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Of Sao ryo`o Town of Southold * P.O. Box 1179 ,o� '53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46901 Date: 03/12/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 10530 Sound Ave Mattituck, NY 11952 Sec/Block/Lot: 122.-2-15 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/03/2025 Pursuant to which Building Permit No. 52254 and dated: 09/11/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with an unfinished basement, front covered porch and a rear deck as applied for. The certificate is issued to: Nicole Slick Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-25-0512 12/22/25 ELECTRICAL CERTIFICATE: 113986 3/11/26 PLUMBERS CERTIFICATION: Brad Piecuch 12/29/25 th ed i at 0Ilfso yo TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE cnarm' �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#: 52254 Date: 09/11/2025 Permission is hereby granted to: Nicole M Slick 10530 Sound Ave Mattituck, NY 11952 To: demolish an existing dwelling and to construct a new single-family dwelling as applied for per SCHD approval. Premises Located at: 10530 Sound Ave, Mattituck, NY 11952 SCTM# 122.-2-15 Pursuant to application dated 06/03/2025 and approved by the Building Inspector. To expire on 09/11/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,413.88 DEMOLITION $371.20 CO-RESIDENTIAL $100.00 LTotal 2 885.08 ------ Inspector U, 1E^ ,y 6 MAR 1 2 2026 � ` NASSAU ELECTRIC ,A, L i SUFFOLK INSPECT0R�5nigng ��)otDuaTivm, P' t 159 Route 25A,Building 1 Suite B Miller Place, NY 11764 i Telephone:631 495 8136 ? Fax:631 509 4538 ? E-Mail: Requests@SuffolkBEI.com i f ' CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Current Electrical&Lighting Certificate No.: 113986 Rough In Inspection Date: Nov 05,2025 Final Inspection Date: Mar 10,2026 Application No.: Building Permit No.: Not Provided I. County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work i. described below,installed on behalf of the applicant named above,located at the premise of and not after the final inspection s date above: i P x f Owner: Nicole Slick { Site Location: 10530 Old Sound Avenue, Mattituck,NY 11952 4 Owner's Address(if different): s I �x Residential Indoor Basement Qx Service Shed ❑Commercial Outdoor ❑x First Floor Pool Hottub Qx New F1 Renovation x❑Second Floor ❑Attic/3rd Floor Garage ; Addition F1 Survey PV Solar Generator Conversion s Signs Battery Storage ❑Safety Inspection Other: I INVENTORY 1 Single Phase Heat Duplex Recpt 61 Ceiling Fixture 18 Dual Func Breaker 20 } r r. Three Phase Hot Water 1� GFCI Recpt Wall Fixture 16 Smoke F d I f Main Panel AC Cond Single Recpt Recessed Fixture 50 CO Detect { Sub Panel 200 AC Blower Range Recpt Gas LED Lighting Smoke CO Combo i Transformer Appliance Ckt Dryer Recpt Emergency F__1 Time Clock ' Disconnect Switches 60 Twist Lock Exit Fixtures Pumps i i g' GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan F Other Equipment:200 amp underground service 2-outdoor AC compressors/1-septic system i i d The electrical work and/or equipment described above were inspected and was found to be in compliance with local,, state and national electrical code requirements and this office. _ I B I { Applicant: Current Electrical & Lighting License No.: ME65941 Date Printed: Mar 11, 2026 t s Inspected I Signature: 1 5 e Mir 412 =awn Halt Annex Telephone(631)765-1802 54375 Main Road ! �" �'• Y.O.Box 1179 �:� �} Souihold;NY 11971-0959 ; V1 �.ir BUILDING DEPARTMENT TOWN OF SOUTHOLD .i� F 31 JAN - 9 2026 ..._ CERTIFICATION �.�Di74c�aC12€;1 i Date: Building Permit No. 5J'J-S Owner: C- (Please print) Plumber:--&-GLA Pte-c-v-ck (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. A 1 ' (Plumbers Signature) Sworn to before me this day of 20� Notary Public, err / County SUSAN A.RIZZO Notary Public,State of NewYork No.01 R16183459 Qualified in Suffolk County Commission Expires March 17.W29' OF SOUIyo� * # TOWN OF SOUTHOLD.BUILDING DEPT. courmN 631-765-1802 INSPECTION [ NDATION 1ST/ REBAR [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY-INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O �[ ] RENT REMARKS: 0 b a _ DATE Ct INSPECTOR �o�aOF SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. °ycoum, 631-765-1802 INSPEC ION ' [ ] FOUNDATION 1ST/ REBAR ROUGH PLBG. [ ] F NDATION 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 MAR S: o� swill 1vm o 1_�Az DATE INSPECTOR- hO�aUF 50UTyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ �FIN LATION/CAULKING [ ] FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Nypykv c4A ��s .Q: � sal • r\ DATE !! INSPECTOR ' s ,. ., ,,.. ...,,,,;,,,- -+f s.'ao� e✓f�.6.' w�;"- ,..eiti�.+4�.s.... ..,. i i-E-A.../e s...�-.6 J 631 .298.7900 March 101h, 2026 To Whom It May Concern, Regarding Building permit#52254, 10530 Old Sound Avenue, Mattituck NY 11952. Nicole Mercier Slick is the homeowner. Soil Stabilization#236: The property will be topsoiled and seeded promptly as soon as weather turns conducive for plantings to take hold and grow. Any questions,please don't hesitate to reach out to me at my office 631-298-7900. ank you in Advance, Rachel Terry r- Office Manager, North Fork Woodworks, Inc. t s MAR 1 1 2026 PO Box 1407 Southold IVY 11971 * Telephone: 631.298.7900 * Fax: 631.298.7899 * nfwwinc@aol.com Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 10530 Sound Ave,Mattituck,NY 11952 Test Date 1/21/2026 Building Permit#: Compliance Pathway Performance Test Completed by : Chistopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street 9�2 L 03J ICC ID# Huntington,NY-1 1743 BPI# 631-673-0664 i L Building Envelope Tightness Volume Calculation : Check if- Floor Area Volume E] Conditioned Basement Basement ❑ Conditioned Crawl Space 1 St 1704 15336 ❑ Sealed Attic 2 nd+ *The conditioned floor area of dwelling is calculated in Sealed Attic 762 13861 accordance with Sl Z765,except that conditioned floor a a includes here the ceiling height is less than 5 Total Volume 29197 CFM @50 pa 666.71 Air changes/hr@50 a 10.37 PN Code Compliance: Pass Duct Tightness: Post'CO nstructi,onTest-TotalWuct,Leakag'e System-1: Ist Floor Duct Location Basement -------------------------- Floor Area 1704 Leakage CFM @ 25pa 67.5 CFM/100 ft'CFA 3.96 Code Compliance: Pass System-2: 2nd Floor Duct Location Conditioned Space -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: Exempt System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft CFA Code Compliance: All building envelope tightness has been verified and conducted,in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 8 IECC as amended by the 2020 New York State Supplement, section R402.4.1.2. The building duct and plenum system has beem verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: Date: 1/21/2026 Christopher Silvia,Home Energy-Solutions Load Short Form Job: 10530 Old Sound Avenue H P M E E N E R C Y Date: 9/30/2025 v 1 g.1 11 C,N4 Entire House By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@igmail.com Web:home-energysolutions.com Project • • For: 10530 Old Sound Avenue, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db ('F) 7 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD ('F) 65 9 Fireplaces 1 (Tight) Daily range - M I 9 Inside humidity(%) E C 35 50 ' ,1 Moisture difference(gr/lb) 34 31 !'J } �I 11Ubi L HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Pulldsncg Department Trade n/a Trade n/a ToL{n of Southold Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU1-1ST FLOOR 1706 23655 17934 1200 1000 AHU2-2ND FLOOR 764 13591 9961 800 600 Entire House 2469 37246 27894 2000 1600 Other equip loads 9519 1354 Equip. @ 1.00 RSM 29248 Latent cooling 6024 TOTALS I 2469 I 46765 I 35271 I 2000 I 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtetsoft" 2025-Oct-01 10:14:24 ���+-,* .,• .,.,r..,..., Right-Suite®Universal 2024 24.0.03 RSU20822 Page 1 .`i71 ...Sound Avenue110530 Old Sound Avenue ManJSD.rup Calc=MJ8 House Front faces:NW ' Load Short Form Job: 10530 Old Sound Avenue t tQS)M t: ENERGY Date: 9/30/2025 A H U 1-1ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 10530 Old Sound Avenue, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db ('F) 7 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 65 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 31 a HEATING EQUIPMENT COOLING EQUIPMENT Make Armstrong Make Armstrong Trade ARMSTRONG AIR Trade ARMSTRONG AIR Model A96UH1E070B12** Cond 4SCU16LE130P-**A AHRI ref 209191295 Coil 7EC30/36BX-0*+A96UH1E070B12+TDR AHRI ref 214673517 Efficiency 96.1 AFUE Efficiency 12.2 EER2,14.4 SEER2 Heating input 66000 Btuh Sensible cooling 19600 Btuh Heating output 64000 Btuh Latent cooling 8400 Btuh Temperature rise 49 'F Total cooling 28000 Btuh Actual air flow 1200 cfm Actual air flow 1000 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.76 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (f12) (Btuh) (Btuh) (cfm) (cfm) LAUNDRY 106 2014 1266 102 71 KITCHEN 324 3116 2664 158 149 ENTRY 151 1228 317 62 18 LIVING/DINING 488 7351 7145 373 398 MASTER BEDROOM 241 4437 2715 225 151 CL 90 1150 555 58 31 MASTER BATH 64 0 0 0 0 POWDER 46 814 579 41 32 STUDY 195 3545 2692 180 150 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wri-gtaYsof�" 2025-Oct-01 10:14:24 q,�;+d Right-Suite®Universa1202424.0.03RSU20822 Paget ACCX ...Sound Avenue\10530 Old Sound Avenue ManJSD.rup Calc=MJ8 House Front faces:NW AHU1-1ST FLOOR 1706 23655 17934 1200 1000 Other equip loads 6295 2059 Equip. @ 1.00 RSM 19993 Latent cooling 6417 TOTALS I 1706 I 29950 I 26410 I 1200 I 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W I igl4 SCrft" 2025-Oct-01 10:14:24 Right-Sufte®Universal 202424.0.03 RSU20822 Page ...Sound Avenue\70530 Old Sound Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Load Short Form Job: 10530 Old Sound Avenue F, ,1 i_� r i nns F r: �.��Y Date: 9/30/2025 A H U2-2 N D FLOOR By: Jonathan Vasquez €u Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 10530 Old Sound Avenue, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 7 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 65 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Armstrong Make Armstrong Trade ARMSTRONG AIR Trade ARMSTRONG AIR Model A96UH1 E045B12** Cond 4SCU16LE118P**A AHRI ref 209191293 Coil 7EC24BX-0*+A96UH1E045B12+TDR AHRI ref 214673323 Efficiency 96.6 AFUE Efficiency 12.2 EER2,14.7 SEER2 Heating input 44000 Btuh Sensible cooling 12600 Btuh Heating output 43000 Btuh Latent cooling 5400 Btuh Temperature rise 49 °F Total cooling 18000 Btuh Actual air flow 800 cfm Actual air flow 600 cfm Air flow factor 0.059 cfm/Btuh Air flow factor 0.060 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 4 217 3807 2596 224 156 BEDROOM 3 164 3864 2749 227 166 BEDROOM 2 184 4022 3539 237 213 BATH 2 52 599 340 35 20 HALL 147 1300 738 77 44 AHU2-2ND FLOOR 764 13591 9961 800 600 Other equip loads 3224 2165 Equip. @ 1.00 RSM 12125 Latent cooling 2390 TOTALS I 764 I 16815 I 14516 I 800 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightso ° 2025-Oct-01 10:14:24 ,.� .• . -.,..., Right-Suite®Universal 2024 24.0.03 RSU20822 Page 4 ...Sound Avenue\10530 Old Sound Avenue ManJSD.rup Calc=MJ8 House Front faces:NW N Basement 7" 7 , 6" 6" 6" 7„ 8 x 8 14x8 24x8 32x8 6" Ix 6„ s" BASEMENT 4" 7, Mechanical Legend �] Sheet Metal Supply Trunk Shot Metal Return Trunk � -----_____. ` --"--Flex putt Supply GrillerRegister GriilelRegisierAbDve- Wall Grdlleftgister Job#: 10530 Old Sound Avenue Home Energy Solutions Scale: 1 : 80 Performed by Jonathan Vasquez for: Page 1 10530 Old Sound Avenue 187 E Main St RightSuite®Universal 2024 Mattituck,NY 11952 Huntington,NY 11743 24.0.03 RSU20822 Phone:631-673-0664 2025-Oct-01 10:14:39 home-energysolutions.com gdlamay3@gmail.com ...0530 Old Sound Avenue ManJSD.rur N 1st Floor AHUTAST FLOOR ®133 cfm F®-* 133 cfm T 79 cfin, LAUNDRY LIVING/DINING 102`t", F 79 cfin 131 cfin 917 cfin KITCHEN y� 20 X 10 90 cfm ENTRY STER BATH CI. STUDY 58 cfm POWDER 62 cfin f 293 cfm 41 cfmA- ®90 cfm Mechanical Legend MASTER BEDROOM -� Sheet Metal Supply Trunk �- - - - -- - Sheet Metal Return Trunk 113 cfin Flex Duct y Supply GrillelRegister 113 cfin CM GritlelRegister Above Wall GNIVRegister Job #: 10530 Old Sound Avenue Home Energy Solutions Scale: 1 : 80 Performed by Jonathan Vasquez for: Page 2 10530 Old Sound Avenue 187 E Main St RightSuite®Universal 2024 Mattituck,NY 11952 Huntington,NY 11743 24.0.03 RSU20822 Phone:631-673-0664 2025-Oct-01 10:14:39 home-energysolutions.com gdlamay3@gmail.com ...0530 Old Sound Avenue ManJSD.rul 2nd Floor BEDROOM 3 114 fm AHU2-2ND FLOOR 7.. AI"II ATTIC 114 cfm 112 cfm 1 18 ctin 7 cfii 7 118 ctin A Roil etln 3�cfm 6x10 1(1 1n 6x10 4 7' 112 cfm BEDROOM 4 BEDROOM 2 HALL BATH 2 ATTIC Mechanical Legend Sheet Metal Supply Trunk Sheet Metal Return Trunk Flex Duct Supply Grille/Register GrillelRegister Atwve F Wall GrilletRegister Job #: 10530 Old Sound Avenue Home Energy Solutions Scale: 1 : 80 Performed by Jonathan Vasquez for: Page 10530 Old Sound Avenue 187 E Main St Right-Suite(l)Universal 2024 Mattituck,NY 11952 Huntington,NY 11743 24.0.03 RSU20822 Phone:631-673-0664 2025-Oct-01 10:14:39 home-energysolutions.com gdlamay3@gmail.com ...0530 Old Sound Avenue ManJSD.rul Manual S Compliance Report Job: 10530 old Sound Avenue Date: 9/30/2025 H f is I e�`;'Y ��1.E �N , A H U 1-1 S T FLOOR By: Jonathan Vasquez -�.. n Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 10530 Old Sound Avenue, Mattituck, NY 11952 Gooling, Equipment Design Conditions Outdoor design DB: 84.2'F Sensible gain: 19993 Btuh Entering coil DB: 77.0'F Outdoor design WB: 71.4'F Latent gain: 6417 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0°F Total gain: 26410 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Armstrong Model: 4SCU16LE130P-**A+7EC30/36BX-0*+A96UH1E070B12+TDR Actual airflow: 1000 cfm Sensible capacity: 19600 Btuh 98% of load Latent capacity: 8400 Btuh 131% of load Total capacity: 28000 Btuh 106% of load SHR: 70% Heating, • • Design Conditions Outdoor design DB: 7.3°F Heat loss: 29950 Btuh Entering coil DB:1 66.7°F Indoor design DB: 72.0°F J Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Armstrong Model: A96UH1E070B12** Actual airflow: 1200 cfm Output capacity: 64000 Btuh 214%of load Temp. rise: 49 'F Meets all requirements of ACCA Manual S. wrigt>ttsoft 2025-Oct-01 10:14:24 Right-Suite®Universal 202424.0.03 RSU20822 Pagel ACCX ...Sound Avenue\10530 Old Sound Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Manual S Compliance Report Job: 10530 Old Sound Avenue Date: 9/30/2025 E1 r ENERGY s,I A H U2-2ND FLOOR By: Jonathan Vasquez i�i'ibv: Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 10530 Old Sound Avenue, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 12125 Btuh Entering coil DB: 79.6°F Outdoor design WB: 71.4°F Latent gain: 2390 Btuh Entering coil WB: 64.7°F Indoor design DB: 75.0°F Total gain: 14516 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Armstrong Model: 4SCU16LE118P-**A+7EC24BX-0*+A96UH1E045B12+TDR Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 104%of load Latent capacity: 5400 Btuh 226%of load Total capacity: 18000 Btuh 124%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 7.3°F Heat loss: 16815 Btuh Entering coil DB: 67.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Armstrong Model: A96UH1 E045B12-** Actual airflow: 800 cfm Output capacity: 43000 Btuh 256% of load Temp. rise: 49 °F Meets all requirements of ACCA Manual S. 'lam _nl�_ wrightsoft„ 2025-Oct-01 10:14:24 Right-Suite®Universal 2024 24.0.03 RSU20822 Page 2 Sound Avenue\10530 Old Sound Avenue ManJSD.rup Calc=MJ8 House Front faces:NW Duct System Summary Job: 10530 Old Sound Avenue Y Date: 9/30/2025 A H U 1-1 S T FLOOR By: Jonathan Vasquez Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 10530 Old Sound Avenue, Mattituck, NY 11952 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.46 in H2O 0.40 in H2O Available static pressure 0.34 in H2O 0.40 in H2O Supply/return available pressure 0.189/0.151 in H2O 0.222/0.178 in H2O Lowest friction rate 0.064 in/100ft 0.076 in/100ft Actual air flow 1200 cfm 1000 cfm Total effective length (TEL) 528 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk CL h 1150 58 31 0.077 5.0 Ox 0 VIFx 15.0 230.0 st3 ENTRY h 1228 62 18 0.075 5.0 Ox 0 VIFx 43.3 210.0 st3A KITCHEN h 1558 79 74 0.085 6.0 Ox 0 VIFx 11.0 210.0 st3 KITCHEN-A h 1558 79 74 0.085 6.0 Ox 0 VIFx 23.0 200.0 st3 LAUNDRY h 2014 102 71 0.083 6.0 Ox 0 VIFx 13.0 215.0 st3 LIVING/DINING C 2450 124 133 0.071 7.0 Ox 0 VIFx 45.8 220.0 st3B LIVING/DINING-A C 2450 124 133 0.073 7.0 Ox 0 VIFx 40.0 220.0 st3A LIVING/DINING-B C 2450 124 133 0.064 7.0 Ox 0 VIFx 53.3 240.0 st3B MASTER BEDROOM h 2219 113 76 0.083 7.0 Ox 0 VIFx 37.0 190.0 st3 MASTER BEDROOM-A h 2219 113 76 0.075 7.0 Ox 0 VIFx 26.8 225.0 st3 POWDER h 814 41 32 0.087 4.0 Ox 0 VIFx 38.0 180.0 st3 STUDY h 1772 90 75 0.075 6.0 Ox 0 VIFx 50.5 200.0 st3A STUDY-A h 1772 90 75 0.069 6.0 Ox 0 VIFx 45.0 230.0 st3B SupplyTrunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 1200 1000 0.064 900 17.1 8 x 24 ShtMetl st3A Peak AVF 615 566 0.064 791 17.1 8 x 14 ShtMetl st3 st3B Peak AVF 339 341 0.064 767 17.1 8 x 8 ShtMetl st3A W rightsoft, 2025-Oct-01 10:14:24 � u, •, _. ,_ Right-Suite®Universal 2024 24.0.03 RSU20822 Pagel Jec-x ...Sound Avenue\10530 Old Sound Avenue ManJSD.rup Calc=MJ8 House Front faces:NW TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 283 182 203.5 0.074 638 9.0 8x 8 ShMt rt1 rb1 Ox 0 917 818 235.0 0.064 660 15.6 1 Ox 20 ShMt rrs1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rrs1 Peak AVF 917 818 0.064 516 15.6 8 x 32 ShtMetl rt1 rt1 Peak AVF 1200 1000 0.064 675 15.6 8 x 32 ShtMetl wrightsoft, 2025-Oct-0110:14:24 Right-Suite®Universal 2024 24.0.03 RSU20822 Page ...Sound Avenue110530 Old Sound Avenue ManJSD.rup Caic=MJ8 House Front faces:NW r ! Duct System Summary Job: 10530 Old Sound Avenue E I S At F. E N E R G=Y Date: 9/30/2025 A H U2-2N D FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 10530 Old Sound Avenue, Mattituck, NY 11952 Heating Cooling External static pressure - 0.60 in H2O 0.60 in H2O Pressure losses 0.30 in H2O 0.28 in H2O Available static pressure 0.30 in H2O 0.32 in H2O Supply/return available pressure 0.234/0.066 in H2O 0.250/0.070 in H2O Lowest friction rate 0.108 in/100ft 0.115 in/100ft Actual air flow 800 cfm 600 cfm Total effective length (TEL) 279 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk BATH 2 h 599 35 20 0.108 4.0 Ox 0 VIFx 22.8 195.0 st1A BEDROOM 2 h 2011 118 107 0.108 7.0 Ox 0 VIFx 36.8 180.0 st1A BEDROOM 2-A h 2011 118 107 0.111 7.0 Ox 0 VIFx 35.6 175.0 st1A BEDROOM 3 h 1932 114 83 0.120 7.0 Ox 0 VIFx 25.0 170.0 st1 BEDROOM 3-A h 1932 114 83 0.127 7.0 Ox 0 VIFx 34.0 150.0 SO BEDROOM 4 h 1903 112 78 0.138 7.0 Ox 0 VIFx 14.5 155.0 st2 BEDROOM 4-A h 1903 112 78 0.133 7.0 Ox 0 VIFx 16.0 160.0 st2 HALL h 1300 77 44 0.129 5.0 Ox 0 VIFx 21.8 160.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1A Peak AVF 272 234 0.108 653 10.0 10 x 6 ShtMetl st1 SO - Peak AVF 576 444 0.108 829 10.0 10 x 10 ShtMetl st2 Peak AVF 224 156 0.133 538 7.5 10 x 6 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 800 600 61.0 0.108 573 16.0 Ox 0 VIFx wrightsoft- 2025-Oct-0110:14:24 w .• v, .�..s..,.., Rig ht-Suite®Universal202424.0.03 RSU20822 Page3 ACCX ...Sound Avenue110530 Old Sound Avenue ManJSD.rup Calc=MJ8 House Front faces:NW D E C P ., =,E , S E P � 1 9 L-t 2025 9/11/2025 � ,n NICOLE SLICK Service To: PO BOX 1407 10530 SOUND AV SOUTHOLD,NY 11971 MATTITUCK,NY 11952 Customer Project#:900000226704 Dear NICOLE SLICK: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753) requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI 0 l5 Vu' 15 nationalgrid .� S E P 1 1 2025 l3rJH6h7g Dep-')d-!Ment September 9, 2025 Nicole Slick 10530 Old Sound Ave Mattituck, NY 11952 Email: SLICKFAM(o)-GMAIL.COM; SCOTT@NFWOODWORKS.COM National Grid WO#T102694613- 10530 SOUND AVE, MATTITUCK To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on September 5, 2025. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York 811 at least 2 full business days, not including the day of contact, prior to digging by calling 811 or by using the website httDs://nefflLork-81 1.com/. This confirmation letter of a gas cut-off service line to the subject property does not relieve the excavator of contacting NY 811. l If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Christina M. Bonelli Sr. Supervisor, Central Processing Gas Customer Connections FIELD INSPECTION REPORT DATE COMMENTS 41 FOUNDATION (1ST) _ vx -- -------------------------------------- FOUNDATION (2ND) p z 0 vM Q U ROUGH FRAMING& PLUMBING f - r INSULATION PER N.Y. - STATE ENERGY CODE At r • � � FINAL ADDITIONAL COMMENTS L r � o � z x . o b O�tgOFF04tcoG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ca Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldton=.gov f Date Received APPLICATION FOR BUILDING PERMIT or Office Use Only PERMIT NO. Building Inspector: JUN — 3 2025 Applications and forms must be filled out in their entirety. Incompleteuiittinci !r �<<lleilt applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: p 2 25 OWNER(S)OF PROPERTY: Name: SCTM# 1000- 122.-2 —15 Project Address: 105 _O1depou Phone#: 5 _ 10 Email: Mailing Address: CONTACT PERSON: Name: Mailing Addres _ .s:..__. .k Phone #:__031 _. 2 _ 71 _..._ ._ _..... __._._._.__.._._.r_____. Ema..il.:0 ..-cC01 _@-NE_00a WerX .Coan DESIGN PROFESSIONAL INFORMATION: Name: _ __-_.-___._------_-__--.----__-_--- Mailing Address:,, ___.._. .. .__rox_ -__ Phone#-_( 31 . 3 2_5-oq 29 __ .... Email: 1� I o. - ors . e. t - - CONTRACTOR INFORMATION: -Name:--------- Nor*,-. For1 Mailing Address:• Phone#: ', Email: _ (o [ _2q_ -_ZgQo-- _.__ ___ _-- _ _ -. -._-_ _. _ e . � F - rk- - - DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair MDemolition Estimated Cost.of Project: ❑Other $ (ol(n.825Co . Will the lot be re-graded? []Yes [Ao Will excess fill be removed from premises? ❑Yes No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print n ► u, ❑Authorized Agent Owner aanat s /2 ..(,1�i�- __.__... / Signature of Applicant: De: STATE OF NEW YORK) SS: COUNTY OF 1 ) �j 4 C 6 le_ 00 1 :5)�Ck- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 , 20�� gY;rf►''�,,^ Notary Public ^ :•NO,01GL6437877�� OUALIFIED IN suCE fXP, COMM.MM. xp. PROPERTY OWNER AUTHORIZATION � ' IS �*�, oa oe-zoza (Where the applicant is not the owner) ^.� rat•' .�... y0�� 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 O FF!►l� `� �� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o. ,g Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh south6idtownny.aov - seandO-southoldtownnv.-q v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: • �, ,� l CC-TIf Cry Yitvib Ll-7uT7lU '7 OV Electrician's Name: glc GIddLL��na License No.: Elec. email: 4k&A►T L ;"c.(Z (f-7✓ 41L . COM Elec. Phone No: El request an email copy of Certificate of Compliance Elec. Address.: P. O. - OA-1 893 Tlck JOB SITE INFORMATION (All Information Required) Name: S&e-W►IG .- gicaL.0 5LlCp Address: Vs .ivy 11,75 Cross Street: pv�cz, Rou Phone No.: (5--85) Bldg.Permit#: `D-aQ514 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): AJEW N,ouSC Sul c-5> Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ S NO ❑Rough In Final Do you need.a Temp Certificate?: YES❑ NO Issued On Temp Information: (All information required) Service Sizet!rlphF-13 Ph Size: 9,00 A # Meters f Old Meter# dNew Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect Underground❑Overhead # Underground Laterals 1 2 H Frame 0 Pole Work done on Service? Ky N Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD t o Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 o Telephone 631 765-1802 h Temporary Certificate # Date2KJ�LWbLl' ! 2025 Customer Name 1'� Electrician Name U(rach-icai gLi InC Address Phone e-mail e-mail - Phone `) - 11 License# L _ (0059 L4 Size_gh(D A Phase Overhead Underground #of Meters Remarks #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 verificati- is valid for ays from th date ab e. Authorized by SURVEY OF: PROPERTY LOCATED AT MATTITUCK TOWN OF SOUTHOLD E N U E CFT. leee-122OML # NEW YORK D A S v � N AREA = 26.896.5 SF. s SCALE: 1"=30' 13�33�1�„E 2�0 G p'`jl� 26 6 NOTE: THE EXISTENCE OF RIGHT OF WAYS. N 152 3�' POLE 26 WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. 2 a � ELEVATIONS REFER TO 1988 NAVD ELEVATIONS SHOWN THUS +++ POLE/ • TEST PIP �0 HOLE 26. Zh0 ' 2�} G� �a 6d �6,i9 PROP. ky�m GRAVEL pfi 2 2�. DRIVEWAY p F �. J 0 ` ZA9 i� 2rO6 ��' O 20 o:b C> 2 FF 0 TEST HOLE DATA '�' 2�. ���� p�`� 2`'� °.' (NOT TO SCALE) 6; I/A 0 D.6. ,L0• ,LQ• 0. F� --- BY: ROY K. REISSIG. PE � e• 2 F _ APRIL 26. 2024 n 10:00AM LP ---- -------- LAND N/F s LP a co Q ` 0.0'-0.3' TOP SOIL PT 3, Z� DONNA SMITH PROPOSED y SANITARY 19 2 = 0.3'-1.5' BROWN SILT SM JOHN HENRY MURPHY KIRBY SMITH EXP p? oR�Ewr� Wi s I— �v/ a- MEREDITH ELIZAB SMITH oa 2�6 w YC.T-Ts.� O BROWN SAND — PALE BROWN SP 05078? 8.0•-17.0' SAND AND GRAVEL SP FRAME h 15 6 \15 4AANp Sv NO WATER GAR. GARAGE ...........- 4.5'/E SURVEYED BY: mm PAUL BARYLSKI LAND SURVEYING UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION O SHED LAND N/F PATCHOGUE NY 11772 OF COPIES O1ON 7209 OF F THIS SURVEYEMAPWNOTTRK STATE BEAR BEARING THE LANION LAW.D SURVEYORS INKED y��p 1.5'/S DAWN WILLIAMS PHONE 6 31-2 9 4-6 9 8 5 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. S H O W N WILLIAMS GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO FAX 6 31-6 2 7-316 6 THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO P A U L B A R Y L S K I®YAHOO.C O M THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL J U N E 13. 2024 INSTITUTIONS OR SUBSEQUENT OWNERS. 5823 3-17-2025: PROPOSED RESIDENCE 6Q LATEST REVISION FOR THE 2020 RESIDENTIAL CODE OF 15.00 WATER AND SANITARY SYSTEM 17.15 Landings (Section R311) Stairways - a floor or landing to be provided at top and bottom - No landing required at GENERAL 5 P E G I F I GAT I O N 5 NEW YORK STATE AND ENERGY CONSERVATION 1.05 Flashing - Aluminum flashing, lead coated, flash all wall penetrations. Flash to of an interior stairway all corners. Flash all valleys, ridges, windows, door heads, and joints of dissimilar 9 p y supply g p y provided door does not swing over stairs. Exterior doors - a floor or required is CONSTRUCTION GODS OF NEW PORK STATE WITH ALL y g 15.01 Sewage disposal system and fresh water su I shall be desi ned and built g J required on each side of an exterior door- At other than the required exit door, a landing is not required .materials Termite Shield - Copper Kraft Paper in accordance with Suffolk County Department of Health. on the exterior tide of a door having two or fewer risers. Egress doors - a floor or landing shall not be more CURRENT SUPPLEMENTS than 1 1/2 in. loi,:wer than the to of the threshold - At 1.00 Survey data taken from survey: 16.00 MISCELLANEOUS p other than the required exit door, the elevation 2.00 SITE WORK 7.06 Caulking/sealant - as selected by Builder. different below the threshold of an exterior door is limited to 7 3/4", provided the door does not swing 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 7.07 Gutters and Leaders - .032" prefinished aluminum gutters. .024" prefinished aluminum 16.01 Extreme care and proper measures shall be used so as not to damage, bulge or over the landing (not applicable to storm doors). (Section R311.) tip walls due to anysuperimposed pressure, shoring, bracing, etc., shall be employed as required. All footings to bear can virgin soil, pressure assumed bearing cap 2 T5F. leaders. Color - white. To drywells if required. until the full dead load of the building is on the wall. Do not backfill against foundation 11.16 Emergency Escape and Rescue Openings (Section R310). Bilco enclosures with direct exterior access walls• until floors stem installation is complete. permitted if In compliance with requirements. 2.02 Backfill and compaction - use clean earth containing no organic matter, well graded. 8.00 DOORS AND WINDOWS y p 17.11 Stairway Treads and Risers (Section R311) Maximum riser height to be 7 3/4". Minimum tread depth Fill beneath structure shall be compacted to q5% density as per A5TM D 155*7 b.01 Openings for emergency use shall include doors or operable parts of windows located 16.02 Where drawings are in conflict with other drawings or details, the contractor shall notify to be 10". 5rairway width - stairways to be a n.Wmum of 36" in width at points above the Method D. Backfill shall not be pllaced against the existing foundation walls until the as to provide unobstructed egress to legal open spaces. Such openings shall not the ?rchitect for clarification. Do not scale drawings. permitted) handrail height. Handrails may project a maximum of 4 1/2" on one or both sides of concrete is of a sufficient strength and the walls are braced at both top and bottom E stairways. Minimum clear stairway width at and below the handrail height, including treads and - impede egress in an emergency, shall have a minimum area o�. 5.7 sq. ft. with a min. 16.03 The architect will not have control or charge of and will not be responsible for construction by framing lumber or temporary bracing. height of 24" and a min. width of 20" with bottom of openings no hi her than 44" above means, methods, techniques, sequences and programs or for safety and binding', to be: 31 1/2" with handrail on one side only, 27" with handrails on both sides. 99 q q p g y precautions and programs Within each flight, maximum variation of 3/8" between greatest and smallest riser heights.2.03 Drainage at footings - as required 4" diam. perforated plastic pipe to d well if soil finished floor in all above grade stories. All glass within 1 b" of floor to be safety glass. in connection with the work. g 9 Within each ii ��t, maximum variance of 31b" between greatest and smallest tread depths. Stairways with g g q p p p p Grade floor openings should have a min. net clear opening of 5 sq. ft. ' � g conditions require it. Backfill shear)) not g placed against the existing foundation walls 16.03a. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations solid risers to have nosings of a minimum of 3/4" and a maximum of 1 1/4". Nosings not required until the concrete is of a sufficient strength and the walls are braced at both top and o o g p y g for treads at least 11 in depth. �� bottom by framing lumber or temporary bracing. b.02 Minimum window requirements per room is b/o of floor area for light and 4/o for and lawful orders of any public authority bearing the performance of the work and shall promptly _ p (Open risers cannot permit the thru passage of a 4 sphere.) 3.00 CONCRETE ventilation. notify the architect if the drawings and specifications are at variance herewith. 11.1 S Stairway Height (Section R311) Min. headroom of 6-5" for stairways and landings. Headroom height 16.03b. OL;jrer and contractor shall indemnify and hold harmless the architect and their agents and measured. vertically from sloped plane adjoining tread nosing or from floor surface of b.03 Doors and windows to be insulated glass. e �� �k� ees from all claims, dams p g y landing or any platform. accessible s r " g 3.01 Concrete work shall conform to American Concrete Institute Standard. p, y damages, losses and expenses including but not limited to attorney y p pace under stairs to receive 1/2 wb. fc�es arising out of or resulting from the performance of the work provided that any such claim, �, 8.04 Entrance doors to conform to NY5 Energy Code. 17.1 q Special ..tairways (Section R311). Winders to have minimum tread width of 26". 3.02 Concrete shall be a min. 3000 psi class @ 2b days unless noted otherwise. Porches damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death or to injury Tread depth to be at least 6 3/4" at walkline. steps, steps, garage floor to be 3500 psi. to destruction of tangible property (other than the work itself) including the loss of use resulting there 8.05 Garage doors to be rated for current/applicable wind load. from and (2) is caused in while or in part by any negligent act or omission of the contractor, any sub- 3.03 Reinforcing Rods - A5TM A-305:; 6/6 x10/10 WWF A5TM A-185. Reinforcing 17.20 Smoke Alarms (section R313) Where multiple smoke alarms are required, interconnection is required. contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them Smoke alarms to be located, in each sleeping room, outside of each separate sleeping area in Ob Guards shall be provided in accordance with Section R312 in footings only where variation in S. p soil conditions require, and where soil does not may be unable, regardless whether or not it is caused in part by a party indemnified hereunder. the irnmedi-:;te vicinity of the bedrooms, on each additional story of the dwelling, including basements and cei��. =;, on each level in split level dwellings where an intervening door is located between provide 2,500 psi or noted otherwise. 16.04 Architect is not engaged for supervision in any capacity unless otherwise noted. the adjacent levels. An alarm located only on the upper level is permitted where there is no interveningdoor between the adjacent levels and the lower level is less than one full story 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and the upper level. Any alteration, repair, addition or conversion to an existing dwelling requiring a building 3.04 Formwork shall be well braced trrue to dimension, level and plumb and foundation J ry below has been designed for grades less than 5%. the owner. Architect to be notified in writing of all changes prior to and during con- ermlt now requires that all sleeping rooms in the house be P q p g upgraded with hard wired & interconnected struction. This drawing is an instrument prepared to facilitate construction and shall not smoke alarm. . 3.05 Vapor Barrier 4 mil. polyethylene: sheet lap all edges 6". Membrane waterproofing be construed as a contract between the builder and the owner. Federal, State and Local shall be installed on all sub-surfance exterior foundation walls. zoning and building code compliance shall be the responsibility of the contractor. 17.21 Hand ails Size (section R311) Two methods prescribed with option of accepting handrail with equivalent graspability. Type 1 rails - if circular cross-section„ diameter of 1 1/4" to 2"; 3.06 Footings at different levels shall the stepped and the step rise and run shall be a 16.06 T;-,is structure has been designed in accordance with the NY5 Energy Conservation code, if nonsircular rail, crass-section of 2 1/4" maximum with perimeter of 4" to 6 1/4". Type II p residential code in NY5. rails -perimeter dimension exceeding 6 1/4", graspable finger recess to be provided on maximum slo a of 1 vertical to 2 horizontal. both sides of rail, with specific dimensional criteria set forth in code. u w Y % • 8.07 Section TM 2012 Window opening control devices shall comply with 17.01 AIII erwe'ope systems shall be in accordance with the latest revision of the NY5 Energy Conservation Code. 1'1.22 Handrails (Section R311) Located at 34" vertical) y above nosing of 4.00 MASONRY operation torelea e The itheocont of devicew opening device,the window required for stairs of four or more risers. Handrails to be continuous fulllength of stairs from handrailn. of one point p 9 � 9 p 4.01 Concrete Masonry Units shall meet A5TM C-CIO grade A; solid block A5TM G-145 to fully open, shall not reduce the net clear opening area of the 17.02 Firreplac;e construction shall be in conformance with Sec. R1006. Air leakage with glass directly above top riser of a flight to a point directly above lowest riser of a flight - may be interrupted grade B. Shapes as required; 20 days old before installation. Minimum net window unit to less than the area required by Section R310. eridosur-1 and doors outside air supply shall be provided as per N1102.4.2. by a new post at a turn, volute or turnout permitted over lowest tread. Guards (Section R312) Railing is to be compressive strength of block to be 2500 psi. I a min. height of 36" where porch, balcony, landing or raised floor surface located more than 30 in. 151.00 FINISHES 17.03 Gtuard rails where required . (5ectionR312) above floor or grade below. 4.02 Parging - 1 coat Portland cement parging on above grade GMU. Sponge finish X" at masonry walls below grade. q.01 Drywall - A" tapered edge gypsum board, applied, taped and finished as per U5 11.04 The code describes the height of a building as the vest. distance from the grade plane to the 11.23 Draftstopping and Fireblocking (Section R302) Where a floor membrane above and Gypsum Company recommendations. Use water resistant type as substrate for avg height o;th.: highest roof surface. Grade plane is lowest point of grade from any distance 6-0 ceiling membrane below create the concealed space in a floor/ceiling assembly, draftstopping 5.00 METALS ceiling as per NY5 Building Code. away from house. to be provided under following circumstances: ceiling suspended under floor framing, floor framing corn,-A.rocted of truss-type open-web or perforated members. Materials for draftstopping 5.01 Anchor bolts shall be 5/8" diameter embedded 7" in poured concrete and 15" in 11.05 Attic a cess openings must be a minimum of 22" x 50" with a min. of 30" unobstructed headroom to be adecl?.;: :-�y supported and installed parallel to floor framing members unless otherwise p 10.00 CA5T-IN-PLACE CONCRETE above (S507.1) approl`:t!e.. .r gypsum board, 3/8" wood struuural panels, 3/5" Type2-M-W particleboard unit masonry. Min (2) anchor Molts per section of plate. 12" from each end with inter- mediate bolts as per chart on seet A-2.. 10.01 All reinforced concrete shall be furnished and installed in accordance with the other current ACI-315 "Building Code Requirements for Reinforced Concrete." 5.02 Metal Joist Hangers and Ty-Dorwns shall be used at all joists with direct bearing. 11.06 Illumination (Section R303). All interior and exterior stairs to be provided with illumination, inc!-:ding 1b GA galvanized steel. Use alll nails provided by manufacturer. By Simpson or equal. 11.00 FOUNDATION NOTES landings and treads. Interior stairs light source to be in immediate vicinity of each stairway landing5EE HER5 RATER tl over each stairway section (minimum 1 foot candle). Exterior stairs light source to be in ENF:= R(5Y CODE REPORT All framing to receive hurricane, clips and tie-downs as per sheet A-2. or d,�..c y y immediate vicinity of top landing of stairway (bottom landing for basement stairways). Light activation 11.01 The presumptive soil bearing capacity is assumed to be (2) T5F for all footings. - 5.03 Nails - number and type for each application as called for in the WFGM (see sheet A2). devices to be located at both top and bottom of interior stairs; located within the dwelling unit for 11.02 Filled subgrade below floor and footings shall be compacted to be 115% of the exterior stain (continuously illuminated or automatically controlled also permitted). Exterior decks with x'eter Podlas Architect certify that these plans as modeled modified proctor. stairc�ses'ilght switch at top and bottom of stairs. meets or exceeds all requirements of the 2020 RG NY5 & 6.00 WOOD 11.01 i^:"u.,ever an alteration is made to a residence, the entire residence has to have hardwired smoke 20:f?.z7 NY5 EGCG and all current energy codes specific to the 11.03 Provisions must be taken to protect all concrete work from frost damage with special detec`om installed (Section R314). `n%:al jurisdiction in which this home is built. I further attest that 6.01 Sill Plate - MCA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfrlling and enclosing the building. the certified Home Energy Raters report,supercedes Termite shield - Copper Kraft 17.0a Exteior frame walls with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (Section R302). my RE5 GHK & adheres to the requirements of the 2020 EGCG 11.04 The maximum vertical distance measured from the top of a basement floor slab to as per his required submitted analysis and certification. 6.02 Floor, ceiling joist, roof rafters and girders - same grade and construction as for outside finished grade shall not exceed the following. 17.0q Lartw,-ngs at exterior doors. structural lumber noted below ('6.0b). (5e Type of Wall Height r!,- R ri 3 11 - - - 8" block w/#5 rods @ 48" o.c. 8 ft. 17. - 10 Light,Ventilation and Heating (Section R303) Habitable room to be provided with aggregate 6.03 Bridging - wood cross bridging as required by code. 8-0 O.G. b" block w/#5 rods @ 40" o.c. q ft. glazira area of at least b percent of the floor area of the rooms. Exterior glazing not required FI R5T FLOOR 1677 5Q. FT. concrete (unreinforced) max unbalanced backfill hgt 7 ft 6.04 Roof Trusses - designed and manufactured to meet all applicable codes. Provide b" concrete 5' wall (reinf.) #4@ 40" OG Vert.,#4 within top 12" and at midpoint in rooms with artificial light capable of avg. illumination of 6 ft. candles at 30" above the floor. 5EGON D FLOOR OLItdor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of bbq 5Q. FT. shop drawings sealed by a Professional Engineer; fabrication certified by engineer max. unbalanced backfill hgt 8 ft. p prior to installation. b" concrete q' wall (reinf.) #6@36" oc vert., #4 within top 12" and at 1/3 pts, max. the rc)ms• DECK q0 50. FT. 6.05 Floor Deck - 5/5" plywood, standard G-D-X DFPA, direct bearing at edges. Provide unbalanced backfill hgt. bft. PORCH 110 5Q. FT. %" plywood finish underlaymeint below all vinyl flooring or equal. Glue to joists. 10" concrete 10' wall (reinf.) #6 @34" oc vert. max. unbalanced backfill hgt. CI ft. 17.11 Geiiirci sleights (Section R305) Minimum ceiling height of 7'-0" to the lowest projection required for haoitnrae rooms. Minimum ceiling height of 7 ft. permitted for: hallways, bathrooms, laundry 12.00 MA50NRY rcarZ, and basements Habitable basements areas, with reduction to b'-8" at beams, ducts and other b.Ob Roof Deck - %" plywood G-D-X; DFPA, exterior glue. --_- -- --_ 6.07 Sheathing - 1/2" plywood G-D-:X DFPA exterior glue 12.01 Concrete masonry units (GMU) to A5TM G-q0. oedsuLl ,fnoto 6'4" at�b beurn ams, ducts ght of bet, permitted in nonhabitable areas of basements and hallways, with • This drawing has been 145 Sections 7200-720gropthe NY accordance with the provisions of Title YII, Article 9 p 9 5 Education Law. It is a violation of said law for 6.08 Wall Studs - 2 x 6. Bee framirng and plans for spacing. All structural lumber shall 12.02 Minimum net compressive strength shall be 2,000 psi. 11.12 5anl`al.!on (R306 and R307). Toilet, bath and shower spaces to be provided with fixture any person, unless he/she is acting under the direct supervision of a licensed have 1100 fb bendingstress; 1,,600,000 modulus of elasticity and max 1 q% moisture professional Architect to alter any portion of this drawing in any way. If any part of y clew a ices and clear floor space as shown in Fig. R307.2. Shower compartments to have this drawing is altered, the altering Architect shall affix to the item altered his seal and content, Doug Fir No. 2 unless noted otherwise. 12.03 Mortar to be type "N". compressive strength to be 2,000 psi. nc,rirhorbent surfaces to a minimum height of 6 ft. above the floor the notation altered by„ followed by his signature, the date of alteration and a 6.0q Siding HardiPlank Clapboard aver Tyvek building wrap 1-1.13 Hazr:;r�cous Locations (Section R30b) Specific hazardous locations where specific description of the alteration. 12.04 Provide "Dur-o-wall" standard gauge or equal in all walls over 6 courses high. j glazirac to comply with provisions for human impact loads: Glazing in side-hinged swinging doors • This drawing has been prepared for the specific project indicated, and is an b.10 Plywood - all plywood used strructurally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES (otherhan jalousies) Glazing in f,,:<ed and sliding panels of sliding door assemblies. Glazed panels all other requirements of applicable U5 Commercial Standards for the type, grade in sli--iIrg and bifold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging instrument of service copyrighted by, and the sole property of Peter T. Podlas, PC. and species of plywood and shall be so identified by an approved testing agency. 13.01 Steelwork in general shall conform to the currents specifications for the design, r_ This drawing may not be copied or used, in whole or in part, by any party without the g p g doo.. grazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs expressed written consent of Peter T. Podlas, PC. Infringements or any use of this fabrication and erection of structural steel for buildings adopted by the A15C. aid is lwers. Where any part of building wall encloses such compartments, glazing within 60" drawing for any other purposes will be prosecuted to the full extent of criminal and 6.11 Provide double joists under all parallel partitions. r;.,.,. I vzr above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking 13.02 All structural steel shall be in accordance with the A5TM specifications, A36 sir t; ft. horizontally out.) See Figure in Section R308 civil law. Possession of any copy of this drawing not containing this notice or the 6.12 Provide (2) 2" x 10" headers miin. over any window, door opening or any opening with a strength of 36,000 psi. Architect's seal and signature, in red ink, will be grounds for prosecution. with double uprights, q'-0" and over with triple uprights, unless otherwise noted. 17.14 Actor ,atic Fire, Sprinkler System NOT required to be installed (Section R313) • There shall be no master filing of this plan with any building department and shall See Header Schedule A-2 '13.03 All connections except as noted on plans and details shall have bolted or welded deem the plan to not be valid, sealed and signed plans are good for one calendar connections as in the latest edition of the A15G manual. year from the date listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beams and LVL products ore equal. All joists, girders and headers shall have bearing stiffeners « This plan is for the building lot address bellow and is for a one time use Dated p q 1 9 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. 04/2.8/25. Address:10530 OLD BOUND AVENUE, MATTITUGK, NY installed as per manufacturers recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. Handling, storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Review Board components shall be as per manufacturer's recommendations. P p plywood, roof trusses, and sheathing are in place. ,-� rn�,r} ,; , �, �, GENERAL NOTES & 7.00 THERMAL AND M015TURE P'ROTEGTION r °` ` ;. SPECIFICATIONS NOTICE: BUILDERS PLANS P•�, 7.01 Dampproofing, brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL �'` • �.. ,t .;` ,_ The Contractor warrants to the Architect that he possesses the particular competence and skill in ,1 t,° M R. & I'i R5. 5L 1 GK grade walls. Also add vapor b>arrier as per 3.05. construction necessary to build this project without full engineering and architectural services, and, F� Ql r 14.01 Shall conform to the latest revision of the National Electric Gode, the Local Powerfor the reason that the Contractor wishes to rel u on his own com etence, the Contractor or Owner a y=�, i % Bill - ssi I fiberglass Company and all applicable local regulations. - All 7 02 5 Seal 1/2 x 5 1/2 compre: b e berglass beneath all exterior sill plates. p y pphas rE tutted the Architect's scope of professional services. In reliance on the Contractor's warranty �,s ^r_ 'nd ai the express request of the Contractor or Owner,the Architect has under taken a limited scope <.,- i++ ,tiT PETER T. PODLA 1.03 Insulation - See Building Section & HERS RATERS REPORT 14.02 Provide clock type day/night thermostat. of prL:fessional services.The construction documents provided by the limited services shall be termed ARCHITECT" Buil%crs Plans"in recognition of the Contractor's sophistication. Construction will require that the �' Box�o5e,REMSEMBUR6,NY 11960 691-325-0929 Contractor adapt the Builders Plans to the field conditions encountered and make logical adjustments - - - -- -- - - - - - -- - 14.03 Provide smoke detectors as per NY5 building code. in tit,form, dimension and quantity that are treated only generally by the" Builders Plans". In the event DATE 04/28/25 7.04 Roofing - 30 year arch. shinglJe with b nails per shingle additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of1 14.04 Kitchen and bath to have exhaust fan as per NY5 building code. the new project, he shall immediately notify the Architect. Failure to give a simple notice shall relieve the 5GALE: AS NOTED Al Architect of responsibility for the consequence. Page 1 of 10 Ground Snow Load Ultimate Wind Exposure �_mile of coast? Double Plate Splice (25q) Nailing Schedule Table 5.1 (114) 30 P5F '1� 30 or 140 LBJ G, D Yes�or No , ,1 1 GENERAL 5PECIFICATIONS For exposures B , C , D „ # # nail spacing , Approximate Distance from Windborne Debris Protection BuildingDimension 41 x 47 Min. Splice Length 4-0 Joint Description common — - (ENGINEERED DESIGN PER A5GE/5E1 .41-23. ��� 6 2025, p 9 box 1 Avg. High Tide Mark Required R00; FRAMING nails 5TANDARD FOR NINO DESIGN HOOD FRAME NAIL SPACING for Wall SheathingCHART B blocking to rafter - toe nailed 2-bd 2-10d each Less than 1 mile " Yestor No g 2-16d 3-16d each CONSTRUCTION MANUAL 2021) � —J xposure"B°-__.__-_-_---4_-perimeter sheets interior_sheets ---- ____-_ rim board to rafter -end nailed Greater than 1 mile j 130 mph edge 6"OC edge 6"OG end Weathering Seismic Termite Frost Line Depth interior 12"OG interior 12"OG WALL~ FRAMING Severe C` Category B Mod/Heavy 36" ----- - ---- - - - ---- - - - top plate to top plate - face nail 2-16d 2-16d per foot -- 140 mph edge 6"OG edge 6"OG top plates @ intersection - face 4-16d 5-16d ioints-each side ; interior 12 OG interior 12 OG - 2-1 bd ''. ��`e ' _Ni - = — stud to stud face nailed 2-16d 24 OG -� ,Flood Hazardnter Design Temp• Ice Shield Underlayment 1-16d header to header - face nailed 1-16d 16" oc along ° 2-16d .. ;. ,.,e... . . . Exposure "G" 4' perimeter sheets interior sheets top o; bot. plate to stud - end nail 2-16d per stud<` Yes or No 11 degrees N/A 130 mph edge 61106 edge 6110G bottom plate to floor joist, band Decoy p 9•Aspect Ratio (L/W) Max. Bldg. Dimension = W interior 12110G interior 12"OG joist, endjoist or blocking 2-16d 2-1 bd per foot Site Information 47x41 140 mph edge 6"OG edge 6"OG FLOOR FRAMING - w Slight to Min. 1:4, Max4:1 Actual Bldg. Dimension �. ress• ' 7 �30 cud its Ave, a1�a—�ftrt�� ' '� interior 6"OG interior 12"OG oist to sill,to late or irder -toe , Nerl York, 7 7 9 52 Moderate Actual 1 / 1.1 J p p 9 4-5d 4-10d per Joist Anchor Bolts (158 ) bridging to joist - toe nailed 2-bd 2-10d each end i I � Roof Live 20PSF Elevation: 2 It (r�,AVD a8) Exposure "B" 130 mph 140mph blocking to joist - toe nailed 2-gd 2-10d each end blockin to sill or to late - toe140.9 a- -_._... ....... ........._.A w._..._ a,_ ... w ..� _ Roof Dead Load 20PBF 1st Floor Live 40 PSF, Dead Load 15 P5F g p p 3-1bd 4-16d each block �� : 4 9S44 Ground Snow Load 20 psf 2nd Floor Live 30 P5F, Dead Load 10 P5F 5/8" Diameter 30" OG 30" OG ledger strip to beam - face 3-16d 4-16d each joist - _...... _. .,... - - - ----- — --- - --- joist on ledger to beam - toe 3-Sd 3-10d per joist Long: :- 2. e f 3 _ �� band joist to joist - end nailed 3-16d 4-16d per joist ....4•.. .. ....�__.. e_.:..-..- ......�,+_Spans Exposure B, G, D Douglas Fir#2, Flo = 850 .psi, E- 1,600,000 2q 1 Ex osure G 130 mph 140mph I p P 2-16d 3-1 bd per joist �t� `' � '�`EI �' ' °' p p p band joist to sill or to late Standard rd , ASCEa S �_2/ 2x6 2x8 2x10 2x12 Rafters 12"oc 12-6 15-10 1 CI-4 22-5 51b" Diameter 30" OG 30" OG ROOF 5HEATHING S 16"oc 10-10 13-b 1 b-9 19-5 structural panels ad 10d see chart j I Glg Joists 12"oc 15-0 1 cl-1 23-3 26-0 a l' ,a3' r ": 16"oc 13-0 16-6 20-2 26-0 CEILING 5HEATHING : <�. _., . _.' ." . _-... . .. _..._......_, .. 1st Fl. Joists 12"oc 10-q 14-2 15-0 20-11 Notes: Anchor bolts to be a min. of 7" embedded into concrete, max. 12" from any gypsum wallboard 5d coolers 5d 7" edge/10" §Soil i.iris: befauIt 16"oc 9-q 12-9 15-7 lb-1 corner and splice, min. 2" from edge of sill plate. Anchor bolt washer to be coolers field 2nd FI. Joists 12"oc 11-10 15-7 1CI-10 23-4 3" x 3" x 3/16 , max. 1/16" oversized hole. Use hot dipped anchor bolts and washers WALL 5HEATHING Wind 16"oc 10-9 14-2 17-5 20-3 in all flood zones. Double up all 2x6 sill plates and lap bottom splice with top plate and structural panels bd 10d see chart spike top plate to bottom plate with (3) 16d common nails each side of splice in lieu of gypsum wallboard 5d 5d s�!''''tr11C .. 1 1 !�tT1 11 having both anchor bolts within 12" of splice on the bottom plate. (Note: the bottom a e/10 _, ._...... RR/ GJ HEEL CONNECTIONS ( 190, 1 q1 ) VrT1p plate splice must have a least one anchor bolt within 12 coolers from its end) (3.2.2.3) FLOUR 5HEATHING coolers field 1 !- 'e r i� f r l structural panels < 1" 10d w_ _... ......- _,._... ... , Roof A _ �� p b edge/12 •� { ,, 9/12 33'8 Note: If strap is under mud sill anchor bolt washers are 3 in x 3 in 5d cooler= 1 5/8 5d gypsum `25-y r I�� R . VrT1 p 4 Rafter Slope Roof Span p field AA - Use Simpson H b at Rafter and face nail RR & GJ together with ( 3 ) 16d nails. square 017 ) panel nall,13 1/2 ga.,15/64" Solid blocking 1st two end ba s of floor joists for each ; ,a - ,� ! Iti� frrtl M p 9 g@ y J lR i p Use same connection at ceiling joist to ceiling joist lap splices. dia. head = 1 1/4" drywall floor @ 45" OC. Blocking to receive a min. of(2) bd @ each : -'- ' _. ... . screw end of blocking. z 1 , + -year hl 16 VrT1p1 Roof B ... Rafter Slope Roof Span Window openings connections: ROOF 5HEATHING REOUIREMENT5 FOR WIND LOADS 3 6-y edr MR i 1 1 7 VrT1ph BB - Use Simpson H 6 at Rafter and face nail RR & GJ together with ( 16d nails. window# size #jack studs # king studs Simpson connector 7 % �, - , s 1 Use same connection at ceiling joist to ceiling joist, lap splices. Exposure "B" = 1/2" (1 q3, 1 q2) , �" !#-�'�.�r �P �) ; �l �:.fa �rr1ph RID(7E CONNECTIONS Exposure „B" !! ,! _ " _. _. __.... ' See actual Floor Plans for strapping regmn is Exposure G - 1/2 applied with corrosion resistant fasteners ( R - -a �� y�er Roof G g05.2.7.2) 134 VUlph Rafter Slope Roof Span Attachment requirement are to be applied on Doug Fir Rafters with 5d Where attic floor or ceiling GG - Use Simpson H 6 at Rafter and face nail RR& GJ together with ( ) 16d nails. comin,n or 10d box. Perimeter sheets are 4'-0" out from all edges of roof diaphragm V-0" in from able Use same connection at ceiling joist to ceiling joist lap splices. plane. g !" 00(3-veaf walls) is used to brace the gable 1 13VrT1t ii (184) NAIL SPArCING-for_-Roof-Sheathing -CHART A - - end wall or where a hip roof Roof D Exposure "B" 4' perimeter sheets interior sheets system is used you don't have to Rafter lope Roofpan 130 mph edge 6"OG edge b"OC block the 15t two rafter bays 1 c), Fl -."ea r DD - Use Simpson H 7 at Rafter and face nail RR & GJ together with ( ) 16d nails. OVERHANG OUTLOOKER5 Connectors ( Gable soffits) Use same connection at ceilin oist to ceilin joist la slices. interior 12"OG interior 12"OG : 1 rT1pl --Exposure „B!� - ---- -- - - - - --- - - --- 9 J g l p p 130 mph 140mph 140 rnph edge 6110C edge 6110G _.... . .�.__... _<....._ Roof E - „ � H2.5A (simpson) H2.5A (simpson) interior b"OG interior 12"OG j , lit "` � Rafter Slope Roof Span Exposure G, 130 mph 140mph 165 VrTiph EE - Use Simpson H 7 at Rafter and face nail RR & GJ together with ( ) 16d nails. H2.5A (simpson) Hb (simpson) I� > I Use same connection at ceiling joist to ceiling joist lap splices. Exposure G 4 perimeter sheets interior sheets 130 rnph edge 61100 edge 611OG ffi _ OUTLOOKER interior 6"00 interior 6"OG i 187 Vmph , r .1M 140 rnph edge b"OG edge 611OG interior 6"06 interior 611OG el m[C Data d g $,f's <� .'J . ... ......... .. m...w.. .,,.ro.e-,<..«<w.+..n.N. n......_......,.....,«.,e,ee-......,.. .«w., <...e..wwrm ,..>. :z° Wh-'re wind is > 130 mph use Solid blocking @ 1st two end bays . 14 � > o r of FOOF RAFTERS .`..... _. � @ 48 OG. Blocking to receive a min. of(2) .. .. ....,_,.__< .-.. . .. ... . .... ._.,_. . ._..�_.... _.._.___. . ..� bd (a) each end of blocking. ( 124 ) 5HEATHING f `��� � 3 REG'M NT5 . 1 . 01 Wall framing - Exterior load bearing wall 3.20C p. 121 ,.- "Y Studs Exposure B Douglas Fir#2 Flo = 850, E= 1,600,000 -1 130 mph 140mph W `6 2x4 2x6 2x4 2x6 Stud I:ngth 10-0 10-0 10-0 10-0 k'tn, Studs Exposure G Douglas Fir#2, Fb = 850, E= 1,600,000 Where wind is > 130 m h use Solid blocking 1 st two end bays 130 mph 140mph p g @ y _ 2x4 2x6 2x4 2x6 of END WALL @ 45" OG. Blocking to receive a min. of(2) bd @ Stud Ipngth 10-0 10-0 10-0 10-0 each end of blocking. ( 121 ) '3 Unauthorized alteration or addition to this plan is a Perforated h rw II violation of section 7209 of the N1"5 Education Law Capacity p !� !� !' !� 1! d 5 ea a Holdown Ga out for Exposure B , G D (227) � • Copies of this plan not bearing the Architect's red inked seal and Wall }Ielght Lbs. Aspect Ratio signature shall not be considered to be vaild and shall not be valid �1 for construction. eta t( 34bb # per floor 3 1/2/ 1 "code" • There shall be no master filing of this plan with any building r, G'-0" 3g24 # per floor Actual L/W = 74 / 65 department and shall deem the plan to not be valid, sealed and 101 -0114360 # per floor = 1 1 < 3.5 signed plans are good for one calendar year from the date listed - 12'-0" 5232 # per floor below. This plan is for the building lot address below and is for a one time use Dated 04/25/25. Addre55:10530 OLD SOUND AVENUE, MATTITUGK, NY REV - -, - - - GENERAL NOTES & HIGH WIN, '4 7/8/2025 SPEGIFIGATIONS Sb :�� 0 U�.' ;! Seismic Category B MR. & MR5. 5LIGK '' a rJ - PETER T. PODLAS ARGHITEGT BOX 1055,REMSENBUIRG,NY 11960 631-325-0929 1 DATE 04/25/25 SCALE: A5 NOTED A2 II Page 2 of 10 - -- -- — ----- - -A N / 2'-0" y 4�'-8" - - --- -- - - - 11-411 2 Interior lockingdevice - -- -- for shatl easy et " _ z - - 1 --- 14'-1" - - -- - � " for the easy G 0 - -- --- - - - - - - - - --- - -- y' 7 4 y � � j 8-0 j, y 10-0 I releasable m / 7 202j Provide q"tread width �UL r wt 314"nosingand BILCO'"C"uAh 12" '� Jtoo1 or pecial wlthout use of a key, 0 max. 8 1/4"riser extension knowledge or force. height - '+ R 310.4 2 MIN LAG 5GREW OR BOLT 1 st floor - �, � 1/2" Via. @36 Or, i o� I � � I PLACEMENT OF LAG 5GREN5 & BOLT5 IN LEDGER BOARD I LECA ER `�' `A BILCO G WITH 12" E Grade - ll I � I � o LEDGER I _ - As Per Table R507.2.1 281 i EXTEN51ON Provide min.36"clear :'` \ r - - - - - - - - - - - - - - - - - q -- landing at the base of - -- -- -- -.- • 9 m, Hold riser height for -�-_♦ -- i-------I I - - - - - - - - - - - - - - - - - - - - -- - - - � - ♦ staircase ` °S - - - - fis stepina d - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - � c° � ���provide min. 6"top of � � •., ter-- r- ` concrete TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIS b(Deck live toad=40 psf,deck dead load c 10 psf,snow load 5 40 psf) t- Install 1/2" GW$to j I �.., foundation wall out of ♦ 4 - underside of TJI's L D 3'-4" tads c� I I JOIST SPAN :o for req d fire protection OR 3068 b l 10 risers ' use Timber5trand L5L insulated q treads CONNECTION DETAILS 6'and Tess 6'1"#0 8' 8'1"to 10` 10'1"to 12` 12'1"to 14' 14'1"to 16' 16'1"#o 113' v floor joists 1 1/2 x 11 7/8 j On-canter spacing of fasteners 1.5E Timber5trand®L5L J 16" OG 4" PG SLAB WITH 1/2-inch diameter Jag screw with 1/2-inch 30 23 1g 15 13 11 10 o too GOm I with R302.13 6/6X10/1011 maximum sheathing�'d _ I .fl P y r-- - - - - - - -J m OR Rockwool insulation v _. 1/2-Inch diameter bait v,1th 1/24nch maximum ( I— as per detail / d 36 36 34 29 24 21 19 _ ! I H - f( sheathing o o %0-40 _ BULKHEAD ENCLOSURE l+ 1 EGRESS STAIRS �hr,f-, ,wnu.;,semtl w3tite3t d»nd III 1 I I f evalvau:d in <a,d.,ar::rnatr,f c>r.ist.,r:,,w / ; sheathingameter bolt v�ith 1-Inch maximum 36 36 29 24 21 18 16 I Ir- L — R 717,"`%r r ?;Ml,A IRC,'�,t o 4 ` _/\ � ^, ,'\ P P �• �. .` ! ', Ailawin;irsti^.0 to A:i1M E11v � �. LVL GIRDER j ar Sh ,ina_.._.»' S x 11 88 i� 21l 1--- I 5D � EXTERIOR SHEATHING q ROCKLVOOL r Stone Wool B•4U �' --. ( r• WALL, - ---y- -6-2�----- -- -b•_21 -- -- - ---8'-4'- ----- --- 3'-4°--- - - - - -- - - - - -- 8,_811 --IEXISTING� STUD T__- -Decking I I I 1 2x8 M6,4J 5/5" FIREGODED EXISTING 2x BAND JOIST i I T 1 - - - - - DJ. OR ENGINEERED I'?'I�.�i EOARO 1I GWB ABOVE 16 O----MGA Deck Joist ,TZ — - ---- I 2X8 MGA 2 .'15 x 11.88 LYL GIRDER i I ,,-LEDGERI BG ost Cap to l I I O H2A 4 p p "i'w,IP . DECK J !ST - , - - - ----I I - _ I I - I i Z I - - -♦ - - -- -- -- girder 1.644 - I tl°''�• �� � I I I 3 1/2 " DIA. ZIP t � (2)1.�5 x 11.88 LVL GIRDER � _ _ _ Deck post max. 12" ,Simpson �tBU 44 4x4 y a LAG S .RE4'�S ITS I I OL COLUMN ON A Q I - p ' I I 2FT X 2FT X 1 FT %0 r- - - -1-- - PG FTG (TYP) �! p = � post base `��° �M�t�l��"". . I I - I _ below grade o p m I I I I I To septic R507.3 L f ttkillvC = ! � )J � � 8 dia. concrete filled � � I JOIST HANGER M Sono tube pier ' l!1 dO - rebar to a 111 x1 T x rOUNDi�`TION V�IAhl ! (2)1�5 x 11.SS�LVL. GIRDER BEAM PG T 6" poured concrete j I For SI: 1 inch = 25.4 mm. footing m ( I � I I I III I I DECK GIRDER PIER DETAIL FIGURE R507.0.1.3(2)PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS �,.D o (2)1.75 x 11.88 LYL GIRDER I I I : IL DECK JOIST TO FIRST FLOOR JOISTS -- - __ — o (no lateral load preventing device required 2Xb MCA I I end of deck joists anchored to deck girder 0 Q LEDGER 1 I I J � r to post, to footings) R 501.6.2 _ 1 I I I - y 1 I I GONG. I = - -- -b 6-- - - - - I- - following5-0 6-4 BUTTRESSOL - - - - - - J- ----♦5EE 5TRAPPING DETAIL for strappingre uirements2'-0" 5'-011 24'-4"q 57'-�11attic 12 R30 Batt12,0" TYPIGAL ROOFMINIMUM HORIZONTAL n �/35 year Architectural roof shingleover 15# roofing felt FOU TION SCALE: 1 A = 1 '-Orr REINFORCEMENT FOR � BR 11q+ +� bath width over 1/2 GDX plywood nailed to GONGRETE BA5EMENT 2X10 Roof Rafters 16" OGYVALLS cL TYPICAL R21 Batt hi OVERHANG - BUILDING LINE F12 1DRM #4 I I 2'-0" I 6 0 wall hgt1x 8 Azek fascia with alum3'—0 6'0 wall hgt gutters to drywell shower Vinyl bead board vented soffit BOMAN KEMP CLEAR LEXAN GRATE COVER Li BOMAN KEMP STEEL SAFETY GRATE R30 Batt TYPIGAL WALL (2)2X10 HDRR30 Batt2x8GR16 OG 15'-4" 11.88"TJI360 FINISHEDGRADE LINE APPROX. 3" BELOW WELL � FJ @ 16"OG R1q Batt Insulation SLOPE GRADE AWAY FROM WELL � - --� ��---- --- - I1/2" Ext. Sheathing CASEMENT EGRESS _ _ _ -1 -1-0 _ LIVING 1 1, Tyvek WINDOW = --_- IIIIIIIIIIIIIIIIIIIII�IIIITSTUDY - - -- 11- -------- --- --- Hardi ClapboardPORC } Siding - BOMAN & KEMP 5236-60 EASY—WELLo! o III „TYPIGAL11.88"TJI 360 ' �� R19 Batt R19 Batt 11.88 TJI 360 CONNECTION FJ @ 16"oG — BOMAN KEMP 4'-0 ESCAPE LADDER FJ @ 16 OG (2)2xb MGA 5ill plate -_III (WHEN EXIT HEIGHT EXCEEDS 44") copper kraft termite shieldGRAVEL BASE 5/8" dia anchor bolt 30" OGInstall 1/2" GWB to w N2„ underside of TJI's TYPIGAL for re 'd fire rotection OR FOUNDATION use Timber5trand L5L - w 5ontinuousFoam- q p 1111 �1.5E Timber5trand®L5L to of wall  bar mid hei htC� I II 1.p rl ,. 8 p G FDN wall w/#4 bar 1g from II _,r ,. ke d to a 16"x 8" PG ft Q ,R10 i1;- WELL DRAIN SYSTEM REV FOUNDATION PLAN DETAILS F.3 3 dia. steel zip @ 16 OG � 9 � I- 1�I � �t acolumn on a to com I with R302.13 Wall to receive 6 mil va or barrier7/8/2025 t py p 1'-III= r' Bulkhead BUILDING 5ECTIONover damproofing, slab to have 24"x24'k12" poured or Rocku�ool d- °4" PG slab with b/b x conc. footin as er detail 6x6 x10WWM on b mil poly 10/1011 g p vapor barrier on compacted fill ---+ M R. & M R5. 5 L I G K ,� Lt . ia LEACHING 5Y5TEM The falloxir( assem4 ly was te.51e�I ar feva,;:ated to ,,ride as aat iiis n,;';t�n:.,T„- F ��p•,r�xcrpticn4ottl ..�1 IR�,sr.ct: nPETER T. PODLA�S R501.3,and 2015,2018,2!21 IRC,Spc`nnARCHITECT R302.1: The system lomp`tra•,with IrC IL II-ta•;to1.:toASIM F119. BOX 1055,REM5ENBURO,NY 111160 631-325-0929 WALL SECTION THRU . WINDOW WELL - - -- --BUILDINO 5ECTION SCALE 1 /4" 1 � � DATE 04/28/25 1 _ — Ffa Sheathing- A5 I — .kt �—���':to�t SCALE: A5 NOTED Page-3-of e3of10 - - 421-81' 12-411 ALIGN DOOR N/ ALIGN N/DOOR STRUCTURAL BDRM #3 WINDOW j L 1Y BELOW (2)304cl ABOVE egress,---,-- LVL MULLION JUL1 7 20,25 (2)2x10 HDR r-A 01 12,-3.1 01 10 Ln DECK 2X12 RR 16"OG 2X 10 CJ 16"OC (2)304q (2)304q 1 (2)304q KNEE "? ------- N WALL BDRM :43-I (2)2xl2 HOR (2)1.15XI.5 LVL HOR (2)2xl2 HOR (2)2x12 HOR IL- - - - - - - - - - - lr-r-_'�- -- -- - - - - - - - - - - - - - - - - - ATTIC ACCESS 0 NOTE: Wood platforms & r?- (under N/R3 O I 8 -_ i I 1Z GL (under roof) t -1 (3 steps to grade with C4 t7 handrails as required (TYP) t- t- 1Z < NOTE: At least one window in every Oo 1Z L G CL bedroom to be egressable as the following: CNI 1 KIT.C 26-10 Min. 5.1 sq.ft. clear opening (2nd fl) C ===C=* 01 174" Min. 5.0 scl.ft. clear opening (1 st floor) 26'10 i Z DINING M 10 U) _J Z wl no horizontal dimension less than 20" 111 LIVING IL 2610 Zn i = 1 %3 0 LL > C'4 (3 37-41' -4" 14' clear or vertical less than 24" clear. The X - 0) �- %Z BORM #2 highest part of sill to be < than 44" Ln tin t- M 2NO FL. C14 3: < 0 A A Q0 = 1 4) �- -1 1 lu AL16NK15T above finished floor& conform to -- - - - - - - - --11� ABOVE 42" RAIL - :) X R312.2 window fall protection. If window FL d� FL. STUDYO return x U L "r W -1 -------J LL co A 2NDIL BORM #4 > <24"from floor or>6'0 from grade I ABOVE provide window operating control device. 7-0- > X 0 10, C13 REF , Air Handier NOTE:5moke alarms to be listed as per ♦ 8 2 UL 211 & R314 2015 1Z x KP 1Z Ln per UL 2034 & R315 2018 I RC. t7 2010 2.OE PARALLAM P. W F0_1 Carbon Monoxide alarms to be listed as FLUSH NOTE: All lumber used @decks to be C14 Z J %Z +,-)wall height pressure deated.All hardware to be 1\ 'Z I BATH #2 1 -1 'iI i 0 (Ngalvanize . C9 Z MUD RM 1 0 05T I ♦ i D 26-70 CO _0 " WASTE(3 2ND FL (14 RAIL I C14 d?' Fire Blocking Notes: CL 4-0 Provide fireblocking at the locations: CN In concealed spaces of stud walls & partitions b (vertically @ ceiling &floor levels;horizontally b co @ intervals not exceeding 10'). 1Z Q, At all interconnections at soffits, drop c1gs. & cove c1gs. 10.-0" At concealed spaces between stairs stringers @ top b 3-)00' 00 and bottom of run. OVERFRAME M r to '9 2510 0. m v I O At openings around vents, pipes and ducts @ ceilinii REVERSE GABLE =i Ln ROOF ON MAIN ROOF and floor level wl approved material to resist the C L 5ECOND OOR PLAN a, ❑ free passage of flame and products of combustion. Over all girders and bearings walls. M-13TW" 5TUDY/ 0 N 5 GALE: 1 /4" V-011 i I t- i 1Z NOTE: le solid Provide I posts under of all headers. Q) Second floor posts to bear on flush framing or to OVERFRAME be blocked solid to first floor P05t5. First floor C4 CL `BATH #1 WALL TO REVERSE GABLE posts to bear on flush framing or to be blocked Q, LUYNDER51DE OF 'IT I ROOF ON MAIN ROOF solid to girder or foundation wall. All post in 4" \ M RR5 TO BREAK in (2)2xl2 HOR 24'70 walls to be (2)2x4 & in 6"walls to be (2)2xib SPAN min. unless noted otherwise Note: The architect certifies that these plans are in 3010 5"x 16"2.0 Parallarn 3" ROOF VENT 3" ROOF VENT Q� (3 (2)304q 244q 4" ROOF VENT I 4X4 MCA POST L conformance with the Uniform Fire Prevention and UPTURNED FOR RR5 INSIDE 6"Xb" 1536 WINDOW Building Construction Code. The Architect has not been M'BDRM IN GABLE retained to plan or review site work, zoning, or PERMA6A5T PORCH PORCH U) POST WRAP 2X12 RR 16" 00 conformance to any local laws or to any other agencies I = = 1 \- i BATH#2 d?! d3 d3 having jurisdiction. X 2X1 0 CJ 1 b"06 C14 1 1/2"' 10 211 35,__-1 536 PN IN 001i (2)2x 10 1 1 i (2)2xl 0 F--1 (2)2x10 IN 6ABLE 2NO J ♦ 1 1/2" FLOOR 244q 244q 244q 2" -0.1 3'-2'__ 24'-4" 8'-4" I i i ' 41'-8" y 2xib RR, 16" or, BATH#1 KITCHEN 2x6 GJ, 16" oc, r Simpson Post Cap 1 1/2" M'BATH - y 1364 to header 1/2" 5. 1 1 1/2" 1 1/2" H2A S GALE: 1 /4 1 WASHER (2)2x 10 Hb R IRST FLOOR PLAN 1/2" 2" 1 4x6 MCA post 0 0 06 1 1/2" DW 10 Permacast porch 1 1/2" 1 1/2" post wrap around 15T FLOOR 4x6 post 1 1/2" op MATERIALS LD H2A Decking SIDING - HARDI-PLANK CLAPBOARD SIDING, COLOR -BY OkNNER L MCA Deck Joist ROOF -ARCHITECTURAL ROOF SHINGLES COLOR -BLUE GREY C1.0. 4" 411 FAV Simpson ABN46Z kNINDON TRIM - AZEK COLOR - NHITE BC4 4x6 post base FASCIA - AZEK COLOR - NHITE post cap all dia. concrete filled NOTE: YqINDON5 ARE ANDER5EN 200 5ERIE5 2440H (WINDOW#) GUTTERS & LEADERS - COLOR - NHITE PLUMBING 5GHE MAT 16 TO SUFFOLK COUNTY ALL MULLED NINDON5 TO HAVE LVL JOINING MATERIAL TO CREATE A NT5 APPROVED I/A Ski sono tube - rebar to 5TRUCTURAL MULLED UNIT WITH OF 50 RATING kNINDONS - ANDERSEN, DOUBLE HUNG, COLOR - NHITE SEPTIC SYSTEM 1q"x1q"x6" poured conc. footing kNINDON # 0TY TYPE NOTES ------ cn REV FIRST FLOOR PLAN, DETAIL5, (2)304q 6 DH MULLED UNIT, EGRESS I/b/2025 L �1 NOTES, PLUMBING ON & wa5her plumbing 304q 2 DH EGRE55 __Jt. 244q 6 DH \- , 254q 2 DH MR. & MR5. 5LIGK PORCH SECTION 3436 1 DH 2036 1 0H SAFETY GLA55 PETER, T. PODLA5 1836 2 DH GIN14 1 CASE. BASEMENT EGRESS ARCHITECT :BOX 1058,REMBENBURrv,NY 11960 631-325-oq2 b0611 1 FR. 5LDR q DATE 04/2b/25 2610 5 3�0. 011 5'- :2610 L)0611 2(7,70 2610 return 1 _10�K201��p < 'Z 3ATH # ;tA; A4SCALE: AS NOTED Page 4 of 10 ARCHITECTURAL ROOF 5HINGLE5 12 9L r' -- T: - T = YT ;I1;LT�iT.IrL7I -_ - J T �T.LT1I� t- J T S - '- TI�1L1 - 11_-1 I 1 r r Tr'1 T r 1: r r , �T z1 ARGHITEGTURA '� � T ,. -_ I ��_.r T T- ? 1-IS_ S i I� L SHINGLES �1r� T T 11 r l I 1- Ij_ - T�TI- T 7 - - �T_ i_r:��T, - ICI-T _ t 1 r ` r T I-1T ' � ,` �-�` ' TIC_ r _TI_.T� �1 ,-- T r' y - -- T- T - --- 1 I ,�` T Y ��11 r _ - - r_ - --- ---- 11 ' �7HARD1-PLANK r. -- 1, t r TT ' I I Z LT "L,1 j --- - - 1 rr_ T, L ` TTCLAPBOARD I T - 1T�;12rt _ T - - " - - � r� " - T' �T 1 ----- - I II Z Z I TTT - �=_ � -- LID -- _ I I II 11 I I-'T T ' 1 _i _ - t. L • _ -c-SS.- -rtT-s-:,s- r__ '-s �,s- ,-�-T.-Tz�r ,� � _ -- — ---------- - 1-!ter' „`G n•• ! 'll I r r � T � I � I ! II 191 I I I ' fill III I -.�- z I I T 4 BOARD & I � I I I I I I I i I I -I ' 1_1 r I I I I I I ''s I I I BATTEN I I I 1 I I I I I I I I I I I I I III 51DIN6 BOAR D & II n I I II � � II I I Il nn I I I I I I �, I l i ! I I I I I I II I ! 3436 I I I 2036 n n I 51DING I I I I I � I I I I I I I ' I I I I 2870LU i 30 9 MA5ONITE (2) 4 30 0 24 749 € . I El:a.- I I � I 24 9 - 2449 4 I I I I '2449 I I I II I I I I I i I I , MA50NITE I I I II i I i 77 tt I I i 1 I i I ! I I I I I IIII _ I - . I II I ! I r I a Y K } I _Y I I I d.,P A Y i �S`rr`�rc7>C�N��iTFA?NC� I I I I rE t�R R Cq SIDE ELEVATION 5GALE: 1 /411 = 11-011 FRONT ELEVATION 5GALE: 1 /4" = 1 '-0" Cre IA POLE - _ tycnP°���rSaJ 1 J OHp JSU ryyb ti i /D W -ry� yqb POLE ....................:.�..__....._. _..... a...,,,..r„c�:.,,..........,,: ... ..? ___...... _ t.rr: 1• eexisting m PROP. Roof A 2474 5F x 0 17 - 421 OF L sanitary a TEST oo rea - - - -_ GRAVE - --system s- _ - LE rybo �� _ b HOLE — y� ryb. - 421 C,F/42.2 9.9 vertical feet of 8' dia. leaching pool DRIVEWAY per SGHD 0 a. Remove existing ryb. p I �yb' ryy. ^", j '. _ � sanitary system to be '' - standards DW I Required. abandoned,Pumped I ___.._.._ . _._. __ _._ ..._. __ _ . _. ;`•m ep STORM DRAIN POOLS clean,removed and — t---- - +; replaced with new VA , G - _ ^ Provide (2) 8' dia. x 5' de p �N system �p 6 �� 12 n 6 _.. . Driveway Area 2008 5F x 0.11 = 341 OF Leo, 10.5 tib - �9 2 - - _ , - a Arem �s /_ T_r -i; 1 1 :L 1 rT�T'] - I ,- , _'T L rJ_ T _L 9 ti e�.- �s o. V 1 7" L _i ,T 341 GF /42.2 = 8 .0 vertical feet of 8 dia. leaching pool - - -] i I r i a° � _ i�71r '�7 I � T i 1�Z�'Z� I7 E 4 p5E9 'Y�b I L-1 LJl�- �I - T T__ iT 4 T� ,_'111 r- Re uir d: q ,�� �pP q e n Q 5� o rr r t r~ z -y -.Tr + o' a "s 1 yeti ^. T_ L T` r I' c�tSection �tc`Echai7 �.� Provide 1 8' dia. x 8' dee STORM DRAIN POOL �t< F� of TTr T r]� , 9 �M _._... ( ) p �b PhL' �� DW �kPa �ry � -1 T ALL. . T` '1 . r 1. �p eye gRA E°t , T 1 L ^o acayErO � `� 1T� � � eaI I c II J; ,�7" "e ep0'e h e�op5ov\� II oy Y�, - T:_L 7'T`r'r`-S_�, �-i=r1 'TT Provide 4 x 10 PVC PG 5 of Drain Pipe to ,, - e �, o�� ry `,oe �h :T T' L L y,;'1 1 �_1r T' l-r ;,41I]JrI_I. A. P G 9 `"� T ORYWELL5 as required ( typ) �,� }�, y �d �' T 1 tTr, ;r_7TI t, i] l r_ E T , - _T i . r I� _ `r- 7 _ - T _ _ - 1 - -4c� T ] r 1 T ' 6 bi LP 7 — 1 rT rT-_I r' 1_T-_ir11 Z -t_ 1 7 Lr�C MIN ti _ _ } -�l_ _ - _ 1 � - - i- - T 1 -- - -.'O - ------ - , l 1 L ,- L ] S services �� � � l � �- T 1l' 17 I r LAND N/F �`� ro xr3' a, f to : °Te G�\0� r. ary`�ry^ ---- — T1 � I �' Lcu o HARDI PLANK _ -- -- --- -- L I�T - -] -- =1 T JOHN HENRY MIURPHY Exp p tib La�P G b CLAPBOARD Tr TTT T Lrr - e°na ], lIi T 1r�r T-I KIRBYSMITH PROPOSED \J, �� L ti SIDING ® I � T_� I T'- - I , MEREDITH ELIZAB 5MITH SANITARY T_- J- T 5LLr9 a° - T i 7- le (PUBLIC WATER) — 3049 L T 1_ 1 " _' ] r T I'1T 1TI- tI�r r 1T L _ 12 rE T FRAME(EXISTING) 10r _ GAR GARAGE ry°" 1! BOARD BATTEN 0o LAND NIF j 51DING _ DAWN WILLIAM & I I I 5 r J. I`11 Ti TZy_ Ll.l r L SHED SHAWN WILLIAMS I I i I ! I I ' I I j I 1- T,- rI - ~=1.T� 121-, Y �TI J 7�1-f l_ _'rl r� T�_'• i - -, ,T.J r ��p' t.s'rs I j I it I I I i I L _ - t1 lr_?r trT-� _�� L �ARGHITEGTURAL S (PUBLIC WATER) 1- T-TPROOF 5HINGLES �- L 1 Z T _ _ t _ - a _ I , �-1 r I - .`i Z`� - _ I I I - 51 E PLAN nts I II - r ----- I - �7 -T T -- ----- y y- -- -4 TL Y I I j ( 3049 T IT - �I 2849 2849 �U�1244q 2449 ' ;T�L I--. --- T ILLS L 1 r.Ti,r - i� L� Ip,_L r i T_ j - I t-T IL I T 1 TT1 ---- - - 1 r4T �I -r r T ! 1 I fi -rTT i T'. TT'IT1 r1T L.- Tr �T1- T:r rz1r Tr - I 7 I r l S r "T i T - T S T;7-T_'L II-TT T . - I_ L L ,IrIl -r �' _ T HARDI- T T �r L Tl� - -" --. -��.' r]. T T 7`r`�-T , -- �-- T Ti,_� 1 -�T 2 3049 � _T 1 r ( ) 177T' r T r1ri�-I__' TI 1 �-�L'1� 11 r1-T ;Ti I - - - -CLAPBOARD I - - - I YT r � T _' �z -. Tzar _T.T r � � � -- - -�r -- TI ,'-- SIDING 1 T fi r T 1 1 4 z r s Lj ;r am - z , r r Tr IT Lnr� ' r , rIr I T' T 1 - T� T 1T T - - �J 11) E ELEVATION SCALE: 1 /4" = 1 ' I I I I i I I I I I I I ® BOARD & II I I I I FYPON I I ! 11 I �" �C� r�? y � I BRACKETS BATTEN �� �.<<? " rt,, ELEVATION5 I 2 3049 2 3049 � (2) 3049 O O ll MR. & MRS. SLICK � I I I III ..` ��- .��.• - F � of h I PETER �...�.,, . .� � I T. P O D LASS 1 ' I I a W.. ARCHITECT �I I BOX 1058,REM5ENBURG,NY 11C160 631-325-0929 - DATE 04/28/25 - ---- ---- I I'I I SCALE: AS NOTED REAR ELEVATION SCALE 1 /411 = 1 -011 A5 � Pa e5of10 s' CONTINUOUS BEAD OF SEALANT f x' CONTINUOUS BEAD OF ADHESIVE ATTIC INSULATION INTERIOR VERTICAL CHASE • CONTINUOUS BEAD r OF SEALANT PROVIDE INTERIOR SHEATHING WOOD TRUSS FRA9ING �/ AT EXTERIOR WALL PRIOR >J1. TO INTERIOR WALLASSRIBLY --PREFAB FITUCE CHIT -- SHEATH INTERIOR OF ,; � FLOOR TRUSS "�`" ("� (� —— INSIAAI D(TER€OR �+ �d A t I I'C ACVESS IV � i .,,�� 5TU7'd�`ALl ASSEMBLY + "VF INSULATION LE 1'E ;_ PRIORINSTATiNTERIOR TALLA{tAT�iCNG >,< X PRIOR TO MSTALL4T(ON�,= I PREFAB FIREPLACE L NIT } I o _q , " RIGID INSULATION INTERIOR I 4 -= WALL ' CONTINUOUS BEAD 1_. :$ �« ` , ,,�,, -- �, , � OF SEALANT � � �* a � i. �� '� ' � --�`` �- �- �_ ' ��' — Thermal 011mate Zone 4 ' CON1iNJOUS BEAD OFif Degree Days 5219 SEkANT ACCESS PANELT - `� ,�-�� ,�_ �, ' :� House size is 2115 sq.ft. g 4 bedrooms DRAW ACCESS PANEL SNUG ______ _______ _ ___ _ _ . __-- .� _...... _. . •_.._n_•W_._ __ . ........•_. CONTINUOUS BEAD T t� 4 ' gym— -- WOOD FRVAE WITH H PERIMETER SCREWS " FLOORASSEMBLr Required 65 GFM bath exhaust fan as per HERS �r.W_..,._..__..... . ........._.._.... . by Broan NuTone or equal OF SEALANT c [t �1 ' . INTERIOR GYPSUM WALLBOARD � �M AS REQUIRED Vghole house ventilation exhaust is provided by continuous bath fan AS AIR BARRIER FINISH CEILING LADDER BLOCKINGAS REQUIRED . � �° INSULATED EXTERIOR WALL . 2ND FLOOR JOLT ATTIC ACCE55 INTERIOR GHA5E PRE—FAB FIREPLACE PIPE PENETRATION THROUGH ROOF ATTIC INSULATION MEMBRANE FLASHING COLLAR, I' METAL FLASHING,COLLAR ATTIC FLOOR FRAMING MANUFACTURED RECESSED LIGHT ENCLOSURE OVERLAP COLLAR ONTO LOWER • OVER MEMBRANE FLASHING LAYER OF ROOF MEMBRANE COLLAR,OVERLAP COLLAR PLUMBING PIPE I RIGID INSULATION "R-VALUE f QEPTH PER CLIMATE" —ATTIC INSULATION ONTO LOWER LAYER OF COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE ATTIC TRUSS - ---- '' ROOF SHINGLES Ib LOWER LAYER OF ASPHALT p ROOF SHINGLES I;;E SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED ,�'`- / TOP PLATE - i . _= yy[ LOWER LAYER OF FULLY- "~ ` ..-.. i .`,. .p..�.. {�.y..p w�" •" t+r-> `-; t'Y-4-k w. .. .a�. «'�� �� - --- I �" .�_ ,�-'•� . UPPER LAYER OF ASPHALT .}. a ,a_ .i r• « t _ r ADHEREI}ROOF MEMBRANE �Y >. y ,- _ ;�»; � H,- � ROOF SHINGLES ' i f 444 E�(PANQIN 'i V<- r/y r.. ADHERED ROOF AROUBANE. G FOA P IUPPER LAYER OF FULL w- Y( SEALANT PIPE PENETRATION I CUT MEMBRANE AROUND J .i. ANE t r LAP OVER MEMBRANE WALL COLLAR _ l + d PLYWOOD SHEATHING WITH HBCUPS,CUT PLYWOOD ' ; «If / � /I r —`" I AROUND PIPE PENETRATION s"FOIL-FACED � POLYISOCYANURATE I MECHANICAL LATCH TO PRESSURE °`' l � °Y� ,,, - - ,�-®,�„>__�",T„"%-"'—' `\,- CLOSED CELL FOAM BACKER � I) }r:,ULATfNG SHEATHING IN ROD AND URETHANE SEALANT 4 'I S LAYERS(7.5".2`.1.5"). SEAL AT WEATHERSTRIPPING f ` — _.. ._._.___ AT PIPE PERIMETER JOINTS STAGGERED {FOpAM SEALANT AT PERIMETER CLOSED CEIL FOAM BACKER if CONT?NUOUSFULLY- EXPANDING CONTINUOUS DEAD OF SEALANT ROD AND URETHANE SEALANT s ADHERED AIR CONTROL LAYER OVER PE PERIMETER I! DRYWALL CEILING PIPE P E N E +RATION TOP PLATE AT P{(AIR CONTROL) P"�"'°°° r Cl J 1 $"PLYWOOD WITH H-CLIPS RECESSED LIGHTING FIXTURE I MANUFACTURED PULL DOWN STAIR ,I ,y j3 ROOF RAFTER CEILING ELECTRICAL WIRE AS AIR BARRIER ��BOARD ` : CONTINUOUS BEAD PULL DONN ,ATTIC 5TAIR5 RECE55ED LIGHTING -- ROOF PENETRATION ` ' OF SEALANT '- CONTINUOUS BEAD �• _ _ TOP PLATE ~I OF SEALANT INTERIOR INSULATED WALL BETWEEN CONDITIONED SPACE AND ATTIC coNTlNuous MINIMAL EXPANDING FOAM SEALANT ROUGH STRINGER EXPANDING FOAM AT WINDOW PERIMETER GYPSUM BOARD (BOTH SIDES OF WALL) WALL STUD e1 >, WINDO'�"�UNITAS AIR BARRIER CONTINUOUS MINIMAL I EXPANDING EXPANDING X A DI PERIMETER ROOF SKYLIGHT----�' > r} EXPANDING FOAM SEALANT FOAM = ,S'N,{ -- ROOF RAFTER R ETE TUB UNIT a rr: -' �; .t`4° RIGID INSULATION KRE PENETRATION TOP PLATE s SEALANT CONTINUOUS BEAD INSTALLPLUMBING ,T ` 1t�, �� s R-VALUE/THICKNESS PER CLIMATE OF SEALANT INTERIOR WALL CONTINUOUS BEAD OFADHESIVE IT EXPANDING FOAM SEALANT CEMENT BACKER BOARD �� P ,�� CONTINUOUS BEAD CONTINUOUS BEAD TUB SURROUND FINISH �: � �, . � OF SEALANT OF SEALANT I TUB UNIT - , 3,Y TUB SURROUND 2x4 BLOCKING -w—INTERIOR VERTICAL CHASE -f INTERIOR �k ` INSTALL SHEATHING AT ATTIC COI4TINUOUSBEAD OF WALL PROVIDE INTERIOR SHEATHING �.` ,, � '' + !_.;�.. SIDE OF SKYLIGHT SHAFT SEAtA�,T EXPANDING FOAM SEALANT AT EXTERIOR WALL PRIOR , :. PROVIDE BLOCKING AT + CONTINUOUS BEAD TO INTERIOR WALLASSEMBLY - , / STUD CAVITY AT,TUB ; OF SEALANT SKYLIGHT SHAFT ` ; '�- `� r . �,. - � ._ CAVITY INSULATION AT EXTERIOR WALL I -- -----«' ___-- ----__- �_ _-fir----- '' _ ATTIC INSULATION r , INSULATED EXTERIOR - � STUD WALL SECTION TNRU STAIRWAY SECTION TNRU WALL EXTERIOR 2N0 FLOOR I LL GYPSUM BOARD LINER .f;_ - ~ ..,- M,�,-~ � �. �; TH!N-PROFILE WALL SHEATHING LADDER BLOCKING AS REQ D �' r CONTINUOUS BEAD OF SEALANT ...._..,� . INSULATED EXTERIOR WALL ' t ''+ l l _- - ; t / - r ,< �t.�,U� s A' - - - - yy C;' �y, :1 A,S .- _ ----- --- �j o� 7 AIR BARRIER SEALING DEVILS EXPANDINGFOAM M R. & M - -- ---�r - R5. 5LIGK WOOD FRAME a s.► ��yv,;:�: ., � FLOOR ASSEEMBLY 1><) 0i SHOY`�ER/TU$ VERTICAL CHASE 5KYLIGHT CHA5E ^� o, °' E,s� PETER T. PODL S E-or� ARCHITECT BOX 1055,REM5ENBURG,NY 11,160 631-325-0929 TU$l5HONE R 2 N D FLOOR DATE 04/2a/25 —-- ——— ---- -- — — — ----- SCALE: A5 NOTED AS 1 THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING iii HOW MUCH IS YOUR TIME WORTH? wU i O Products ____..___ � lr.: E _. _._ _-----...,--.-..-..,,..-,Products___...____...._..._.".___... ..._.___.....,_..__._____..-_._._.._,....__._.. ._.. , Tired of s ending time nailing,screwing or bolting multiply beams ; w GT (u O PlatiD Length Product Plies NetQiy ; O {/� V #` g t7 tan. __".__._. _.__.. __ .. __ ___.____ _..____.____._._..._"._".."_, . r i - i KBk1 42'1 7116" 11 71e TJI 230 joist _1.._.. _1. __....; : an ro umns together? Step up to a soli one- lace so#ut When sheathing thickness exceeds,®", trim shsa him s K24' 24 0" " 1 14 I d 11 t g tangos at rim board 117J8 TJI23fljoisf I Wa M 1 Plata nail•t6tl{0.135"x 3vi"y '' ' i at t6"nn center ", S�� F �� � Ir p r' 0'0" 11 718"TJI 230 joist 1 14 Fiaor panel Hatt-Bd{0.13t" �,, r ,,"s -._ ,..e« Q .(1) i i •t , t" ,,.' _� K8' 8'0" 11718"TJI230joist 1 8 �" {1? t3} l i`ti '' cn x 2'z"} at 6"on center` p :.-" µll, i e K6' 6'0" 11 718"TJI 2 jot 1 3 ' kl�,,1 ,,,,;r fst�. �y_..,s ,:? :',,°i. 's11," .: R34' 34'0" 11 718"TJI 360 joist j d N 1 14 '`•.., 11 71 360 joist 1 g %E1% � ttY " ;f �i•Web Stiffeners required t ,p` ?� I /`��� p -' each ski at A3._W ...:_:, ,a a; '�. k.' 1"r<" ; R18' 18,0" 8"TJI I 1 ' ,, K 1ii"TkmberStrand° LSL or �'"�$ .'°€: k M1 10'0" 1 314"x 11 7 V @ N s. „- 18"2.0E Micrallam LVL 1 2 !.y •.. ! ,';c ' 4 .. t 1 P1 2 (East) QJ 1 / =r.r "• �, "; } 1},s"Tit rim board.* ; �`'''' . s=, 1 6'0" 3 1J2"x 11 7/8"2.0E Paratlam PSL 1 1 i 4. to i•-✓ Ws' `'Ton mast-t0d{0.t3t"x 3") ° '°" ,r,, €+xMr"�V I } ' P2 18,0" 3 112"x 11 718"2.0E P ran 1 3 "' at 8"on center• "`"li ". "s. .✓ ' °,'' ae a am PSL(East) °;; '{,.' I P3 8'0" 3 112"x 1 7 am PSL(East) 1 1 Q� Q •x 1 18"2. r ll ,, DE Pa a i A3 1 i A3 3 A3 3 ° A�, r :., "x 11 718 J Rim ..1 I (4 N I • N A3 `t7onvantional cansrrocrion code minimum nor use a ;<, , �a ..... I...........""_,_.._...._..."_..1/8................ "T ....... Board.........,.. -... . 3 . .. i watt,A8 only,Sea tho t4NeyerharuserTJt�' t °.. �f ._>.._ '". ,."« �. <;-� 5TCa1 16'0" 1 y tU m A3Ww, ,,^. ._...."_.__.�__._ ,____,__......_...._.-- --_____...._-.......,",........ ,._...__. i (A3.1`iA3.2';A3.3�SAeci(ePs Guide,#TJ 4RU0,tora3.r•R3.3 _..___._....__"... __. w 3 yyr; ;W%€,W rnsta�at an sneoifcations and applications, t ."."---�._.,.__._..___.._. -__W._.,._"______. -_ ___..,,�, ._._._......."._.._.."_..."__._._....-........, _.._ ___ _. U ",__.._..__ _._.... . _..._..... O P�1?ALLA11/� PSL gems 8c Columns Accessories Ptotlo Length Product Plies Net City i The'solid.choice for framing larger width beams and columns. i__...__..___...._.... _. _._. __, - -__.___.___.__.._."_._.. ..._._.._.._.g.__ . .. _ .. 23132"x48"x96"Weyerhaeuser Edge Gold Panel(0124)T&G SF 1 57 (f3 j._..______.____......... Pick Ft up,put it in,keep an framing! = ........" ......... .....".._..._"_._.............................,........__....."..". _...._. ............. "........ ,............__,... ............_.._.'.., i----_� I An additional 10 PSF DL has been added to account for the load in i the Kitchen, Master Bath, and Mud roam. I m' i !An additional 10 PSF OL has been added to account for load from 3 £kitchen counter tops. i I co An additional 40 PSF DL has been added to account for fireplace i � I 3 load. Q- Q: C Z Z " . 12 1 m i © I I ---' ADD FOR OPTIONAL KITCHEN ISLAND REINFORCEMENT � c a (n c i . -.................".."...........,..._...I..... .. . .................1. . - ..........".....,...,.i' a� w a '+-' I P#otlD Length Product Plies Net Oty.µ ; w ea 2 _- D t U l K14' 14'0" 11 7/8"TJI 230'vial 1 6 - � 0) i i; Load bearing or shear watt above Blocking panels may ...__ - .. _.._... __._ i w � O = _ 0� fi i �. must stack over wall below be required with " O C { } shear above or /` .... _..a.C- ut to E E Q-e c `✓ S /Blocking pane( below-see de tail Bt i 11 I r+f G t3 y y_ os �" ,,r✓ •,, , ,�!,? 2x4 minimum I A a-.. p - M — O Z ,1 I �, t I ., �a, r /1,- - .s�,>=w /, squash blocks Cal +- ST v ¢t Rs U I y yq� ii r r+ C1 C I ° € - s 1 _"_.. _._.. 0 *0 rib.;` r�7 ? :j�,• , rr f i 2 1 1 _ _. 3 I t1 tss " t9 CD _ - i o Web st;Nenors� k•, _ €; , 1 '- C t= '- a . O L- t!) required each side at �!'r n f= ;. '` c C S a U O ^s 81 W and 82'JV 3 } < , ` ' tti Co c0 612 tj I i t Cl E o Cr O N L" "I t- OD - }. t !. €: i; i _ ', , j(,i , (u O O U b I CL3 r�` r"w, iRC 502.7 raquires lateral restraint{blocking}at all l I : . 611 62W intermediate supports in Seismic Design Categodes , =I I I 1 i I I l t " m ` r' D0,D1,and D2 to strengthen the floor diaphragm, 1 i, : i 'O a) � O � �� � i � N A3 i c5 so `? 05 e ^•• i ;: C) Q) M _. _. _. STCal '; is I ' ________._._._....__._.___._..._.-._.__._,_____._ o_ m d I : 1 j a N S, Q} �. I e o : i :a k a r: (U C i C C >v S W �, _ . 1 wy' _ y s I C) C7 a 0? t C7 Cl t� j,i §, € i . 1t r$ F ° cn i .` % i I = j R7 ;y C) c N fb " 0 r iE,. { i ¢ Vf a.+ t- I Q3 _ F . 'K24` n � � , 1. 1 STCal : R18' .. R34e 1 R18' • E : ,_._...._ .., _ ;, .,.._.,._._":...._".",_._:,.,.....,_-_�..�,"._._.....,�................... .. _..m."....._._........,..._...... .._..._. .,_......... .., i A3 ...., ;; 1 i i; i. .: CS i i i �1 KBk1 k -"-— ' j 0 it i l , CS 7"t . f5: I •x • i } i € _ , & I M Load bearing or shear Walt ;� €, # € t 4-1/4" ,'1. I N a above(mus.stack aver I," 4..,_ i : ! !' B1 i r i wan below when present} h, tff._� K$k9 ........_.._._...,..._, �. f a _ } N;i,k.,_.<.'- ...,._ .-..w r_.• .- M--.wr -;,'-�...-�•.s. . ..,t<�,_.-.— =wmt._-_T I i 1 —j "_ , r " ,>a r✓ .Endaijoists A3 STCa1 P1 �; 1 11 STCa1 II r: ...y vll rrs'> atcentFriine ` ` Aga _ +'°`` � of support i i M i 1�iJz" i .- Sloaking ' "";I x i m j I I 11 1 W anal ,,. R'':',tAsb s6tYanars required , I i p �,,� on each side of both I i I I I I ` 1 11 64 I El4W � oist ends at BAW 1: I � � N i t II 11 B4f Eii 5� �,_ ___ __ _ _ _ �� KBk1_ _ I . i ;, —__ ____.,..___._I. I a III ,, I P2 ____ _ __. _ :' ; , ', i , r ' € E I � :A' I :: i' i` 1: 11 11 E i ; i t i Ipl�� STCa1 ; ! U 0 • i m Imo , !l!y�r�.gqjj�� .\ P3 i Q ' i 1. 11f f E ♦...."..._,.�....�..,......mow_". } { ; -a I �+rr�� tW'........ `L 1 "(%? i I� _.._. __..._..__.._........... ..__........ _.._ « _.. K8` LEVELi= o. .: E t 1.. _..... _........ ..,..........._�..._,..,.�..«.......,_.._.._... ..-..."_.-_,.--.._,_...,.._-,.._._......-»._..«..._.-_.__,_,.,_......., .. I.I.,..._- 5 Ar ' 6 i :. } � . I % Current Date: 314 20250 . ', co i. _w..am' ; ; File N e: 31305.'v1 T S : t , Level Name. _............_.. .... 1st Floor , , €. , r ._....-h q_ .._._».,......: __ ".""-....._... ._....I ,,..•_._.,............._..-.__w___..»«.......,-.__-.._,_-..,_.•»•.._,_,.._..,..._.._...—....._.__."._.»..."------:,."..._....._.._,___�,._...__.•._- .."......",,.........................,. .,........."... ...,...........,.."""._.._,....«..................."..........._.,_........... .._............ ._3....,.,...�..................... ,_._ .... ............ _ .__._..._._._._...__<..�_ .._ __M.____._._.,.__ _:_ ....,____;._._-,..".,�,"�.".____;"_.__.."_. ,.._____ ,__....._...____-,_ I . icing Coda: tBCJ1RC2021 Building STCa1 ;- i : , Members with Desig.111n Overridden:........................ t . .......- -....,. " A3i TJ Pra Rating(Weighted Average);,...,_ .... 5�. _."... ...................._"._......_... , I = __ . . . ,... .."... '..__.....""..."."":: .._............._......... -. ._. i" Minimum Level TJ-Pro Rating&Joist: TJ-Pro rating-48,jr�st-R18'(i3727 i i .... ........ ......, :; i _; i Maximum Level TJ-Pro Rating&Joist: i TJ-Pro rating W 74,joist=K24'(i3770) i ,�:. _ ____.._...._.___............._..._._.___ .'; '' n.,.... ........................,........................ ..............._............._...................,..................... ................. .. I Load from above i FLOOR.... E „� gaming for stair cspening asstdtned, Verify, l';; _......._. ...__"."...... . . _..". _..... .....,. ....,........... . i a _.,....._- .,_. _ _ _._._. FIB Can aim ............. . "............,."...-."..__... ........._...................".. i r. A __...__-_ %fi t er FC1,FC3 ; "i.,I yr a i...._ , ... _... .,.,,.,,,...................."._.....___....................__.._.. _ ;,: ,� r. I: w UselOccupartcy ResidentialLivl Are = , i # u, 1 ......................Loading..is:., -...,.,,, FC1:40.01b1ft2 Live Load& 15.0 Ibtftz Dead Load ............."......_..._........ c..", � � I.F �' ti. _3 _ _...........". ,.''��r.,; .,,, , ua __ w FC3'40.0 iblft=_Live Load&10.0 IbiftZ Dead Load foorArea 11 _ i -___-_.__. _. f i , Maximum Allowed Deflection: i LJ480 Live Load&U240 Total Load I 2x4 minrmum _ _ -...._.. . ..._...,_.. _.:, , r _ , ,._ squash blocks _ __.._.__. CS 3 Use 2x4 minimum squash blacks to TJWPreo9Raed Aver Information: FC1:5B'FC3:"65 ___._, .__.___._..___,VV".,,__v_ W _-.._. ,. !. .. transfer toad around TJio jafst _._....,-.. .._.., ..."" _....._.., __. ... ___" _.. .:................: ... ... . , _........._....""_,. _.",. __ Directly Applied Cei#ing: FC 1:G sum 112"`"FC3:Kane __ _...,....._.._ .....,.r _. ... _.................. .._ _...._ .... YP 5TCa1 Decking Attachment: Glue and Nail ` ............... . ,.. i Decking Material: 23132"x48"x96"Weyerhaeuser Edge Gold Panel(0124)T&G SF ' E I A3t _..__ __...- _. _----- ......._.___. ... ...._. _ _._,,_ " .._. . ... . _ t Perpendicular Partition: No i _.....____._..._._.__..._.._................."..._.. .._.,..._.. ,"_,___.___._,_._„__.,.__.,.._,_._�.._..,,_......_.,.1._..__"._,_ .__-.__-_•_w w..."" Strapping at max 8'o.c.: ? Norte _- ...."__•...,___..._._,.,,._...;..,..1..._., ,_._......__._,. .........- . .,._.,___,_.._..".-____...._ ..._........ ........"._..., . Blocking at max 8'o.c.: : No Pouted Floartng. , No i I ,....."...".................................._..,,................. , ............"...-...,........_...."_......_ ..............""."..-_.,,, .«.........._..."..."._.,.... i GENERAL NOTES: _.....,..,. ❖ Joists may be shifted up to 3"from on center spacing to avoid I : ' r'�Wrv-APC}iJ hanger interference,flush beams and/or plumbing drops, DO .�`',�, ,-- ~."`�f' `\ NOT CUT JOIST FLANGES. j �u I J-QG; ' t1•P, _ e i �'' G ( '� � � WARNING1 •o All EWP beams have been designed assuming full width s Joists are unstable until braced laterally f `' �. {1\\ /� dth Support +y LU ..A ''`s` )r' // fi of the members/plies, unless noted Otherwise. Q Bracing Includes. ,,,, +Hargers •Rim Board •Rim Joist ` ""' p ' K" i C +Blacking + sheathing •strut Lines ti i I r 4-.r„ r`E� ,.. " r' . N } This drawing may contain deviations from the original project 1 v = ` �,,! ��'�' ` � �';c f documents. It is the responsibility of the contractor#o notify the : ; }" (.154;F) _ �'`.� s f jj �� ? project Design Professional of these deviations to verify I _ ; -� "► , : . -__•_� w-'-'` conformance with the original design intent of the project. i a _ ! �j Ne i �61 k. € 1 DO NOT walk on joists DO NOT walk on joists DO NOT stack building ❖ This layout is intended for the use of TrusJoist engineered woad "� ! ' M I -6' SYMBOL LEGEND U , i Lcs �-. I until braced that are lying flat, materials on unsheathed -- i M products Only. The substitution of other wood products with this ; =- 0 1 ; INJURY MAY RESULT. Joists.Stack only over XX" ' i W i s"" i : Bearing Length Requirement layout is NOT PERMITTED. Please identify the TJI, r.._........_"__._�_ _.__ _... beams or warts, x," " # Line Load TimberStrandC3 LSL, MicrollamCR7 LVL and Parallarn®PSL stamps WARNING NOTES: i " Lack of proper bracing during construction can result in serious i Paint Load on the product to ensure that this layout is valid for the products I accidents.Observe the following guidelines: ? Area Loans r-.-._-_-----.•.,---••-••..__........_....._..._ ._.. ...,..__.........__..."_., actually Installed. i 31305 1.All blocking,hangers,rim boards and rim joists at the end supports of the Tdlo joists must be completely installed and property nailed, . BBO Member try Others 1 2.Latedal strength,lice braced end wall or an existing deck,must be established at the ends of the bay-This can also be c6o Closure By Others . .I accomplished b a temporary(x permanent deck(sheathing)fastened to the flit 4 leaf of lets at the arxi of the bay. ��" _".__._._..._ y p ry pe g j4 y ; Onl header a enin s and roof loads which affect Weyerhaeuser I 3.Safety bracing of tx4(minimum)must be nailed to a braced end wall or sheathed area pas in note 2)and to each joist i ULA Under Load Above : Without this bracing.buckling sideways or rollover Is highly probable under right construction/oar's-such as a worker o _._"_......._.... .._.....".."..._,_," : prod zeS ave been denoted on this layout. In addition to and Sheet LlCt St one layer of unnaiiadsheathing, ; I r' Toilet/Shower ower Plumbing Drop : 'CS'detail callouts Shawn, solid blocking and/or squash blocks are i 4.Sheathing must be completely attached to each TJLa)vial befara additional toads can be placed on the system. F IDS O© `,"" Tub Plumbing Drap 5.Ends of cantilevers require safety bracing an tmtrr the,top and bottom Ranges. I required to provide vertical bad transfer from all concentrated load I 6.The flanges must remain straight within 1i2"from true alignment (�"" :: Wails Above facatians to foundation below. See Pocket 1=ramers Guide for : 1 of 2 Weyerhaeuser,#LevelI,,Microtlam:�,Parallam�„Silent Floor,TimberStrand!r,TJlp,TJm and Trus JoisW are Framing I XX Detail Caiinut Label E registered trademarks of Weyerhaeuser NR. @)2012 Weyerhaeuser NR Company. All tights reserved. i rr r n ; 1 appropriate detail{s}, I Scale: 1/4 = 1 -Q ._ .._..._.......__ _..._.."...._.... "_.,, .__.... _ ._..... .. ___ i THINK SAFETY-READ INSTALLATION,'INFORMATION BEFORE PROCEEDING a� HOW MUCH iS YOUR TIME WORTH? t_..._.__.._...-._..__-_ .__._____._ -____ __._..___.____._ ___... i aU . Framing Connector Summary w Tired of spending time nailing,screwing or bolting multi-pty beams ----__.___...._. __.-_.___.__.._. -.___, p Plot1D Oty Manuf Product Backer Btks Web Stiff and columns together? Step up to a solid one-piece sptution. r' H1- _...._.___1.. Simpson ITS1.81/11.88 -No ._._.... ...- - .__._._ _ No ` �0- UO 3 When sheathing thickness exceeds', , �, . - .r','`' k'r~sar I H2 1 Simpson HHUS7.25/10 No No O g a ' :^; <` �: " : - u H3 2 Simpson IUS2.37/11.88 Y trim sheathing tongue at rim board » s0 t- ! Si*) >k s'6 r., "sr,.r..:.''.' :. ,.:� H4 21 No llJ O E Ili• t'C.. i 4. a � f�late nail-16d(0.135 x 3'z '�r.> � � , �. NO Q) €4 �� �at 16"an-center* 4` ,;A �',' ';,,^ x��'=z Simpson iU 2.37/11.88 No � Floor panel nail-Bd(0.131" C j� / x2z"} at6"otreenteP ; a:'•.�.'e� �,..• ;� ��y, " �. _..._._. _.-....-._.-._.__._--_, -- -'---._•____-.__ _--_.-..._ � 3 I -Web Stiffeners required r�; of Y - .. __.._.__ -. _ _. _ • t_• Products F r ----- -- - - e .. > each side at A3, W "' 'mow" _ Phe Ne r 0jo 1 .°� P1ot10 _ Length Product s t � 1 �1'n"TknberStrand`") LSL or 1 36 joist..., °Ew ... ,. '�,; ..,`" ;�J.., 'r' "_" t 11 7/$"TJI 36O10'St 1 83 { 0 � to 1 -TJe rim board' : R18' 18''0" N V R16` 16'0" 11 7/8" 5 nail- 31 3 ='°aft \� at6 on-center' TJI 360joist 1 5 c � � X Toe n lad(0.t •x ") RS" 8'D" 11 7/8"TJI 360 joist 1 (>f l r M1 18'0" 1 3/4"x 11 7/8"2.OE Microllam LVL 1 1 •S� " «w Lai i M2 10,0" 1 3/4"x 11 7/8"2.0E Microtlam LVL 1 1 A3 ';A3.1 A3.2 ,A3.3*Conventional construction code minimum la use ry y AARALLA P7 20'0" 5 1/4"x 16"2,0E Parallam P " c ^✓` with A3 only,See the WeyerhaeuserT IM }�,t� ' p'� V I i -'''_`^S ecxers Guide,#TJ4",forA3.1-A3.3 d�� PSL � Columns I PSL(East) 1 1 i 9i P2 14'0" 31/2"x 11 7/8'2.OE Paraltam PSL ( A31 A3.2':A3.3 .p A W W installation specifications and applications. The"solid"chPick toupr put it inr,keep on fromingl eams and columns. P3 10'0" 3112"x 11 7/8"2.0E Parallam PSL(East) 1 P4 18'0" 7"x 11 7/8"2.OE Paraltam PSL(East) 1 1 I E STCal 16'0" 1 1/8'"x 11 718"TJ Rim Board 1 g i , 3 Wall Framing ! -0 t PtotlD Length Product _ _ Plies Net Oty-- MHd1-2 10'0" 1 314"x 7 1/4"2.0E Microllam LVL 2 , CL Accessories { i I Piot1D Length Product Plies Net Oty - 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0124)T&G SF 1 49 C' Z Z --__---" -_"-9 1I8" 71$"x 2 5116"Web Stiffeners ; _ (CS An additional {0 psf LL has been added to account for code re p ; minimum requirements in non-sleeping rooms. p ° c ,, � L Q i i ; RO¢F LOADING: 2 c "8 m v V 30#PSF LL(Snow} _ 1 F- c , 2 Load bearing or wall boot above Blacking panels may 2O#PSF pL I p Lo 'C . " a h C (must Stack over wail below) be required with 0 m ° N r-+, i r? shear walls above or N E E N M- - - ._.- _. Blocking panel O t qh- below-sea detail 81 -I c C N a m i � rt 2x4 minimum STCai MHd1-2 m rn cat o'o' m i m— l d A3 rrico ro squash blocks - O ro = _� �'.� i -- i _ ``,.x. t---r—'---- ,- _,." t-. v i. 1. :i.s�- _ ...._... a ,t .A ..- _...__- ...�__I,__-. _._.._._.. .__-.• -___... ._� _.-..-: ._. _ a f �y T7 _ .O I G%r .1w 4) 1p = V°i �° 'c �. O i I �ID to kin 3 ro v j o` ul w m m Q Cl Web stiffeners ,; �O C� cfl p� O (, l required each side ofr° r j I i' ' f ) C C >_ - ° B1 Wand 82W O O c U aV O _ i B1 I B2 i II G C f i E a E .`� p N` t I � - ai c� LO t IRC 502-7 requires lateral restraint(blocking)at all I _ Q O C_ Q. o j31W,B2W, Intermediate supports in Seismic Design Categories i I Q. _ 00,D 1,and 02 to strengthen the floor diaphragm. i U V O t7> N ;v I •� �- 1-- v c ro ro C M N c F- I� i. I Q i �� �, I i 1, t ' �ssc R�FdF � � `t G � ° ° �0 -0 0 ( I! ` r �In .0 _ Cl) 10 , ( 6: r j N i i 7 t6 kll 'D -N sQ) (� f I' i. G, R18' ccu in = E C '� <� i - 8' i E I I i C in N O ( U in M N U �. ! a , 'e ° ° � via Q i 1 art1 { P3P3P3 { If L11, CD --Load bearing or shear wall - - I-- --- - - - - � —," --r-,*-—— TCa1 above(must stack over 3 R34 " welt below when present) � - -.-i. : \ i W s End of joists at centedine of support i Blockingt `o I panel ?i fs Web stiffeners required on each side of both ; u) I r - . t , : , (` joist ends at BOW R34' i R16'' 1 ! B4 B4WWO i -.__... ___. .__- -j _- --_ _._.. • -- 1 I IIrV W I" STCa1 CD 4 I co "in Co p N F�r"^y^ ; I e t. O E f I I ., R8' i 4 ' I O } m � — i EL NOTES C C35 _._-_-.__. _ 3/1412025 _..______.---..__.. --_____ .._.. _ ____.__-_ •.r I L i I I , i i cco I €' File Name: 05.jv1 -... _... ...................._ _._. ..__._. J i� IY 0 i 313 t ( R j f H3 ____ _.. ._ �,_ i i Level Name 2nd Floor" �.._._._ _Hj4 _' - - i -- L .. —Buildng„C _.-- _ _._.._.._-. IBC/1RC2021" �- --- i ode: STCa1 —— —— ——P1 Members with Design Overridden: TJ-Pro Rating(Weighted Average): 54 I Minimum Level Ti-Pro Rating&Joist _TJ-Pro rating37,joist=R34't387O 16 o.c. —�. Maximum Level TJ-Pro Rating&Joist: TJ-Pro rating=72,joist=R8'(i3837) C ; I FLOOR ' Floor Container: FC2 Use/Occu anc — �. � .._Y� ResidentiatLivingAreas i i p Flow Area Loading is: 30.0 Ib/ft'Live Load&10.0 Ib/ft'Dead Load Maximum Allowed Deflection: L/480 Live Load&U240 Total Load TJ-Pro Rating Information: - _---.. _ _ `load from above i �WeightedAerage: }' i Directly App Ceiling: `_-Gypsum_112" -- i' DeckingAttachment: Glue and Nail Decking Material: u ` 23132"x48"x96"Weyerhaeuser"Edge Gold Panel(0/24)T&G SF icular j ion- Strapping at max$to.c.: Nones l 2x4 minimum Blocking at max 8'o.c.: No I , squash blocks CS ' Use 2x4 minimum squash blocks to Poured Fluorin : -- transfer toad around TJlm�/Dist ,-_ -9 NO i , GENERAL NOTES: ' a j s Joists may be shifted up to 3"from on center spacing to avoid I ' 1-1 hanger interference, .- ..rt ARC1,, 1 c��c.� �� 9 flush beams and/or plumbing drops. DO NOT CUT JOiST FLANGES. o f 1 ## i � \Y U� , ,t� WARNING Joists are unstable until braced laterally /,i , ;;� j ❖ All EWP beams have been designed assuming full width support (D Bracing)includes: k47 �,M.' of the members/plies, unless noted otherwise. Q • Blocking • sheathing • strut Lines '�- • Hangers •Rlmaaard •F{imJoiSt ''a. r. i ❖ This drawing may contain deviations from the original project v ' ,• documents. It is the responsibility of the Contractor to notifythe C o ' >- Tf;r �� project Design Professional of these deviations to verify Z3 z conformance with the original design intent of the project. v {9 p 1 CD DO NOT walk on joists DO NOT walk on joists DO NOT stack buildiin ••. g This layout is intended far the use of TrusJoist engineered wood until braced. that aretyingflar. materials SYMBOL LEGEND i tom.} to , "•'� l -- products only. The substitution of other wood products with this o I: INJURY MAY RESULT. joists.Stack only over i !-----�" E xx°; Bearing Length Requirement layout is NOT PERMITTED. Please identify the TJI, € beams or walls. - 1 Line Load t TimberStrand®LSL, Microllam® LVL and Parallam®PSL stamps I WARNING NOTES: l 1 on the product to ensure that this layout is valid for the products Lack of proper bracing during construction can result in serious I Point Load Area Load accidents. serve thefollowing guidelines; I actually installed. 1.All blocking,hangers.rim boards and dm joists at the end supports of the Ua joists must be completely installed and properly naited. j BBO Member By=Others i 3 305 i 2.Lateriat strength,like braced end wall or an existing deck,must be established at the ends of the bay-This can also be accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the and of the bay, i CBO Closure By Others •�• _ --.._._._ _____ -.__-_..._______. Only header openings and roof loads which affect We erhaeuser 3.Safety bracing of ix4(minimum)must be nailed to a braced end watt or sheathed area(as in note 2)and to each joist. ULA Under Load Above I y i Without this bracing,buckling sideways or rollover is highly probableunderlightconstructionloads-suchasaworkeror _ _. __ _ .. ....... ....... product sizes have been denoted on this layout. In addition to and ,�ifl@@t one layer of unnailed sheathing. ' Tollet'Shower Plumbing Drop 4.Sheathing must be completely attached to each TJIe joist before add,tionai loadscan be places on the system. �-y I i 'CS'detail cailQUts shown,Solid blocking and/or squash blocks are 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. S e Ca 1 1 d Floor i Tub Plumbing Drop B.The fla es must remainstrai straight 1/2"from true alignment. i required to provide vertical load transfer from all concentrated load , i flanges g A Weyerhaeuser,ILeveM, ,Microllanrt%Parallamv,Silent FloorD,TimberStrand,TJIS,TJe,and Trus Joisto are Framing Plan Walls Above locations to foundation below, See Pocket Framers Guide for of d C)X Detail Callclut Label j registered trademarks of Weyerhaeuser NR. 0 2012 Weyerhaeuser NR Company. All rights reserved. rr r n i appropriate detail(s). Scale: 1/4 - 1 -a ACOMPLETE JAVELiNR LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE. N1101.5 (11103.2) Information on Construction Documents N1 103.1 (11403.1) Controls (Mandatory) Construction documents shall be drawn to scale on suitable material. Electronic media N1 101.14(R401.3) Certificate (Mandatory) Not less than one oft, shall be provided for each separate heating and cooling documents are permitted to be submitted when approved by the building CjF j i i N1 103.3 (R403.3) DUCtS Construction documents shall be of sufficient clarity to indicate the location, nature and A permanent certificate shall be completed by the builder or other approved party and system, extent of the work proposed, and show in sufficient detail pertinent data and features of posted on a wall in the space where the fore: ce is located, a utility room or an approved the building, systems and equipment as herein governed. Details shall include the following location inside the building.Where located on an electrical panel, the certificate shall not Ducts and air handlers shall be installed in accordance with Sections 1,1110-1.3.1 through as applicable: cover or obstruct the visibility of the circuit directory label, service disconnect labe' or other N1 103.1.1 (R403.1.1) Programmable Thermostat N 1103.3.8. _3 1. Insulation materials and their R-values. required labels.The certificate shall indicate the predominant R-values of insulation The therrnv�stat controlling the primary heating or cooling system of the cl,.P�ellifY' Unit installed in or on ceilings, roofs,wall:;,foundation components such as slabs, basenlent 0 ,valls, crawl space walls and floors, and dUCtS outside conditioned spaces; U-factors of shall be capable of controlling the heating and cooling system on a daily schedule to 2. Fenestration U-factors and solar heat gain coefficients(SHGQ fimestrati3n and the olor ecytgain coe ff inipnt(SHGC) of fenestration,and the results from . maintain different temperature set points at different times of the day.This s h 3. Area-weighted U-factor and solar heat gain coeffident(SHGQ calculations. any required duct system and building envelope air leakage testing performed on the thern,�Ios:a�,,shall include the capability to set back or temporarily operate the system building. Where there is more than one value for each component,the certificate shall to maintain zotie temperatures of not less than 557(1 30C) to not greater than 850F N1103.6 (R403.6) Mechanical Ventilation (Mandatory) 4. Mechanical system design criteria, indicate the value covering the largest area.The certificate shall indicate the types and (29'Q.The t heft nostat shall be programmed initially by the manufacturer with a efficiencies of heating, cooling and seniice vjater heating equiptnent.Where a gas-fired heating temperature setpoint of not greater than 70°F(21'Q and a cooling 0 5. Mechanical and service water he.ating systems and equipment types,sizes and unvented room heater,electric furnace, or baseboard electric heater is installed in the temperature setpoint of not less than 78"F(260C). The building shall be provided with ventilation that complies with the requirement efficiencies. residence,the certificate shall indicate"gas-fired unvented roorn heater," "electric furnlce" Se-ction M1 505 or with other approved means of ventilation. Outdoor air intakes al 6. Equipment and system controls. or"baseboard electric heater," as appropriate.An efficiency shall not be indicated for gas- exhausts shall have c *,r y fired unvented roam heaters, electric furnaces and electric baseboard heaters. N1103.1.2 (R403.1.2) Heat Pump Supplementary Heat (Mandatory) automa t or gravit dampers that close when the ventilation _� 7. Duct sealing, duct and pipe insulation and location. 1-dear. pLnn,!-,- having supplementary electric-resistance heat shall have controls that, not ooerating. 8.Air seating details. N1104.1 (11404.11) Lighting Equipment (Mandatory) except during defrost, prevent supplemental heat operation when the I leat pump compressor can meet the heating load. Generated by RESCheck-Web Software N1103.5 (R403.5) Service Hot Water Systems Not less than 90 percent of the permanently installed lighting fixtures shall contain only N1 102.1.2(P.402.1.2)Insulation and Fenestration Criteria du high-efficacy lamps. Ttie�ll,�,,;-�',,-,-t,,ci,�,,��,, shall meetthe requirements of 12 based on thecl,,a,:;,,, wspecifled in 9,o or N1111,?, Energy conservation measures for service hot water systems shall be in accordance with TA Of C&H 4A)4 *3 IDAM 4 411 Compliance Ce-irtificat%= Sections N1 103.5.1 through N1 103.5-4. 0 - N1103.5.1 (R403.5.1) Heated Water Circulation and Temperature The 2020 NYS energy code includes some requirements that are likely not farnihar to many udders and conti-actolrs. It is our goal to make YGLI1- PI-0ject Full smoothly and roject Slick Residence • Maintenance Systems (Mandatory) Without issue . To insure this, please see that these d0CUments are distributed to the ierqv Cede: 2020 flevi York City Energy Conservation Code ii Heated water circulation systems shall be in accordance with Se tion 103-5.1 J. associated contractor in order to provide some gul w th meet ng the flew code I I )Catiorl- Mattituck, New York Heat trace temperature maintenance systems shall be in accordance with Section re q u re rn e n ts. )nstruction Type: Single-family N1 103,5.1.2.kromatkc controls,temperature sensors and pumps shall be accessible. `Dject Type: flew Construction ManUA controls shall be readily occessible. nject SubType: flon e rfentation. Bldg. faces; 45 deg. from north N1 103.5.1.1 (R403.5.1.1) Circulation Systems 3nditioned Floor A.rea: 3,879 ft2 lazing Area 15% Heated water circulation systems shall be provided with a circulation pump. mate Zone- 4 (5331 HDD) The system return pipe shall be a dedicated return pipe or a cold water supply !rmit Date: pipe. Gravity and thermosyphon circulation systems shall be prohibited, !rmit Number: Controls for circulating hot water system pumps shall start the pump based on I Electric false the identification of a demand for hot vi�,M,r within the occupancy.The controls RenewaYe false shall automatically turn off the pump when the water in the circulation loop is as Changer false at the desired temperature and when there is no demand for hot water, as eattte-!Y: fare as Heat Pump- false NI 103.3.3 (R403.3.3) Duct Testing (Mandatory) onstruction Site: Owner/Agent: Der,igner/Contractor: L0530 Old Scund Avenue jerimie & Nicko!e G ck- Peter Pod'as I atftuck, NY Vatti_uck, NY T". 7,7 DuCts shall be pressure tested to determine air leakage by one of the following Vf . methods. -A 1. Rough-in test: Total leakage shall be measured with a pressure differential omp!iance: 5.8% Better Than Code Mnxirrurn U L: 794 Your UA: 748 MaXi-1,.:-1 SHOC: 0.40 Your SPG,'-: 0.28 Eettere,warre r a-i coje sldtx re9es how cir--t!*x comp",arcet7e,'hoirt is bared on codt trod« rue:. of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air IDOES NOT privAde an eztrive 0 ers-_r;V Lre or cow re!atve to 2 mir-rur-code horse. handier enclosure if installed at the time of the test. Registers shall be ab-or-grade tradeeffs are no lcnger co!-z;dered ire the U_` or pe7fomiarcrz compliance path ir, RESchezk. Each slab-on-gradL- ciEsembly in t`ie- specified clin-ate zone must meat the rni-,:n7u--n r=-8ergy code inzilatior R-va'ue and depth requirerreents. taped or otherwise sealed during the test. Mechanicat Ventilation 2. Postconstruction test: Total leakage shall be measured with a pressure Sharo-cl Multifamily Systom Envelope As-semblies 7, 14 differential of 0.1 inch w.g. (25 Pa) across the entire system, including the Two Exhaust Onlytis manufacturer's air handier enclosure. Registers shall be taped or Unablo to Moasurp faLsQ otherwise sealed during the test. Dglivo_ro d CRA 92 Ceiling.- Flat Ceiling ear.scissor Truss 1,677 30.0 0.0 0.035 0.026 59 44 Adj. Sgnsiblo Rocovory Efficiency 0.00 wall: wood Frame, 16" o.c. 429 19.0 ok 0.0S0 0.04S 8 6 Adj. Totat Ro-covp-ry Effici o_ncy 0.00 On-entation: Front Exceptions: Door: solid Door(under S014,� glazing) 42 0.190 0.270 B 11 Hour-, Por Day 24.0 0-ientation- --ront Please see that this page is given to Fan Pmvor (watts) 23.0 Dcor 1: Glass Door (over 50'30 glazing) 1. A d,UCt air-leakage test shall not be required where the ducts and air I the general and insulation contractor GHGC: 0.28 36 0.310 0.270 11 10Orientation: Front handlers are located entirely within the b,,fiWjrg th,'r-f"ma!ew6opc. The assembly and equipment va!ues listed below were used in the preliminary HERS model for your Window: Vinyl Frame project.You can value engineer these,but please contact us with the as-bOd values so we can SHGC: 0.28, 211 0.310 O.270 65 57 2. A duct air-leakage test shall not be required for alt icts serving heat or update the model and head off any possible issues at final. 0,�entatiom Front roundation Unc to Amb 2"HD foam Wall 1: Wood Frame, 16' o.c. 372 19.0 0.0 0.0so 0.045 22 17 energy recovery ventilators that are not integrated with dijctLs serving Floors over Amb R30 LD foam 0-.fientation: Righ! side Floor-,over Garage R30 LD foam heating or cooling systems. WallstoAmb 2"HD fo3m w/R13 Batt A Ldritf. " _'Utdrrtpwri tLuL *oj KtfpUrt UdLt!. 11_j11jZc+ WaVs to Garage 2"HO foam w/R13 Batt Page 1 of 10 Windows U=0.32 or lower Vaulted Ceilings R30 LD foam Sealed Attic R30 LD foarn A written report of the results of the test shall be signed by the party conducting Boleer/Fumace 95%AFUE the test and provided to the haildir,,g off Water Heater 95%Instant icioll. 0 A Air Conditioner 16 Seer " RES CHK Lighting LED w X, Appliances Energy Star or equal Q liequired Mecnamcw ventilation for Bui,d;np: 9Z Li r L MR. & MRS. 5LICK lsolor Photovoltaics Required For Compliance: Please contact us if you have any questions or to update the model with any proposed changes. s. PETER T. PODLA5 ARCHITECT BOX 1055,REMSENBURG,NY 11 q60 631-325-oq29 DATE 04/28/25 5GALE: A5 NOTED ; L 1�J, ARCHITECTURALL 7 2025 ROOF SHINGLES ng I 'I IT nr,�Irrg 1, _T_r t &0 T� T* I r , :, 7 I Y_ I 1,_� -I Lj r`r lj�l I_prlT'af I — 4, ,a,' I� I T ,��, T rlri !T 1HARDI-FLANK :,CLAPBOARD 4 T,1 2 I ITT Ii. Tl, 1536 7"y 17- - 777 71,177-7--! IT 45d 4 5 d ilf, BOARD T"TTT � BATTEN 4 41.2 2 3049 I 3070 2449 2449 1244q I MASONITE 10 el. 2q.0 j el. 26.0 FRONT ELEVATION 1/a ll = 1 1-011 IT I r,,'�-,ARCHITECTURAL I E5 7, . I TIT T L,7111,L-,-WT_ I mWt j PLANK (Z iO4' CLAPBOARD SIDINr, IT ILI TIT' 45d 45LI BOARD FYPON BRACKETS BATTEN Z I J I 5111 INC, (M 3049 80611 1 2) 1 10 II . ---- I I it I ' il IIIII I II I � I ', 101 II el. 2q.0 el. 26.0 REAR ELEVATION T HARDI-PLANK TIT- �I, -Sm, CLAPBOARD IT 12 10 :BOARD& 13ATTEN li � II 45d 45d — — — — — — — — — — — - -- — — — — -- H244'1 — — — NZ 60.0 6q.2 304 10Q - L W 10.0 M el. 2q.0 1N L II 51DE ELEVATION 1/all 1 1-011 el. 21.0 q I T ARCHITECTURA L ROOF SHINGLES 17 [Ell i (2)304 F REV -1/b/2025 j 45d Pyramind Law Jill 12 q Pyramind Law �17 A_ 45d 6q.2 * N M, I BOARD BATTEN 8, -1 MR. MR5. 5LICK Full Ir 60 BIDING 2810 MASONIT Is 10e. 10 J H � l el. 2q.0 PETER T. PODLA5 el 21.0 ARCHITECT BOX 1055,REM5ENBUR6,NY 11 C160 631-325-OC12cl 51DE ELEVATION DATE 04/28/25 J 5GALE: AB NOTED FL 1 5CTM# 1000-122-2-15 LOT AREA 28,Sg8 50. FT. PROP05ED 4 BEDROOM SYSTEM + 1 FUTURE LOCATION ADDRESS: 10530 OLD SOUND AVENUE, THE GOVER5 FOR THE FUJI 5Y5TEM ARE LE55 THAN 60 1-135. U5E TUF-TITS 5AFETY 5GREEN/DEVICE MATTITUCK TOWN OF SOUTHOLD SUFFOLK ENGINEERS CERTIFICATION REQUIRED VERTICAL DATUM- U50&675 DATUM (NGVD 1g88) SUBMIT P.E. OR R.A. CERTIFICATION BOUNDARY AND TOPOGRAPHY BY FIELD MEASUREMENT BY FOR INSTALLATION AND CONSTRUCTION PAUL BARYL15KI LAND SURVEYING DATED JUNE 13,2024 jewe P OF IA/OWTS PROP05ED SEPTIC SYSTEM FOR SOVNQ FOR FINAL APPROVAL. USE FORM WWM-073. (1) FUJI CEN7(OWTS-100 GPD) tip° (1)` 10' DIA.X 13'-0" DEEP LEACHING POOL(400 5.F.5.W.L.A.) U51NG 1 POOL WITH 1 EXPAN51ON Q Jai iota i N-j3d33.�ONti ry^� ONO Jt\� tib lip i 13233 POLE , CONCRETE.... . . .... .4000 psi @ 28 Days W � r,� POLE C��t j ryy. 1�E13 WIRE Y''�1����.''. . . . . .A..�Y�1'� �`-132 �r A-1�� 0 Remove o \\\ CIO" \ PROP. existing o \, \ * r \•\ -71 GRAVEL sanitary O� T 5T ♦)b \ w f per 50HD b �tem as OLE \ O tQ• DRIVEWAY b ry 4i \\ ReNuove exlsti� ;7, Y gyp• �. i sanBan)�system to e standards ON \ abandon$d,pumped clean,removed and \ 1 ♦ replaced uAtR new I/A N6 ♦Y ♦yb 0 \ J f tem:\ 5 e � b- \• 6 \ W Q \ \ \ 1 �� \s o ed `' DW Gip 0 A3 bb \ 6 \ !� e�cem b1IN 10 � Q 0 ON 19 e� 4e 0 b ` o1 \ '4e tJ� \ °° 1°' rybh ti� 1b \\ pc \ I '\• MIN ti �q ♦ 6- 8' Ele0sir �q ` RZ Ld�® + �q��q �c� }+e�'''- -•I �r i :�i' Zp� LAND N/F S \ ° services a ICril� � (� �, ��� l�� } � - �. \\\ •�� 10 x 13' B, •� to Om5 ^ •\\ /'�� DONNA SMITH �� l EXP pump ,- {y�, l0 •_( ',;,�„�,� _ + JOHN HENRY MURPHY 't9 PROP05ED KIRBY SMITH MERED •`.� a\ ITH ELIZAB SMITH \•\ rya. SANITARY ;5\11 Li i�CM I� � � r��I yA M® ® I rx, a 4 . , (PUBLIC WATER) „ JUN - 3 2025 -- '\ FRAME(EXISTING) GAR. \•\ GARAGE ♦yAy 1 4.57E \ Building Departinrnt \ o LANDN/F SITE PLAN Town OfSOuthold DAWN WILLIAMS& /SHED SHAWN WILLIAMS SGLP 1 " _30� (PUBLIC WATER) (NOT TO SCALE) G.O.(see Water lines must be inspected by the HOUSE ELEV. EL.31.0 Detail G2) 12"risers w/ FINISH GRADE Suffolk County Dept. of Health Services. access covers ELEV.2q.0 FIN15H GRADE Call (631)852-5754, 48 hours in to grade s i l d h t 2q. .0 advance, o schedule ns ectionr ELEV. ELEV.28.0 ELEV R ( )• 2q.oF LEACHING P001-5 12"riser V MIN. Abandonment of the existing sanitary system must be in TOP EL.min.4"dia. min.4"dia. conformance with the Department's requirements. 5CDH5 APPROVAL AREA - - fib" ELEV.28.0 Submit completed form 1MNM-080 as proof Approved pipe tINV.EL.28.0 min.pitch 1/8'/1' LEACHING POOL INV.EL.28.33 min.pitch 1/4'/1' 3'GLEAN SAND IA/OWTS Fuji Clean TEST HOLE DATAINV.EL.21.1-1 13.0' COLLAR INV.EL.2?.84 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 3'MIN. BOT.EL.14.50 (NOT TO SCALE) PERMIT FOR APPROVAL OF CONSTRUCTION FOR A GEN-?FUJI s detail1-0 BY: ROY K. REISSIG, PE SINGLE FAMILY RESIDENCE ONLY ELEV.23.0 1 POOL \ 10.0' // MAINTAIN MIN.3'ABOVE HIGH APRIL 26 2024 @ 10:00AM SYSTEM \ Backfill w/clean sand&gravel 5EA50NAL GROUNDWATER collar material R-25-0512 6'min.penetration into virgin AT H.S. REF. z strata of sand and gravel 0,0'-0,3' TOP SOIL PT APPROVED FOR MAXOUM OF 4 EDROOMS - - EXPIRES THREE YEARS FROM DATE OF APPROVAL OWT5 TANK(1) LEACHING P001-5 (1) = 0.3'-13 BROWN SILT SM 1.OWT5 TANK 5 BEDROOM HOUSE 15 A GEN 1(4 bedrooms+ 1 future) 1.M1N.LEACHING SYSTEM FOR 5 BEDROOM HOUSE 15 400 50.FT.SIDEWALL AREA 2.ALL JOINTS SHALL BE SEALED 50 THE TANK 15 WATERTIGHT. 1 LEACHING POOL; 13.0'DEEP,(13.0 V.F.T.X 10'.0'DIA.)W/1 EXPAN51ON POOL 3.OWT5 TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS 2.LEACHING POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE OR EQUAL W SYSTEM DESIGN WITH A MAX.TOLERANCE OF 1/4"IN ANY DIRECTION) LEACHING 5TRUGTURE5,SOLID DOMES AND/OR SLABS. ;=' ''_•^'`" "`' ' ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3.ALL COVERS TO BE PRECAST REINFORCED CONCRETE(OR EQUAL) _� 1.51-8.0� BROWN SAND s f` 4.A 10'MIN.015TANGE BETWEEN OWT5 TANK AND HOUSE TO BE MAINTAINED 4. MIN 8.0'DISTANCE BETWEEN LEACHING POOLS AND 10.0'WATER LINE TO BE MAINTAINED SP 5.8.0'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND OWT5 TANK TO BE MAINTAINED PALE BLOWN `' '� pj `-' ' SLIGK RE5IDENCE 8.0'-17.0' SAND AND GRAVEL �. _e �,. ♦��f G1 SP PETER PODLA5 ARGHITEGT NO WATER PO BOX 1056,REMSENBURG,NY 11960 631-325-092cl INWYV.PETERPOD LAS.GOM SCALE:AS NOTED 10530 OLD SOUND AVENUE, DATE: 3/26/25 FUJI GEN 1 MATTITUCK SURVEY OF: PROPERTY LOCATED AT MATTITUCK TOWN OF SOUTHOLD EN U E SUFFOLK COUNTY. NEW YORK Av S.C.T.M. # 1000-122-2-15 O•U N D i AREA = 26.898.5 SF. s SCALE: 1"=30' 6 NOTE: THE EXISTENCE OF RIGHT OF WAYS. �52-55 ALE 26. WETLANDS AND/OR EASEMENTS OF RECORD Jt1� /' IF ANY. NOT SHOWN ARE NOT GUARANTEED. &0, tk ELEVATIONS REFER TO 1988 NAVD ti9 ELEVATIONS SHOWN THUS +++ POLEcp/ �( � 0 CO Z�m 56 O Lp L. O A'� 's 'c9 O y a 2 m O: 2 � �0�0296 ,LQ F om _ cry 2�6 LAND N/F DONNA SMITH 6 JOHN HENRY MURPHY KIRBY SMITH MEREDITH ELIZAB SMITH ZA6 tiP Q�F f�O 05FRAME 2 r` GAR. GARAGE 2p�� S 6-\5bc 5 SURVEYED BY: PAUL BARYLSKI LAND SURVEYING �O<allos�� -6 3mm PATCHOGUE NY 11,72 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 'O SHED LAND N/F PHONE 6 31-2 9 4-6 9 8 5 OF SECTION �OF TICS SURVEY MAP NOT BEARING THE 9 OF THE NEW YORK STATE GATION LAW.LAND SURVEYORS INKED FAX I's's DAWN WILLIAMS FAX 6 31-6 2 7-316 6 GUES�SCA NOT ITICEO BE ALRNTRUE TY S H A W N WILLIAMS R NTE ORCERTIF TIONS DIICCAED HHERN SSHL ONLY o P A U L B A R Y L S K I a Y A H 0 0.C 0 M THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO J U N E 13, 2024 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 3-1 -2 0 2 5: PROPOSED RESIDENCE 9-11-2025: STAKE OUT HOUSE 5623-FND 9-25-2025: FOUNDATION LOCATION SURVEY OF: PROPERTY LOCATED AT MATTITUCK SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES TOWN OF S O U T H O L D �+ APPROVAL OF CONSTRUCTED WORKS FOR ,mot jJ ASINGLE FAMILY RESIDENCE SUFFOLK COUNTY. NEW YORK v E 1�1 IMMs H.S. Ref No. r-25-05t2 Date S.C.T.M. # 1000-122-2-15 A AREA = 2 6.8 9 8.5- S F. N D / The sewage disposal and water supply facilities at this location have been tJ m inspected and/or certified by this Department or other agencies and found SCALE: 1"=3 0' to be satisfactory FOR A MAXIMUM OF s BEDROOMS.Z NOTE: THE EXISTENCE OF RIGHT OF WAYS. �j _� 6 JO.' l}fAN PAN,PE.,CHIEF 1 WETLANDS AND/OR EASEMENTS OF RECORD N �523LE Z6 Office of Wastewater Management PO IF ANY. NOT SHOWN ARE NOT GUARANTEED. ELEC ELEVATIONS REFER TO 1988 NAVD a / BOX 6 ELEVATIONS SHOWN THUS +++ POL5r_-• I \ W DRY WELL H-FRAME W 8' OIA X is I 8' DEPTH O 00 ,�� C sPi) 11 p, \ �s f'F GUTTERS I tP 5 _ Off'- f� GUTTERSLi DEC 2 2 2025 AC \ e� UNITS CO l v J O O ��; 299 I/ooa CD Z 9 �� * ••: CP STOOP '� _ 20' DRY WELL3i C?'§ i r:ir7 C 1 s G® B_ G� 4' DEPTH 2S °50762.\ Z� NO SJ� 4 GUTTERS �6 2 LAND N/F DONNA SMITH s OLP 6 NOTE: WATER SERVICE AND JOHN HENRY MURPHY SEPTIC SYSTEM LOCATION KIRBY SMITH Z DRY WELL 6' 8' DIA X BY OTHERS. B.O.H. REF. No. MEREDITH ELIZAB SMITH 4• DEPTH SEPTIC LOCATION �mti ,, SURVEYED B Y: PAUL BARYLSKI LAND SURVEYING FRAMEA B 6��k52 PATCHOGUE NY 11772 I/A 31' 30' GAR GARAGE p�10 S 1 GAR. Z PHONE 631-294-6985 LP 57• 38 FAX 631-627-3186 UNAUTHO2IZEO ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION o 10* P A U L B A R Y L S K I®YAHOO.C O M OF SECTION n19 OF THE NEW YORK STATE EDUCATION LAN. LAND N/F COPIES OF THIS SURVEY MAP NOT BEARING TFE.LAND SURVEYORS ONIO=D Q SHED 1 HED J U N E 13. 2024 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ED DAWN WILLIAMS 8 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO 5 3-17-2 0 2 5: PROPOSED RESIDENCE THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO S H A W N WILLIAMS THE TITLE COMPANY.GOVERNMENTAL AGENCY 4M LENDING INSTITUTION 9-11-2 0 2 5: STAKE 0 U T HOUSE LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION 9-2 5-2 0 2 5: FOUNDATION LOCATION GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. 11-17-2 0 2 5: FINAL SURVEY 5823-FINAL 12-15-2025: REVISE SURVEY Generated by REScheck-Web Software nN/1 D Compliance Certificate EC EHE Project Slick Residence JUL 16 2025 Energy Code: 2018 IECC Location: Mattituck, New York Building Department �s Construction Type: Single-family Town of Southold Project Type: New Construction Project SubType: None �� ,C$ Orientation: Bldg. faces 45 deg. from North R Conditioned Floor Area: 3,879 ft2 Glazing Area 15% j1 4 (5331 HDD) Climate Zone: Permit Date: r �"" � ^�r,• ,;:,fit. Permit Number: " k� pry ,;.ems All Electric false ...�M Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: . Owner/Agent: Designer/Contractor: 10530 Old Sound Avenue jerime&Nicole Slick Peter Podlas Mattituck, NY Mattituck, NY compliance- Passes using UA tradewoff Compliance: 20.3%Better Than Code Maximum UA: 939 Your UA: 748 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab•-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req., Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,677 30.0 0.0 0.035 0.026 59 44 Wall:Wood Frame,"16" D.C. 429 19.0 0.0 0.060 0.060 8 8 Orientation: Front Door: Solid Door(under 50%glazing)Orientation: Front 42 0.190 0.320 8 13 Door 1: Glass Door(over 50%glazing) SHGC: 0.28 36 0.310 0.320 11 12 Orientation: Front Window:Vinyl Frame SHGC:0.28 211 0.310 0.320 65 68 Orientation: Front Wall 1:Wood Frame, 16"o.c. 372 19.0 0.0 0.060 0.060 22 22 ,Orientation: Right side Project Title: Slick Residence Report date: 07/08/25 Data filename: Page 1 of10 Prop.Gross Area Cavity Cont. Prop. Perimeter Wall 2:Wood Frame, 16"o.c. 429 19.0 0.0 0.060 0.060 26 26 Orientation: Back Wall 3:Wood Frame, 16"o.c. 372 19.0 0.0 0.060 0.060 22 22 Orientation: Left side Basement Wall:Solid Concrete or Masonry Orientation: Unspecified Wall height:8.0' 12,264 10.0 10.0 0.043 0.059 527 724 Depth below grade: 6.0' Insulation depth: 8.0' Compliance Statement: The proposed building design described here is cons* en*with th b ' ing plans,specifications,and other calculations submitted with the permit application.The proposed building s be et the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatoly re uire i n RE check Inspection Ch cklist. Name-Title i ignat r Cr- '•;;; — Date fir i Project Title: Slick Residence Report date: 07/08/25 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review,, 17rComplies? Comments/Assumptions & 1164.ID Value Value, 103.1, (Construction drawings and ; '',1]Complies ; 103.2 documentation demonstrate 1E]Does Not [PR1)1 (energy code compliance for the building envelope.Thermal JoNot Observable envelope represented on i �ONot Applicable ,construction documents. ¢, 103.1, !Construction drawings and } ., Ii]Complies 103.2, !documentation demonstrate MDoes Not 403.7 `energy code compliance for [PR3]1 !lighting and mechanical systems. []Not Observable t9J ;Systems serving multiple 'ONot Applicable fdwelling units must demonstrate compliance with the IECC 1 ; !Commercial Provisions. I 302.1,. Heating and cooling equipment is: Heating: Heating: ;OComplies 403.7 : sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]2. on loads calculated per ACCA 1 Cooling: Cooling: bNot Observable Manual J or other methods Btu/hr Btu/hr Not Applicable approved by the code official. i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Slick Residence Report date: 07/08/25 Data filename: Page 3 of10 Section plans Verified Field Verified # Foundation inspection, Value Value Complies? Comments/Assumptions &,Req.lD 402.1.1 j Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 linsulation R-value.Where interior; ❑Does Not ;table for values. i R- R- 1 insulation is used,verification may need to occur during ;❑Not Observable ; j Insulation Inspection. Not ;❑Not Applicable (required in warm-humid locations; Iin Climate Zone 3. 303.2 �1Conditioned basement wall ❑Complies ; [FO5]1 (insulation installed per i ❑Does Not manufacturer's instructions. I ]EJNot Observable I ❑Not Applicable 402.2'9 1 Conditioned basement wall ; ft ft ;❑Complies (See the Envelope Assemblies ' [FO6]1 i insulation depth of burial or � � ;❑Does Not table for values, distance from to `J p of wall. ❑Not Observable { ;❑Not Applicable 303`.2.1 1A protective covering is installed `JE]Complies [FO11)2 Ito protect exposed exterior ,❑Does Not 3 insulation and extends a minimum of 6 in. below grade. !❑Not Observable , j g i ❑Not Applicable 403,9 (Snow-and ice-melting system ❑Complies [FO12]2 1controls installed. ❑Does Not ,'11❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Slick Residence Report date: 07/08/25 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Co.mpiies? Comments/Assumptions & RegID 402.1.1, Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I❑Does Not ;table for values. [FR1]1 { I ,❑Not Observable ❑Not Applicable 402.1.1 `Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1: average). ❑Does Not I table for values. 402.3.3, 402.5 ; :❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance I ❑Does Not i with the NFRC test procedure or jtaken from the default table. i ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier JOComplies [FR23]1 !installed per manufacturer's ❑Does Not f instructions. -1❑Not Observable i. 1❑Not Applicable 402.4.3 Fenestration that is not site built 1 " ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not �AAMA/WDMA/CSA 101/1. .2/A440 5 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable j limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies (FR16]z' sealed at housing/interior finish F ❑Does Not and labeled to indicate:r cfm ` leakage at 75 Pa. ❑Not Observable ; j I,E]Not Applicable 403.3.1 Supply and return ducts in attics i❑Complies [FR12]1 insulated >= R-8 where duct is ;!❑Does Not >= 3 inches in diameter and >= I a' R-6 where < 3 inches. Supply and ❑Not Observable Creturn ducts in other portions of ,j❑Not Applicable ; the building insulated >= R-6 for !diameter>= 3 inches and R-4.2 , for< 3 inches in diameter. i 403.3.2 j Ducts, air handlers and filter 1 ❑Complies [FR13]1 boxes are sealed with ; ❑Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code,as -;❑Not Applicable j !applicable. I 4033:5 .,.I Building cavities are not used as 113Complies [FR15]3 Iducts or plenums. `DDoes Not ❑Not Observable ❑Not Applicable 403.3.6(1, Ducts partially or completely 1❑Complies ; 2) Ian in ceiling insulation have EIDoes Not jFR26]3' an insulation R value not less 1 ;than R-8,the sum of the ceiling i a❑Not Observable I insulation R-value against and I❑Not Applicable above the top of the duct, and ) I ,against and below the bottom of the duct, is >=than R-19, 4 excluding the R-value of the duct t insulation. 403.4 HVAC piping conveying fluids R- ❑R- Complies [FR17]2' Jabove 105°F or chilled fluids 1 I ❑Does Not +1 . i below 55 °F are insulated to zR- 13 ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Slick Residence Report date: 07/08/25 Data filename: Page 5 of10 Section plans Verified Field Verified # Framing,/,Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.lb 403.4.1 lProtection of insulation on HVAC " '[]Complies [FR2411 piping. ❑Does Not t ; ` ,_�[]Not Observable ( []Not Applicable 403.5.3 'Hot water pipes are insulated to R- R- ;Complies [FR18121 z11-3. ;[]Does Not 1 ;[]Not Observable []Not Applicable 403.6 lAutomatic or gravity dampers are( ,(]Complies [FR19]z installed on all outdoor, I {[]Does Not intakes and exhausts. l 1 i : []Not Observable i ,:([]Not Applicable Additional Comments/Assumptions- 1 High Impact(Tier 1) 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Slick Residence Report date: 07/08/25 Data filename: Page 6 of10 ' I I Section; Plans Verified Field Verefied` ulation Inspection -.,Complies?. Comments%Assumptions. & Req.ID Ins Value" .Value 3.03.1, JAII installed insulation is labeled ❑Complies [IN13]2 Ior the installed R-values ❑Does Not provided. ' I j❑Not Observable ❑Not Applicable 402.1.1, JWail insulation R-value. If this is a; R- R- ;❑Complies ;see the Envelope Assemblies 402.2.5, 1mass wall with at least'/2 of the I❑ Wood ;❑ Wood ;❑Does Not otable for values. 402.2.E I!wall insulation on the wall ❑ Mass 1❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). I❑ Steel i❑ Steel F❑Not Applicable , G 303.2 jWall insulation is installed per ❑Complies [IN4]1 Imanufacturer's instructions. ❑Does Not ".:❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 11,31 1 Low Impact(Tier 3) Project Title: Slick Residence Report date: 07/08/25 Data filename: Page 7 of10 Section Plans Verified Field Verified " Final Inspection Provisions Value Value Complies? Comments/Assumptions . & Req.ID ; 402.1.1, Ceiling insulation R-value. ! R- R- E❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ;❑ Steel :[]Not Observable 402.2.6 [Fill' IDNot Applicable ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ;Does Not [FI211 ;Blown insulation marked every 71 300 ftz. J❑Not Observable j❑Not Applicable 402.2.3 lVented attics with air permeable #❑Complies ; [FI2212 ;insulation include baffle adjacent i !❑Does Not )to soffit and eave vents that i ! l extends over insulation. a , #❑Not Observable 1❑Not Applicable 402.2'4 ;Attic access hatch and door R- ; R- ;❑Complies [FI311 insulation;2:11-value of the :❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50 = ;❑Complies ; [FI17]1 lath in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable '❑Not Applicable I 403.3.3 Ducts are pressure tested to cfm/100 I cfm/100 ;❑Complies I [FI2711 ;determine air leakage with l ftz ftz ;❑Does Not either: Rough-in test:Total :leakage measured with a ; :❑Not Observable pressure differential of 0.1 inch t❑Not Applicable w.g. across the system including ;the manufacturer's air handier ;enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch 1 w.g. across the entire system j including the manufacturer's air handler enclosure. 403.3.4 1 Duct tightness test result of<=4 ; cfm/100 cfm/100 I❑Complies [FI411 jcfm/100 ft2 across the system or ; ftz ftz ;❑Does Not <=3 cfm/100 ft2 without air ; handler @ 25 Pa. For rough-in ; ❑Not Observable ;tests,verification may need to �❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 .Air handler leakage designated ❑Complies [FI24]1 Iby manufacturer at<=2%of ❑Does Not :design airflow. ❑Not Observable 11INot Applicable ; 403.1.1 Programmable thermostats ,❑Complies [FI9]2 installed for control of primary }❑Does Not j heating and cooling systems and ) i initially set by manufacturer to 11 a❑Not Observable code specifications. J. ❑Not Applicable 1 403.1:2 Heat pump thermostat installed ; ❑Complies I [FI10Y 'ion heat pumps. t ❑Does Not 1 ❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies I [FI11]? :systems have automatic or i ❑Does Not j accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 21 Medium Impact(Tier 2) 3, Low impact(Tier 3) Project Title: Slick Residence Report date: 07/08/25 Data filename: Page 8 of10 Section ' Plans"Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]?• fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table _° ❑Not Observable R403.6.1. r ❑Not Applicable 403.2, ,Hot water boilers supplying heat ❑Complies [1�126]2 through one-or two-pipe heating "�❑Does Not i systems have outdoor setback tt control to lower boiler water ❑Not Observable (temperature based on outdoor ❑Not Applicable temperature. 403.5.1:1 f Heated water circulation systems "'❑Complies ; [1`I28]2 have a circulation pump.The j j❑Does Not ;system return pipe is a dedicated ! return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- 11 []Not Applicable syphon circulation systems are not present. Controls for icirculating hot water system pumps start the pump with signal Ifor hot water demand within the occupancy.Controls 1 I automatically turn off the pump when water is in circulation loop �is at set-point temperature and no demand for hot water exists. 403.521.2 Electric heat trace systems ❑Complies [FI29] comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically I' A l adjust the energy input to the ❑Not Observable `heat tracing to maintain the ❑Not Applicable desired water temperature in the 1 I piping, 403.5.2 !Demand recirculation water ❑Complies [FI30]2 !systems have controls that ❑Does Not 'manage operation of`the pump and limit the temperature of the ❑Not Observable { water entering the cold water } ❑Not Applicable piping to <_ 1049F. ! 403.5.4 (Drain water heat recovery units ❑Complies I tested in accordance with CSA • , ] Does Not i B55.1. Potable water-side I pressure loss of drain water heat i❑Not Observable I recovery units< 3 psi for ❑Not Applicable individual units connected to one I ` or two showers. Potable water- side pressure loss of drain water 1 heat recovery units< 2 psi for individual units connected to I (three or more showers. 404.1 ;90% or more of permanent f "❑Complies (FI6]1 ifixtures have high efficacy lamps. ❑Does Not ¢ []Not Observable C #❑Not Applicable 404.1:1 (Fuel gas lighting systems have ❑Complies ; [F123P ;no continuous pilot light. ❑Does Not 1E]Not Observable j I :'J❑Not Applicable 01.3 Compliance certificate posted. ❑Complies (F[7]2 ( j❑Does Not i []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Slick Residence Report date: 07/08/25 Data filename: Page 9 of10 Section Plans Verified Field Verified # ° Final Inspection Provisions Complies? Comments/Assumptions &Req.ID. Value Value 303.3 .. ❑Complies Manufacturer manuals for [FI18)3 mechanical and water heating J❑Does Not !systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: Slick Residence Report date: 07/08/25 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating, R-Value Above-Grade Wall 19.00 Below-Grade Wall 20.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.31 0.28 Door 0.19 0.28 CoolingHeating & Heating System: Cooling System: Water Heater: Name., Date: Comments � 4 PLUMBING ALL PLUMBING WASTE APPROVED AS NOTED &WATER LINES NEED O B.P TESTING BEFORE COVERING W,qkL0 =:� - FEE , BY NOTIFY BUILDING DEPAR 631765-1802 8AM TO 4PM FOR THE PLU NE-R CERTIFIGA 1 FOLLOWING INSPECTIONS: ON 1. FOUNDATION-TWO REQUIRED LEAPN7`EN.T BEFC: FOR POURED CONCRETE CFR1MTEaF66d U`PAI 2. ROUGH-FRAMING&PLUMBING -.8awR,OSE01N WA..:7EF: 3. INSULATION 4, FINAL-CONSTRUCTION MUST S jhk-1,1 .YiStE GANNC BE COMPLETE FOR C.O. E +L ' L F ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS rRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF Provide windborne debris NEW YORK STATE&TOWN CODES protection for new exterior AS REQUIRED AND CONDITIONS OF glazing on buildings as per p NYS Code. fH007MMSTEES Mechanteal Ventilation system shall be required! per SYS Energy Code SCHD � s �EJ WITH r•�,VEY , OCCUPANCY OR rQ °N USE IS UNLAWFUL WITHOUT CERTIFICATE " Mush provide Manuals OF OCCUPANCY D'I and S as per MYS Energy Code P • Blower door �K RETAIN STt}AM WATER RUNOFF and ductwork PURSUANT TO tHAPTEA=1 testing required. 0, THE TOWN 000$, New York State Law ELECTRICAL. You Must Call 811 All exterior lighting Before You Dig installed,replaced or INSPECTION REQUIRED repaired shall conform to Chapter 172 Of the Town Code TYPICAL ROOF 42' 8" 35 year Architectural roof shingle over 15#roofing felt 13'-3" 12'-4" over 1/2" COX plywood nailed to %- - - - -- / -- ------- - - - - % ---- -------------- 2X10 Roof Rafters 16"OG ALIGN W/DOOR n STRUCTURAL TYPICAL BELOW (2)3049 egress LVL MULLION OVERHANG i 1x 8 Azek fascia with alum (2)2x10 HDR gutters to dwell Vinyl bead board vented soffit y 4'1'-8" 9_2 12'-3" v v ----- -- - - - y 20'-0" r 5 x 16 — --- - - j 2X12 RR 16"OC, :+, parallam 14'-0" }, 2X10 GJ 1 b"OG 2-0 (upturned) KNEE WALL BDRM #3~' O o KITCHEN Roof - b-9 Ir — — — — — -` — — — I I r — — — — — — — — — — —�� extend down 10'-0,''_ _ (verify window location with(kitchen designer) v 1 Io� (undeir roof) I I o 01 ATTIC AG E55 (�) I i I I v (2)2x12 HDR Ic' I GL I I W/R38 I i GL (under roof) I I o 2"D as shown (2)2836 w!LYLmullion cr t-1 N � Zr! 1 0l - j v LC cat' ��� GL (2)3049 (2)3049 80611 Dy i I REF N 26-70 o I (21.15x9.5 LVL HDR - `r 5 X 16 2.Oe PARALLAM (u GO qi j 2670 ! °• ml (2)2x12 HDR _ '10'-0" upturned) --- - - I --- ---- ,�,�' p/ /-- -- - - ----- m c O BORM #2 n ° O NOTE: Wood platforms& --- ._ „ o �-- in! 5D --- ALIGN W/15T o ♦ of = ; steps to grade with �I c`w -- - -- -_-_- --� - % DINING( 0 26-70 RAIL ♦ o o v handrails as required (TYP) - I I I I KIT. N s FL. STUDY cv return � I 42 it 5D x U- �' (4)2X6 5D I W —1 NOTE: At least one window in every P05T i B D RM #4 o > bedroom to bee ressable as the ( v ( I 5'-01 0'-b" 11 -10 m following: g �_ O I I j v 11 1 ! Air Min. 5.'1 sq.ft. clear opening (2nd fl) O 1 Handler = Min. 5.0 sq.ft. clear opening (1 st floor) i W__ -, - �, li- o� LIVING - -- o L i,v/ no horizontal dimension less than 20 32'-10" o v , o = U- > --- O-- - ® clear or vertical less than 24 clear. The o o -I I------ q- � - - - _I O --- - zn highest part of sill to be <than 44" `�' u' In �v 1 I '-� u' _, ® cv (t p above finished floor& conform to - -tLI1_ j_ - _ - - - - - !' o v _- ` __ - � _ - - - - -1-i d3 — � - R312.2 window fall protection. If window d n 2N L ;r f Ln 2ND . <24"from floor or>6'0 from grade ♦-♦ 6=0" ( +,-)wall height tr provide window operating control device. 2'-0" > AB E V_ �- ABOV BATH #2 p p 9 y- NOTE:5moke alarms to be listed as per - m I I I I I ♦ --I-_ UL 21'1 & R314 2018 IRG. Carbon Monoxide alarms to be listed as " " 1 I I I 26�0 0 per UL 2034 & R315 201 b IRG. j ! r I 1 3.5 X 11 7/b 1 1 (4)2X6 1 1 MUD RM - ---------� o� 2.OE PARALLAM 1 POST 2ND FL v �, i FLUSH I I �D WASTE NOTE: All lumber used @decks to be ! �U `n - in pressure treated.All hardware to be ♦—�- -5ECOND _ galvanized. _ d? (4)2X6 I a z j 0 05T I Q c0 - ----- - 5GALE: 1 /4" = 1 �-0u ♦ 0 RAIL II I M'BTH ; 3.5"X 11 ?/8" Fire Blocking Notes: ♦ --- - -- --- CL <3 SD 2.OE PARALLAMin j Provide fireblockmg at the locations: o II FLUSH In concealed spaces of stud walls & partitions, n N � ; (vertically @ ceiling & floor levels;horizontally V o I o 11 O 5D ' m ♦ T_ - I _ 'I'-0" @ intervals not exceeding 10'). ♦_- _ - _ 01 At all interconnections at soffits, drop clgs. &cove clgs. \ H i _ CA - I 1 0: At concealed spaces between stairs stringers @ top _ 10-0 - t �, _ 4-8 v m} 6-4 3- _ %% b-0 ^ 0- (( — ---- 3" ROOF VENT ii� 4" ROOF PENT 13" ROOF VENT and bottom of run. e� OVERFRAME j , I 2870 ` i GL At openings around vents, pipes and ducts @I ceiling u; lin' 6- REVERSE GABLE -� tn, I 0'-4" and floor level wl approved material to resisttthe ROOF ON MAIN ROOF �; ` N ` free flame and Overpassage all girders and bearings wallss of combustion. / --- BATH#2 I � � � � � 5TU DY � � m- I ' I 1 1/2" I NOTE: JDR Provide solid posts under of all headers.2" Second floor osts to bear on flush framin or,to __�__- _p g ♦ / ' `6,�4TH #1 WALL TO 2610 OVERFRAME be blocked solid to first floor posts. First floor cv , REVERSE GABLE posts to bear on flush framing or to be blocked - ♦ I , UNDERSIDE OF' a ROOF ON MAIN ROOF 2ND solid to girder or foundation wall.All post In 4" (2)2x12 H 2410 RR5 TO BREAK FLOOR walls to be (2)2x4 & in b"walls to be (2)2xb SPAN min. unless noted otherwise - _ 3 72 2� ' /v 2449 ~ (3) 115"x 16"2.0 Paraliam - Note: The architect certifies that these plans are in - v 30'10 - 4X4 MCA POST O O (2)3049 w/(2)51b"X 15" STEEL conformance with the Uniform Fire Preventiorn and o in �1536 WINDOW M�BORM `'� FLITCH PLATES ! BuildingConstruction Code.The Architect has not been m INSIDE 6"XS" PORCH ' I I PERMACA5T PORCH IN GABLE UPTURNED FOR RRS I , retained to plan or review site work,zoning,oir cY --, POST WRAP_-._ ______ nc v e N 2X12 RR 16"OG conformance to any local laws or to any other,agencies � ♦ 1 -, o �, having jurisdiction. ;: ;_ CO a' 2X10 GJ 16"OG BATH#1 i KITCHEN = - --- --- 1T-4" (2)2x10 2 2x10 (2)2x10 -..- - -----' ------.... . IN GABLE DOW -- I I i I r 11 1/2" M'BATH I 1 1/2" 3�� i i 1 1/2" �, 1 1/2" `�-�- - --- - - ----- -- --- - . -- ---- -♦ - WA5H R 3 2xb RR, 16" oc ' 2449 2449 2449 I I ' I h 1/2" 2" 2x6 GJ, 16" oG ,� _---- " b-0 6_p corner holddown _ i �_ 'I-0 __�, 8-6 -------5-10 ----- 3-0— ---3-2- -- _---- --- --- --------- 3-2 �� Simpson Post Gap - ' �' /--- -- w/5/b dia anchor bolt 1 1/ 1 1/2" �- ; - - ____---- -- - ----- DIM BG4 to header 5 0 __-_ 24 4 18�.11 (typical) H2A (2)2x10 HDR -- --- - - 1 1/2" 1 1/2" - 3" 3" 2" 1 ST FLOOR 4T-8" 1 1/2" OG 4xb MCA post 10" Permacast porch FIR5T PLANSGLE: 1 /4" = 1 '-0" post wrap around FLOOR - 5'-0" 4xb post 16g15F + SECOND FLOOR 66115F = 2366 5F Total 2366 G.D. �I� 4" D 4" F.A.V LD H2A �p — Decking PLUMBING SCHEMATIC _—� MCA Deck Joist TO SUFFOLK COUNTY I i NT5 APPROVEDI/A SEPTIC SYSTEM B04 I Simpson A�BY446Z post 4xb post base ap I I ,r 8 dia. concrete fillied a , WINDOW # QTY TYPE NOTES Sono tube - rebaro . 19 x1 q xb poured REV SeismIr category FIRST FLOOR PLAN, DETAILS, (2)304q 5 DH MULLED UNIT, EGRE55 o I cons. footing MA�TERIA�L5 NOTE: WINDOWS ARE ANDERSEN 200 — i82025 NOTES, PLUMBING 5 ` 304q 2 DH EGRES DW&washer plumbing SERIES 244DH (WINDOW#) cn I I 7REV /82025 244q 6 DH ALL MULLED 1NINOOW5 TO HAVE LVL 51DING — HARDI—PLANK GLA�PBOARD 51DING, COLOR —BY OWNER Bulkhead — -- I MR. & MR5. SLICK ` 254q 2 DH JOINING MATERIAL TO CREATE A I_ _ _J REV.B/525 NEW KITCHEN LAYOUT v t �" 2836 1 DH kit, designer to verify STRUCTURAL MULLED UNIT WITH DP ROOF —ARCHITECTURAL ROOF SHINGLES COLOR —BLUE GREY REV.B/2025 , f _ kit. designer to veri 50 RATING E�erholddaun '-.4 bolt Iocati (2)2536 1 DH MULLED UNITfy _ _ ' A�FETY GLA<55 Y�tINDOY�t TRIM AZEK COLOR htHITE PETER T. PODLAS 2036 1 DH 5 PORCH SECTION 10/122am Floor beam sizes&rear shed roof ARCHITECT O FA5GIA — AZEK COLOR — WHITE 1836 2 DH 80X 1058,REMSENBURtG,NY 11960 631-325-0929 ON14 1 CA�5E. BAt5EMENT EGRE55 GUTTERS & LEADERS — COLOR — WHITE DATE 04/2b/25 80611 1 FR. SLDRA4 WI NDOY45 — ANDER5EN, DOUBLE HUNG, DOLOR - WHITE SCALE: AS NOTED Page 4 of 10 ARCHITECTURAL ROOF 5HINGLE5 12 9 ARCHITECTURAL 12 ROOF 5HINGLE5 3 12 HARDI-PLANK 111 CLAPBOARD 12 ILE SIDING 11 _ .1 - Tl 1836 1836 T- _r _...., n r l -- -- - - i3 ikaJ I__I_ L 7—�rM+n». I Li BOARD & zr BATTEN SIDINGft FPPI [11 LL I i.Ti,www+b h.i,'.eK...+vn a,eil:�+s.o v BOARD& (2) 304q I F111 3070 244q 2449 2449 2449 -'�` 5101 G 2836 MA50NITE2036 MA50NITE Ar�.AM_-'.'�� ' rv.�,u.r�le,�,w.gw..,��.r•I.,lAd.a,.+.I.0 TEMPORARY CDNSTrUC110N ENTRANCE FRONT ELEVATION 50ALE: 1 /411 = 11-011 51DE ELEVATION 50ALE: 1 /411 = V-01111 1^0 i \ �L4D" 1�^ POLE \ 9 i \% Drop"e bb 12 POLE +:ca�:�ere \\ \ bb Remove o 12 .[ ....... ..- ,.4:I,...�..�.w 4-„ .�,.e.r \\ 1' PROP. q \ \ .{� _-*'^.•,r.,L.;:;,� - .r ..- - existing _ `` +.a Roof Area 2474 5F x 0.17 = 421 OF `', GRAVEL b 68ram a T STE � Wn- as i u � "" 421 GF/42.2 = 9.9 vertical feet of 8' dia. leaching pool $an�Z e °R"E"AY ryb . Sergi D ryb' ti \ 0� Required: p mp '9 i ,��i�; '•y� .� abendonLd,u ed ^y, „„----.-m . •,rI-____`..-- 'a a`�•.,5�..,. __,�}I,, dean,removed and TLFY Provide (2) V dia. x 5' deep STORM DRAIN POOL5 teplaced.4th�e I/A system: \ E'F\h 'o° Opi�' 4j- .\ - .e, w-ean1-4It \ •\ Driveway Area 2008 5F x 0.11 = 341 OF ryA. a�a✓ 'a _ \\ G� H RDI-FLANK 341 OF /42.2 = 8'.0 vertical feet of 8' dia. leaching pool CLAPBOARD 510 NO Required: o' rC ie 1 Section n C�.I lie ii> ► 'c� Provide 1) 8' dia. x 8' dee STORM DRAIN POOL s, F� OY Pr.".a..,,a-'-,"^........»,,,...-.."'T.r..::...v.�°.^:,-.:.,tea ( p d \ O e\� '�l1' Scale: NTS Provide 4" x 10' PVC PG'5 of Drain Pipe to y `', rya. ���^ � o�°� ry `�obh� ` �� \ '�� 12 DRYWELL5 as required ( typ) F°'\ \ �'�� \\ qQ MIN BOARD & 3 I LAND N!F sus LP - to rvicesl"ITS L \ hh� ry^b \\ BATTEN DONNA SMITH \.g�^"' 1dx13' B, ! P pmp ^ rA"5� SIDING JOHN HENRY MURPHY `•\ s ry0 V /p KIRBY SMITH \ PROPOSED SANITARY MEREDITH ELIZAB 5MITH ryaa a o0t6d" ,\ 9� \ lam` • (PUBLIC WATER) FRAMEING) GARAGE GAR. \ L J :Jh 4.5'/E \ J LAND N/F 304q - o ° DAWN WILLIAMS& 284q 284q 2449 24491 o SHED 5HAWN WILLIAM5 ARCHITECTURAL h��o 1.575 ROOF SHINGLES (PUBLIC WATER) - - - -- IINIIIIIIIII 5 I D LVT I O SCALE: 1 /4" = 1 HARDI - PLAN (2) 304q CLAPB ARD 51DING FYPON ® BOARD & ® BATTEN ( 9 r 4•, 11 LU Seismic Gate B ,�" ,'�}' ,.';`' •,;;} ,�. (2) 2836 SIDING g� + iur 4rl`tea i ly�t .' i\FrHY REV �,;' T/8/2025 80611 (2) 3049[j� (2) 3041"1 ON&washer plumbing REV _c Vb/2025 Bulkhead 4 & ` REV.8/5/25 NEW MR. MR5. 5LIGK KITCHEN LAYOUT REV.8/20/25 comer holddown r,+, bolt locati s REV PETER; T. PODLAtS ��,�_h-\ ` " 10/12/2025 �1"-`' f# Floor beam sizes&rear shed roofARCHITECT BOX 1058,REM5ENBURG,NY 11960 631-325-0929 5GALE 1 /4 10: " = - �� DATE 04/28/25 R �R ELEVATION 50ALE: A5 NOTED At) Pa e5of10 A SEPARATION 015TANGE REGUIREMENT5 FOR SANITARY CHAMBER SEPTIC TANKS, I/A OWT5 SCUM Mrar, B VaIuITl� al MIN. HORIZONTAL SEPARATION 015TANGE5: 1r . - a 14�. r .. 2 0 . y A. BUILDING W/CELLAR= 10'-0" � , FlIt t, B. BUILDING ON SLAB = 127 5'-0" ------� _ A�,T IT, C. PORCHE5, DEGK5, HOUSE OVERHANGS, GANTILEVER5, { LISINFECTION ETC, =5-0" CYLINDER(OPTIONAL) Total Volume 74tql D. WATER LINES = 10'-0" 2"DIA.5DR 35 4•IPJ1Er PIP ••OUTLET PIPE Ixro ELIVG vENr E. 5URFAGE WATER(WETLAN05)= 15'-0" F. PUBLIC WELL =200';0 4 G. PRIVATE WELL = '15-0 a�,� � E !3 � Board Type Aerobic Media STACK1 H. RETAINING WALL(W I(WATERPROOF) 10'-0"= 10'-0" -'�._.-. Media HOUSE MSTE J. U/G FUEL TANKS = 10'-0" FFLUENT lI)�Ne LINES K. U/G UTILITIES =5-0" IN LET BAFFL -- AIRLIFTPU P CONNECTED L. ROAD STORM DRAINS = 20'-0" '`�.. Piping SYSTEMTO IC M. ON-51TE STORM DRAINS = 10'-0" TOOWTS - SYSTEM \ Disinfectant O tional ff', N. CATCH BASINS (NON-LEACHING = 5'-0" -Twve 1Arrt-r ..,.I '"WAIRr4TAKr 0. SANITARY LEACHING POOL = V-0" R!'CIRCULATION FIFE (CLEAWNGCIPEN`NG) B PVC 03034 P. SEPTIC,TANK, PUMP 5TA. OR M.H. = 5-0" FLCW OPENING gYP) SOR55 �� G. PROPERTY LINES = 5-0 PLAN VIEW _- ---rr R. 5WIMMING POOL =20'-0" 24•ACCESSCOTR To w - "-------- 5. TOP OF EMBANKMENT OR STEEP SLOPE (15% SLOPE 2(TM�raCcEsscavElz 'AccssCvER 2a�A crusc�IVL1arISSNFECRI na .L! Um OR GREATER) =25'-0" LowOPE�NING CAST IRON T. BLUFF = 65-0" NYE&PIPE U. DECK/RAMP = 5-0" CI TO PVC �, ft_7�i D T1PE HOUSE SEPARATION 015TANCE REGUIREMENT5 FOR SANITARY CO NTACTMEOIA ADA��TOR SEPTIC TANKS, I/A OWTSSYSTEM HILL VENT THRU THE MIN. HORIZONTAL SEPARATION D15TANGE5: SEY�IER LINE RIND UP THRU HOUSE A. BUILDING W/CELLAR= 10'-0" IB. BUILDING ON SLAB = 10'-D" CLEAN VENT AND THERE I5 NOT HOUSE C. PORCHES, DEGK5, HOUSE OVERHANGS, GANTILEVER5, ETC = 5'-0" s' ' ,i ECIRCULATION � TRAP. THERE IS AN ACCESSIBLE D. WATERLINES = 10'-0" ate" � AIR LIFT PLIMP •yEGTION� DETAIL CLEANOUT IN THE FOUNDATION E. SURFACE WATER(WETLAND5)= 100'-0" - '" 4 ✓ BASEMENT AREA F. PUBLIC WELL = 200'-0" SCALE• NT5 G. PRIVATE WELL= 100/150'-0" G H. RETAINING WALL (WATERPROOF)= 10'-0" AER091CMEdIA J. U/G FUEL TANKS = 10'-0" I K. U/G UTILITIES = 5-0" L. ROAD STORM DRAINS =20'-0" M. ON-51TE STORM DRAINS = 10'-0" N. CATCH BASINS (NON-LEACHING) = 10"-0" SECTION A-A VIEW SECTION B-B VIEW FUJI CLEAN CCEN-SERIES UNIT 0. SANITARY LEACHING POOL = 8'-0" P. LEACHING GALLEYS: FUJI CLEAN INLET PIPE GALLEY TO GALLEY-LONG 51DE 4'-0" MIN., SHORT 51DE =2'-0" (CLEANOUT Is called out on GALLEY TO GROUNDWATER-2'-0" EFF. DEPTH =2.-0"TO GROUNDWATER MIN FUJI ( G Site Plan - Sheet 61) 2'GREATER THAN -0" EFF. DEPTH =3' TO GROUNDWATER U ROUND ATER MIN G. PROPERTY LINES = 5-0" UPSTREAM CLEANOUT (TYP) R. 5WIMMING POOL=20'-0" PLACE AS REQ'D AT -- 5. TOP OF EMBANKMENT OR STEEP SLOPE (15% SLOPE OR GREATER) =25-0" CONVENIENT LO TIDE T. BLUFF = 65'-0" I U. DECK/RAMP = 5-0" i I I/A OWT5 UNIT 51ZINGEl I -- 51ZIN6 PER UNOFFICIAL COMPILATION OF CODE RULES AND REGULATIONS OF NY5 TITLE 10 DEPT. OF HEALTH, CHAP. 11, PART 75, STANDARD5 FOR INDIVIDUAL 1 ON51TE WATER SUPPLY AND INDIVIDUAL ON51TE WA5TEWATER TREATMENT I I 5Y5TEM5 APPEND. 15-A SEC. 75-A.6 5EPTIG TANKS ----------J TABLE 1 DAILY DE51ON FLOW= 110 6AL5/DAYBDRM TABLE 413 APPLICATION RATE = 1.20 GAL/DAYS/5.F. OF-TAIL _ INLET LATERALS 1. FUJI GEN'I(100 GALLONS PER DAY) 2.THE DE516N ENGINEER SHALL OBSERVE THE OWT5 AND LEACHING FIELD PRIOR TO BAGKFILL AND DURING SYSTEM STARTUP. 3. THE OWT5 INSTALLER SHALL HOLD AN ENDORSEMENT J FROM 5GDH5 AND SHALL BE AN AUTHORIZED INSTALLER. 4.THE OWT5 INSTALLER SHALL REGISTER THE ON51TE TREATMENT SYSTEM WITH 560H5.THE DESIGN ENGINEER SHALL Figure I--Inlet Laterals to Fuji Clean Unit PROVIDE RECORD DOCUMENTS A5 REQUIRED BY 5GDH5. 5.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO 5GDH5. 6.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWT5. 5GDH5 APPROVAL AREA 1. PROVIDE 2"VENT PIPE FROM THE OWT5 TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE 5EWER VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWT5 TO THE HOUSE 50 ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT. 8. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF 5EWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS. q. INLET/OUTLET 4" PVC,PIPE V3034 5DR 35 @5=0.0104 MIN. X" PVC,CONDUIT FOR AIR LINE. 10. OWT5 SHALL BE TESTED FOR WATER TIGHTNE55 AFTER INSTALLATION USING A METHOD APPROVED BY THE MANUFACTURER. 11. THE EFFLUENT FILTER SHALL BE INSTALLED DIRECTLY UNDER THE ACCESS COVER FOR THE EASE OF MAINTENANCE AND REPLACEMENT PER DETAIL 4/02. 12. OWNER CARE OF SANITARY SYSTEM. FAMILIARIZE ONe5ELF WITH THE MANUFACTURER'5 RECOMMENDATIONS FOR CARE OF SANITARY COMPONENTS. PRIOR TO ANY FUTURE 51TE WORK ALWAY5 ERECT CONSTRUCTION FENCING 8' BEYOND THE PERIMETER OF THE 1^1.A5TE AATER TREATMENT UNIT TO P ROTE GT THE GOMPONENT5 FROM VEHIGULAR DAMAGE. SYSTEM DETAILS 13. IF PLANNING TO DIG-BY LAW EXCAVATORS AND CONTRACTORS WORKING IN THE FIVE BOROUGHS OF NYC AND NA55AU AND SUFFOLK COUNTIES MUST CONTACT NEW YORK 811,AT LEAST 48 HOURS BUT NO MORE THAN 10 WORKING DAYS(EXC. WEEKENDS AND LEGAL HOLIDAYS)PRIOR TO BEGINNING ANY MECHANIZED DIGGING OR EXCAVATION WORK TO INSURE UNDERGROUND LINES ARE MARKED. /''° J SLICK RESIDENCE 14.ALL PROPOSED 5TRUGTURE5 5HOWN WITH DIMENSIONS AND PROPERTY LINE SETBACKS AS WELL A5 EXIST. LOCATION OF ';" ✓ ? ' Ak 2SEPTIC,AND W W AND WATER SUPPLY AND DESIGN OF NE 5EPTIG ARE A5 PER OWNER AND OR ARCHITECT DESIGN. s" PETER PODLAS ARCHITECT G PO BOX 105b,REM5ENBURG,NY 11gb0 15.ALL RE51DENCES WITHIN 150 FT. OF ALL PROPERTY LINES OF SUBJECT PARCEL ARE SUPPLIED BY PUBLIC,WATER. '� "`'/' 631-325-og2q t .-- WWW.PETERPODLAS.GOM 16. ELEVATIONS IN NAV88 DATUM GRADES AND ELEVATIONS EX. EL.q.B=EXIST. (ELq.8)= PROPOSED. scALe:As Norev 10530 DATE: 3/26/25 FUJI GEN 7 MATTIT LD 50UND AVENUE, ATTITUGK Fuji dean USA Controller"A" i Alarm Circuit Breaker _ i Float Switch, Pressure Switch, Test/Normal/ ' Test/Normal/Silence Switch Silence Switch l ii Circuit Breaker (Extra component it Alarm Beacon .ar. . slim POLY COVER necessary, such as Moe � #3 discharge pump)44, #4 " t I Pressure Switch ° #1 �` DWELLING ELECTRIC PANEL � I:I� I N°` u HM µ Thy t N y z*fit :',1Y „C T`�v."5,^H. f_r ,•;. MAIN BREAKER ' FLa,T 4" GONG. PAD w #2 CIRCUIT BREAKER _ Te 5PE65 rminal Blocks 15 AMP - GB A, GB 20 AMP - GB 3 Blower Hardwire Line #1 POWER FROM PANEL - U51NO A15 AMP BREAKER � t�.:` A #2 LINE TO FLOAT CIRCUIT BREAKER A , #3 POWER TO MAC, BLOWER U51NO 15 AMP BREAKER — #4 LINE FOR ALARM Wiring [ iagrami " Horn .-w ELEC. SERVICE TO TL FSEm TQL IMF' FUJI CONTROL PANEL Float Alarm Line Grounding CIT![113 litp6T Watertight Block CONTROL PANEL REOUIREMENTE r— — — — — � �. �* F1Lting5 ti ` 1;w� 'Sl^'R1i,9l `5 yT�`y�v✓:0 AS :+`,jreq 1. THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE PEDESTAL I mow. WITHIN VIEW OF THE SYSTEM THAT IT SERVES. CONTROL CENTER AND BLOWER SHALL BE MOUNTED 2'-0"ASV FINISHED GRADE (MIN) OR ABOVE BFE, WHIGHEVER IS HIGHER. I 2. EXTERIOR PANEL (NEMA 4X SPECIFICATIONS) PLACEMENT ENABLES THE SYSTEM TO Neutral Bllock Power In Incoming Air BE SERVICED AT ANY TIME. ELIMINATING THE NEED TO ACCESS THE INSIDE OF THE I Pressure Tubing r ram, rrr ,�, BUILDING. Iripr� 5. THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT GASES AND MOISTURE FROM REACHING THE CONTROL PANEL OR JUNCTION BOXES. 4. SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL L J i ' K,�; ON L ;- } urc�wlieEnERa�cixTatrn�r, By c HEi I ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY ' f c7 I +alsr BE ACtUWED ACCORDING A INS I THE OCCUPANTS OF THE BUILDING SERVED. _ I rura�ruIc SFECIu'TGATRONs I 5. PRESSURIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH MEANS OR CONNECTING A PORTABLE GENERATOR TO OPERATE THE SYSTEM DURING A POWER a I OUTAGE. �+ ' eO }xT�Rrw �ln�tT .�+i✓wafti�;Pans} Br t1tTfRS . '"`� � MD WIM BE VL WMS MIW.LY PRC11 UTEa nine `� �a�I h }�j p�y�y /� G�}ONTROL PANEL LAMA 40RII EMACISORIl/4�0 IIt�16.1ORII attached to � OF711, I, MCA A J�""`+IOOD paned i .. ' 71<MfrERAT;MEE kdsTl7REa FIELD fNSTP�.LEII LCMIGICTCT25 p1.IST K AT LEAST 6ddE IwG F. I ._ attached to MCA t6IT X& C,a, TERMINAL STRIPS 4ND 14MM LLIG= CW C(*=TM$ nKy, I 4� rrr CGNNECT 5RGJILTa IC 1N PANEL 10 A SLL7K £ARTi4 CgUJINC I ' X4 p(wS6��LINES IiEf�A°ESEhfT fTEID YfRTI `¢ - burled Into ground, LINE FOR � FIELD YTRTMri SECTION ' rnin 36 BLOWER MAC s I� AIR >3LOYVE ALARM UNIT CONTROL. � COVER PANEL Min, r f VE 4 above grade and BFE T 1 a _ Blower Unit N- [L— Al- ---_ f slain Min. ' ---� � �l ` `...- °-� T,� MAIN T� PUMP -LOUSE _ ..__ above Lase rL "MAC120RII EIMAC150RII1200RII FLOAT Flood it PANEL A7_-.__-, _._____ - __._____ Elevation .�-- GRADE rt iBLONE R 5Y5TEM ELECTRICAL IF L1t*IIT Ott M: - - LINE To 4 corn, FLOAT .G ` pad 5LIGK RE5I0ENGE PETER PODLAS ARGHITEG I r = „ram T PO BOX 1055,REM5ENSURG,NY 11960 ,_ a - --- AIR LINE TO T P10T'B., BLOWER '1"O BE t�ARDWII�ED ' TREATMENT 631 a2soa29 I �« '"�'-,--•-:-•t 4 TANK WWW.PETERPODLAS.GOM :`-u - __ ' SCALE:AS NOTED 10530 OLD SOUND AVENUE, DATE: 3/26/25 FUJI GEN 7 MATTITUGK s I,(,mm" N — - ti` ton�/y�VI y Y� • JA a /F ��t�y� ,4 . lw r r, r ,fit. I r t y i _�! dl" Nk 3r ow- t •• ,rt- ��� e •E r � .1 . S ' J • ,t1 �� 4 • ��• I� .:� � - �, „� _ emu , A _ r i • • r ,, *� (• r,.... •,•• f•. . � � +' . _ �• f. • V � wry •'� 1w• t. * -, +► + , P S }. .,4y r aN � i r •. u IF } t to � l� "• jk >> 1 ~,� a^' • ... •'a t i C w r�,, Y• �'-",{ ,tz`�`^�+•�. 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