ T.W. 9.50 -1 B.F. 4.00 I¢ I is w I I ° LOT:3.3 SURFACE ANYWHERE IN cz) B.W. 4.75 B.W. 4.75 1- BRING B. TO TOP OF FOUND. WALL, WITH�� = o --_- a o ¢ = == = ZONE:R-80 THE STATE. tb ° OVERLA ED AND TAPED SEAMS. I I • !-� J •g A• 4 r I. w d75 T.W. 1 •75 PROVIDE (2 LAYERS) 2" XPS RIGID INSUL. UNDER ° z - - °° ----- ° $� a g OWNER: " " � B. .75 I SLAB, OVER 4" CRUSHED STONE (NO FINES) T.W. I °°:g °°'g�° STEPHEN&DANIELLA RAVN 1'-9" . 9'-6" 1'-6 9'-6" 1 9 9'-0" I 10.75 i 16 SAGAMORE ROAD EAST NORWICH, NY FIN. GRADE EL 10.00 °I . - . - - . - . CRAWL SPACE PIER DETAIL 11732 • 8" I N Oi 4 N.T.S. 631-885-1641 SIPS INSTALL AT FOUNDATION WALL dravn@aelandsurveying.com a I FIN. GRADE EL. 0.20 a " _ _ 20'-0" 2'-0. o 2- I 1 I I I ARCHITECT: T.W. 10.75 w ! ° - T.W. 10.0 I ° P SIMPSON A35 OR I I I I New Habitat Architecture & i ¢ ' 0 LTP4 REQUIRED PER I Design,I � ENGINEER TENSION / I g , p.c. B.F. 4.00 �" COMPRESSION POST I I ° 1171 Old Country Road suite 6 a0 ° IN END OF SHEAR I NY 11803 24"X8" CONTINUOUS CONC. FOT. FIN. GR DE EL 10.00 --- ----- i ------ ---- CONVENTIONAL FLOOR SYSTEM WALL PER PLAN. I I I I FASTENERS PER HOLDOWN Plainview, tel:631 -39393-28712871 I'I 19'-4" 30'-0" MANUFACTURER. fax:516-822-2743 � i I I BOTTOM I f I , ' newhabitatarch@gmail.mm I i PLATE FIN. GRADE E 10 �PLATE ANCHORING DETAIL 3 1/2" CONIC. N.TSL � TREATED SILL PLATE I I C )A6I FILLED STEEL COL. I PECONIC RESIDENCE 25'-0" 9'-0" 20'-0" 20'-0" 10'-0" i i SITUATED AT I x T.P. 11.10 I � 625 WELLS ROAD PECONIC, NY 11958 i B.F. .10 I GAP BETWEEN BOTTOM - - �� O - - TREATED SILL PLATE INSTALLED FLUSH Y - - - - - - - .L . - . - . - . - . - . - . -•. -.- . REFERENCE SIP SHOP TO OUTSIDE FACE O FOUNDATION��V// PLATES TO � TOWN OFSOUTHOLD F ^� PORTE COCHERE PIERS DETAILS I ACCOMMODATE SIP FACING l: DRAWINGS FOR CORNER LAP WALL. SEE PBS 300 OR PBS 301 SUFFOLK COUNTY NY. 83'-0" CEN ER CEN ER SEE DETAIL 1. CONFIGURATION. /.% 15 3-0 0 ° SCTM: DISTRICT 1000, SECTION 75, 15'-9 J Cy 6, LOT 3.3 NSET BOTTOM PLATE SIP 0 ° dJ.• 4 FIN. GRADE EL. 10.50 5 6 O O FACING THICKNESS, O ° ° NAILED 2 TYPICALLY 7/16" ° ° PORTION STANDARD 2X c HOLDOWN ANCHOR PER BOTTOM PLAT ° ° PLAN THE GENERAL CONTRACTOR OR OWNER/CLIENT 1 , ° ° CAN VIEW OR LOOKUP ANY NEW YORK STATE EATED SILL PL ° F 0 0 BUILDING CODE REFERENCES OR SECTION RIPPED TO FUL ANCHOR BOLT CENTERED IN SILL AND 0 o NUMBERS EITHER MENTIONED ON THESE PLANS WIDTH OF SIP. , .. BOTTOM PLATE WITH SUFFICIENT ° ° CONCRETE WALL OR SLAB OR NOT,CAN GO TO THE FOLLOWING WEB STIE: HEIGHT TO CAPTURE BOTH SILL PLATE WIDTH OF AND BOTTOM PLATE. SEE PBS-300 ° ° HT-rP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM FOUNDATION PLAN FOUNDATION •L OR PBS-301 EDUCATION LAW ARTICLE 145 1 SCAL.E: 3/16"=1'-0" PROFESSIONAL ENGINEERING&LAND O STANDARD 2X SURVEYING,SECTION 7209;IT IS A VIOLATION OF BOTTOM PLATE CLEAR SPAN THIS LAW FOR ANY PERSON,UNLESS HE IS J 17 ACTING UNDER THE DIRECTION OF A LICENSED GARAGE SLAB (R-10): a z o MAXIMUM ENGINEER OR LAND SURVEYOR,TO ALTER AN o= PLATES OFFSET FROM EDGE ITEM IN ANYWAY. 1. 90% MIN. COMPACTED SOIL. CRAWL SPACE SLAB (R-10) Ln Q z of DECK AND AT BUTT = JOINTS THE THICKNESS OF 2. 4" CRUSHED STONE (NO FINES) m o� SIP PAGING. ° ° 3. 10-MIL (MIN.) PLASTIC VAPOR BARRIER, SEAMS OVERLAPPED 6 INCHES AND SEALED WITH TAPE. 1. 90% COMPACTED SOIL C> Q 30" MIN. ` ONE y 2. 4" CRUSHED STONE (NO FINES) �m= LENGTH J REBAR4 FOUNDATION PLAN, CRAWL 4. 2„ XPS INSULATION 3. (2) LAYERS OF 2" XPS INSULATION (R-20) N coNEEAR SPACE PLAN, DETAILS 5. 6 CONC. .SLAB W/ W.W.M:. 6X6-W2.9XW2.9 SHEETS AND 3500-PSI (MIN.) CONCRETE. O 6. USE LOW-WATER-CONTENT AIR-ENTRAINED CONCRETE (5% TO 7% AIR ENTRAINMENT) IN N.) 4. 6-MIL (MIN.) PLASTIC VAPOR BARRIER, SEAMS OVERLAPPED 6 INCHES _ 1R"MIN. 12"1REBAIR �SEAL&SIGNATURE DATE: 05-05-2024 FREEZING CLIMATES AND 111/4-INCH (TOP SIZE) AGGREGATE. AND SEALED, EXTENDING UP TO TOP OF FOUND. WALL AND TAPED FROM LENGTH l - � 7. 1/2-INCH ISOLATION JOINTS AROUND PERIMETER AND AT PENETRATIONS THROUGH SLAB. 5. 2 INCH RAT SLAB SUB FLOOR CORNER f:r,' 1 f,- PROJECT#11631 >.. `%;;•, DRAWN BY: DR 8. FIBER REINFORCEMENT ADDED TO MIX AT PLANT, TYPICALLY 1.5 POUNDS PER CUBIC YARD, TO SUB FLOOR INSTALLATION SIMILAR: ;; ;i ` a'' " REDUCE PLASTIC SHRINKAGE CRACKING. r CHECKED BY: SR SIMPSON STRONG-TIE STHD14RJ ° ` '6 ,�1 SCALE: AS INDICATED 9. SAW-CUT CONTRACTION JIOINTS, CUT 1-INCH-DEEP EVERY 8 TO 12 FEET. KEEP PANELS AS RIM JOIST INSTALLATION , •c: � I SHEET SQUARE AS POSSIBLE. 10. REINFORCE INSIDE (REENTRANT) CORNERS WITH 4-FOOT LENGTHS OF #3 REBAR LAID G)SIP BOTTOM PLACE PLACEMENT STRAP DOWN DETAIL A3 . 0 DIAGONALLY TO MINIMIZE CRACKING. N.T. . 6N.T.S. PAGE: 6 OF 18 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. 05 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 CA6 KEY R.O. WXH FRAME WINDOW & EXTERIOR DOOR SCHEDULE WXHIZE TYPE HEADER GLAZING MATERIAL MANUFACTURER CITY. NOTES 3 4A 5 6 A 37" X 73" 36" X 72" CASEMENT __ TRIPLE FIBERGLASS -- D )A6 PANE 7 -- B 37" X 37" 36" X 36" AWNING TRIPLE FIBERGLASS PANE -- C 37" X 37" 36" X 36" FIXED TRIPLE FIBERGLASS -- 5 12'-10" I 27'-2" 10'-0" PANE -- 4" " D 21" X 37" 20" X 36" AWNING TRIPLE FIBERGLASS -- 3 7'-2 29-8 PANE -- E 33" X 61" 32" X 60" CASEMENT TRIPLE FIBERGLASS -- 1 'PANE -- F 65" X 61" 64" X 60" FRENCH CASEMENT TRIPLE -- ---- --- - - - - - - - --- --- - - -- -- --- FIN. GRADE EL 7.50 PANE FIBERGLASS 1 -- _ _ _ _ A G 73" X 73" 72" X 72" FRENCH CASEMENT TRIPLE PANE FIBERGLASS -- 2 __ NO OVERSIGHT,ERROR,OR OMISSION ON THE PART OF THE ENGINEER/ARCHITECT,OR HIS/HER R' I ItV 6 h I I I I H 61" X 85" 60" X 84" FRENCH DOORS TRIPLE FIBERGLASS -- 1 PANE DOOR -- REPRESENTATIVE SHALL LEGALIZE THE EL 7.00 H1 61" X - 60" x 18" FIXED DOOR TRANSOM DOUBLE FIBERGLASS -- 1 ERECTING CONSTRUCTION,ALTERATION i I I (= PANE F -- REMOVAL,USE, ,OR OCCUPANCY OF A BUILDING UP OR STRUCTURE THAT DOES NOT CONFORM TO 1 I to J 61" X 85" 60" X 84" FRONT ENTRANCE DBL. DOOR NO GLAZING FIBERGALSS -- 1 PROVIA SIGNET 002-440 SMOOTH SKIN THE PROVISIONS OF THE BUILDING CODE AND 1 0 C I`` THE BUILDING ZONE ORDINANCE. (7) 7" RISERS `I� 3 10 I K 37" X 85" 36" X 84" MUDROOM ENTRANCE HALF LIGHT FIBERGLASS -- 2 (5) 11" TREADS'v 4 j �Elll 1 I Imo ' L 117" X 109" 114" X 108" GARAGE OVERHEAD FRONT NO GLAZING INSULATED LUX GARAGE 2 ST-20000 SANTIAGO STEEL GARAGE ANY DEVIATION FROM ANY STRUCTURAL = I 1 •} I� STEEL DOORS DOOR MEMBERS AS INDICATED ON THESE PLANS SUCH 1\ g I I M 63" X 43.5" 60" X 42" (CRAWL SPACE) DOUBLE NO GLAZING STEEL -- 1 -- _jjouTSWINc -- -- AS HORS_TRIMMERS,1-BEAMS. J EL 11.00 6 y I N 20" x 84" FIXED TRIPLE FIBER GLASS 2 PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, FIXED DOOR ASSEMBLY TRIPLE `I 1 .�D I P 109" X - 108" X 18" TRANSOM PANED FIBERGLASS -- 1 __ STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, LEDGER BRDS.,ETC,SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF "000000 -Al \ L1 / ANY PHYSICAL WORK. SINK REFR./ FREEZER © HO I N o �� FIRST FLOOR INTERIOR DOOR SCHEDULE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION SITE 4- - - I w w PANEL/ BEFORE BEGINNING ANY PHYSICAL WORK.HE � KEY ROOM DOOR H SIZE TYPE (FROM OUTSIDE ROOM) JAMB LOUVER/ MATERIAL HARDWARE CITY. NOTES SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO FIN. GRADE EL 7.50 n A C I= = GLAZING rnrn THESE PLANS,SPECIFICATIONS AND ALL OTHER UP I 19-0 °° DINING ROOM 1WO I^^ 101.1 W.0 1018 28" X 96" SINGLE R.H. SOLID CORE 4 9/16" 2 PANEL WD. COMP. PRIVACY 1 -- INFORMATION INCLUDING GOVERNING CODES, M LAWS,ORDINANCE,ZONING AND REGULATION FIN. GRADE EL 7.00 ft6 _ _ _ KITCHEN 108 CH, 11 7 101.2 CLOSET 101A 30" X 96" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. COMP. PASSAGE 1 I � " I EL 12.0o I -- 24-0 9- I 107 C.H. 10'-0' I 103.1 HALLWAY 103 30" X 96" SINGLE R.H. SOLID CORE 4 9/16" 2 PANEL WD. COMP. PRIVACY 1 -- _ I n o M THE CONTRACTOR SHALL VERIFY ALL M.W.�IS NDCH•110Yo0• ( I Qi 103.2 BATHROOM 103E 32" X 80" SINGLE L.H. SOLID CORE6 9/16" 2 PANEL WD. COMP. PRIVACY 1 -- EXISTING CONDITIONS&DIMENSIONS BEFORE to i� I Cj 103.3 CLOSET 103A 28" X 80" SINGLE R.H. SOLID CORE 6 9/16" 2 PANEL WD. COMP. PASSAGE 1 __ STARTING CONSTRUCTION&SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR ERV EXHAUST=24 CFM I ¢ 104.1 BEDROOM 104 30" X 80" SINGLE L.H. SOLID CORE 4 9/16" 2 PANEL WD. COMP. PRIVACY 1 -_ DISCREPANCIES BEFORE PROCEEDING WITH THE 104.2 CLOSET 104A 24" X 80" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. COMP. PASSAGE 1 WORK.IF ANY QUESTIONS ARISE BEFORE OR t� EL 10.70 P0� 7 I I 6'-2n I -- DURING CONSTRUCTION AS TO THE INTENT OR r` 1 OOD 1�1� ICpl 105.1 MECH. 105C 32" X 80" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. COMP. PASSAGE 1 _ DETAILS OF THE DRAWINGS,THE CONTRACTOR SHALL CALL THE DESIGNER FOR CLARIFICATION w C.H.11.50" o Imo 105.2 CLOSETS 105A6 24" X 80" BIFOLD HOLLOW CORE 4 9/16 2 PANEL WD. COMP. DUMMY 2 AND/OR INSTRUCTIONS.IF THE CONTRACTOR w C. 9'-0 S -- l0 105.3 GARAGE 32" X 80" SINGLE R.R.H. METAL 6 9/16" FLAT SLAB METAL PRIVACY 1 __ FAILS TO FOLLOW THE ABOVE PROCEDURE HE SHALL ASSUME THE RESPONSIBILITY FOR THE e L DBL. - 107A - ICL - - - 107.1 KITCHEN 107 36" X 80" POCKET HOLLOW CORE 6 9/16" 2 PANEL WD. COMP. RECESSED t -- CONSEQUENCES OF HIS ACTIONS AND/OR Yl v DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE Z - 107.2 PANTRY 107AB 42" X 80" DOUBLE HOLLOW CORE 4 9/16" 2 PANEL WD. COMP. DUMMY 2 -- f-` v SINK CLOSET '_t1" 07.1 4" $'_ " 4" 3' 8" 19'- " 3'-10" I DINING ROOM VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY 108.1 48" X 96" BARN DOORS - - WD. COMP. PULL HANDLE 2 -- CONTRACTOR. f'1 L �0 2� I ,D8 �L o . I MECH. I ' 05.1 1105C L�5 �� y LIVING ROOM I CONTTHESE PLANS RACTOR OR THEIR NOT RELIEVE THE 05.3 MUDROOM �� / 109 I; I SECOND FLOOR INTERIOR DOOR SCHEDULE GARAGE O $ I - 171 105 = I C H.19 0" �- �/� ,� EL 12.00 " A I SUB CONTRACTOR OF r RESPONSIBILITY FOR FULL COMPLIANCE WITH THE CONTRACT REQUIREMENTS:FOR THE 'ter' _ 1 EL 12.00 ER 80G. I �' r1i C.H. 10-0 !! I KEY ROOM TYPE FROM OUTSIDE ROOM JAMB= 106 to DOOR SIZE PANEL/ CORRECTNESS OF DIMENSIONS;CLEARANCES ( ) LouvER/ MATERIAL HARDWARE CITY. NOTES AND MATERIAL QUANTITIES;FOR PROPER DESIGN 1g C.H.C.H. 9'-0' H.W. ;� I a i I I I = WXH GLAZING EL. 10.10 n Vv o &DETAIL;FOR FABRICATION AND CONSTRUCTION ' " N 14 I I I 200.1 LAUNDRY 200E 32" X 80" SINGLE R.H. SOLID CORE 4 9 16"C.H. 11 -0 Z o c� I tit I / 2 PANEL WD. PASSAGE 1 M Lj - _ < I i io -- TECHNIQUES; TRADES AND FOR PROVIDING ALL �\. LASES " 4" 5'-5" 4 3'- 0"6 w I I 200.2 CLOSET 200A 30" X 80" SINGLE R.R.H. SOLID CORE 4 9/1 6" 2 PANEL WD. 1 OUTSIDE LOCK 1 == DEVICES REQUIRED FOR SAFE AND 105A I I io 200.3 CLOSET 200C 34" X 108" POCKET SOLID CORE 6 9/16" 2 PANEL WD. OUTSIDE LOCK 1 SATISFACTORY CONSTRUCTION&OPERATIONS. A z EL,zoo 11 j rn 1036 CLOSET = 7 m I 10 N o EL 12•UO 103A co 6 Q I EC I ^ A 201.1 BEDROOM 201 30" X 80" SINGLE L.H. SOLID CORE 4 9/16" 2 PANEL WD. PRIVACY t M C.H. 9'-0" EL t2;oo g 4 3 TOTAL FL00 AREA= 967 SF `` A6 -- C.H. 9-0" UP EGRESS= 29'W X 83"h 16.2 SF. I( ERG B AS 201.2 BATH. 201 B 28" X 80" SINGLE L.H. SOLID CORE 6 9/16" 2 PANEL WD. I PRIVACY 1 -- - - 6 `✓ ' VENTILATION 129 SF (13.3%) II Al I ! 201.3 CLOSET 201A 28" X 80" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. ( PASSAGE , PRELIMINARY '� , 5'-3" LIGHT= 129 F 13.37 i ! I - - -- - - ( ) I 202 , BID/ PERMIT I BEDROOM 202 30" X 80" SINGLE R.H. SOLID CORE 4 9/16" 2 PANEL WD. PRIVACY 1 -- __ 6 03.2 03.3 ERV SUPPLY= CFM - I I _ _ _ - DRAWINGS ° N3_9 g A 03 1 " y I co 202.2 BATH. 2028 28" X 80" SINGLE R.H. SOLID CORE 6 9/16" 2 PANEL WD. PRIVACY 1 -- oA of 4 103 I 4 I I I cn o 202.3 CLOSET 202A 28" X 80" SINGLE R.R.H. SOIL CORE 6 9/16" 2 PANEL WD. PASSAGE 1 __ cq 1 N 14'-4" 5'- " 5'-6" 10" 12'-8" w w << BEFORE 203.1 BEDROOM 203 30" X 80" SINGLE L.H. SOLID CORE 4 9/16" 2 PANEL WD. PRIVACY 1 ` 203.2 BATH. 203E 28" X 80" SINGLE R.H. SOLID CORE 6 9/16" 2 PANEL WD. PRIVACY 1 PROPERTY DIAL 811 PARLOR _ -- U 1 04.1 o rB I^^ -- INFORMATION n CLOSET n 4" 102 K' EL .35 B 203.3 CLOSET 203A 28" X 80" SINGLE R.R.H. SOLID CORE 4 9/1 6" 2 PANEL WD. v PASSAGE , THE STATE OF NEW 14-4 4 4 10 u SCTM YORK REQUIRES FOYE EL 12.00 204.1 BEDROOM 204 30" X 80" SINGLE R.H. SOLID CORE 4 9/16" 2 PANEL WD. PRIVACY , NOTIFICATION BY 204.2 BATH. 204B 28" X 80" SINGLE L.H. SOLID CORE 6 9/16" 2 PANEL WD. PRIVACY 1 __ DISTR.:1000 EXCAVATORS, A5 g EL 1�Oo 101 C.H. 10-0 = 1 A5 -- o O C.H. 10-0'� I = SECTION:75 DESIGNERS OR ANY C.H 1 0' io I _I of 204.3 CLOSET 204A 28" X 80" SINGLE R.R.H. SOLID CORE 4 9/16" 2 PANEL WD. PASSAGE 1 BLOCK:6 PERSON PREPARING TO W ���" i H I �"� 205.1 HOME OFFICE 30" X 80" SINGLE R.H. SOLID CORE 6 9/16" 2 PANEL WD. PRIVACY 1 DISTURB THE EARTH'S Q EL 10.10 =o = R1 ^ vi 205 -- LOT:3.3 SURFACE ANYWHERE IN PORCH o BEDOROOM HAM =12 = o0A Y 205.2 HALL 2056 32" X 80" SINGLE L.H. SOLID CORE 6 9/16" 2 PANEL WD. LOCK KEY 1 __ ZONE:R-80 THE STATE. z 100E I i GH 0 - I 11. Q TOTAL 17 OWNER: © © C.H.12 00 C.H. 9-0 ^ C. 10'-0" b I � STEPHEN&DANIELLA RAVN 5" 10'-7" I 16 S32GAMORE ROAD EAST NORWICH,NY I EL 12.00 FIN. GRADE EL 10.00 I C.H. s'-o' I E EXTERIOR DOORS 63av885-1641 ndsurveying.com FLOOR AREA= 244 SF oo = - - - EGRESS= 25.6"w X 67.5"h 11.98 SF. o 1 9'-0" ARCHITECT; FlN, GRADE EL 0.20 VENTLATlON= 14.4 SF (6%) CLOSES P-0 �� I� o FRONT DOOR BACK PORCH DOOR LIGHT= 28.8 SF (12%) 04.2 104A 0 New Habitat Architecture & ERV SUPPLY=12 CFM I� "' H1 *to GLAS TRA OM `O GLASS TRANSOM Design, it EL 12.00 GLASS TRANSOM ©^ I� CH.--1D" la BALCONY DOORS I I - - - - - P c. OA A \ / \ / \ / \ 1171 Old Country Road suite 6 O �� � / \ \ / \ / I Plainview,NY 11803 24'-0" g'_0" 1 '¢" " I I / \ " \co 0 / \ I CRAWL SPACE tel:631 -393-2871 / 20-0 \ I 10-0 " °° o i. ( ACCESS DOOR newhabitatarch@gmail.com fax:516-822-2743 \/ FlN. GRADE EL 11.00\ iN \ / \ IE \ / M D A6 I I I ' LEI II L 4 1'-8• 5'-o' S._o. C )A6 I I // \\ I 5'-0• 2'-10• �,=e•�a" s'-o• 1 1 5'-0• 9'-s• PECONIC RESIDENCE 1 I I \ O O © © SITUATED AT PORTS COCHERE \ 625 WELLS ROAD PECONIC, NY 11958 / = EL 11.00 \ I WINDOWS TOWN OF SOUTHOLD / o C.H. 10"-0" \ I I SUFFOLK COUNTY NY. - -11 - - - - - - - - � LI - - - - - -} - - ----- -- -- - - -- -- I I �- - I \ b � \ o o � / / \ / \ SCTM: DISTRICT 1000,SECTION 75, b M '� '� ;�, o BLOCK 6, LOT 3.3 83'-0" I I I I , fO 3'-0" 3'-0" 1'-8' � J 2 3 4 FIN. GRADE EL 10.50 5 © O O / C D 2'_8' g'_4" LL / THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE fA p �^ Q- F 8'-0• BUILDING CODE REFERENCES OR SECTION l v`&�"t' NUMBERS EITHER MENTIONED ON THESE PLANS f AO O © OR NOT,CAN GO TO THE FOLLOWING WEB STIE: /�^A HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM g�(/tl(, �� ��iQ.(f�'�'� INTERIOR DOORS EDUCATION LAW ARTICLE 145 /I PROFESSIONAL ENGINEERING&LAND USURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN FIRST FLOOR PLAN \\ \ ITEM IN ANY WAY. 1 \ \ SCALE: 3,/1 s"=1'-0" o \ FIRST FLOOR PLAN, WINDOW o / ° I o El / DOOR SCHEDULE � 4'-0' SEAL&SIGNATURE DATE: 05-05-2024 PROJECT#11631 DRAWN BY: DR CHECKED BY: SR SCALE: AS INDICATED i SHEET A3 . 1 �., / PAGE: 7 OF 18 At D bfi .w-o• _ D 6 3 5 6 1 I 16a at0• I I - I I I I 1 I 4 _ r-----�----z--�—�— — ----- ————zse.Pcmrx�l-- I I I eEz 3 y emxow JlEi lefdl•A I ' CLPSE7 I = GG BAICCAY 3 w. 1MA � gvlwER yrl L� J --Pe - I- C _ YA WAY - --- � • _ __ h,jm LP3A -,g mJ, e2.B W M _ n'-"• - I aaol � onel � a O �JI � �. •eo. .�.,,w I ms [z P tt u,Ao r® :ales �.a ... aam — As B. NALIW4 • -INARY to/PER_ oRnwlNcs 1 L---- V --- J ---——————— ----————— — ---� JJ`/ ————— — I 1 ^New Habitat Architect— Cd Design,P c. 4 pnfi lJ °W�°' 5 6 °" ��A6 D A6 <� 6 (DSECO^1D FLCCR PL4N , cA�c ails -c" ATTIC =I OOR PLAN •��,..o.,,'n�c a„r;=r-o S'CON)FLOOR PLAN A7C FLOOR PLAN A3.2 n'E-;MINGLE DON. " r -FQQFCPNT E�39 5Q- Z'rTAI HAUE ROOF SUNG� '0 ATII RR'L 3300 WNDM EL 3100 10 SECMD FLR EL 0 Yi TA- TO.2N0 TER GAR EL 22 0 TO WN)QWEL 20M A A., PORCH L.0 L 193 STUCCO BASE +�T FLR M 120 TO GARAGE FLR EL 1010 PPO`GRAZE 90 71, 14ST CPXNDEL 70 B-FOMT No—ft A T —---------------------- ------ 8 FWPNG EL 40 L-44(REAR) ELEVATION PRIELIMINARY B —RmT` nuns ARMTELIRAL SEINU'S ROOF FOO,UP2E-,L-I'D—-—--- .+_LCLATTC FIR.EL 3300 New Habitat Archit,—e& .............................. Design,p.c. HAMIE SHINCLE 9GINC ly. ................. HAM SDNG SEC D'LR EL 2300 PG,,O, L.T 11 o.PRDCE FLR EL 1 70 lo-L35MR-1, In TO OTAGE FLR Si"M EL _FOLnhC EL 4 LO ----------- z z i '-I z::z zzj-I- NORTH ELEVATION EAST AND NORTH ELEVAIONS A4.1 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 )A6 � )A6 3 5 6 � A6 3 5 6 � A6 40'-0" 10'-0" 40'-0" 10'-0" ROOF BELOW I I ROOF BELOW I I I I I I I NO OVERSIGHT,ERROR,OR OMISSION ON THE j I PART OF THE ENGINEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE ERECTING,CONSTRUCTION,ALTERATION, REMOVAL,USE,OR OCCUPANCY OF A BUILDING OR STRUCTURE THAT DOES NOT CONFORM TO THE PROVISIONS OF THE BUILDING CODE AND THE BUILDING ZONE ORDINANCE. ANY 0 SIP ROOF EDGE LINE .) - - - MEMBERS ASAINDICA INDICATED ON THESE LANTION FROM ANY S SUCH I I �- n � AS HORS_TRIMMERS,1-BEAMS. 9 O PARALLAMS MICRO LAM S TRUSSES FLR.JSTS. CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, I " 4 ,- 4 16'-O" STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, 14 11 7 , I , I , � � I � " I � LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE i I BEDROOM o BEDROOM j(. j ! I ! ! I I I 38-11 I ARCHITECT PRIOR TO THE COMMENCEMENT OF 204 ANY PHYSICAL WORK. 203 0 I EL 23 00 CONTRACTOR SHALL CHECK AND VERIFY ALL EL 23-0 C.H. 9'-0' i I ! I C.H. 9'-0" I i I CONDITIONS AT THE CONSTRUCTION SITE LJ ! I z I (( BEFORE BEGINNING ANY PHYSICAL WORK.HE CLOSET © ' BALCONY SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO 204A ;' j ; ( 204E rn C-Dw I I THESE PLANS,SPECIFICATIONS AND ALL OTHER EL 23.00" r' j I ! EL 22.75 ¢ ow I I j j I I ( INFORMATION INCLUDING GOVERNING CODES, N H N I FLOOR ARE 230 SF C.H. 9'-0 - ( 4 LAWS,ORDINANCE,ZONING AND REGULATION FLOOR AREA=a250 a j i l I, l ; ! j I Tn 3 o i l I I 0 0 0 " " EGRESS 23.5 w X 9.5 h 12.97 SF. I I W ! ! ) EGRESS= 2 .6 w X 67.5 h 11.98 SF. I I : o z I VENTILATION= 32.7 (13%) i II J C) Y i j THE CONTRACTOR SHALL VERIFY ALL VENTILATION 114.4 SF (6.3%) I I I I o I 1 EXISTING CONDITIONS&DIMENSIONS BEFORE LIGHT= 46.8 SF_/119 ¢ I LIGHT= 28. SF (12.5%) Ln ERV SUPPLY=12 CFM j j 3 ( I STARTING CONSTRUCTION&SHALL NOTIFY ERV S PPLY=12 CFM I I I THE ENGINEER OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH THE liili I ! i » 22-11 03.1 04.1150 WORK.IF ANY QUESTIONS ARISE BEFORE OR D D 4.2 j I i ( i I j - - - - D - j ( I ! j I ( - _ DURING CONSTRUCTION AS TO THE INTENT OR 03.3 ® DETAILS OF THE DRAWINGS,THE CONTRACTOR " HA WAY SHALL CALL THE DESIGNER FOR CLARIFICATION n n , » RO M " 5 , » n , n a a 3-6 11-8 5-7 1 5-0 13 10 4 " 4 » " AND/OR INSTRUCTIONS.IF THE CONTRACTOR BATHROOM I 12-5 22-11 4-O FAILS TO FOLLOW THE ABOVE PROCEDURE HE ' n EL 23.00 .. SHALL ASSUME THE RESPONSIBILITY FOR THE =8-O EL 23.00 DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE 05. 203A 1e i> 1e 1e 20 C.H 9'-0" 2046 TUB I ATTIC CONSEQUENCES OF HIS ACTIONS AND/OR C.H. 9'-0" I EL 23.00 15 0 SHOWER I EL 23.00 0 I 206 17 1 " C.H. 9'-0" M 14 Co r VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY I 5-4 4 , 13 C.H. 9'-0' �, EL 33.00 16 TUB a' DRYER WASHER ERV E HAUST=18 CFM I VAULTED CEIL CONTRACTOR. 15 0 " 12 O ERV SUPPLY=28 CFM 14 SHOWER 11 O o I o THESE PLANS DO NOT RELIEVE THE 13 10 t 141 I N Tn i� CONTRACTOR OR THEIR SUB-CONTRACTOR OF RESPONSIBILITY FOR FULL COMPLIANCE WITH _ cn THE CONTRACT REQUIREMENTS:FOR THE 12 SHOWER I V) th CORRECTNESS OF DIMENSIONS;CLEARANCES 11 "' e ) SINK SHOW R of I i b ¢ " HOME OFFICE ° ATHROOM s PU 7-4 OM B ;r, � o� AND MATERIAL QUANTITIES;FOR PROPER DESIGN M 205 = - 20 300 M C 2 SE OS° Rs eL LAUNDR 201 B A I® STAIRS &DETAIL;FOR FABRICATION AND CONSTRUCTION TECHNIQUES;FOR PROPER COORDINATION WITH EL 22.00 C.H. 8' 0" EL 2 'j� 5 4 3 12111 200E EL 23.00 A5 I OTHER TRADES AND FOR PROVIDING ALL .VAULTED CEIL a O C.H. 9'-0" EL 23.0 �n ;n C.H. 9'-0" DEVICES REQUIRED FOR SAFE AND EL 23.00 I ERV EXHAUST=18 CFM C.H. 9'- " C.H. 9'-0" in I SATISFACTORY CONSTRUCTION&OPERATIONS. A FLOOR AREA= 710 SF s ERV EXHAUST=18 Cl •2 - - - - - - - EGRESS= 70"w X 79.5"h 38.6 SF. 5 02.2 00,3 A6 VENTILATION= 42.2 SF (6%) 1 ' LIGHT= 46.8 SF (6.5%) 6 01.1 PRELIMINARY ERV SUPPLY=30 CFM 3 6 24'-0" •. I w I ; I BID/ PERMIT o 0 1 00.00 2 ! HALLWA 4 4'-2" 4' 3" 5" 15'-0" I ! ` I j ; , j DRAWINGS °A J° II R I � I' i ' i ; j j ; , 205B BEFOLn R`G 05. I C.H.s 0. BEDROOM LOSET x I 'I A5 I j 0 20-2 a 01.3 V I , BALCONY. i 200A I i i 201E I l o w ( j i PROPERTY DIAL 811 EL 2275 I ' I { ``' ``' I THE STATE OF NEW REQUIRES B EL 23.00 EL 23.00 BEDROOM `�' i j I Z o I I f INFORMATION C.H. 9'-0" C.H.9'-0" •- ! I i _ CL SET 201 G ; 1 - - ;,, Y j j j SCTM o 0 I I ! ( i j j NOTIFICATION BY A5 I I 2 1A EL 23.00 I I I i DISTR.:1000 I- B o CLOSET EXCAVATORS, nl EL 23.00 C.H. 9-0' ; I I I ^ CH 9'-0' I j 202A FLOOR AREA= 232 SF I j I x n " I ! ! w i SECTION:75 DESIGNERS OR ANY o EL 23.00 EGRESS= 23.5 w X 79 5 h 12.97 SF. ( ( w i I PERSON PREPARING TO z j BLOCK:6 Y j LOT:3.3 DISTURB THE EARTH'S " i C.H. 9'-0' VENTILATION= 32.7 SF (14%) ± I I i II ( i ! j I I I SURFACE ANYWHERE IN 14-4 , » LIGHT= 46.8 SF (20%) - I ERV SUPPLY=12 CFM 4-2 I j ' I I ' I. j ( jl I I I I I ZONE:R 80 THE STATE. FLOOR AREA=»265 SF n 1 `I I : I, ! I I L': ( - - - I I I I j OWNER: I ( EGRESS= 25.6 w X 67.5 h =11.98SF. p 3 - UD I IP ROOF EDGE LINE TYP.) STEPHEN&DANIELLA RAVN VIGHT�288 S14.4 S (5.4%) - B - _�_ t I - - - - t i I I ERV SUPPLY= S (11 I I I o I I I I 16 S 2GAMORE ROAD EAST NORWICH,NY ROOF BE 631-885-1641 ROOF BELOW I j I dravn@aelandsurveying.com I � ARCHITECT: j E ROOF EDGE LINE (TYP.) _ O_ _ _ _ - - - - - - - - - I New Habitat Architecture & 24'-0" 9'-o" 20'-0" 20'-0" 10'-o" 9'-0" /20'-0" 1o'-0" Design, p.c. 1171 Old Country Road suite 6 83'-0" I I I Plainview, 631 -93 2871 fax:516-822-2743 1 2 3 4 ROOF BELOW 5 6 3 4- ROOF BELOW 5 T newhabitatarch@gmail.com � A6 � A6 � )A6� A6PECONIC RESIDENCE SITUATED AT 625 WELLS ROAD PECONIC,NY 11958 TOWN OF SOUTHOLD SUFFOLK COUNTY NY. SCTM: DISTRICT 1000, SECTION 75, SECON D FLOOR PLAN ATTIC FLOOR PLAN BLOCK 6, LOT 3.3 1 SCALE: 3//16"=1'-0" 2 SCALE: 3/16"=1'-0" THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS OR NOT,CAN GO TO THE FOLLOWING WEB STIE: HTTP://PUBLICECODES CYBERREGS.COM/ST/NY/ST/INDEX.HIM EDUCATION LAW ARTICLE 145 PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. SECOND FLOOR PLAN ATTIC FLOOR PLAN &.SiGNR RE DATE:05-05-2024 `�i',� PROJECT#11631 DRAWN BY: DR ;'.:v ` , t CHECKED BY: SR SCALE: AS INDICATED ' { SHEET A3 . 2 `` - PAGE: 8 OF 18 i \ REV.1 DESCRIPTION DATE - INMAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 / NO / P RSIGHT,ERROR,OR OMISSION ON THE PART OFETHE ENGINEER/ARCHITECT,OR HIS/HER C7r� REPRESENTATIVE SHALL LEGALIZE THE ERECTING,CONSTRUCTION,ALTERATION, REMOVAL, O OCCUPANCY OF A BUILDING 12 12 s/� \ OR STRUCTURE THAT DOES NOT CONFORM TO A� THE PROVISIONS OF THE BUILDING CODE AND 15D �15 �9�1 THE BUILDING ZONE ORDINANCE. ANY DEVIATION FROM ANY STRUCTURAL / lii MEMBERS AS INDICATED ON THESE PLANS SUCH HARDIE SHINGLE SIDING \ AS HORS TRIMMERS,1-BEAMS. PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., DECOR. METAL ROOF _ _ ROOF MIDPOINT EL. 39.50 CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, CUPOLA / �T1`} STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE / 116. FHARDIE SIDING ARCHITECT PRIOR TO THE COMMENCEMENT OF a4 \ ANY PHYSICAL WORK. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION SITE 12ZZ 1 , I BEFORE BEGINNING ANY PHYSICAL WORK.HE / '�� 10 T.O. ATTIC FLR. EL. 33.00 SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO \ THESE PLANS,SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING GOVERNING CODES, 7" " T.O. WINDOW EL. 31.00 LAWS,ORDINANCE,ZONING AND REGULATION THE R SHALL VERIFY ALL \ \ EXISTING COONDITIONOS&DIMENSIONS BEFORE HARDIE CLAPBOARD SIDING STARTING CONSTRUCTION&SHALL NOTIFY JT :FBI THE ENGINEER OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.IF ANY QUESTIONS ARISE BEFORE OR " / \ F9 031 El \ / 12 DURIN24 `4 METAL ROOF DETAILS OF THE DRAWINGS,THE CONTRACTOR d4 0 \ SAND OR INSTRUCTIONSHALL CALL THE .IF THE CONTRACTORR FOR N O° T.O. SECOND FLR. EL.. 2300 M FAILS TO FOLLOW THE ABOVE PROCEDURE HE N SHALL ASSUME THE RESPONSIBILITY FOR THE / - DECOR. PERGOLA ; :' CONSEQUENCES OF HIS ACTIONS AND/OR ..L} .j. .`T.' .A! '••.C'. ;�/y�e!•..4.>,',fit'' .,Y• " DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE • �! T.O. WINDOW EL. 20.00 �,_ s ., ,.i:" ' .;� . — � \ VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY o / I \ CONTRACTOR. \ L THESE PLANS DO NOT RELIEVE THE © � ® � - CONTRACTOR OR THEIR SUB-CONTRACTOR OF \ f, ii 6X6 WD. POST RESPONSIBILITY FOR FULL COMPLIANCE WITH io o ! THE CONTRACT REQUIREMENTS:FOR THE o I i ( \ / o o \ CORRECTNESS OF DIMENSIONS;CLEARANCES AND MATERIAL QUANTITIES;FOR PROPER DESIGN T i y &DETAIL;FOR FABRICATION AND CONSTRUCTION E g . TECHNIQUES;FOR PROPER COORDINATION WITH �j OTHER TRADES AND FOR PROVIDING ALL TO. FIRST FLR. EL. 2.O I DEVICES REQUIRED FOR SAFE AND SATISFACTORY CONSTRUCTION&OP ERATIONS. ERATIONS. PROP. GROUND EL. 10.0 I I !_ �� ��°' ��'-� II I � � ail II I I . 9.0 STUCCO BASE EXIST. AVERAGE EL. 7.5 _ — — — _ PRELIMINARY BID/ PERMIT /I( �32'-5" I I I I I - - ]RL C--] I 51'-6" DRAWINGS o 0 SIDEYARD SETBACK _ _ _ __ __=_ ______ __ __ _��__ ____ _ _ _ _ _ __ __ - __-__ _ —__ __ -- -------- -- -- --T � B. FOOTING EL. 4_00 SIDEYARD SETBACK y°J Cq<< BEFORE PROPERTY DIAL 811 WEST INFORMATION THE STATE OF NEW (FRONT) ELEVATION YORK REQUIRES 1 NOTIFICATION BY SCALE: 3/16"=1'-0" D STR.:1000 EXCAVATORS, SECTION:75 DESIGNERS OR ANY BLOCK:6 PERSON PREPARING TO LOT:3.3 DISTURB THE EARTH'S SURFACE ANYWHERE IN ZONE:R-80 THE STATE. Q OWNER: dj STEPHEN&DANIELLA RAVN / I 16 SA AMORE ROAD EAST NORWIC Y S .e•1! II _ p I I. II1 11732 i:_ F._1_ i li d ''�- i-IF - -�_ I_� i i �- -I�-" r`-� x F-1� -L. V-. 631-885-1641 r C T r l T _�� ..Lc I �'-- AL `LY?� _ L!i '• ,,.E_ V - ,- •! I dravn@aelandsurveying.com y g 'it II.` f � — E7l. j' sY 'i`I. '_S__'i,. .•�I 1,- ! +�_It_ 1 ., i r 7 ..E_t__..�I� Pr i i l J _ �-' ¢ !_. TARCHITECT: _.�.__-. _ _! t r1, �fI •ff r �; M � ( 6 I II;; N I N 9 �1 T�,h_ 1_ ( T I r f _F fi 1! F_ .i._ r4 ,_ T �.y_ . T �_ 1 �_- ,f !LI �f�I �._ I(_t_ '.�I� ;. � � 1 ` _ I !. _i_L .�&_i.,_i! �fJ ,� _._� J� �I_�T�-L��,_� � ° �L_l�l�'. �.�.�!i_I �' _�_1�. sl!���� rJ:l d_�,'.` �� �I� ARCHITECTURAL SHINGLES ROOF New Habitat Architecture & "T.. _ _ ' __ 'u ! III li..: T� _ T T 1 T ROOF MIDPOINT EL. 39.50p L, ' !:_� I, _� ��J'�1� ' ,u � I ��� �. � !� �`�� � i � I.1� I��! � Design, c l� ll_.I _ .._.. t :4 _1t1: -I! .�.t-T� - G- ��._ ! S ,-- -- — — — — o Road suite 6 _�� I i._ �: i r: .._. ;L j T i, ' I: � 1171 Old Country 1 I! � F �. h II __ e Plainview, / t 6 T �T12y z R NY 11803 i f: _ /� Q 6. t—'_!�__,;_L_ _1 T I METAL ROOF te1:631 393 2871 ..__I' :!r _! FF SOLAR r'--- - '' 'i-.'' 6-822-2743 r � I! fax:51 >_c _ newhabitatarch@gmail.com PANELS , g jI 1l / r � � T.O. ATTIC FLR. EL. 33.00 - . - PECONIC RESIDENCE 1B" 2" T.O. WINDOW EL. 31.00 SITUATED AT 625 WELLS ROAD PECONIC, NY 11958 \ ZI / \ HARDIE CLAPBOARD SIDING TOWN OF SOUTHOLD / \ SUFFOLK COUNTY NY. METAL ROOF 2'-0" SCTM: DISTRICT 1000, SECTION 75, / 3 a4 METAL ROOF BLOCK 6, LOT 3.3 / 4 2 PERGOLA T.O. SECOND FLR. EL. 23.00 CN ' •"' �• '+•' -"•' •• THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE " BUILDING CODE REFERENCES OR SECTION s _ T.O. WINDOW EL. 20.00 NUMBERS EITHER MENTIONED ON THESE PLANS O. OR NOT,CAN GO TO THE FOLLOWING WEB STIE: ;e1 Jt.:Y:•.:: HTTP://PU BLICECOD ES.CYBERREGS.COM/ST/NY/ST/I NDEX.H IM TRELLIS PORCH EDUCATION LAW ARTICLE 145 PROFESSIONAL ENGINEERING&LAND of `t > > SURVEYING,SECTION 7209;IT IS A VIOLATION OF o f: THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN PORTE COCHERE „> : ITEM IN ANY WAY. o 100D —TO. FIRST FLR. �. EL. 11.00 y" ��'•1 e:.l• a ..Y•. PROP. GROUND EL. 9.0 — — —— WEST (FRONT) AND SOUTH ELEVATIONS LI _ _ EXIST. AVERAGE EL. 7.5 �:&SIGMA URE DATE:05-05-2024 60'-4" I I I I I I I I I I I I '` ,` ; PROJECT#11631 FRONT YARD SETBACK ------ ----- ------ -------- -- - ---- - ---- -- - -- --- ---- :r.;.�I� >W,�v E �]E ---- ��----- -- ----��- - -- ---- -- -��--- - - -- -- - -�� — ZL�_ B. FOOTING EL. 4.00 --'`,�` '`�� •� �,,,,• DRAWN BY: DR CHECKED BY: SR,. 1 SCALE: AS INDICATED SHEET SOUTH ELEVATION i 2 - ,. f SCALE: 3/16 =1,-0A4. 0 PAGE: 9 OF 18 REV. DESCRIPTION DATE — INmAL SUBMISSION TO T.O.S. OS 14 24 Ot COMMENTS T.O.S. ON 07/09/24 07 30 24 NO OVERSIGHT,ERROR,OR OMISSION ON THE PART OF THE ENGINEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE 15 D 12 12? REMOVAL,USE,OR OCCUPAONCY OF A BUILDING 15 OR STRUCTURE THAT DOES NOT CONFORM TO •i L THE PROVISIONS OF THE BUILDING CODE AND THE BUILDING ZONE ORDINANCE. ARDIE SHINGLE SIDING i ANY DEVIATION FROM ANY STRUCTURAL MEMBERS AS INDICATED ON THESE PLANS SUCH ROOF MIDPOINT EL. 39.50 METAL ROOF AS HORS_TRIMMERS,1-BEAMS. `P 4 2 / \ PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., HARDIE SIDING CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, k STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY PHYSICAL WORK. \ 12 T.O. ATTIC FLR. EL. 33.00 1 �10 CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION SITE BEFORE BEGINNING ANY PHYSICAL WORK.HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO T.O. WINDOW EL. 31.00 _ )-7= 7" THESE PLANS,SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING GOVERNING CODES, ' LAWS,ORDINANCE,ZONING AND REGULATION THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS&DIMENSIONS BEFORE METAL ROOF \ STARTING CONSTRUCTION&SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR 1Z" DISCREPANCIES BEFORE PROCEEDING WITH THE \ / WORK.IF ANY QUESTIONS ARISE BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR 3 3 T.O. SECOND FLR. EL. 23.0_ _ v � METAL ROOF_ DETAILS OF THE DRAWINGS,THE CONTRACTOR _ T.O. 2ND FLR. GAR. EL. 22.0 SHALL CALL THE DESIGNER FOR CLARIFICATION I I � (�yr AND/OR INSTRUCTIONS.IF THE CONTRACTOR FAILS TO FOLLOW THE ABOVE PROCEDURE HE T.O. WINDOW EL. 20.00 SHALL ASSUME THE RESPONSIBILITY FOR THE — — •-- CONSEQUENCES OF HIS ACTIONS AND/OR DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE G� VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY PORCH CONTRACTOR. \ THESE PLANS DO NOT RELIEVE THE CONTRACTOR OR THEIR SUB-CONTRACTOR OF RESPONSIBILITY FOR FULL COMPLIANCE WITH LJI / STUCCO BASE THE CONTRACT REQUIREMENTS:FOR THE CORRECTNESS OF DIMENSIONS;CLEARANCES T.O. FIRST FLR. EL. 12.0 AND MATERIAL QUANTITIES;FOR PROPER DESIGN - &DETAIL;FOR FABRICATION AND CONSTRUCTION TECHNIQUES;FOR PROPER COORDINATION WITH E FLR. EL. 1 O.1 O OTHER TRADES AND FOR PROVIDING ALL n..,. ':{;;, f s;':Q,. .,..• ,:,; ';.;.� ,;;a ,: 'r :� . . n T.O. GARAG ?4� .Y � ,'r•t+_^� ' ,) }�a `.': ,.r.�j:,.t, 'ssrT' — �Y `•`*°`;.y. ,; — — DEVICES REQUIRED FOR SAFE AND CRAWL SPACEI I ;:: ;...:f , ,�,.. r:., , { ,. PROP. GRADE EL. 9.O +'r'� f "i%%'- '`'� `"":% :'''''' ,f ,.%' ' ':� % SATISFACTORY CONSTRUCTION&OPERATIONS. .:�. �} •S: ^�,'.`-, S � Q.::.�i .V�:t':.n�i�.. y,G ?i 1�-•l:.4•.:.'•i�V S.ti Y•'Er i-'t ACCESSI I :S' :'>3 .•y 1.A. SMvp:L'+. s :1t kt r.:..J.)i•l°ii: i1r• yJ;ti::Y'ti�,� .'Y�:•'4�:.:/.'sy 1ti�'Y;•y',S '}','�:'4a:•'y�:;,;:y:;:.J Ytr�✓l •J'�' .'Y.:•''V•.J EXIST. GROUND I I I I I I I I I I I I I I I I I I PRELIMINARY - - --- - -L--- -- - - -1 -1 - - - - - - -� J- --- - -- ---1-L-- -1 -1-- ---- - _ _ _ __ _ _ _ __ _ _ __ __ __ __ _ _ ______ BID/ PERMIT B. FOOTING EL. 4.00 �_ ___ _ _ __ _ _ __ __ __ __ _ _ __ __ _ _ __ ��_____ _ _ _ _ _��_ �� B. FOOTING EL. 4.0 DRAWINGS o 'O J O Cq<< BEFOR�� EAST REAR ELEVATION PROPERTY DIAL 811 SCALE: 3/16"=1'-0" INFORMATION THE STATE OF NEW SCTM YORK REQUIRES NOTIFICATION BY DISTR.:1000 EXCAVATORS, SECTION:75 DESIGNERS OR ANY BLOCK:6 PERSON PREPARING TO DISTURB THE EARTH'S LOT:3.3 SURFACE ANYWHERE IN ZONE:R-80 THE STATE. OWNER: } 1J -,_ a -k it �r i - cI -::' _ ..Ff a.. - - • ,.� _.. f STEPHEN&DANIELLA RAVN 16 SAGAMORE ROAD EAST NORWICH, NY I. ° + - f rft _ 173 .._ - d3av$$ ae andsurve in .com € @ Y 9 .. _,Y .i h _i. T-T T� i' ARCHITECTURAL SHINGLES ARCHITECT: ' LES ROOF `DEC CUPOLA .E f ROOF MIDPOINT EL. 39.50 -_ � ' - } - t.� r T: _ . r} New Habitat Architecture & � � �. I t � G Design, p.c. '. � i Y a! a p 3 ;t r 1171 Old Country Road suite 6 Plainview,NY 11803 ` tel:631 -393-2871 { I .. a J I fax:516-822-2743 newhabitatarch@gmail.com T.O. ATTIC FLR. EL. 33.00 - s — J 18= PECONIC RESIDENCE HARDIE SHINGLE SIDING SITUATED AT I If 625 WELLS ROAD PECONIC,NY 11958� � HARDIE SIDING li TOWN OF SOUTHOLD 1A"I` j$"R SUFFOLK COUNTY NY. 4p J I�! �3 SCTM: DISTRICT 1000, SECTION 75, T.O. SECOND FLR. EL. 23.00 rT=G�1 BLOCK 6, LOT 3.3 I I j it THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS OR NOT,CAN GO TO THE FOLLOWING WEB STIE: PORCH HTTP:BPUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM ;;:,• ,•; Y t.;.;t; ;• ::,,:{�•,. EDUCATION LAW ARTICLE 145 ,• • � PROFESSIONAL ENGINEERING&LAND ..: r•. " '• �` ` ` PORTE COCHERE EYING,SECTION 7209;IT IS AVIOLATION OF 'i::'?< ''•}'• '" `•�•" '' •`i'.•�:y±vwr :; - THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ROCH FLR. EL. 11.70 T.O. FIRST FLR. EL. 12.0 T.O. P _ � _ 71 — — _ •)• s• �), s�•'.'•�••.r'-: :e� :,�':: •atv` • • .:,.y} ,ii ENGINEER OR LAND SURVEYOR,TO ALTER AN _ •' ITEM IN ANY WAY. .si': :)• r�,Y 4y.Y•,f. +F'�y•�.• .s, .y ,. !.>>.iY;.o•;',Y.U:s{. 1 s 1 i ?y"K i L:y%:�' r1.: 'r' `'4 L':' v:fi,)�• :�i 'Y' :b.ti: ?G•\:?a. i.4'.1'=' T•'•:Y�' 'y'/: :l• ?:. .,y+:::•',. •—"�';L4°,Y•'�i"'M•,.T'...�f.,.�.` . . :0✓, - S�Y;rlt:.�^ t•� .ti:' •`�•w-;r•.tr't � � — ' I I •;:: .,3 {"yam- ii.; ,. .`:oF i�: �i'"' ':.;�::;,•,'`,' .•;..'� :''' � ..G. =t>'-< ,.;'_ .<.,::.,.::=.;..y< � • �; " _t. T.O. GARAGE FLR. EL. 10.14 ; ��°`t` ��•� III I I I '� �Ir":z•;.:�� :. :',:,�•: rt•.u?: :•,'�i..)• •)• I I III EXIST. GROUND EL. 7.0 I I f' ` i` ' '` I I I II I EAST AND NORTH I I II II II III'II ELEVATIONS L I —— 11 _ — —— IJ —_ _ JL S tB;SIGNATURE" DATE:05-05-2024 B. FOOTING EL. 4.00 rl-I= - - - - -��- - --- - - - --- - - -- ------ - - --- - - - - ------- --- - - -- _ -- - --- -- - ' GEB `-`y..� •.:PROJECT#11631 f^�err.' DRAWN BY: DR NORTH ELEVATION CHECKED BY: SR SCALE:AS INDICATED 2 SCALE: 3/16"-1'-0" �;1� e ;-' f SHEET s'';; TA 4. 1 PAGE: 10 OF 18 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. OS 14 24 • � 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 _ I LAMINATED RIDGE BEAM 12 12 15D �15 t RAILING OVER 2X4 WALL WATERPROOFING UNDER DOOR �J 1i 3/4" PLYWOOD DECK s ROOF ASSEMBLY (R-54 1x6 WD. COMP. DECK jC4 SECOND FLOOR PART OF THE ENGINEER/,OR OMISSION N HIS/HER ROOF MIDPOINT EL. 39.50 ROOF ASSEMBLY (R-54): _ 3 4" PLYWOOD DECK LVL RIM JOIST No OVERSIGHT,ERROR,OR OMISSION ON THE 12 y ARCHITECTURAL ASPH. SHINGLES/ 26 GA. / REPRESENTATIVE SHALL LEGALIZE THE ARCHITECTURAL ASPH. SHINGLES/ 26 GA. 4� . . f / s CONQ-fL00R DECK EL. 23.00METAL ROOF METAL ROOF CONT. WATERPROOF . 22.65 O KEENE VIPER CDR VENT MATT MEMBRANE R 2X8 ACQ DECK J I T ERECTING,CONSTRUCTION,ALTERATION, KEENE VIPER CDR VENT MATT r.r> '` o O REMOVAL,USE,OR OCCUPANCY OF A BUILDING VAPOR BARRIER = o r °j ''`''`J'```` '' "`'` x" ��Y '�+ '�ti r" VAPOR BARRIER UNDERSIDE OF DOOR o z v t2 OR STRUCTURE THAT DOES NOT CONFORM TO I 9E '� 6 1/2" SIPS PANEL SEAMS TAPED BOTH SPRAY FOAM THE PROVISIONS OF THE BUILDING CODE AND 6 1/2" SIPS PANEL SEAMS TAPED BOTH r'x T` K EE WALL :=�10 SIDES (R-24) 4" GUTTER THE BUILDING ZONE ORDINANCE. SIDES (R-24) n'r` 2 PLY 1 3/4" X 11 7/8" LAMINATED RIDGE BEAM s/ems �6� 2X10 ROOF JOISTS 1X8 AZEC FASCIA SOUND PROOFING INSULATION 2X10 ROOF JOISTS LVL BEAM 4X4 POST ;� �F,T, �' R-30 BATT ROXUL BATT INSULATION BOARD r_l1 7/8" TJI 360 ® 16" O.C. ANY DEVIATION FROM ANY STRUCTURAL CEIr,< \-r C TBEADED BAORD 2X8 ACQ LEDGER T.O. ATTIC FLR. EL. 33.00 R-30 BATT ROXUL BATT INSULATION ATTIC ly I ING COVER BOLTED TRHOUGH RIM MEMBERS AS INDICATED ON THESE PLANS SUCH -- - - 1.0.-P - - �\ CO R TIES ® 48" O.C. t 2X8 ACQ DECK JOISTS JOISTS 1/2" G•NV•B• \, AS HORS_TRIMMERS,1-BEAMS. ® 16" O.C. RIPPED I I5 PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., UPPER DECK ASSEMBLY: - /8" PUR SIPS BEAD BOARD CEIL. PANEL " (3) PLY 1 3/4" X 11 7/8" ML BEAM AT 1/4" PER FT. I I \-2" COMPOSITE WD CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, 2X8 ID.J. RIPPED (�1/8"/FT. o -0 8'-0" ;� TRIM HARDIE SIDING OVER STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, _ (2) 1 3/4"X14" LVL I® LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE 3/4" PLYWOOD DECK _ / \ 0 3/8" FANFOLD STRAPS 24" WATERPROOF MEMBRANE o `�' I BEAM (SPLICES OVER of � N o ANY PHYSICAL WORK. 1X4 FURRING STRIPS N ,� = I ) / I I O.C�.POVER TYVEK STUCCO ARCHITECT PRIOR T THE COMMENCEMENT OF COLUMNS ONLY W I I DECORATIVE BEAM WD. (COMPOSITE DECK ''' o0 0 0 �j o = 6, 1 2" AZEK TRIM _ / El I / T.O. PLATE EL. 27.0 ,� / CONTRACTOR SHALL CHECK AND VERIFY ALL a> = O O rn j _ / 3 o / 5 CT�rJ- I CONDITIONS AT THE CONSTRUCTION SITE 00 CD co Z = 6X6 WD. COLUMN W I I BEFORE BEGINNING ANY PHYSICAL WORK.HE / I ( SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO =N - ---- - N '^ BEDROOM 201 °O io WD. COMPOSIT TRIM THESE PLANS,SPECIFICATIONS AND ALL OTHER CLOS. 201A CLOSET 200A o in COVER I I INFORMATION INCLUDING GOVERNING CODES, T.O. SECOND FLR. EL. 23.•00 - - - _ - -------- ---- R HOME OMCE 205 I I LAWS,ORDINANCE,ZONING AND REGULATION EL. 2 .00 EL. 22.00 PORCH ASSEMBLY: (3) PLY 1 3/4" X 14" 11 7/8" TJI 360 ® 16" O.C. T.O. PLATE EL. 20.75 I I= THE CONTRACTOR SHALL VERIFY ALL i`; LVL BEAM EXISTING CONDITIONS&DIMENSIONS BEFORE (3) 2;X12 ACQ BEAM W/ N CLOSED CELL ® 14"h. TJI 360 ® 16'" O.C. CLOSED CELL INSUL. I I 1 i STARTING CONSTRUCTION&SHALL NOTIFY 1/2" COMPOSITE TRIM N JOIST ENDS (TYP.) ® JOIST ENDS (TYP.) N a� THE ENGINEER OF ANY AMBIGUITIES OR 6X6 MD. POST o� / \ z DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.IF ANY QUESTIONS ARISE BEFORE OR `j o ::1 o I I DURING CONSTRUCTION AS TO THE INTENT OR E= DETAILS OF THE DRAWINGS,THE CONTRACTOR co U_ SHALL CALL THE DESIGNER FOR CLARIFICATION a' o a '� I ��' I I AND/OR INSTRUCTIONS.IF THE CONTRACTOR WD. COOMPOSITE DECK BOA D \ / o z a FAILS TO FOLLOW THE ABOVE PROCEDURE HE 2X8 ACQ JOISTS ® 16"O.C. I \ o °o \ z SHALL ASSUME THE RESPONSIBILITY FOR THE (3) 2)X12 ACQ BEAM cn CONSEQUENCES OF HIS ACTIONS AND/OR PARLOR 110 CLO. 101A BEDROOM 105 UD '� I I I 2X8 ACQ LEDGER T.O. FIRST FLR. EL. 12.001 I 1 PORC 10 A ROOM 1 BOLTED TRHOUGH RIM DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE .{, VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY T.O. FOUND. WALL EL. 10_.75 _ `' ` JOISTS (3) PLY 1 3/4" X 14" GAR E 6 EL 10.10 2" 2L6. EPS INSUL. AT EXTERIOR 2X8 ACQ DECK JOISTS I I FIRST FLOOR CONTRACTOR. T.O. PIER EL. 10.00 2" POLYISO INTERIOR INSUL LVL BEAM = CLOSED CELL AT JOISTS ENDS \\/j�(2) LAYERS 2" r\\/j\\ ; , s = OF FOUNDATION WALL. STUCCO I WD COMPOSIT DECK EL. 12.00 = UNVENTED CRAWL \/i\XPs INSUL. �ii\i/ 'n FIN SH TO 6" BELOW GRADE THESE PLANS DO NOT RELIEVE THE *&///�\77m/��7 \ 0WALL W/ c�1 \�j\�j\jjj\j/\j�\j / / 2X12 ACQ RIM J01ST CONTRACTOR OR THEIR SUB-CONTRACTOR OF EXISTP�VERAGE //\\;/\\~\\//\\//\\//\\//\\\ \\//\ /�/\ X � WATERPROOF MEMBRANE SPACE 2" RAT SLAB OVER (2) \\�3" XPS INSUL. / \//\\//\\// // / i /\\//\\//\\//\\/l\\/\\//\\//\\//\\//\\//\\/\\//\\//\\//\\//\/ \ EXIST. AVERAGE WD. COMP. TRIM I I RESPONSIBILITY FOR FULL COMPLIANCE WITH / \ / / \ \ \ \ \ \ \ \ \ \ \ - THE CONTRACT REQUIREMENTS:FOR THE \\/\\\\\\\\\\ /\ /\/\/\/\/\/\/\ \/� 2 XPS EXTERIOR EL. 7.00 / \\\i\\\i\\\i\\\\\\\\/ \//\�//\�//\ / %\\///\�//\�//\�//\�//\�//\�//\/\\\\ /\ \ \\\\� o/\\;- GROUND EL. 7.5 /\/\/\/\/ /\ .. \ \ \ \ \ \ \ \ ////// ,//////// , \ /\/\/\/\ \/\/\/\/\/\/\/\/\/\/\ . r , \/ GROUND EL. 7.5 CORRECTNESS OF DIMENSIONS:CLEARANCES / / / / / xP••;. FILL / / / / / / / ,/ / / / / / / / / / / / / / / / / r \ \ \ \ \ \ \ , •'•' � .•. \/\/\%\/\/\/�/\/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ = AND MATERIAL QUANTITIES;FOR PROPER DESIGN \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\ \\\\\\\ \ \ \ r, &DETAIL;FOR FABRICATION AND CONSTRUCTION / / / / / / / / / / / / / / / / / // \/\/\/\/\/\/\/\/ \/\/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DOUBLE SILL PLATE 1178" TJI360 ® 16" O.C. /// \ \ \ \\\\\\\ / ///////// /////// //////////////////// ////// //////////////////////////////// / / / / / / / / / //////////i/////////////////////////////////// / �\ //�rj/////// // \\\\\\\\\l\\\\\\\\/\\\\\\\\\\\\\\\\\\\\l\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \/\/\/\/\/\/\/ \/\/\/\/\/\/\✓\/\�\�\/\/\/\/\/\/\/\/\�\/\/\�\/\ • •. WOOD STAIRS 3 2X12 ACQ BEAM TECHNIQUES;FOR PROPER COORDINATION WITH B.O. FT.. EL. 4.00 _ . .. \ \/\/\/\/\/\ \. /\ /\/\/\/\/\/\/\/\/� /\/\/\/\/\/\/\/\/\/\/\/\/\ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ \ \ \ \ \ \ \. '' . \\r\\r\\r\\i\\i\\jam\\r\\ \\r\\�\i1\r\\r\\r\\r\\,�\�\\/\ \ \ B.O. FT. EL. 4.00 O OTHER TRADES AND FOR PROVIDING ALL ° 2" XPS RIGID DEVICES REQUIRED FOR SAFE AND �•• SIMPSON ABWZ BASE INSULATION SPRAY FOAM AT JOIST ENDS SATISFACTORY CONSTRUCTION&OPERATIONS. r DET. 3 i ��� ° ` / X/ / ' DET. 4 / / \\ \\ 2" POLYISO IN �/T SECTION A- A I � • ° ( ) PRELIMINARY 2" RAT SLAB OVER 2 SCALE: 3 i'� =1 -O" /\ I /\\/\ •• MIL.EVAPORxPS B RRIERR 10 TAPED BID/ PERMIT o / //\//\//\// y TO TOP OF FOUND. WALL DRAWINGS oA of • C l FOUNDATION ft,, q44 BEFORE WATERPROOF MrFI4f6 N \��\\/\\/\\ 0 // ° DIAL 811 / 2" XPS RIGID/ PROPERTY � INFORMATION THE STATE OF NEW l \ \\/\\/\\/\ • • 10 ML •� ° \\ \\ \\ \\ SCTM YORK REQUIRES / LAMINATED RIDGE BEAM \ \ \ /\\ \ \\\\ �\ \/\ EXCAVATORS, / \ NOTIFICATION BY � / /� // / DISTR.:1000 ROOF ASSEMBLY (R-54 v / • ° ° • \ \ \ BLOCK 6 75 DESIGNERS OR ANY 1 \\ / / � \�/\�/\�/\� PERSON PREPARING TO 15 �15 ROOF ASSEMBLW (R-541: DISTURB THE EARTH'S LOT:3.3 SURFACE ANYWHERE IN ARCHITECTURAL ASPH. SHINGLES/ 26 GA. ARCHITECTURAL ASPH. SHINGLES/ 26 GA. ZONE:R-80 THE STATE. METAL ROOF METAL ROOF KEENE VIPER CDR VENT MATT ' s KEENE VIPER CIDR VENT MATT OWNER: VAPOR BARRIER 12 PORCH DECK DETAILS PCAL EXTERIOR WALL DETAIL 6 1/2" SIPS PANEL SEAMS TAPED BOTH I v a4 VAPOR BARRIER' 3 @LSCALE! STEPHEN&DANIELLA RAVN 6 1/2" SIPS PAANEL SEAMS TAPED BOTH SCALE: 1/2"=V-0" : 1/2"=1'-0" SIDES (R-24) o ' ' SIDES (R-24) 16 SAGAMORE ROAD EAST NORWICH,NY 2X10 ROOF JOISTS o o = r 11732 r` 2X10 ROOF JOISTS �\ R-30 BATT ROXUL BATT INSULATION / ^ R V' R-30 BATT ROXUL BATT INSULATION 631-885-1641 0 d ® 8" dravn@aelandsurveying.com 12 r 7 ,, 4X4 POST/E R. 4 C. S r x 10 T&G WOOD C LING M n, ARCHITECT: D, ,A• Arnc .r _ T.O. ATTIC FLR. EL. 33.0 I \ COLLAR TIES @ 48" O.C. 2X6 C.J. ® 16" D.C. - - - 3 \ 4" GONG. SLAB New Habitat Architecture & T.O. PLATE EL. 30.75 TYPICAL EXTERIOR WALL ASSEMBLY (R-411 2 \ 2 LAYERS 2" XPS RIGID GLASS TRANSOM II 3 PLY 1 /4" X HARDIE CEMENT SIDING (CLAPBOARD OR \\ INSULATION Design, p.c. 11 11 1E=1I I 11 7/8" . BEAM SHINGLES SEE ELEVATIONS) 1 MUD 10 MIL. VAPOR BARRIER 1171 Old Country Road suite 6 d I I I I ROOM 3/8" FANFOLD STRAPS 24" O.C. TAPED Plainview,NY 11803 % tel:631-393-2871 / I I o BATH. 201 TYVEK STUCCO WRAP 11 7/8" TJI 360 fax:516-822-2743 T.O. PLATE EL 27.0 o I 'o o I 6 5/8" PUR SIP (SEAMS TAPED BOTH SIDES 4 < ° newhabitatarch@gmail.com I z / \ i� _- (R-41) ° r • CLOSED CELL FOAM AT _ -CO o �� I I LAUNDR 1/2" G.W.B. APPLIED TO SIP PANEL INTERIOR • �� ° v �� ti JOISTS ENDS o \ / o II � � CDOSETI I HALL 200E GARAGE \/ \/ / / \� / / �\\/ H E OFFICE 205 BATH 2O36 200C o EL 23.00 0 - T_0. SECOND FLR. EL. 23.0 \/\/\ •, PECONIC RESIDENCE DOUBLE SILL PLATE T.O. GARAGE: FLR. EL. 22_0 / R. EL. 22.0 18 18 '9 T.O. PLATE EL. 22.00 ��/�// 2� CRAWL SPACE SITUATED AT " DUCT CHASE DUCT CHASE 17 T.O. PLATE EL. 20.75 _ - - (3) PLY 1 3/4" X 14" LVL BEAM I I � � / / / / / / / / 2" RMAX 'POLYISO INSULATION 625 WELLS ROAD PECONIC, NY 11958 22�-11" 1 HR. FIRE WALL ASSEMBLY: 75 MUD ROOM I I 14 I I 5�-6"15 TYPICAL EXTERIOR WALL ASSEMBLY (R-41): 2X6 STUDS ® 16" O.C. 13 105 13 I I 3" XPS RIGID INSULATION TOWN OF SOUTHOLD ROXUL 5 1 2" MIN. WOOL I I I I a HARDIE CEMENT SIDING (CLAPBOARD OR \ - 1 LAYER 5/8" TYPE 'X' EACH SIDE 11 / I I 10 I 1 / I I = En SHINGLES SEE ELEVATIONS) ° / FlLL 8" CONC. FOUNDATION WALL SUFFOLK COUNTY NY. 1 HR. IRE RESISTANT (EXPO :SURE i) = o a o I I a I 1 = o C I I o o = 3/8" FANFOLD STRAPS ® 24" O.C. •° \\/\\/\\/ \ . SCTM: DISTRICT 1000, SECTION 75, o = I 7 / I / o o -� ^ o TYVEK STUCCO WRAP 2" RAT SILAB W/ 8d NAILS I / oo / b 'a� I I I z I I �` _i n 6 5/8" PUR SIP (SEAMS TAPED BOTH SIDES \/\\/\ / /\ /\ /\ /\ /\ /\ / BLOCK 6, LOT 3.3 14" TJI 360 ® 16" O.C. - 3 / b / 5 I I s 00 I I (R-41) / • \\/\\/\\/\\ ROXUL 5 1/2" MINR. WOO)L BATT \ / 0 2) LAYERS 2" XPS RIGID GAL. STEEL HAT FURRING ICHAN. 3 \ CLOSETI 103A 20 RISERS®6 5/8" 3 z ~ LIVING ROOM 109 I I 1/2" G.W.B. APPLIED TO SIP PANEL INTERIOR ° //\ \ \ \ ° INSULATION © 16" O.C. GARAGE 106 I I # / / / / / / / / / / , BA . 103B 1s THE^os®„ ' / EL 12.0o I I PORCH I I T.O. FIRST FLR. EL. 12.00 ���\�/ • ' 1 LAYER 5 8" TYPE 'C G..W.B. o EL 12.00 THE GENERAL CONTRACTOR OR OWNER/CLIENT 2" XPS RIGID INSULATION CAN VIEW OR LOOK UP ANY NEW YORK STATE ~ -> ° BUILDING CODE REFERENCES OR SECTION 11 7 8" TJI 360 ® 16" O.C. T.O. FOUND. WALL EL. 10.75 \//�//� \//\/�\//\�/ // // /� / BACK FL 10.70 � v v v � - / NUMBERS EITHER MENTIONED ON THESE PLANS T.O. GARAGE- SLAB EL. 10.10 0 \/\\\/� \/�\/�\/\\\/ (3) PLY 1 3/4" X 14" VL BEAM (2) PLY 1 3/4" X \ \ \ \ \\ \\ \\ \\ //\// �//� N = 11 7/8" LVL BEAMI o ROUND EL. 9.00 \ \ ° \ OR NOT,CAN GO TO THE FOLLOWING WEB STIE: \ Y \\\\\\\\\r\\\\\\\\ _ 0 8" CONC. WALL I �. \ \ \ \ \ \ \ \ \ \ / / / / / / HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM / / //\ //\//\//\//\//\//\//\//\\//\// \//\//\//\//\////\//\//\//\/\ // \�/j�/j�/,FILL��/%/%/%/ 3" XPS INSUL EXTERIOR:• a = CRAWL SPACE � � L� 2" 2L6. EPS INSUL.Y/ \\ / \\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \/\\/\\/\\/\\�\\/\\/\\/\\/\\ \ \/ \/\\/\\/\/\\/\\/\\/\\/ 2" RAT SLAB OVER (2) c� \\%\\%\\%�'� Y \/\\/\\/\\/\\/\\/\� ° OF FOU14DATION WALL. Sr \\�\\�\\//\ / \\ \ \ \\//\\//\\//\\//\\//\\//\\/ ; 2" POLYISO INTERIOR LAYERS 2" XPS INSULATION •' EL. 7.00 //\//\//\/� I \\//\\//\\//\\//\\//\�/ -T.O. SLAB EL. 7.00 EDUCATION LAW ARTICLE 145 /// ////\/ \/ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�\\/\\/\\/\\/\\/ \/\//\//\//\//\//\//\/ e • PROFESSIONAL ENGINEERING&LAND FINISH TO 6" BELOW GRAD\\/\\/\\/\\/\\ // SURVEYING,SECTION 7209;IT IS A VIOLATION OF %\\\ ` ' \�\/\/\ THIS LAW FOR ANY PERSON,UNLESS HE IS \ \/\/ •/1./1�/G�/1L/�L!<L[.1L.//1�/L.1/�/1L/.LI.. 1..//1./!1/ �/1.�/lam/!. .�L/,�LI,�LG . .�le ���/lam .ir �LG�G�/�/1..�/l� ,�L/,�/1. ��/1.� . . .�LI.eLG�/�/1.�/l� . .�L/.�G✓�:��✓1.�/l.�.G�// �/���/ \ ACTING UNDER THE DIRECTION OF ALICENSED B.O. FT. EL. 4.0 \//�/\ - - _ _ _ _ _ _ _ _ _ \\/\\/\ _ B.O. FT. EL. 4.00 ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. 5 MUDROOM SLAB FOUNDATION DETAIL SCALE: 1/2"=1'-0" BUILDING SECTIONS & 2 SECTION B - B DET. 5 TYPICAL WALL SECTIONS SCALE: 3/16"=1'-0�� SiGr�,aT�RE DATE:05-05-2024 PROJECT#11631 !r J�. _z•� DRAWN BY: DR 11 CHECKED BY: SR s 11 SCALE:AS INDICATED t: SHEET ; . : _ A 5 . 0 d PAGE: 11 OF 18 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 CAP PLATE: PBS-405 CONVENTIONAL FLOOR DECK: PBS-304E-H SPF #2 TO CONVENTIONAL FLOOR DECK: SIP FLOOR DECK: PBS-802 BETTER TOP PBS-304E-H SIP ROOF: PBS-500 PLATE SIP FLOOR DECK: PBS-802 0.128 SIP ROOF: PBS-500 tOd BOX ) NAILS 12" O.C., NAILS PER U.N.O. 3/8"m SEALANT PER PBS-100S PBS-103 U.N.O. FULL WIDTH SPF#2 OR BETTER CAP PLATE USED FOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � INCREASED CAPACITY - - - - - - - - - - - - - - -RIDGE BEAM BEYOND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I� � 3/8"m SEALANT PER _ ROOF ASSEMBLY (R-54): PBS-103 ! OR II II ARCHITECTURAL ASPH. SHINGLES/ 26 GA. ! NO OVERSIGHT,ERROR,OR OMISSION ON THE WIDTH FULL METAL ROOF PART OF THE ENGINEER/ARCHITECT,OR HIS/HER I I I KEENE VIPER CDR VENT MATT NON-STRUCTURAL REPRESENTATIVE SHALL LEGALIZE THE / I I SPACER BOARD FOR VAPOR BARRIER WALL HEIGHT SEE PBS-400 FOR ERECTING,CONSTRUCTION,ALTERATION, ij II I 6 1/2" SIPS PANEL SEAMS TAPED BOTH ADJUSTMENT ONLY. SIP WALL FASTENING REMOVAL,USE,OR OCCUPANCY OF A BUILDING ELECTRICAL II I SIDES (R-24) CHASE SEE TO TOP PLATE OR STRUCTURE THAT DOES NOT CONFORM TO THE PROVISIONS OF THE BUILDING CODE AND •� % x X,:. • n\ ; 2X10 ROOF JOISTS �I ! PBS-107 THE BUILDING ZONE ORDINANCE. > (2) 2X10.� 48 O.C. % R-30 BATT ROXUL BATT INSULATION I, (i ANY DEVIATION FROM ANY STRUCTURAL I! I MEMBERS AS INDICATED ON THESE PLANS SUCH 3/8"0 SEALANT PER i I AS HORS TRIMMERS,1-BEAMS. T.O. FLR. EL. 33.00 ! PBS-103 I PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., !, ATII '2O6 — I CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, _ TOP PLATE STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, T.O. PLATE EL. 32.0 NAILS PER j LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE TYPICAL EXTERIOR WALL ASSEMBLY (R-41 PBS-loos 0 N.T.S. ARCHITECT PRIOR TO THE COMMENCEMENT OF CLOSED CELL ® U.N.O. I ANY PHYSICAL WORK. JOIST ENDS (TYP.) HARDIE CEMENT SIDING (CLAPBOARD OR CONTRACTOR SHALL CHECK AND VERIFY ALL SHINGLES SEE ELEVATIONS) CONDITIONS AT THE CONSTRUCTION SITE f 3/8" FANFOLD STRAPS ® 24" O.C. SPF #2 OR BEFORE BEGINNING ANY PHYSICAL WORK.HE TYVEK STUCCO WRAP BETTER 1'-9" 6 5/8" PUR SIP (SEAMS TAPED BOTH SIDES BOTTOM PLATE SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO (R-41) CONVENTIONAL FLOOR DECK: THESE PLANS,SPECIFICATIONS AND ALL OTHER 1 2" G.W.B. APPLIED TO SIP PANEL INTERIOR PBS-303 INFORMATION INCLUDING GOVERNING CODES, / SIP FLOOR DECK: PBS-802 LAWS,ORDINANCE,ZONING AND REGULATION FOUNDATION: PBS-300 OR h CLOSET 200A CLOSET 204A PBS-301 CLOSET 202A U 11 HALL 200 20— — ALL 20 T.O. SECOND FLR. EL. 23.0_O �_ SEE PBS-400 FOR THE CONTRACTOR SHALL VERIFY ALL is — — i. — — �� SIP FASTENING TO EXISTING CONDITIONS&DIMENSIONS BEFORE T.O. PLATE EL. 22.0 r ASSEMBLY IR &SHALL CHASE — — 3 SIP WALL PLATE DETAIL S THETENG ING N°EER OF ANY°AMB GUITIES°ORY 16 $ DISCREPANCIES BEFORE PROCEEDING WITH THE t13 . . . SPF #2 OR WORK. IF ANY QUESTIONS ARISE BEFORE OR tOd OR 0.131 , , R 2X DURING CONSTRUCTION AS TO THE INTENT OR 12 NAILS 12" O.C., PLATE U.N.O. DETAILS OF THE DRAWINGS,THE CONTRACTOR �� '< U.N.O. PER SHALL CALL THE DESIGNER FOR CLARIFICATION o y 10 PBS-103 AND/OR INSTRUCTIONS.IF THE CONTRACTOR b s -------- ----------- -------_—_--_--_—_- FAILS TO FOLLOW THE ABOVE PROCEDURE HE i s e e BEARING REQUIRED SHALL ASSUME THE RESPONSIBILITY FOR THE 4 BELOW ENTIRE WIDTH DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE SUB-FLOOR CONSEQUENCES F HIS ACTIONS AND/OR SCREENED � of SIP AND 2x OVER FLOOR u ® 2 ❑ ' PORCH 100C BOTTOM PLATE. ! ! JOISTS VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY 2" XPS INSUL. AT EXTERIOR OF OSET 1 A W.C. CLOSET 101 A ' EL 1200 MECHANICAL 104E KITCHEN 107 %< EL. 11.70ONTRACTOR. FOUNDATION WALL. STUCCO FINISHF — — T.O.TOFIRST FLR. EIL. 12.00 TO 6" BELOW GRADE i` SEE PBS-304 THESE PLANS DO NOT RELIEVE THE T.O. FOUND. WALL EL. 10.75 OPTIONS FOR SIP 2" P(OLYISO INTERIOR INSUL 11 7/8" TJI 360 ® 16" O.C. SPRAY FOAM AT JOISTS ENDS _ ASSEMBLY CONTRACTOR OR THEIR SUB-CONTRACTOR OF 71 N \/j/ 8" C(ONC. WALL W/ ROXUL BATT INSUL. R-30 & N N I I \\ T.O. PIER E:L. 10.00 R THE E POCONTRACT REQUIREMENTS:MPL FOR THE H WATERPROOF MEMBRANE STAPLED FANFOLD R-1 I I \ CORRECTNESS OF DIMENSIONS;CLEARANCES 2" XfPS EXTERIOR CRAWL SPACE 2" RAT sLa6 OVER (2) _ \ — _ EXIST. AVERAGE BOTTOM PLATE &DDETIAILEFOR FQABRNCATION FOR PROPER DESIGN CONSTRUCTION ' \�\ \ \. \� ROUND EL. 7.5 v v v v v v v .• ' v v v v\v\�\v\v /////// / / / / / // /////// /// / /' N.T.S. TECHNIQUES;FOR PROPER COORDINATION WITH \�\/ .• /\\/\\/\\/;\/\\j\\j\j\\/\\/\\j\\j\/\\/\\/\\\j\j \\j\\/\\/\/\\/\\/\\/\\/\\/\\/\/\\/ \\j\\j\/\\/\\j\\j\\�\/\\/\\�\j\//\//\//\//\ \\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ OTHER TRADES AND FOR PROVI DING ALL �\//\//\//\//\ /� �\//\/ /ice/T \\j /1/.v.li.�li�.L%.Lnit.L�/�/t✓�1i�L,11.11�Lv/1/tli�li�l/.11 li�i`LLi.11.1U Lt� .,_/t,1i�Li,111t.1�//1✓vli�li�L.1111 L�,/�/�/vli — — — — — — •j//\//\//\//\//\�/\/ DEVICES REQUIRED FOR SAFE AND _ _ \\�\\�\\�\\�\\/ _ B.O. FT. EL. 4.00_� SATISFACTORY CONSTRUCTION&OPERATIONS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - — C� A: CONVENTIONAL FLOOR SYSTEM CONVENTIONAL FLOOR SYSTEM SEE PBS-303� SECTION C- C _ SUB-FLOOR OVER FLOOR PRELIMINARY JOISTS SUB-FLOOR , 1 SCALE: 3/16"=1'-0" I D/ PERMIT °os�sFL°oR DIRAWINGS — O Cq<< BEFOR�y PROPERTY DIAL 811 INFORMATION THE STATE OF NEW I-- SCTM YORK REQUIRES SIMPSON A35 NOTIFICATION BY " OR LTP4 DISTR.:1000 EXCAVATORS, REQUIRED PER OR LTPN A35 SECTION:75 DESIGNERS OR ANY OR LTP4 ENGINEER REQUIRED PER BLOCK:6 PERSON PREPARING TO • - ENGINEER DISTURB THE EARTH'S _ LOT:3.3 SURFACE ANYWHERE IN ZONE:R-80 THE STATE. BOTTOM PLATE FLR. BOTTOM PLATE FLR. OWNER: @-N.T.S.JOISTSTOCONCRETE JOISTS TO WALL STEPHEN&DANIELLARAVNDEC. CUPO T.O. GARG. RIDGE EL. 38.2516 SAGAMORE ROAD EAST NORWICH, NY 32 __..� ; � N.T.S. - - t _ � � a I' ki I' ' 1 li V n. -I s �9f - ' -tt.-7 ''r' ° faV a an SUN Om E 1 i .:F:k �.. r I.: -t-�( T d n a I d �I c I .. .-L i e, F-'d_ 1 t th J �yv '� _ 1 i_-,- t t ➢ ! _1 „N i-T rT .1, T @ eying.c OPTION A OPTION B ARCHITECT: i tLl ` - ' e T d�i 1 a I SIP SCREWS PER COLLAR TIES ® 48" O.C.�ILGA�AGE _RO - New Habitat Architecture & /PBS-100D F ; ,->'-• ROOF ASSEMBLY R 54 ARCHITECTURAL ASPH. SHINGLES/ 26 GA. Design, .c. T.O. PLATE EL. 31.0 1 R 2x6 CEIL JOISTS 16" O.C. i METAL ROOF SIP SCREWS PER SIP SCREWS PER 1171 Old Country Road suite 6 T' 1 �`" KEENE VIPER CDR VENT MATT—. _'+ Plainview,NY 11803 ' 18 F VAPOR BARRIER tel:631 -393-2871 - -_ , 5-2 17-10 , -- -_,-'-r-.---- ENGINEER ENGINEER TYPICAL EXTERIOR WALL MSSEMBLY R-41 : T, k _ x I'-T`_.)I 6 1/2" SIPS PANEL SEAMS TAPED BOTH fax:516-822-2743 ulI i t r 1 �. r, g.LF_,+...1_.,. SIDES (R-24) newhabitatarch@gmail.com HARDIE CEMENT SIDING ((CLAPBOARD OR " - �"`" __ __ 1Ai_,. _.;..�_,a_i, 2X10 ROOF JOISTS 3 R-30 BATT ROXUL BATT INSULATION SHINGLES SEE ELEVATIONS) o = CD 3/8" FANFOLD STRAPS @) 24" O.C. o TYVEK STUCCO WRAP 6 5/8" PUR SIP (SEAMS TAPED BOTH SIDES ^ o SEALANT PER PECONIC RESIDENCE (R-41) 1/2" G.W.B. APPLIED TO SIP PANEL INTERIOR HALL 205E — TJIs 2ND. FLOOR EL. 23.0— PBS PBS & NAILING SITUATED AT PER PBS-t00D U.N.O. 12 :r EL.22.0 �_ �— �— t2 6 _ T.O. LOFT FLR. EL. 22.0 JOIST HANGER 625 WELLS ROAD PECONIC, NY 11958 T.O. PLATE EL. 21.0 _ 3 1 2" X 11 7/8" ML. BEAM— — — — — — T.O. PLATE EL. 21.0 1 LEDGER PER TOWN OF SOUTHOLD / ENGINEER LEDGER PER ENGINEER SUFFOLK COUNTY NY. 3 L CANTIL. I >-7„ SIP TAPE PER AWNING ROOF ASSEMBLY: PBS-105 SCTM: DISTRICT 1000, SECTION 75, METAL ROOF co I I \ _ BLOCK 6, LOT 3.3 3/8" OSB SHEATHING 1 2X6 R.J. AND 2X4 C.J. �o I� To GAGE � SIPS LEDGER DETAILS BEADED BOARD SOFFIT CLOSET o CLOSET (2) 2X8 BEAM ATTACHED TO SIPS 00 100A 100B 00 (DN—.T.S. THE GENERAL CONTRACTOR OR OWNER/CLIENT W/ SIMPSON HHUS28-:2CAN VIEW OR LOOK UP ANY NEW YORK STATE MUDROOM 10 / BUILDING CODE REFERENCES OR SECTION EL. 12.o0 _ T.O. FIRST FLR. EL. 12.0 NUMBERS EITHER MENTIONED ON THESE PLANS PROP. GROUND �"• OR NOT,CAN GO TO THE FOLLOWING WEB STIE: HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM EL. '10.0 w 4'-0" //i\/i\/i\/i\ /i \ \ \/\/\// •, /\\/\\/\\/\\/\\/\\/\\/\\\\/\\/\ XPS INSUL. /\\/\\/\\/\\�\\\\ EDUCATION LAW ARTICLE 145 \i/\`i/\\i/\\i/\�i, \ // iiiiiiii/\�i FILL\i�i��i��i��i���\Yi�iii ; // PROFESSIONAL ENGINEERING&LAND \��\�\\�j\�j\�j� /j\ ; / / /%//%// / / / �/ / / ��// ��//%// / %//%//% i� \// o SURVEYING,SECTION 7209;IT IS A VIOLATION OF XPS INSUL \%\�\%\%\\%\\%\\%\\%\\%\\%\\%\�3" XPS INSUL. \% �, �� '' `� EXIST. GROUND EL_7.0 THIS LAW FOR ANY PERSON,UNLESS HE IS \ \//\//\/�\//\//\//\//\//\//\//\/ ACTING UNDER THE DIRECTION OF A LICENSED j\\%/ �/j\�/ / /�\\�/j�/j\\�/ //\/\\//\//\\//\\//\\//\\//\\//\\//\\//\� TTT ENGINEER OR LAND SURVEYOR,TO ALTER AN % ITEM IN ANY WAY. ./ice//�\/��/ // ���\\i\\v\��i���\\\L�\\.�\\v\\�\���i\\./�����1��\�\\���\� \ '• \\\.1��/�\/\\ ,\////\\//\\//\\//\\/�///\\//\\//\\// cma B.O. FT. EL. 4.0 , BUILDING SECTIONS/ SECTION D- D PLUMBING RISER 2 EAL&;SIGNATURE DATE:05-05-2024 SCALE: 3/16"=1'-0" _ PROJECT#11631 DRAWN BY:DR CHECKED BY:SR rw, } SCALE:AS INDICATED . / i/ SHEET A5 . 1 --•="' PAGE:12 OF 18 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O.S. ON 07/09/24 07730724 C A6 1/8" STEEL PLATE (BOTH 7 SIDES) BOLTED THROUGH �J 4A WITH 5/8" BOLTS D A6 E 40'-0" 10'-0" 1 1 3/4"X11 7/8" M.L. (OR NO OVERSIGHT,ERROR,OR OMISSION ON THE 12'-10" 27'-2" 10'-0" 1 3/4"X14". SEE PLANS) I 112" I PART OF THE ENGINEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE " ( CONSTRUCTION, IL 1 I I REMOVAL,USE,OR OCCUPANCY OF A BUILDING T.P. 10.00 AN. GRADE EL. 7.50 1 r7 1 I 1 I 1 op I OR STRUCTURE THAT DOES NOT CONFORM TO 1 0 3) 2X12 ACQ BEAM �y B.F. 4.0Oy THE PROVISIONS OF THE BUILDING CODE AND THE BUILDING ZONE ORDINANCE. 1 N _ _ c - 1 ANY DEVIATION FROM ANY STRUCTURAL 1/4" STEEL PLATE BOLTED I I MEMBERS AS INDICATED ON THESE PLANS SUCH T.W. 10. 9' 0" 9'-0" 9'-0" 9'-0" _ B.W. 4. I THROUGH LAMINATED WD. oo I I FLITCH PLATE BEAM AS HORS_TRIMMERS,1-BEAMS. FT 1 p ¢ v PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, 1 co o WOOD COLUM AS PER GRADE EL 7.00 ¢ ® I I PLANS STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, _ v v o " LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE 3' 1O" La Flu i I I I 5 ARCHITECT PRIOR TO THE COMMENCEMENT OF z o o I I ANY PHYSICAL WORK. 2 >o� FLITCH PLATE BEAM DETAIL FLITCH PLATE BEAM CONTRACTOR LC CONSTRUCTION SITE I 0 " P " ALL I.:'o� I I T.P. 0.00 CONDITIONS AT THE CONSTRUCTION SITE 4-0 5-3 � BF � N.T.S. SPLICE DETAIL BEFORE BEGINNING ANY PHYSICAL WORK.HE OPENING I N.T.S. SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO 1 (3)ACQ 2x8 P CH B A I THESE PLANS,SPECIFICATIONS AND ALL OTHER - . �� INFORMATION INCLUDING GOVERNING CODES, 1 I • • I ° 'O° °' • y LAWS,ORDINANCE,ZONING AND REGULATION 1 STEEL LINTEL TL 4-75 0 1 v B.W 4.75 TOP OF DOUBLE SILL B.W. 4.75 B.F. 4.00 q THE CONTRACTOR SHALL VERIFY ALL CRAWL SPACE PLATE EL 11.00 o� I ACCESS EXISTING CONDITIONS&DIMENSIONS BEFORE .. " I _ = STARTING CONSTRUCTION&SHALL NOTIFY FlN. GRADE EL 7.50 2 I W i 2x8 ACACID@16" C. I THE ENGINEER OF ANY AMBIGUITIES OR I m I DISCREPANCIES BEFORE PROCEEDING WITH THE v= WORK.IF ANY QUESTIONS ARISE BEFORE OR I 24'-O" 9'-0" V p DURING CONSTRUCTION AS TO THE INTENT OR 0 t/ i �' •_ o I I o DETAILS OF THE DRAWINGS,THE CONTRACTOR I Y � = i� o I I M SHALL CALL THE DESIGNER FOR CLARIFICATION I m is I I is of AND/OR INSTRUCTIONS.IF THE CONTRACTOR AN. GRADE EL 7.50 T W 10.7 11 7/8" TJI 360 @ 16" O.C. - 2 11 7/8" TJI 360 @ 16" O.C. 2- " '-0" FAILS TO FOLLOW THE ABOVE PROCEDURE HE B.F. 4'OO -B W- - X p m W SHALL ASSUME THE RESPONSIBILITY FOR THE • ° ° �• I J _ 1 ¢ CONSEQUENCES OF HIS ACTIONS AND/OR `0 a C� c> DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE N a ' " ' " ¢ Q, ¢19-1 19-7 1 VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY B.W. 4.75 z w I N N I i CONTRACTOR. aLo 4'-0" T.W. 12.0 T.P. 10.75 T.P. 10.7 M THESE PLANS DO NOT RELIEVE THE C.Dz .W. 4.75 B.P. 6.50 B.P. 6.50 . 2- = I I CONTRACTOR OR THEIR SUB-CONTRACTOR OF - - • I - • B.F. 5.50 � I B.F. 5.50 I � I C RESPONSIBILITY FOR FULL COMPLIANCE WITH THE CONTRACT REQUIREMENTS:FOR THE CORRECTNESS OF DIMENSIONS;CLEARANCES B.F. 4.00 9'-5" 9'-9 19'-10" S-8" ~ AND MATERIAL QUANTITIES;FOR PROPER DESIGN 1 &DETAIL;FOR FABRICATION AND CONSTRUCTION ° TECHNIQUES;FOR PROPER COORDINATION WITH 2" " 11 7 8" TA 360 @ 16" O.C. 42'-8" I I I = OTHER TRADES AND FOR PROVIDING ALL CD mv o DEVICES REQUIRED FOR SAFE AND AM p < m I I I SATISFACTORY CONSTRUCTION&OPERATIONS. ° " FILL a -� N m CRAWL SPACE 1 7 8" 1 5'-5r " / 1 w C3 = 110 210 016 O T.W. 12.00 SLAB ABOVE a l / o I �' O.C. " 'b o o B.W. 4.75 T.S. 12.00 3 I Z = � T.S. EL. 7 00 I Flu- m o N I C.H. 4'-0 PRELIMINARY M SLAB ABOVE "S-9" = X U = 2 11 7/8" TJI 360 @ 16" O.C. x ( BID/ PERMIT PROVIDE ADDITIONAL N M BEAM = o ~" C9 = M STRUCTURAL SUPPORT X " x FLUbH WIHI `� DRAWINGS T T.S. 10.00 N ¢ M T.W. 10. _ A FOR HEAT PUMP ABOVE "' M aJ I B.W. 4.75 '� A cq y0� N J CC RE A6 W A5 BEF0 9'-5" 9'-9" M 00 T.P. 10.75 °O • N PROPERTY DIAL 811 _ �' I INFORMATION B.P. 6.50 � 11°•I • _ _ _ _ THE STATE OF NEW B.F. 5.50 �/2" X 11 8" ML. BE I •" `V D SCTM YO IF REQUIRES �n �J T.P. 1 •00 NOTIFICATION BY DISTR.: 1000 _ B.F. 4 I I EXCAVATORS, 3 3 " ® 14'-5" 4'-9" 19'-7" 2 " " SECTION:75 DESIGNERS OR ANY m 3_9 ¢ 71 9-5 I I BLOCK:6 PERSON PREPARING TO DISTURB THE EARTH'S 000 ^ m ° = a � � I.-. LOT:3.3 SURFACE ANYWHERE IN BI = �= B ZONE:R-80 THE STATE. 11 7/8" TA 210 @ 16" O.C. 11 7/8" TJI 2101 11 7/8" TJI 360 @ 16" O.C. _ A5 Tw. 12.00 @ 1s" O.C. _ _ W = vjl OWNER: _ x = I o I I a o STEPHEN&DANIELLA RAVN o • N • N is a' 1 I '3 � 16 SAGAMORE ROAD EAST NORWICH,NY o x Z M 3 1/2" X 11 7/8" MIL BEAM � ¢ I I o �' 11732 "' • m Ej 631-88 -1 andsurve dravn@aelandsurveying.com 9.50 = T.W. 9.50 B.F. 4.00 19-1 Q 2x8 ACQ @16" .C. 1 X o @ y g.com L - .75 B.W. 4.75 o • ° . . IV/b T.W. 1 .75 vWi I cn ° 1 CD ARCHITECT: z PW -7� = I o TOP OF DOUBLE SILL i B. ' .75 PLATE @ EL 11.00 New Habitat Architecture & 1'-9" 9'-6" 1'-6" 9'-6" 11' -0 9'-0" 1 T.W. 10.75 ,. 11 Liz i FlN. GRADE EL 10.00 j co 11 7/8" TJI 360 @ 16" O.C. I� ,d � . . 3 ACID 2x8 P CH B A 4. I 1 Design, p.c. I L W' `�' x8 ACQ_I F GER 011IGH RIM .1DIST o 1171 Old Country Road suite 6 FlN. GRADE EL11803 0.20 "' ' " a' Plainview, 93 2871 tel:631 -393-2871 Cl- 2 0 0l fax:516-822-2743 2- " TOP OF DOUBLE SILL' l =I R? 20-0 = _ PLATE @ EL 11.00 T.W. 10.75 I `D `i 27'-9" "' newhabitatarch@gmail.com 11 W. 1 4.75 - `o T.W. 10.0 . 1 � B.F. 4.00 481. .00 PECONIC I PECONIC RESIDENCE 19'-4" I 30'-0" FIN. GR DE EL 10.00 SITUATED AT 1 625 WELLS ROAD PECONIC, NY 11958 i I 1co FIN. GRADE EL 11.00 I I N TOWN OF SOUTHOLD <DD6 I DI o I I SUFFOLK COUNTY NY. 1 C I SCTM: DISTRICT 1000, SECTION 75, 25'-0" 9'-0" 20'-0" " 20-0 10-0 BLOCK 6, LOT 3.3 1 1 B.F. 6.10 THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE 1 , " BUILDING CODE REFERENCES OR SECTION 83-O NUMBERS EITHER MENTIONED ON THESE PLANS 15 15-9 3-O OR NOT,CAN GO TO THE FOLLOWING WEB STIE: HTTP://PU BLICECODES.CYBERREGS.COM/ST/NY/STIINDEX.HI M 2 3 4 FIN. GRADE EL 10.50 5 EDUCATION LAW ARTICLE 145 1 PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY. FIRST FLOOR FRAMING PLAN SEAL..&-SIC FIRST FLOOR FRAMING PLAN - { ATURE DATE:05-05-2024 PROJECT#11631 SCALE: 3/16"=1'-0" ; DRAWN BY:DR CHECKED BY:SR SCALE:AS INDICATED 1 I SHEET A6 . 0 PAGE:13 OF 18 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 C )A6 e � A6 3 4A 5 6 SIP PANEL 1ST I � / 40'-0" 1(0'-0" FLOOR TOP PLATE / SIP PANEL 2ND FLOOR NO OVERSIGHT,ERROR,OR OMISSION ON THE AT MUDROOM I AT BEDROOM 203 TOP PART OF THE ENGINEER/ARCHITECT,OR HIS/HER 37'-3" EL.22.00 / PLATE EL.22.00 REPRESENTATIVE SHALL LEGALIZE THE ERECTING,CONSTRUCTION,ALTERATION, , » 1 » R/M F REMOVAL,USE,OR OCCUPANCY OF A BUILDING 7'-7* 904 -9 9-9» 9 -$ 6 a / <O OR STRUCTURE THAT DOES NOT CONFORM TO -- - -, - - -- FIN. GRADE EL 7.50 S���\\ ST �J� // O O� �0� THE PROVISIONS BUILDINNG ZONE ORDINANCE. AND --- - - - -- - ------- - -1 � A ArF\\ � �ti sTs \ (3) 2X12 ACQ" BEAM ANY DEVIATION FROM ANY STRUCTURAL 1 / 6X6 WD. A A 22 \ / �F. MEMBERS AS INDICATED ON THESE PLANS SUCH 1 6X6 P1B. SPLICES OVER POSTS ONLY EL P00 I POST (TY�.}.\�� ( 1 ) \Q // Co I POST (TYP.) ��F< OO \ �P�P P���, PARALLAMS M CRAS HORS-OLAMSTRIMMETRUSSES TRUSSES, JSTS., �CY 2 j m �2 = Q CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, \8 A PORCH o o I ��/ CD to 41 STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, „ 2 ¢ m a to T LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE (7) 7 RISERS 3 `v I I °a \ 1 FQC io I / o ✓� F ARCHITECT PRIOR TO THE COMMENCEMENT OF 1 ( ) " I I x i \ EL 11.70 �_ ® // ¢ low 1 �00 PROVIDE TOP FLANGE 5 11 TREADS N \ R ANY PHYSICAL WORK. + I N N a v HANGER FOR HEADER 2 I 5 ( I� -0» v '/ 1 N = 1 0/STS CONTRACTOR SHALL CHECK AND VERIFY ALL 1 m a CONDITIONS AT THE CONSTRUCTION SITE EL 11.00 s I \Y N I vv I BEFORE BEGINNING ANY PHYSICAL WORK.HE I SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO 1 4'-$" 1• EL 11.70 1 5'-1" 13'-9" I THESE PLANS,SPECIFICATIONS AND ALL OTHER 1 (2) LVL 1 3/4" X 7 1/4" BEAM I INFORMATION INCLUDING GOVERNING CODES, - 0 LAWS,ORDINANCE,ZONING AND REGULATION TOP OF SILL PLATE EL. 22.00 TOP OF SILL PLATE EL. 22.00 `� I �V) '� BEAM SU PORTED BY o N I of W ���PO THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS&DIMENSIONS BEFORE o NOTCH A SIPS N I Q� STARTING CONSTRUCTION&SHALL NOTIFY FIN. GRADE EL 7.50 N CV = PORCH 2ND FLOOR CORNER DETAIL Up J I DINING ROOM W 1006 1 ^ AT MUDROOM LI�L THE ENGINEER OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH THE FIN. GRADE EL 7.00 1 ``' I \w 108 EL 11.70 I`"� N.T.S. 1 WORK.IF ANY QUESTIONS ARISE BEFORE OR 9'-D" " " KITCHEN v m C.H. 10-0 I DURING CONSTRUCTION AS TO THE INTENT OR e. 11 7/8 TJI 360 @ 16 O.C. EL 1200 a I DETAILS OF THE DRAWINGS,THE CONTRACTOR 0 3 0 --'t o 0 1 o r`ni SHALL CALL THE DESIGNER FOR CLARIFICATION 1 p , „ , N I „ 1 " I p i „ EL 12.00 �, o <„ I I I , 4-11 3-1 2-5 3-1 2-5 3-1 5-0 ` N C.H. 10'-0" � = 1 i �' s p o ca in » in w A FAILS OTOIFOLLOW TIHHE ABOVE PROCEDURE ONS.IF THE HE -� 9 -6 I SHALL ASSUME THE RESPONSIBILITY FOR THE LIJ o I o 11 7/8" TJI 360 @ 16" O.C. " I DECIOS ONSQ ALL DIMENSIONS ONS ARES OF HIS NS&MUST BE � OVER BEAM Uj TOP OF SILL PLATE EL. 20.75 EL 10.70 LO PORCH M = 2x8 C.J. @16C.C. i VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY ^ o o = l0OD NOTCH AT SIPS FOR 19'-6• W o ;� DECK ABOVE to CONTRACTOR. W N m �i EL 11.50 BEAM SUPPORT w w ® 'n C.H. 9'-0• " cn = O 1/8" STEEL PLATE (BOTH 9-A 9-1O 19-$ N THESE PLANS DO NOT RELIEVE THE c 1 » , n n ca I Io SIDES) BOLTED THROUGH CONTRACTOR OR THEIR SUB-CONTRACTOR OF 22-11 4- 3-1 -7 SIMPSON -- 1 WITH 5/8" BOLTS J HANGER 4X6 POS 107A 6X6 POS `� I� RESPONSIBILITY FOR FULL COMPLIANCE WITH a - THE CONTRACT REQUIREMENTS:FOR THE � CLOSET W 3 1 2" X 11 7/8" ML. AM (FLUSH °`1' 1 1 3/4"X11 7/8" M.L. (OR 1 1" 1 CORRECTNESS OF DIMENSIONS;CLEARANCES 105E o " 3-9 6X6 WD• " AND MATERIAL QUANTITIES;FOR PROPER DESIGN 1 3/4"X14". SEE PLANS) 112 ^ C- 17-11 = a" I I &DETAIL;FOR FABRICATION AND CONSTRUCTION � EL 1200 POST (TYP.) o a - _ \¢ 2. PE G. I I TECHNIQUES;FOR PROPER COORDINATION WITH MECH. ` N m LIVING ROOM m " 6 r0 C I I ��� OTHER TRADES AND FOR PROVIDING ALL W I W -' J 1 105C A `-' _ I � I I = I DEVICES REQUIRED FOR SAFE AND GARAGE 171 m=1 UDR OM EL 12 00» 3 0 109 I W i+h I I I r� I I I I I I SATISFACTORY CONSTRUCTION&OPERATIONS. - 105 C.H. s-o I I J EL 12.00 w p- �`' _ C.H. 10'-0 z 5 6 1 I I I I 8 8 cn cn m ¢ a ' 106 _ 16 ^ EL 12. 0 1 o o cn _ m - t5 C.H. 9' 0' 11 7/8' TJI 360 @ 16 O.C. m W W < Z �, �I EL 10.10 » - ,< I Z ,< 'r' _ ; «� o 1 0 �- C.H. 11-0 z „ z FLUSH W BEAM » N o _� o I 1 I W 1 I 1/4" STEEL PLATE BOLTED I I PRELIMINARY r) O - - c i a - J e ^ o W _j ^ a �� `D °`1 `� THROUGH LAMINATED WD. oo I I FLITCH PLATE BEAM CL C' \ W I BID/ PERMIT 05A� �, 3 BATHROOM a N M W W N p x N o f N A w W EL 12 0 10 103B CLOSET x I 7 I M Z 11 7/8 TJI 360 @ 16 O.C. N =I z I 1 POAN COLUM AS PER DRAWINGS 0 4 Z O.. 11 Z -V1 V) 1 J m 3 _ _ 10 X4 Y. .W EL 12.00 103A N I ° M 12 I _ DEC I ZK A "" Cq<< BEFORE�O A6 m C.H. 9'-0• 5 4 3 2 1 ^� A5 `D \ OST EL t2.o0 (PERGOLA AB z -- I x C.H. 9'-0' "' p PROPERTY 14" TJI 360 @ 16" O.C. .< -- e I �' _' I FLITCH PLATE BEAM DETAIL FLITCH PLATE BEAty" DIAL 811 cn -- 7 I cmny 6x6 POST 3 1 2" X 11 7 " ML. BEA U H 6X6 PO "i' N.T.S. INFORMATION N - _ s co _ _ _ K„ X6 WD. POT (TYP.) - D SPLICE DETAIL THE YORKREQUIRES 5 ¢ A '_$" 4X6 P ST " '_ » 4'-O N N.T.S. DISTSCTR.: NOTIFICATION BY C149-10 19 $ I I 11,., o DISTR.:1000 EXCAVATORS, ` EL 12.00 w 11 7/8" TJI N I I � SECTION:75 DESIGNERS OR ANY ,n 3 - _ o° 210 @ 16 O. p BLOCK:6 PERSON PREPARING TO r` 2 ro _j o = 2X8 C.J. @16 O C. I= SURFACE ANYWHERE N C� DISTURB THE EARTH'S u I � � PARLOR N ^ ^ LOT:3.3 `" 1 ao " " I ¢ �1 DECK ABOVE B 11 7/8 TJI 210 @ 16 O.C. ` CLOSET I m 102 � 9.35 rB 2 $ F.J. m m ZONE:R-80 THE STATE. w Gr 6 O.C. FLUSH W BEAM I 101 A a OWNER: A5 g EL 12Q0 . 0 00YER CELL 12.90 o» Q 1 A5 C3 J x = C.H. 10-0 U N EL 12 o 0 1 o STEPHEN&DANIELLA RAVN N _ oC.H. 10-0' _j 1 I I 16 SAGAMORE ROAD EAST NORWICH,NY ``1 � 11732 312" X1178" MLBEAM :� 2� _ " `�' "' M EL 10.10 O J L o o R12'�� o PORCH I I ai 631-85-1641 ¢ o o 1 PORCH FLUSH BEDROOM I �� C2 - 11 7 8" 360 @ 16" O.C. 0 100A o dravn@aelandsurveying.com z ALL HEADERS PER SIPS SHOP DWGS. (TYP.) o � ® 100E 104 a' M W W OVER BEA ~ C H.110 0" I o o EL 12.00 oN I ^ o 0 1 p oN ARCHITECT: C.H. 9-0 EL 11.50 N C.H. 10'-0' W.C. Cn 1 9-6 I � -6„ 9,_9„ V-6 9,-9„ ,-6 = W T BEAM SUPPORTED BY I i New Habitat Architecture & 11 7/8" TJI 360 @ 16" O.C. EL 12.00 NOTCH AT SIPS TOP OF SILL PLATE EL. 22.00 � N �' C.H. 9'-o• 1 p 1 FlN. GRADE EL 10.00 I JOVER BEAM "' 2'2x8 CJ - - - Design, .C. » » 1 » 1 1171 Old Country Road suite 6 1 I W 2 3 5-1 3-1 I 4-0 \ vv =o Plainview,NY 11803 FlN. GRADE EL 0.20 v' CLOSET = ��`j 1� \ o ���\ �„ to = tel:631-393-2871 w o JQ N o P2J I y I o fax:516 822 2743 00 newhabitatarch@gmail.com CD TOP OF SILL PLATE EL 22.00 _ / N EL 11.70 »ff ���t y (3) 2X12 A�Q BEAM \ C i 1 ` - _ - _ _ 1 C.H. 10'-0 - \ SPLICES OVER POSTS 0 LYL . - �, I - . -. - . 1 1 " ;� " - - -r - -- -- PECONIC RESIDENCE �(5 6� 11 -10 6X6 WD. 1 SITUATED AT 2x8 R.R. @16" O.C./ \ 2x8 R.R. @16" .0 I I POST (TYP.) 1 19'_4p I I 2x6 C.J. @16" O.C. I I 625 WELLS ROAD PECONIC, NY 11958 2x6 C.J. @16" O.C. \ FIN. BADE EL 11.00\ I 1 I I i }� / IN TOWN F SOUTHOLD 1 D A6 "V m C? \� 1 1 SUFFOLK COUNTY NY. 1 1 C A6 � _ \ 1 ^ 1 i SCTM: DISTRICT 1000, SECTION 75, PORTE OOODRE \ 1 I " I BLOCK 6, LOT 3.3 1 / 0 \ I 31/2 CONC. 1 / EL 11.00 CQ \ / C.H. 10•-0" N \ FILLED STEEL COL. N THE GENERAL CONTRACTOR OR OWNER/CAN V E OR OOK UP ANY NEW YORK STATE CLIENT BUILDING E REFERENCES OR SECTION 1 �2' I NUMBERS EITHOEDR MENTIONED ON THESE PLANS 1 20'-0" " 2" 15'-0" 2'-4" 20'-0" I OR NOT,CAN GO TO THE FOLLOWING WEB STIE: HTTP:/IPU BLICECODES.CYBERREGS.COM/ST/NY/ST/I NDEX.H I M 1 2 3 CID FIN. GRADE EL 10.50 5 6 EDUCATION LAW ARTICLE 145 PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. SECOND FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN _ I NATURE DATE:05-05-2024 SCALE: 3/16"=1'-0" r ` PROJECT#11631 DRAWN BY:DR t•.t _ _ f'�\` ;;i, CHECKED BY:SR SCALE:AS INDICATED SHEET PAGE: 14 OF 18 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. OS 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 C A6 )A6 3 5 6 / / SIP PANEL 2ND FLOOR AT BEDROOM 203,-TOP / PLATE EL.32.00 NO,0\�� //T✓� FAO OVERSIGHT, O N THE PART OF THEENGINEER/NEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE v0/S ERECTING,CONSTRUCTION,ALTERATION, TS REMOVAL,USE,OR OCCUPANCY OF A BUILDING 4 -O" I // p OR STRUCTURE THAT DOES NOT CONFORM TO 2�7 / SIP Q�O THE PROVISIONS OF THE BUILDING CODE AND ✓O�S� PANEL THE BUILDING ZONE ORDINANCE. ANY DEVIATION FROM ANY STRUCTURAL 2 SIP PANEL 2ND MEMBERS AS INDICATED ON THESE PLANS SUCH FLOOR TOP PLATE AS HORS_TRIMMERS,1-BEAMS. 1�-0" 1�-0 AT MUDROOM PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., 7'-0" 6'-1" _ 3'_1" k 1 _1" 3'_0" I EL.31.00 I ROVIDE CUTOUT AT CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, I oo �— ^ SIPS END FOR BEAM STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, T ISUPPORT LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE I � /� MIN. BEARING 1 1/2" ARCHITECT PRIOR TO THE COMMENCEMENT OF 21" TOP OF SILL PLATE EL. 32.0 SIPS 0 CH FOR BEAM SUPPORT TOP OF SILL PLATE EL 32.0 24 / ANY PHYSICAL WORK. o io / CONTRACTOR SHALL CHECK AND VERIFY ALL a N I CONDITIONS AT THE CONSTRUCTION SITE BEDROOM M "�BEDROOM I BEFORE BEGINNING ANY PHYSICAL WORK.HE 203 3 0 204 1 TJI FLOOR JOISTS SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO v N / THESE PLANS,SPECIFICATIONS AND ALL OTHER EL 23.00 o EL 23.00 3) PLY 1 1 DET. 2 I ( _ / ' INFORMATION INCLUDING GOVERNING CODES, o C.H. 9'-0" 1Z2 C.H. 9-0" a I 11 7/8' LVL BEAM M CLOSET ^ k o 2X6 C.J. @ 16" O.C. I _ BALCONY LAWS,ORDINANCE,ZONING AND REGULATION � c, 11 7/8' TJI 360 @ 16" O.C. ,� M � I i I 204E �i _ ( " w I 204A THE CONTRACTOR SHALL VERIFY ALL 8-° 8-1 8_° 9-0 �, EL 23.00 t W z a `') EL 22 75 EXISTING CONDITIONS&DIMENSIONS BEFORE " N I I ATTIC FLOOR CORNER DETAIL STARTING CONSTRUCTION&SHALL NOTIFY < C.H. 9'-0 THE ENGINEER OF ANY AMBIGUITIES OR N.T.S. DISCREPANCIES BEFORE PROCEEDING WITH THE o °O I WORK.IF ANY QUESTIONS ARISE BEFORE OR GABILE END r--: w DURING CONSTRUCTION AS TO THE INTENT OR I ALL HEADERS PER�SIPS SHOP DWGS. (TYP.) N BEAM SUPPORTED BY 38'-11" `� I DETAILS OF THE DRAWINGS,THE CONTRACTOR o „ - " " „ o � „ " T-) SHALL CALL THE DESIGNER FOR CLARIFICATION 1 2- 2- 13 9 5 9-9 6X6 WD. POST DETAIL 2 AND/OR INSTRUCTIONS.IF THE CONTRACTOR a — — — — — — — 2 FAILS TO FOLLOW THE ABOVE PROCEDURE HE a B N.T.S. SHALL ASSUME THE RESPONSIBILITY FOR THE U CONSEQUENCES OF HIS ACTIONS AND/OR TOP F PLATE EL. 31.0 g THROOM 4X6 POST HALLWAY SIPS KNOTCH FOR BEAM SUPPORT—� 18 III DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE o (2)2X10 R.R. ® 48" O.C. c.H.=s'-°" 036 LOSET UNDER POST ABOVE 200 M I VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY N L 23.00 203A C.H.23.00" ,2X6 C.J. @ 16" O.C. BATHROOM m = III I CONTRACTOR. H. 9'-0' EL 23 C. 9-0 7 EL 23.00 M1 I I I I THESE PLANS DO NOT RELIEVE THE 5" ¢ C.H. 9'-0' 11 7/8 JI 360 @ 16" O.C. O C.H. 9'-0" ``� I II CONTRACTOR OR THEIR SUB-CONTRACTOR OF I 22'-11" 3'-6" m 1 8" 6'-5" 11'-1" 3 m N 15'-7" °O 3' 9" I RESPONSIBILITY FOR FULL COMPLIANCE WITH cn I I 1/8" STEEL PLATE (BOTH THE CONTRACT REQUIREMENTS:FOR THE I J J e e O >� �-- O_ a SIDES) BOLTED THROUGH CORRECTNESS OF DIMENSIONS;CLEARANCES � ' x I I I I II WITH 5/8" BOLTS AND MATERIAL QUANTITIES;FOR PROPER DESIGN ¢ 3 1/2 11 7/8' LVL BEA ¢ CD M &DETAIL;FOR FABRICATION AND CONSTRUCTION Cl- w o w I II TECHNIQUES; OPER COORDINATION D WITH I OTHERTRADES AN FOR PROVIDING AL 1 3/4"Xll 7/8" M.L. (OR I 1" m HOME OFFICE o N ATH OOM °O W o "'IgA R00M� I II 1 3/4"X14". SEE PLANS) I 112" _ DEVICES REQUIRED FOR SAFE AND o e c.) �c> ^ �W _ ( SATISFACTORY CONSTRUCTION&OPERATIONS. N 205 x `� 202 CLOSET M co LAUNDRY 1 201 B I A EL 22 00 N ® J EL 2100 X 2OOC M w EL .00 VAULTED CEIL a w C.H. 9-0" = W EL 23 DD m 2OOB C.H. '-0" I A5 .00 Z v Z m C.H. 9'-0' 4x6 WD. PosT EL.2s.0o" I III A I I PRELIMINARY C.H.=8-0 V,, UNDER POST ABOVE I I ��� I A6 3 1/2p X 11 7 BID/ PERMIT 8 L BEAM " SIPS KNOTCH FOR BEAM SUPPORT " I �1 I DRAWINGS o N» 6X6 WD. 9_5 10-1 6X6 WD. OST 4 ° 1/4" STEEL PLATE BOLTED = A J THROUGH LAMINATED WD. eo (2)2X10 R.R. @ 48" O.C. ' 1 '-6" 19'-8" = I I FLITCH PLATE BEAM oq yo B O „ I ir) � � WOOD COLUM AS PER << EFRE IHALLWA N 2X6 C.J. @ 16 O.C. 7 n PLANS PROPERTY DIAL 811 055B2 EAM SUPPORTED BY 0 15'-0" CDI B 5 INFORMATION NOTCH AT SIPS o _. THE STATE OF NEW EL 22-0" BEDROOM -' LO M /• YORK REQUIRES C.H. 9'-0 = LOSET N = I I AL�ONY A5 SCTM NOTIFICATION BY 202 w __ o FLITCH PLATE BEAM DETAIL FLITCH PLATE BEAM DISTR.:1000 ' o TOP 0 SILL PLATE EL 31.00 I 200A I 201E EXCAVATORS, o EL 23.00EL ,00 -U..) I I I N.T.S. B N C.H. 9'-0" C.H.9'-0' �,eC> BEDROOM I �n EL 2275 SPLICE DETAIL SECTION:75 DESIGNERS OR ANY A5 v'W 3'-3" 3'-1" 2'-8" " XC �1 201 I N.T.S. PERSON PREPARING TO BLOCK:6 o� 18-11 2D1� EL 23.00 DISTURB THE HERE I _ � � " LOT:3.3 SURFACE ANYWHERE IN a „ C.H. 9-0" U- 1D-5 ZONE:R-80 THE STATE. GABLE END a 2 ( 0 20 AA ''' °" o OWNER: 11 7/8" TJI 360 @ 16" O.C. EL 23.00 < o 00 C.H. 9'-0• rn�w „ I L ---,r ,� --r-e ,—,r —3- ,- „ T „ � ``' SIPS KNO FOR BEAM SUPPORT 24 `n STEPHEN&DANIELLA RAVN 4-11 37 2-5 3-1 2-5 3-1 5-0 I �`' V 16 SAGAMORE ROAD EAST NORWICH, NY I � TOP OF SILL PLATE EL. 32.00 — _ _ — — — 11732 D 631-8 J N 631-88 I I N 1 I dravn@aelanaelandsurveying.com 21" o 0 6'-4" I-S-1- 0 3- " 10 3'-1" 2'-10" I ARCHITECT: LO °-0" I New Habitat Architecture & _TOP OF SILL PLATE EL. 32.00 I I = _ _ I � Design, p.c. 1171 Old Country Road suite 6 Plainview,NY 11803 tel:631 -393-2871 2743 20'-0" I newhabitatarch@gmail.com Ir I I I I I I 1 2 3 4 5 PECONIC RESIDENCE SITUATED AT D D 625 WELLS ROAD PECONIC, NY 11958 C A6 TOWN OF SOUTHOLD SUFFOLK COUNTY NY. SCTM: DISTRICT 1000,SECTION 75, BLOCK 6, LOT 3.3 THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS OR NOT,CAN GO TO THE FOLLOWING WEB STIE: ATTIC FLOOR FRAMING PLAN SCALE: 3/16"=1'-0" HTTP:lIPUBLICECODES.CYBERREGS.COMlST/NY/ST/INDEX.HIM 1 EDUCATION LAW ARTICLE 145 PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. ATTIC FLOOR FRAMING PLAN EALaSIGINATURE DATE:05-05-2024 PROJECT#11631 DRAWN BY:DR CHECKED BY:SR ttl3 SCALE:AS INDICATED 1 f' SHEET f A6 . 2 IQ �� PAGE:15 OF 18 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. 05114124 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 C )A6 0100 D A6 3 5 6 ROOF BELOW I NO OVERSIGHT,ERROR,OR OMISSION ON THE PART OF THE ENGINEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE ERECTING,CONSTRUCTION,ALTERATION, REMOVAL,USE,OR OCCUPANCY OF A BUILDING .000 OR STRUCTURE THAT DOES NOT CONFORM TO i THE PROVISIONS OF THE BUILDING CODE AND THE BUILDING ZONE ORDINANCE. M ANY DEVIATION FROM ANY STRUCTURAL loz 1 20'-0„ 2O'-O" I I MEMBERS AS INDICATED ON THESE PLANS SUCH AS HORS_TRIMMERS,1-BEAMS. PARAL MS, F-I— SIP ROOF EDGE LINE f T�YP.) — — — CEILING BEAMS, S, ROLAMS,TRUSSES,GE EA S., CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, STRUCTURA HIPS,STL. N A LEDGER BRDSL ETC,SHALL BELREPORTEDOTO THE 21" TOP OF SILL PLATE EL 32 ARCHIT IOR ECT PR TO THE COMMENCEMENT OF .00 24 I a i f j i GABLEENE ♦♦ ( I I I I j ANY PHYSICAL WORK. • CD / o CONTRACTOR SHALL CHECK AND VERIFY ALL 1 p I♦ M I ! I I CONDITIONS AT THE CONSTRUCTION SITE *00 � ♦ w ; I BEFORE BEGINNING ANY PHYSICAL WORK.HE •� ® N I ( SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO I •m o n ♦ �-`' I i I ! cn THESE PLANS,SPECIFICATIONS AND ALL OTHER (2) 2X10 0 48 � X Q' ♦ � �(I I i I j � W PERGOLA INFORMATION INCLUDING GOVERNING CODES, " I N 1 6.5" SIPS ROOF /J ♦ w �_ z I a LAWS,ORDINANCE,ZONING AND REGULATION " �� 1 o i THE CONTRACTOR SHALL VERIFY ALL — — — ROOF EDGE LINE (TTYP I J •= .�L♦ 1 CD w j o J a a li i t I N EXISTING CONDITIONS&DIMENSIONS BEFORE CD _ ¢ • 3 rx O I STARTING CONSTRUCTION&SHALL NOTIFY 1 w \ ,y,�/ (2) 2X1D ® 48 O.C. I I I ' I THE ENGINEER OF ANY AMBIGUITIES OR _J z •"� I 6.5 SIPS ROOF DISCREPANCIES BEFORE PROCEEDING WITH THE x cn Y •^ �y 1 I' I i WORK.IF ANY QUESTIONS ARISE BEFORE OR GABLE END 1 _(2) 2X10 0 48_ O.C. al 0 0 3 I Q �Q� 1� � � ( j DURING CONSTRUCTION AS TO THE INTENT OR 6.5" SIPS ROOF a w 1 cv ♦ M i DETAILS OF THE DRAWINGS,THE CONTRACTOR o w 1 04 WOOD POST SHALL CALL THE DESIGNER FOR CLARIFICATION " „ Y • TO M.L. BEAM J AND/OR INSTRUCTIONS.IF THE CONTRACTOR 2 PLY 1 3/4 X 11 7/8 9'-6» X6 WOOD POST �; 1 BELOW 1 � I j I i FAILS TO FOLLOW THE ABOVE PROCEDURE HE 1 LVL ROOF RAFTER - - - ' - — - - X L7 BEAM C> SHALL ASSUME THE RESPONSIBILITY FOR THE „ PLY 1 3 1 8 LVL " -� CONSEQUENCES OF HIS ACTIONS AND/OR TOP OF ILL PLA L 31.00 Q 3-5 11 -10 11-10 m DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE m ¢ VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY oo �Q I I Lullm 1 1 CONTRACTOR. i¢ 1 ¢ w 1 a U I ATTIC m m m THESE PLANS DO NOT RELIEVE THE I k ¢ 206 I J d � J J RESPONSIBILITYOOR THEIR ULL COMPLIANCE WITH J � •O� O = a 1 VAULTED CAL J I I a I r � w 1 •� N I I V ERV SUFPLY=n CFM 1 1� 1 THE CONTRACT REQUIREMENTS:FOR THE J m 1 b \ ^ ^ CORRECTNESS OF DIMENSIONS;CLEARANCES a I co o I /\ o I I XI I I AND MATERIAL QUANTITIES;FOR PROPER DESIGN &DETAIL;FOR FABRICATION AND CONSTRUCTION 1 I 4X6 WOOD OST I U= co x 1 1 d ,(2) 2X1D 48" O.C. 1 ,(2) 2X10 @ 48" O.C. TECHNIQUES;FOR PROPER COORDINATION WITH CI RIDGE SUP FORT I Q�I 1 1�' 6.5" SIPS ROOF 1\' 6.5" SIPS ROOF — OTHER TRADES AND FOR PROVIDING ALL PULL DEVICES REQUIRED FOR SAFE AND (2) 2X10 0 48' O.C. o = I = SDOM TARS I J A SATISFACTORY CONSTRUCTION&OPERATIONS. " 1 2 PLY 1 3 4" X 11 7 8" LVL RIDGE EAM o >- a 6.5 SIPS ROOF ;;� - - - - - - � - - ¢ n IN 1�, x N L 1 N 1 1 4'-0" A6 21'-4" I 2 PLY 1 3 4" X 1 7 8" LVL BEAM PRELIMINARY A •�.� o I I - - - - - - - -L -; �- - - — _ - - - - - - - _( 1, 1 BID/ PERMIT A6 \4- _ a 1 4X4 WOOD POST R 0 0 F PLAN 1 DRAWINGS 1 `' I J ! TO M.L. EAM m i i I i SCALE: 1 8 =1 —0 °A • II , II II / 6X6 WOOD POST �. I � ° I •f 1 o I ./, BELOW " I I I ! ! I { ! ! ( cq<< SEFOR�y N I I z I , 6.5" SIPS ROOF ?�°�`, I^ o ^• I I I ( I j PROPERTY DIAL 811 �A" 2 2X10 @ 48" O.C. i ! ! I B USE EXPANDING INFORMATION THE STATE OF NEW (2) 2 0048 O.C.0 �� I� Ocli " ' ( I I I STOP SPRAY FOAM TO OPTION A: YORK REQUIRES // ♦ 1 6.5 SIPS ROOF z I I I A5 RIDGE VENT 1 >r I 6.5 SIPS ROOF I ¢ r-- �j 1 M W I I I + I UNDERLAYMENT AND FILL GAP EACH WITH SCTM NOTIFICATION BY SID 1 o TOP OF ILL PLATE L 31.00 •� 9 I I , I I ROOFING 1" FROM ROOFING ON DISTR.:1000 EXCAVATORS, - - 1 w •� ci <` o I I I I RIDGE TO ALLOW TOP B 2 PLY 1 3 4 X 11 7 8" J N a 1 z o w 8e, J J w l i ! I ADEQUATE VENTING. BLOCKSECT :6 75 DESIGNERS OR ANY / / op _ Y a O a a w I I I PERSON PREPARING TO NA;1 N W o o I DRIP EDGE LVL ROOF RAFTER ,_,_ a a � s�; , N J o 1 0 2 I 6 I LOT:3.3 DISTURB THE EARTH'S ¢ •� ® N N I I ; SURFACE ANYWHERE IN 1 GABLE END oo w N 1 •a X o I ! I NAILS 3/8"m SEALANT PER ZONE:R-80 THE STATE. M Z 1 N ,♦ O I' I I I FASCIA I OWNER: co _j2 2X10 ® 48" 1 ` 17" t ! ! I I STEPHEN&DANIELLA RAVN O � I BEARIING I I Q 1 6.5" SIPS R00 I ( i ROOF EDGE LINE (TYP.) J TOP OF SILL PLATE EL. 32. ' I I I 16 SAGAMORE ROAD EAST NORWICH,NY Cl- 1 I 11732 I I cn D i II 631-885-1641"'26'-0" IP ROOF EDGE LINE TYP.) dravn aeland surve in . omSUBFASCIA SEALANT 21" o I 21 a PER PBS-104, & 1 I I NAILING PER 1 ^ 1 ARCHITECT: ROOF BE L I PBS-100D U.N.O. j GABLE END I _ — — — — — — — New Habitat Architecture & OPTION B: Design, p.c. i ROOF EDGE LINE (TYP.) — °O I 8'-8 1:2:-9 1171 Old Country Road suite 6 Plainview, tel:631 -93 2871 i 20,-0 a I I fax:516-822-2743 newhabitatarch@gmail.com '0#0 �' DRIP EDGE C 2 3 4 ROOF BELOW 5 6 FLUSH FASCIA 18" SIP TAPE MOUNTED PECONIC RESIDENCE RIDGE BEAM PER D A6 ENGINEERING SUBFASCIA SEALANT PER---_,_ I I SITUATED AT BEARING CA6 STEEL LEDGER AND PBS-104, & NAILING PERI 625 WELLS ROAD PECONIC,NY 11958 FASTENING EACH SIDE PBS-100D U.N.O. 2X FRAMING TOWN OF SOUTHOLD PER ENGINEERING. SIPS REQUIRE MIN. 1 1/2" I I SUFFOLK COUNTY NY. SOFFIT. VENT 1 1 SCTM: DISTRICT 1000, SECTION 75, AS REQUIRED. BLOCK 6, LOT 3.3 RIDGE DETAIL 4 EAVES DETAIL THE GENERAL CONTRACTOR OR OWNER/CLIENT 3 CAN VIEW OR LOOK UP ANY NEW YORK STATE N.T.S. N•T.S. BUILDING CODE REFERENCES OR SECTION n n NUMBERS EITHER MENTIONED ON THESE PLANS ROOF FRAMING A I V I I N G PLAN OR NOT,CAN GO TO THE FOLLOWING WEB STIE: 1 HTTP://PUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM SCALE: 3/16"=1'-0" EDUCATION LAW ARTICLE 145 PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF ° THIS LAW FOR ANY PERSON,UNLESS HE IS o ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN ° ITEM IN ANY WAY. 0 0 0 ° o ° ROOF FRAMING PLAN ROOF PLAN SEAL -SIGNATURE DATE:05-05-2024 TOP FLANGE FACE-MOUNT %�� �� �:j'n�., PROJECT#11631 C ' 's�!` DRAWN BY:DR CHECKED BY:SR JOIST HANGERS SCALE:AS INDICATED JOIST CONNECTORS (IN WIDE VARIETY SHEET OF SIZES) A6 . 3 \` PAGE:16 OF 18 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. 05114124 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 C A6 2" 3" I 3" I 2" I ROOF A6 3 4A 5 6 VENT VENT 2„ VENT VENT VENT ATTIC F] 1 2" VENT 2" VENT JT 2" VENT' I r1N. GRADE EL 7.50 *C--A I ' -- ---- - - - -- -- - - - - - - ------- „ " n, z N N CV I [V - - - - - A I 2 VENT VENT `� �IC4NI 1 - - _ ( I NO OVERSIGHT,ERROR,OR OMISSION ON THE z c F N in ( I PART OF THE ENGINEER/ARCHITECT,OR HIS/HER EL 7.00REPRESENTATIVE SHALL LEGALIZE THE `� LAV. AV. I ERECTING,CONSTRUCTION ALTERATION, UP I to I AV. AV. I REMOVAL,USE,OR OCCUPANCY OF A BUILDING INK I OR STRUCTURE THAT DOES NOT CONFORM TO z PO Io I THE PROVISIONS OF THE BUILDING CODE AND (7) 7n"RISERS 3 1;000 I I l0 2 WAS ER THE BUILDING ZONE ORDINANCE. 1 (5) 11 TREADS 4 tl 117 I I� I TUB SOWER SH WER 2" 2" TOB SECOND ANY 2 I CTURAL 5 i • I I 4" 2" 2 2n 4 FLOOR MEMBERS ERS ASAINDICA INDICATED ONTION FROM N THESE UPLANS SUCH 4" AS HORS_TRIMMERS,1-BEAMS. EL 11.00 a I 4" I 4 PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., 1 I I CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, 1 HOSE I I I I STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, LEDGER BIRDS.,ETC,SHALL BE REPORTED TO THE 000000000000rBIBR - - - - - - 2n VENT c 1 ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY PHYSICAL WORK. DW � R FR FREEZ N 5' AFF ( cn C" - 29 - 2s 1 N ¢ 2„ 2" I� I CONTRACTOR SHALL CHECK AND VERIFY ALL FIN. GRADE EL 7.50 30 1 18ON SITE (r VENT T 4„ N BEFORCONE BEGINNINGO ANY PHYSICAL NS AT THE IWORK.HE UP DINING ROOM 00 I I�M I\ SHALL ESE PLIANS,SPECIFICATIONILIARIZE HIMSELF STH THE INTENT AND ALL OTHER O FIN. GRADE EL 7.00 I ' ( _ _ _ KITCHEN 1 p$ o H 11Q I"" LAV. 2" AV, 2 I INK INK INFORMATION INCLUDING GOVERNING CODES, T T J EL u LAWS,ORDINANCE,ZONING AND REGULATION 3 � 1 I I 1 0/ CA.I 0'-0* I � I N ran Icr I zs Mw EL 12.00 c3 4n L „ THE CONTRACTOR SHALL VERIFY ALL 58 �"' C.H. 10'-0" I i � " SH WER 2 EXISTING CONDITIONS&DIMENSIONS BEFORE / \ / 3 3 4 STARTING CONSTRUCTION&SHALL NOTIFY FLOOR -, a 's I Q 4" 2" THE ENGINEER OF ANY AMBIGUITIES OR �o� 10 70 PORCH ' 13 I ( = z TANK FROM WORK.IF ANY QUESTIONS ARISE BEFORE OR TO SEPTIC 4" 4 4 DISCREPANCIES BEFORE PROCEEDING WITH THE 1 OOD 3, to EJECT. 4" DURING CONSTRUCTION AS TO THE INTENT OR ,� POOL DETAILS OF THE DRAWINGS,THE CONTRACTOR w EL 19500• 29 � s� to SHALL CALL THE DESIGNER FOR CLARIFICATION 24 20 I to PUMP CABANA AND/OR INSTRUCTIONS.IF THE CONTRACTOR o �---ell .( .3s,__-_,.,.n - _ _ _ _ _ _ _ SHALL ASSUME THE RESPONSIBILITY FOR THE I� FAILS TO FOLLOW THE ABOVE PROCEDURE HE CD 28 e--o I 107A ✓ice C 29 CONSEQUENCES OF HIS ACTIONS AND/OR / 105B T \ 2 I PLUMBING RISER DECISIONS.ALL DIMENSIONS ARE+/-&MUST BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION BY EL IZOO 25 - �25 I 2 N.T.S. CONTRACTOR. 22\ N N/ \ 105C -- �� LIVING ROOM i THESE PLANS DO NOT RELIEVE THE MUDROOM r 109 I I EL 12.00» CONTRACTOR OR THEIR SUB-CONTRACTOR OF GARAGE $ $ _ / 105 12 C.H. 9'-0 I \ EL 12.00 I RESPONSIBILITY FOR FULL COMPLIANCE WITH I 106 zsA _ 1s I EL 12.00 ,z ELEC. i I C.H. 10-0" I THE CONTRACT REQUIREMENTS:FOR THE m zsn 15 C.H. 9'-0" HEAT CORRECTNESS OF DIMENSIONS;CLEARANCES EL 10.10 „ N - P lip P I D I AND MATERIAL QUANTITIES;FOR PROPER DESIGN \ IC G.H. 11-0 z _ 14 1 12 . �i,$ - 9 I < FIREPELECLACE !Y I i T TECHNIQUES;FOR PIROPER COORDINATION WICATION AND TH v � L EA- \ P/D�l a ri OTHER TRADES AND FOR PROVIDING ALL 105A ,2 \ BATHROOM I ERV VENTILATION ELECTRICAL S C H E D U L_E DEVICES REQUIRED FOR SAFE AND @ / SATISFACTORY CONSTRUCTION&OPERATIONS. 16 2s m a IZoo „ 1036 CLOSET ' I A A cM 10 12 EL 12.00 'Afl e E �� _ - - C.H. 9'-0" x 5 4 3 2 FIRST FLOOR SYMBOL TYPE A6 \ 0 EL 1,..00" / ( milkB A5 SD -- C.H. <'-o UP SWITCH ROOM # SUPPLY EXHAUST -- a E I 1016 - 11 CFM 3W28\� SWITCH 3WAY PRELIMINARY I - - 7 C. L - - - - - - - BID/ PERMIT s qY « �J J 102,108,109 40 CFM DUPLEX OUTLET H 12"A.F.F. DRAWINGS o �° 4 1® cM SD \A-T20 I I ¢ 103B - 18 CFM DUPLEX OUTLET H=42"A.F.F. A'c y°J EL 12.00 `" -- I I N - q<C eeFOR� \ 2 �W4" � - I 1 " 104 18 CFM » DUPLEX OUTLET H=54 A.F.F. U 1 25 16 `- 12 �, ✓15 PARLOR I I M 105 12 CFM - CEILING MOUNTED FIXTURE PROPERTY DIAL811 rB50 AMP NEMA OUTLET \ \ ELECTRIC PANEL CLOSET 102 a- 9 B 105E - 12 CFM 11 INFORMATION THE STATE OF NEW 29 IOTA 5 FOYER EL 12.00 -- ® RECESSED LIGHT YORKREQUIRES SD C.H. 0'-0' I A5 KITCHEN 107 - 24 CFM SCTM A5 0 - O C. 12.Q 101 I I 1 16 WALL MOUNTED FIXTURE DISTR.: NOTIFICATION BY o C.H. 10-0 EL 12.00 HOSE BIB CRAWL 110 - 45 CFM / C.H. 10'-0" 1 SECTION:75 DESIGNERS OR ANY / H. I TOTAL 70 CFM 110 CFM BLOCK:6 w WATER - 3 ,s p rn SD SMOKE DETECTOR DISTURB THE EAR HSO a EL 10.10 MAIN g PORCH BEDROOM 00 d SECOND FLOOR CO CARBON MON. DETECTOR LOT:3.3 SURFACE ANYWHERE IN VALVE 1040 1 • I ZONE:R-80 THE STATE. Z N 100E TV AFF H 0- " o EL 12.00 < I ROOM # SUPPLY EXHAUST OWNER: - EL 11-50 O C.H. 9-0 C.H. 10'-0" p 11 \ I 200E - 18 CFM STEPHEN&DANIELLA RAVN 0 I 201 18 CFM - 16 SAGAMORE ROAD EAST NORWICH,NY EEL 19 00 UP 2 11732 1 I FIN. GRADE EL 10.00 I I - - - - - - 201B - 18 CFM 631-885-1641 FLOOR AREA=n244 SF " _ dravn@aelandsurveying.com EGRESS= 25.6 w X 67.5 h 11.98 SF. 0 10 Icy 202 18 CFM - FlN. GRADE EL 0.20 VENTILATION= 14.4 SF (6�) CLO T z J I� 202B - 18 CFM ARCHITECT: W i LIGHT= 28.8 SF (12%) �p2� I�2,11 El 11 7n 203 18 CFM - New Habitat Architecture & w " H�o- la- F 203B - 18 CFM Design, p.c. Q / \ - --- ---- -- ,�'( 204 18 CFM 1171 Old Country Road suite 6 204B - 18 CFM Plainview,NY 11803 tel:631 -393-2871 LOFT 205 30 CFM - fax:516 82@2g2743 mail.com I Fl A 11.00\ I I ATTIC 206 28 CFM - newhabitatarch@gmaii.com )A6 I II // \ I i TOTAL 130 CFM 90 CFM i C A6 I / \ PORTE COCHERE \\ I I GRAND 200 CFM 200 CFM PECONIC RESIDENCE SITUATED AT 1 00D \ I I I 625 WELLS ROAD PECONIC, NY 11958 / EL 11.00 \ / C.H. 10"-0" \ I I I TOWN OF SOUTHOLD SUFFOLK COUNTY NY. - - --- ---- ------ SCTM: DISTRICT 1000, SECTION 75, 1 I I BLOCK 6, LOT 3.3 1 2 3 4 FIN. GRADE EL 10.50 5 6 THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS OR NOT,CAN GO TO THE FOLLOWING WEB STIE: HTTP://PU BLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.H IM EDUCATION LAW ARTICLE 145 PROFESSIONAL ENGINEERING&LAND SURVEYING,SECTION 7209;IT IS A VIOLATION OF THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN FIRST FLOOR ELECTRICAL PLAN ITEM IN ANY WAY. 1 SCALE: 3/16"=1'-0" FIRST FLOOR ELECTRICAL PLAN/ PLUMBING RISER MECH. VENTILATION SEAL&SIGNATURE DATE:05-05-2024 PROJECT#11631 )DRAWN BY:DR CHECKED BY:SR SCALE:AS INDICATED <•. 1 SHEET 3 •'•C E . I PAGE:17:OF::8 REV. DESCRIPTION DATE - INITIAL SUBMISSION TO T.O.S. 05 14 24 01 COMMENTS T.O.S. ON 07/09/24 07 30 24 C )A6 C )A6 D A6 3 5 � 3 5 6 A6 ROOF BELOW II i ROOF BELOW I I NO OVERSIGHT,ERROR,OR OMISSION ON THE II I I i PART OF THE ENGINEER/ARCHITECT,OR HIS/HER REPRESENTATIVE SHALL LEGALIZE THE I! I I I REMOVAL,USE,CONSTRUCTION, IL OR OCCUPANCY OF A BUILDING II OR STRUCTURE THAT DOES NOT CONFORM TO THE PROVISIONS OF THE BUILDING CODE AND 2 I I II I I i THE BUILDING ZONE ORDINANCE. 1 I II ANY DEVIATION FROM ANY STRUCTURAL MEMBERS AS INDICATED ON THESE PLANS SUCH AS HORS_TRIMMERS,1-BEAMS. PARALLAMS,MICROLAMS,TRUSSES,FLR.JSTS., -I--- SIP ROOF EDGE LINE .) - CEILING BEAMS,ROOF RAFTERS,RIDGE BEAMS, _ _ _ STRUCTURAL HIPS,STL.COLS.,WOOD POSTS, L THE EDGER REPORTED BIRDS.,ETC,SHALL BE O ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY PHYSICAL WORK. BEDROOM BEDROOM it I I I I I I { CONTRACTOR SHALL CHECK AND VERIFY ALL 203 204 j I j I ( I CONDITIONS AT THE CONSTRUCTION SITE EL 23.00 EL 23.00 SD I ! ( I ! I ( BEFORE BEGINNING ANY PHYSICAL WORK.HE i I ( C.H. 9'-0" 1 C.H. 9'-0* SHALL FAMILIARIZE HIMSELF WITH THE INTENT TO CLOSET a1 BALCONY ( I I I THESE PLANS,SPECIFICATIONS AND ALL OTHER a1 ; INFORMATION INCLUDING GOVERNING CODES, 204A 12 c 204E I J I i I LAWS,ORDINANCE,ZONING AND REGULATION -- $ 12 "_` EL 23.00, 1,.� / Tas ( � I EL 22.75 I )GE LINE (� I o I I I �..H 9-U F OOR AREA= 250 SF I{ I I DN w I I THE CONTRACTOR SHALL VERIFY ALL FLOOR AREA= 230 S " EGRESS= 25.6"w X 67.5"h 11.98 SF. /ERESS= 23_5 w X 79.5 h 12.97 SF.81 ; ; III ! o EXISTING CONDITIONS&DIMENSIONS BEFORE VENTILATION= 114.4 SF (6�3,� sD VENTILATION= 32.7 SF (13%) { W ! ! STARTING CONSTRUCTION&SHALL NOTIFY _ 3e LIGHT= 46.8 SF (19% \ I i ( I (12\ z ( ! THE ENGINEER OF ANY AMBIGUITIES OR LIGHT= 28.5 SF (12.CFM / ERV SUPPLY=12 CFM ) { ! j I ( I ¢ Y I I j j DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.IF ANY QUESTIONS ARISE ERV SUPPLY-12 CFM 45 i II I I BEFORE 37 61 i I w I I I i I ! UR NG CONSTRUCTION AS TO THEINTTE T OR L i I ! Y ® I I DETAILS OF THE DRAWINGS,THE CONTRACTOR I SHALL CALL THE DESIGNER FOR CLARIFICATION AND/OR INSTRUCTIONS.IF THE CONTRACTOR ao � ® FAILS TO FOLLOW THE ABOVE PROCEDURE HE ROM W, HALLW Y 203E a LOSET 200 I I �62 3W SHALL ASSUME THE RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND/OR 50 I 8'-O" '15ep- 23.00 203A EL 23.00 sue- BA HROOM �B I I VDERIFIEOD N FIELD NS.ALL I PRIOR OTO CONSTRUCTION BY C.H. -o" 15 1e 7 18 19 20 C.H. 9'-0 W", DN I ��0 3was EL 23.0V 1 SHOWER I ATTIC CONTRACTOR. 17 C.H. 9'- 14 D 8 C. . c I I / 1a a0 TUB 13 C.H. 9'-0* 206 15 0 ®� DRYER WASHER ERV EXHAUST=18 CFfd I I 0 CONTRACTOR OR THEIR SUB-CONTRACTOR OF THESE PLANS DO NOT RELIEVE THE VAULTID CEIL RESPONSIBILITY FOR FULL COMPLIANCE WITH 14 SHOWER 18 ' sD 0 s 9� I � I ERV SUPPLY=28 CFAI I 30 :.,.pN. 7 � I DN CORR THE CONTRACT C DIMEREQUIREMENTS: CLEFOR RANCES _a0 _ _. . M - I ® 2 SHOWER 47 O Tom, 1_16 ` I I N AND MATERIAL QUANTITIES;FOR PROPER DESIGN I 11 0 ®� \ g 37 CM SINK SHOWER � I w I DN &DETAIL;FOR FABRICATION AND CONSTRUCTION HOME OFFICE S° THROOM PULL 7 22 1$❑ OM I I z a TECHNIQUES;FOR PROPER COORDINATION WITH '° 202 CLO °°W"' PULL OTHER TRADES AND FOR PROVIDING ALL 205 CM 9 2000 sr�uRs e AUNDRY 57 18 2016 I ST� DEVICES REQUIRED FOR SAFE AND EL 22.00 C.N.=8'-0" EL 23.00 a7 5 4 3 z 1 2 . 2006 7 C.H.23.00 I ® ¢ SATISFACTORY CONSTRUCTION&OPERATIONS. I VAULTED CEIL e 0 O C.H. 9-0 EL 23.0 / C. 9'-0" 7 C.H. 9'- " aa� 23.00. ERV EXHAUS =18 CFM A FLOOR AREA= 710 SF e ERV EXHAUST=18 CFM s7 I I �V I EGRESS= 70"w X 79.5"h 38.6 SF. PRELIMINARY A6 1 VENTILATION= 42.2 SF (6%) / I i I I I ® 28 I19 BID/ PERMIT LIGHT= 46.8 SF (6.5%) 4 6 6' 7 �3� / i i I I ( I l ERV SUPPLY=30 CFM 3 /3w37 i I ¢ j DRAWINGS 55 I �5° 41 a'HALLWA ,� �6 56 i i i t w I 00 I. l I I q \ I I I I E ( I ( << BEFORE SD `� rNa I Y � 2056 j j i I E I I I Z I ! DIAL 811 EL 22.00 EDROOM I I 6 I PROPERTY C.H. 9'-0" LOSET 5z \ I; BALCONY' I ` j INFORMATION ( , ' , w ' z i ; I THE STATE OF NEW EL o300 200A I } 201E ! I I ¢ I j YORK REQUIRES FL 23.00 I SCTM rB C.H. 9-0" C.H.9'-a' 53 BEDROOM I j R. 22,75 ! I I � 3 � w I i I NOTIFICATION BY CLO 5 201 I I i I ( ' w c� DISTR.:1000 Y EXCAVATORS, A5 - - �� 201 sD EL. 23.00 I I I I I - - \V12 t o I SECTION:75 DESIGNERS OR ANY „. � n EL C.H. 9'-0" �I I I J DN I I i BLOCK:6 PERSON PREPARING TO - i LOT:3.3 DISTURB THE EARTH'S 12 C.H.9-0' I ! j I 3 I I SURFACE ANYWHERE IN 202A FLOOR AREA= 232 SF , EL 23.00 RESS- 23.5"w X 79.5"h 12.97 SF. I I { '• I I I w { I ZONE:R-80 THE STATE. C.H. 9'-0' VEN11LA110N= 323 SF (14%) I i j I I: L - - - - - - - - - J o LIGHT= 46.8 SF (20%) I I I I 1 ' ; OWNER: ERV SUPPLY=12 CFM FLOOR AREA="265 SF " 5,��' I I II I ! I I DN I I j STEPHEN&DANIELLARAVN I I EGRESS= 25.6 w X 67.5 h =11.98SF. - - - - - I i ( ( I - - - 16 SAGAMORE ROAD EAST NORWICH,NY VENTILATION= 14.4 SF (5.47.) - - - - II 11732 LIGHT= 28.8 SF (11%) -1- - 631-8 IP ROOF EDGE LINE TYP.) _ 631-885-1641 i I ERV SUPPLY= 12 CFM I I II I I t dravn@aelandsurveying.com ROOF BELOW I ( ( I I ARCHITECT: ROOF BE New Habitat Architecture & ROOF EDGE LINE (TYP.) - - - I Design, p.c. 1171 Old Plainview,Country oad suite 6 fax:516-822-2743 II I I I I tel:631 -393-2871 I ERV VENITILATION I I II newhabitatarch@gmail.com FIRST FLOOR ROOM # SUPPLY EXHAUST 2 3 4 ROOF BELOW 5 2 3 4- ROOF BELOW 101E 11 CFM D A6 5 PECONIC RESIDENCE 102,108,109 40 CFM - C A6 D )A6 SITUATED AT 103B - 18 CFM C )A6 625 WELLS ROAD PECONIC, NY 11958 104 18 CFM - TOWN F UTHOLD 105 12 CFM - UFFOLK COUNTY NY. 105B - 12 CFM SECOND FLOOR ELECTRICAL PLAN ATTIC FLOOR ELECTRICAL PLAN SCTM: DISTRICT 1000,SECTION 75, BLOCK 6, LOT 3.3 KITCHEN 107 - 24 CFM SCALE: 3/16"=1'-O" 2 CRAWL 110 - 45 CFM SCALE: 3/16"=1'-0" TOTAL 70 CFM 110 CFM THE GENERAL CONTRACTOR OR OWNER/CLIENT CAN VIEW SECOND FLOOR OR LOOK UP ANY NEW YORK STATE BUILDING CODE REFERENCES OR SECTION NUMBERS EITHER MENTIONED ON THESE PLANS ROOM # SUPPLY EXHAUST OR NOT,CAN GO TO THE FOLLOWING WEB STIE: 200B - 18 CFM ELECTRICAL SCHEDULE HTTP:/IPUBLICECODES.CYBERREGS.COM/ST/NY/ST/INDEX.HIM 201 18 CFM - SYMBOL TYPE EDUCATION LAW ARTICLE 145 28� SWITCH PROFESSIONAL ENGINEERING&LAND 201 B - 18 CFM SURVEYING,SECTION 7209;IT IS A VIOLATION OF 202 18 CFM - 3W2s�� SWITCH SWAY THIS LAW FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR,TO ALTER AN 2026 - � DUPLEX OUTLET H=12"A.F.F. ITEM IN ANY WAY. 203 18 CFM - DUPLEX OUTLET H=42"A.F.F. 203B - 18 CFM DUPLEX OUTLET H=54"A.F.F. SECOND FLOOR & ATTIC 204 18 CFM - CEILING MOUNTED FIXTURE FLOOR ELECTRICAL PLAN/ 204B - 18 CFM ®11 RECESSED LIGHT MECH. VENTILATION LOFT 205 30 CFM - ATTIC 206 28 CFM - t6 WALL MOUNTED FIXTURE SEAL&SIGNATURE DATE:05-05-2024 TOTAL 130 CFM 90 CFM SD SMOKE DETECTOR DRAWN BY.DR 31 CO CARBON MON. 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