The URL can be used to link to this page

Home My WebLink About49103-Z of souryo<o Town of Southold # * P.O. Box 1179 �a 53095 Main Rd CovNn Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47165 Date: 06/24/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 1050 Lupton Pt Rd Mattituck, NY 11952 Sec/Block/Lot: 115.41-14 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 03/08/2023 Pursuant to which Building Permit No. 49103 and dated: 04/07/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with unfinished basement, covered front entry, seasonal sunroom, covered porch, second floor decks and outdoor shower as applied for. The certificate is issued to: Gerard Diffley ,Karen Diffley Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0908 6/3/2026 ELECTRICAL CERTIFICATE: 49103 10/09/2024 PLUMBERS CERTIFICATION: Paul Rupp 8/20/2024 Aut rized ignature ho��,o�souryo`o TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49103 Date: 04/07/2023 Permission is hereby granted to: Renewal Date: 04/28/2025 Gerard E Diffley 435 Lupton Pt Rd Mattituck, NY 11952 To: Demolish existing dwelling and construct a new single family dwelling as applied for per Trustees, DEC,and SCHD approvals. Premises Located at: 1050 Lupton Pt Rd, Mattituck, NY 11952 SCTM# 115.-11-14 Pursuant to application dated 03/08/2023 and approved by the Building Inspector. To expire on 04/28/2027. Contractors: Fees: Renewal Fee $1,826.90 Total S1826.9 Building Inspector TOWN OF SOUTHOLD �� oy BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o . { SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49103 Date: 4/7/2023 Permission is hereby granted to: Diffley, Gerard 435 Lupton Pt Rd Mattituck, NY 11952 To: Demolish existing dwelling and construct a new single family dwelling as applied for per Trustees, DEC, and SCHD approvals. At premises located at: 1050 Lupton Pt Rd, Mattituck SCTM #473889 Sec/Block/Lot# 115.-11-14 Pursuant to application dated 3/8/2023 and approved by the Building Inspector. To expire on 10/6/2024. Fees: DEMOLITION $534.40 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,694.40 CO-NEW DWELLING $50.00 Total: $3,278.80 ` o Building Inspector hO��pF SOUj��l Town Hall Annex O Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� sean.deviin(&-town.Southold.ny.us ol,YIrOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gerard Diffley Address: 1050 Lupton Point Rd city:Mattituck st: NY zip: 11971 Building Permit#: 49103 Section: 115 Block: 11 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Pristine Electric License No: 36662ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 89 Ceiling Fixtures 17 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 22 Wall Fixtures 18 Smoke Detectors 5 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 95 CO Detectors 4 Sub Panel A/C Blower 3 Range Recpt 50A Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Gas Emergency Strobe Heat Detectors Disconnect 3 Switches 61 4'LED Exit Fixtures 11 Sump Pump EJ Other Equipment: (3) Fridges, Mini Fridge, Oven, DW, Micro, Hood, W/D, Towel Warmer, Ice Maker, Dehumidifier, 200A Leviton MeterMain Panel 12 Circuit/2 Used, 200A Panel 54 / 54 Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: October 9, 2024 1050Lu ptonPo intHouseElectric Town Hall Annex ti°�O6461z' Telephone(631)765-1802 54375 Main Road ,ti4 R.O.Box 1179 ` y Southold,NY 11971-0959 Y�, 41 0 BUILDING DEPARTMENT l J U N 5 2026 TOWN OF SOUTHOLD Building Department CERTIFICATION Tcmin of So'.3tho;c.l Date: S'�d��`f Building Permit No. 1 3 Owner: e, (Please print) Plumber. �lV, P (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead.. ? &A19 lumbers Signature) Sworn to before me this day L 20 9M Notary Public, County DinaAndrielto NOTARY PUBIJC,STATE OF NEW YORK Rgimdoa No.0106364554 Qualified in Nassau Co" ComadWon Expires II 192025 1 pF SOUIh°lo TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL_ REMARKS: C DATE INSPECTOR SOUT,��lo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Dowv i4evor ?)v-, . 4", kxl 46 cleg-k DATE ANSPECTOR ho�aOF SO(/l�°� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. Y OUNDATION 2ND. [ ] INSULATION/CAULKINGRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A tt&k, -7� a 6?it, f j ,914mj ve. DATE INSPECTOR �_ OF SOUlyO �A I �� j V� �a ti//�� r'`d # # TO N OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION `ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) /[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1"t� DATE112- INSPECTOR y SOUTyolo q,0-� hoy��aOF -— -- # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION 11 [ ] PRE C/O [ ] RENTAL REMARKS: �-OvALWl b I D UJU _ O�Awl� 0 IAw 0 1 L_ , �2bvc0t,2 a u �— DATE 0.2!/ INSPECTOR aOF SOUTyO� # # TOWN OF.SOUTHOLD BUILDING DEPT. cou 631.765-1802 Lm � o INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: stfvAon A 3bslA &A- 40, SC)VW -akok� DATE INSPECTOR pF SOUTyO ^ TOWN OF SOUTHOLD BUILDING DEPT. o�+,� 631-765-1802 INSPECTION [ ]. FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ]' INSULATION/CAULKING [ '] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ' ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT:PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR SOUIyo� o # W� O SO�} UTHOLD BUILDING EPT. N TO `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] 'INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ].-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 4 ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: !:�hv,2 Sf-64Y UN--)5UJ l M9�n �&&S"AI T_ DATE IG INSPECTOR SO(/Tholo # TOWN OF SOUTHOLD BUILDING DEPT. IOU 0�0 631-765-1802 17 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING /STRAPPING [ ?FINAL /daJ PwOdt4l [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I Oml�� prl./wowpt pnx�� !f Dvvi S"►V �a� Stovvtm Q 9vS V ti MAnoAA -1 14" D DATE 2tw INSPECTOR i i "- BER Testing Sheet y ��s;Q>u erFetc 2Qter: -�� Plan name: Address: Builder: _ �✓I t�g�Pisa � �unfty: City, State• T2'(—uG�-, Lot; Block: Orientation: Total Heated Space: Ll l Volume: =3 SFBE: _, T P Blower Door Test Envelope Leakage Ratio Goal(.5 x SFBE): 0 Pa. Fan NOTES: / E"CcaU,�L;z v� t !<L-fz "LEA 12- C..�M A r'tsr'S = K ba Duct Blaster Test - Z. 2.? 1 Air Handler Location: $EF ':;N' Floor Served: Area Served: 2 3 Outside Air Intake:❑ (Semi)Conditioned Space: Total or Fan Pass or NOTES: � t3 -o Duct Blaster Test Air Handler Location: Floor Served: Area Served: Outside Air Intake:❑ (Semi)Conditioned Space:❑ Total or Fan Pass or NOTES: Duct Blaster Test Air Handler Location: Floor Served: Area Served: Outside Air Intake:❑ (Semi)Conditioned Space:❑ Total or Fan Pass or NOTES: From: Nicholas Hemby nbryanhemby@gmail.com Subject: 1050 Lupton Pt Rd 011 Date: March 30,2026 at 8:59 AM ''. To: cbordsen@optonline.net CBordsen@optonline.net BER Testing Sheet x- iioNRc�t� Rater :N :1•Iot..+iS . �l$Y Plan name:-`�L�i`� G1lr2�n� ..l ol2�SrtJ Address:[c3�dfb�- '.PC.(Z Builder; . L .Community: City, State:`ko,in- lot: Block: Orientatfon: . SFBE: . Total ideated Spacer N i_, Volumei �lbwer Door Test p Envelope-leakage Ratio Goal(i$x SFB ) Pa. Fan,' ,. AIMS' J. Ali buct Blaster Test Air Handler'Location. Floor Served: Area Served: _ Outside'Air Intake:❑ (Semi)Conditioned Space:❑ Total or Fan Pass or; Fa "NOTESi -Date -Out Fan Flow -ILLeakaim- Duct Blaster'Test Air Handler Location: Floor Served:, Area Served. Outside Air] ake Ci (SemijGonditioned Space Total or Fan Pass or'-, NOTESc Fail Duct Blaster Test Air Handler Location. Floor Served Outside Air Intake:0 (Seml)Conditioned Space:O Area Served: .. . . . ... Totaf or Fan Pass or NOTES: qcc 1 ©2) Manual S Compliance Report Job: 1060 Lupton Point Rd f�'•d'"! Date: Jun 12,2026 AH 1 By: BER Long Island HERS Inc BUILDING EFFICIENCY REBOURCEB Project • • For. 1050 Lupton Point Rd,Mattitu*NY 11952 Cooling Design Conditions Outdoor design DB: 89.8°F Sensible gain: 19059 Btuh Entering coil DB: 76.2°F Outdoor design WB: 73.8°F Latent gain: 4373 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 23432 Btuh Indoor RH: 50%B Estimated airflow. 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer Model: Genedc+FVM4X3600BL Actual airflow. 840 dirt Sensible capacity: 22594 Btuh 119%B of load Latent capacity: 6006 Btuh 137%of load Total capacity: 28600 Btuh 122%ofload SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 12.2°F Heat loss: 29579 Btuh Entering coil DB: 65.5°F Indoor design DB: 70.0°F LJ Manufacturer's Performance Data at Actual Design Conditions D Equipment type: Prop boiler J U N 1 5 2026 Manufacturer: Model: 95AFUE Actual airflow: 840 eft Output capacity: 38000 Btuh 128%of load Building Department Town of Southold Meets all requirements ofACCA Manual S. Wrlght5oft® 2026Jur1213:00:52 Rigll-Wte®Uriversal202525.0.05RSU57672 Pagel �� ...upwPoirtRd11050LtptonPoirtRd Man isartp Calc=Kd8 Front Qoorfaces:N Manual S Compliance Report Job: 1050 Lupton Point Rd Date: Jun 12,2026 AH 2 By: BER Long Island HERS Inc BUILDING EFFICIENCY REBOURCE6 Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Cooling - Design Conditions Outdoor design DB: 89.80F Sensible gain: 16005 Btuh Entering coil DB: 76.OGF Outdoor design WB: 73.8GF Latentgain: 3512 Btuh Entering coil WB: 63.40F Indoor design DB: 75.OGF Total gain: 19517 Btuh Indoor RH: 50% Estimated airflow. 840 ch Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Model: Genedc+FVM4X3600BL Actual airflow. 840 cfm Sensible capacity: 22594 Btuh 141%of load Latent capacity: 6006 Btuh 171%of load Total capacity: 28600 Btuh 147%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 12.20F Heat loss: 27521 Btuh Entering coil DB: 67.1 OF Indoor design DB: 70.0GF Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop boiler Manufacturer. Model: 95AFUE Actual airflow. 840 elm Output capacity: 38000 Btuh 138%of load Meets all requirements ofACCA Manual S. -wrightsoft° 20264111-1213:00:52 RigHSute®Uriversa1202525.0.O5RSU57672 Page2 ACCA...Lpton Point RdH050 Upton PoirtRd Man JSD.rtp Calc=MJB FrorfDoorfaws N •� Project Summary Job: 1050 Lupton Point Rd to '7 Date: Jun 12,2026 Entire House By- BER Long Island HERS Inc Project For. 1050 Lupton Point Rd,Mattituck,NY 11952 Notes: Design . • Weather. Farmingdale Republic,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 of Inside db 75 °F Design TD 58 °F Design TD 15 °F Daily range L Relative humidity 50 % Ventilation Method Moisture difference 36 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 47315 Btuh Structure 31259 Btuh Ducts(R-6.0) 3670 Btuh Duds(R-6.0) 2239 Btuh Central vent(96 d'm) 6116 Btuh Central vent(96 cfm) 1566 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 57101 Btuh Use manufacturer's data y Rate/swing multiplier 1-,00L Infiltration Equipment sensible load 35064 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.012087 cfm Structure 4664 Btuh Ducts 893 Btuh Central vent(96 dm) 2328 Btuh Heating Cooling Area(ft2) 3647 3647 Equipment latent load 5557 Btuh Volume(fta 41743 41743 Airchanges/hour 0.32 0.16 Equipment Total Load(Sen+Lat) 40621 Btuh EquIv AVF(cfm) 220 110 Req.total capacity at 0.70 SHR 4.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a 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 airflow 0 cfm Actual airflow 0 cfm Airflowfador 0 ctrn/Btuh Airflowfador 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrright!�oft" 2026-Jur1213:00:52 t .w..•, ... m„' Right-Srite®Uriversal202525.0.05 RSU57672 Page 1 ...rptonPoirtRd11o50LLptonPoirtRdManJSD.np Carc=NU6 Frort[oorfaom N' 1� Project Summary Job: 1050 Lupton Point Rd J Date: Jun 12,2026 1 ' AH 1 By- BER (( { Long Island HERS Inc ,[19Mct H¢ao V xc[a Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Notes: Design Information Weather. Farmingdale Republic,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 75 °F Design TD 58 °F Design TD 15 °F Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2010 Moisture difference 36 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 24943 Btuh Structure 17832 Btuh Ducts(R-6.0) 792 Btuh Duds(R-6.0) 243 Btuh Central vent(61 cfm) 3845 Btuh Central vent(61 dm) 984 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29579 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 19059 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0/2087 dm Structure 2781 Btuh Ducts 128 Btuh Central vent(61 dm) 1464 Btuh Heating Cooling Outside air Area(ftz) 2314 2314 Equipment latent load 4373 Btuh Volume(f?) 20830 20830 Airchanges/hour 0.33 0.16 Equipment Total Load(Sen+Lat) 23432 Btuh Equiv AVF(cfm) 114 57 Req.total capacity at 0.79 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Generic Trade Generic Model 95AFUE Cond Generic AHRI ref Coil FVM4X3600BL AHRI ref Efficiency 95AFUE Efficiency 12.5 EER,152 SEER Heating input 40000 Btuh Sensible cooling 22594 Btuh Heating output 38000 Btuh Latentcooling 6006 Btuh Temperature rise 41 °F Total cooling 28600 Btuh Actual airflow 840 drn Actual airflow 840 cfrn Airflowfador 0.033 dmA3tuh Airflowfactor 0.046 chn/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. .L� W r gh o 2026-Ju-1213:00:52 I—:_- �'� Rigft-Sdte®Uri.rsai202525.0.05RSU57672 Paget AC;CA ...LptonPcirtRd11050 Upton Point Rd Man JSD.np Cafc=MJ9 Frort Door toes.-N Project Summary Job: 1050 Lupton Point Rd 5 ��Ft � � By:Date: Jun BER 2,2026 AH 2 0—..R0 Eniic.....R........ Long Island HERS Inc Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Notes: Design • • Weather. Farmingdale Republic,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 58 OF Design TD 15 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2010 Moisture difference 36 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22372 Btuh Structure 13428 Btuh Ducts(R-6.0) 2879 Btuh Duds(R-6.0) 1996 Btuh Central vent(36 cim) 2271 Btuh Central vent(36 cfm) 582 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27521 Btuh Use manufacturer's data y Rate/swing multiplier 1.00- Infiltration Equipment sensible load 16005 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0/2087 dm Structure 1883 Btuh Cens 765 Btuh tral vent(36 dm) 865 Btuh Heating Cooling Outside air Area(fl?) 1332 1332 Equipment latent load 3512 Btuh Volume(f?) 2091.1 20913 Airchanges/hour 0.30 0.15 Equipment Total Load(Sen+Lat) 19517 Btuh Equiv.AVF(cfm) 106 53 Req.total capacity at 0.79 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Generic Trade Generic Model 95AFUE Cond Generic AHRI ref Coil FVM4X3600BL AHRt ref Efficiency 95AFUE Efficiency 12.5 EER2,15.2 SEER2 Heating input 40000 Btuh Sensible cooling 22594 Btuh Heating output 38000 Btuh Latentcooling 6006 Btuh Temperature rise 41 OF Total cooling 28600 Btuh Actual airflow 840 cfm Actual airflow 840 cfin Airflow factor 0.033 cfm/Btuh Air flow factor 0.054 dm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -r#wrightsoft, 2028.IuF1213:00:52 ..•,�w,. U. mw Rigtt-SutaOUriversal202525.0.05RSUS7672 Page ACCA.,.tpfonpoirtRdt1050LfptonpoirtRdNianJSd.np Cafc=NUB Frort600rfaoes N Load Short Form Job: 1050 Lupton Point Rd Date: Jun 12,2026 Entire House By: BER Long Island HERS Inc BUILDING EFFICIBNCY RE-Rc6D Project • • For: 1050 Lupton Point Rd,Mattituck,NY 11952 Design Information Htg Clg Infiltration Outside db(OF) 12 90 Method Blower door Inside db(OF) 70 75 Shielding/stories 3(partial)/2 Design TD(OF) 58 15 Pressure/ACH/AVF 50 Pa/3.0/2087 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 47 36 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Na Trade n/a Trade n/a Model Na Cond n/a AHRI ref Na Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 chVBtuh Airflowfactor 0 cfmBtuh 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 CIgAVF (ft2) (Btuh) (Btuh) (cfrn) (cfrn) AH1 2314 25735 18075 840 840 AH 2 1332 25250 15424 840 840 Entire House 3647 50985 33498 1680 1680 Other equip loads 6116 1566 Equip.@ 1.00 RSM 35064 Latent cooling 5557 TOTALS 1 3647 1 57101 1 40621 1 1680 1 1680 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. wrightsoft® 2026-Ju�1213:00:52 nN,,. ,�mnu.ww mm� RighFSute®Uriversal 202525.0.05 RSU57672 Pagel L;3tonPoirtRd11050L�tonPoirtRdManJSD.np Calc=MJ6 FrortDoorfaces:N Load Short Form Job: 1050 Lupton Point Rd Date: Jun 12,2026 AH 1 By: BER Lrr, f„ Long Island HERS Inc BUILDING EFFICIENCY RESOURCES Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Design • • Htg Clg Infiltration Outside db(OF) 12 90 Method Blower door Inside db(OF) 70 75 Shielding/stories 3(partial)/2 Design TD(OF) 58 15 Pressure/ACH/AVF 50 Pa/3.0/2087 clin Daily range - L Inside humidity(%) 50 50 Moisture difference(grub) 47 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Generic Trade Generic Model 95AFUE Cond Generic AHRI ref Coil FVM4X3600BL AHRI ref Efficiency 95AFUE Efficiency 12.5 EER,15.2 SEER Heating input 40000 Btuh Sensible cooling 22594 Btuh Heating output 38000 Btuh Latentcooling 6006 Btuh Temperature rise 41 OF Total cooling 28600 Btuh Actual airflow 840 cfm Actual airflow 840 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (M (Btuh) (Btuh) Prn) (cfrn) Bath 1 55 1334 590 44 27 Bath 2 130 1328 684 43 32 Den 194 2565 1102 84 51 Entry 243 2757 724 90 34 lgtchen 308 4195 4565 137 212 Laundry 128 714 626 23 29 Living Dining 502 4041 4376 132 203 M Bed 432 6858 4521 224 210 M WIC 1 60 0 0 0 0 M WIC 2 56 0 0 0 0 Mudroom 174 1943 887 63 41 Pantry 33 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -wrightsoft® 2026 Ju-1213:D0:52 .N,,, ,„ .„.,,,.„.,�. Rigtt-Sute®Uriversal202525.0.05RSU57672 Page t j'M ...tptonPoirtRdl1050Ly�tcnPoirtRd Man JSD.np Calc=MJ8 FrontDoorfaces:N AH1 2314 25735 18075 840 840 Other equip loads 3845 984 Equip.@ 1.00 RSM 19059 Latent cooling 4373 TOTALS 2314 29579 23432 840 840 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wright_soft 9 2026.Iur1213:00:52 ,,,,, ,,,,,, RightSdte®urrversal202525.0.05RSU57672 Page iptonPoirtR&1050LLptcnPoirtRd-NranJSDn.p Calc=W& FrorMoorfaws:N _ Load Short Form Job: 1050 Lupton Point Rd Date: Jun 12,2026 IR s?,IFA 1? AH 2 By: BER Cf;;, f, Long Island HERS Inc BUILDING ERPICIENCY REEDURCEG Project Information For. 1050 Lupton Point Rd,Mattituck,NY 11952 Design Information Htg Clg Infiltration Outside db(OF) 12 90 Method Blower door Inside db(OF) 70 75 Shielding/stories 3(partial)/2 Design TD(OF) 58 15 Pressure/ACH/AVF 50 Pa/3.0/2087 ct n Daily range - L Inside humidity(%) 50 50 Moisture difference(grab) 47 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Generic Trade Generic Model 95AFUE Cond Generic AHRI ref Coil FVM4X3600BL AHRI ref Efficiency 95AFUE Efficiency 12.5 EER2,15.2 SEER2 Heating input 40000 Btuh Sensible cooling 22594 Btuh Heating output 38000 Btuh Latent cooling 6006 Btuh Temperature rise 41 OF Total cooling 28600 Btuh Actual airflow 840 cfm Actual airflow 840 cfrn Airflowfactor 0.033 cfm/Btuh Airflowfactar 0.054 dmBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF OM (Btuh) (Btuh) (M) (dTn) Bath 3 50 680 499 23 27 Bath 4 47 103 91 3 5 Bath 5 80 1783 566 59 31 Bed 2 245 4252 2929 141 160 Bed 3 243 3656 2004 122 109 Bed 4 248 4489 3220 149 175 Bed 4 WIC 44 845 319 28 17 LoftArea 376 3442 1813 115 99 OTB 0 1048 430 35 23 OTB Living 0 4952 3552 165 193 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft® 2026-Jur1213:00:52 Riglt-Sute®Uriversal202525.0.05RSU57672 Page �iCM ...y)ton Point Rd11050 Upton Point Rd Man JSD.mp Calc=MJ6 Front Doorfaoes:N AH 2 1332 25250 15424 840 840 Other equip loads 2271 582 Equip.@ 1.00 RSM 16005 Latent cooling 3512 TOTALS 1332 27521 19517 840 840 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft, 2026Ju}1213:00:52 C ,e;,.•r�enw Right-8d"Uriversal202525.0.05RSU57672 Page ...LptonPoirtRd11050LtptonPoirtRdWnisarp Caic=WB FrortUoortoes N Component Constructions Job: 1050 Lupton Point Rd Z- Date: Jun 12,2026 y, 01 Entire House By: BER fr+rl ` Long Island HERS Inc BUILDING Ell.-NCY R-ouRces Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Design Conditions Location: Indoor: Heating Cooling Farmingdale Republic,NY,US Indoor temperature(OF) 70 75 Elevation: 81 ft Design TD(OF) 58 15 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 46.7 35.6 Dry bulb(OF) 12 90 Infiltration: Daily range(OF) - 14 ( L ) Method Blower door Wet bulb(OF) - 74 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa 13.0/2087 dm Construction descriptions or Area U-falue Insul R Htg HTM Lass Cig HTM Gain iP BtuhOLPF WFIBtuh Bhftff Btuh BftHfe Btuh Walls Frame Wall R-27 n 859 0.052 27.0 3.03 2605 0.94 811 e 658 0.052 27.0 3.03 1995 0.94 621 s 589 0.052 27.0 3.03 1786 0.94 556 w 798 0.052 27.0 3.03 2420 0.94 754 all 2903 0.052 27.0 3.03 8805 U.94 2742 Partitions (none) Windows U 30 S 30:U:0.30 SHGC:0.30;NFRC rated(SHGC=0.30);50% n 188 0.300 0 17.3 3260 8.82 1659 blinds 45°,medium;7 ft head ht n 42 0.300 0 17.3 728 6.18 259 e 100 0.300 0 17.3 1731 29.1 2902 e 21 0.300 0 17.3 364 20.4 427 e 42 0.300 0 17.3 728 29.1 1221 s 285 0.300 0 17.3 4946 14.9 4237 s 224 0.300 0 17.3 3884 14.9 3327 w 40 0.300 0 17.3 694 29.1 1163 all 942 0.300 0 17.3 16336 16.1 15195 U 30 S 3D:U:0.30 SHGC:0.30;NFRC rated(SHGC--0.30);50% n 9 0.300 0 17.3 156 8.82 79 blinds 45D,medium;9 ft head ht Doors (none) Ceilings Ceiling R-38 496 0.026 38.0 1.49 738 1.36 673 Flat Ceiling R30 1893 0.032 30.0 1.87 3547 1.71 3234 Floors Floor R30 2314 0.034 30.0 1.65 3817 0.42 977 - -wrigghtsoft` 2026-An-1213:00:52 +�. <N„<•, Right Sute®Uriversa1202525.0.O5RSU57872 Pagel ...LvinPoirtRd1i050LLptonPoirtRdManJSD.nQ Calc=NUB FrortDoorfacm N Component Constructions Job: 1050 Lupton Point Rd Date: Jun 12,2026 K� - AH rI By: BER `1 Long Island HERS Inc Buaci Ha erne1irier peoouaceo Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Design Conditions Location: Indoor: Heating Cooling Farmingdale Republic,NY,US Indoor temperature(OF) 70 75 Elevation: 81 ft Design TD(OF) 58 15 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 46.7 35.6 Dry bulb(OF) 12 90 Infiltration: Daily range(OF) - 14 ( L ) Method Blowerdoor Wet bulb(OF) - 74 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2087 cfrn Construction descriptions Or Area U-value Insul R Htg HTM Loss CI8 HTM Gain fF BtuhHt°-°F WFlBtuh BMW Btuh BtUW Btuh Walls Frame Wall R-27 n 442 0.052 27.0 3.03 1340 0.94 417 e 336 0.052 27.0 3.03 1018 0.94 317 s 283 0.052 27.0 3.03 858 0.94 267 w 440 0.052 27.0 3.03 1334 0.94 416 all 1501 0.052 27.0 3.03 4551 0.94 1417 Partitions (none) Windows U 30 S 30:U:0.30 SHGC:0.30;NFRC rated(SHGC--0.30);50% n 56 0.300 0 17.3 971 8.82 494 blinds 45°,medium;7 ft head ht n 42 0.300 0 17.3 728 6.18 259 e 51 0.300 0 17.3 890 29.1 1492 e 21 0.300 0 17.3 364 20.4 427 e 42 0.300 0 17.3 728 29A 1221 s 42 0.300 0 17.3 728 14.9 624 s 224 0.300 0 17.3 3884 14.9 3327 w 10 0.300 0 17.3 173 29.1 291 all 488 0.300 0 17.3 8468 16.7 8136 U 30 S 30:U:0.30 SHGC:0.30;NFRC rated(SHGC=0.30);50% n 9 0.300 0 17.3 156 8.82 79 blinds 45°,medium;9 ft head ht Doors (none) Ceilings Ceiling R-38 496 0.026 38.0 1.49 738 1.36 673 Floors Floor R-30 2314 0.034 30.0 1.65 3817 0.42 977 +14-wrightsoft- 2026.Iur1213:00:52 RigkStite®Uriversa1202525.0.O5RSU57872 Paget j0M...iPtonPoirtRd11050LiptonPoirtRdManJSD.np Calc=W&FrortDooriaoex N' Component Constructions Job: 1060 Lupton Point Rd A Date: Jun 12,2026 -J AH 2 By: BER Long Island HERS Inc BUILDING EFVICIENCY RESOURCE. Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Design Conditions Location: Indoor. Heating Cooling Farmingdale Republic,NY,US Indoor temperature(OF) 70 75 Elevation: 81 ft Design TD(OF) 58 15 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 46.7 35.6 Dry bulb(OF) 12 90 Infiltration: Daily range(OF) - 14 ( L ) Method Blower door Wet bulb(OF) - 74 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2087 cfin Construction descriptions Or Area U-value Insul R Hig HTM Loss Cig HTM Gain fF BhdlfWF ftuFBiuh OhNr Btuh BhhW Btuh Walls Frame Wall R-27 n 417 0.052 27.0 3.03 1265 0.94 394 e 322 0.052 27.0 3.03 977 0.94 304 s 306 0.052 27.0 3.03 927 0.94 289 w 358 0.052 27.0 3.03 1086 0.94 338 all 1403 0.052 27.0 3.03 4254 0.94 1325 Partitions (none) Windows U 30 S 30:U:0.30 SHGC:0.30;NFRC rated(SHGC=0.30);50% n 132 0.300 0 17.3 2289 8.82 1165 blinds 45G,medium;7 ft head ht a 48 0.300 0 17.3 841 29.1 1410 s 243 0.300 0 17.3 4218 14.9 3613 w 30 0.300 0 17.3 520 29.1 872 all 454 0.300 0 17.3 7868 15.6 7060 Doors (none) Ceilings Flat Ceiling R30 1893 0.032 30.0 1.87 3547 1.71 3234 Floors (none) wrightsoft" 2026-A rA213:00:52 RigItSute®Umrersal202525.0.05RSU57672 Page / .�...ipton Point Rd11050Upbon Point Rd Man JSD.np Calc=MJ8 Frort0oorfaoes:N Building1050 Analysis Job: Jun12,2tonPoirrtRd Y Dade: Jun 12,2026 Entire House By: BER Gr' IE Long Island HERS Inc BVILDIHO EIFioIfNCY REeOUHCFB Project • • For: 1050 Lupton Point Rd,Mattitudc,NY 11952 Design • • Location: Indoor: Heating Cooling Farmingdale Republic,NY,US Indoor temperature(T) 70 75 Elevation: 84 it Design TD(°F) 58 15 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 46.7 35.6 Dry bulb(°F) 12 90 Infiltration: Daily range(T) - 14 ( L ) Method Blower door Wet bulb(°F) - 74 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa 13.0/2087 cfrn Component BtuhAft2 Btuh %of load Walls 3.0 8805 15A wall ventilation Glazing 17.3 16492 28.9 Doors 0 0 0 ucts Ceilings 1.8 4284 7.5 -£`^ Floors 1..6 3817 . 6.7 . Infiltration 3.6 13916 24.4 Duds 3670 6.4 Piping 0 0 Glazing Infiltration Humidification 0 0 Ventilation 6116 10.7 Adjustments 0 Total 167101 100.0 ceilings Floors Component BtuhAl? Btuh %of load Walls 0.9 2742 7.8 Walls Ventilation MA Glazing 16.4 15642 44.6 Doors 0 0 0 t nternal Gains Ceilings 1.6 3906 11.1 Floors 0.4 977 2.8 Infiltration 0.5 1792 5.1 ucts Duds 2239 6A Ventilation 1566 4.5. Glazing Infiltration Internal gains 6200 17.7 Blower 0 0 Floors Adjustments 0 Ceilings Total 36064 100.0 Latent Cooling Load=5557 Btuh Overall U-value=0.069 Btuh/tz--°F, Window/FloorArea=26.1 % WARNING:window to floor area ratio=26.1%-more than 25%. wrightsoft® Rig4Sute®Uri�.12025 25.0.05 R5U57872 20264m-1213:00:52Page t ACM ,,,LptonPbirtRaIO50LLptbnPbirtRd'MenJSD:np Calc=MZ FrortDoorfaces N' Building Analysis Job: 1060 Lupton Point Rd Date: Jun 12,2026 AH 1 By: BER Long Island HERS Inc amowe errneNer neeouncea Project • • For: 1050 Lupton Point Rd,Mattitudk,NY 11952 Design-Conditions Location: Indoor. Heating Cooling Farmingdale Republic,NY,US Indoor temperature(°F) 70 75 Elevation: 81 ft Design TD(°F) 58 15 Latitude: 41°N Relative humidity(%) 50 50 Outdoor Heating Cooling Moisture difference(gr/Ib) 46.7 35.6 Dry bulb(°F) 12 g0 Infiltration: Daily range(°F) - 14 ( L ) Method Blower door Wet bulb(°F) - 74 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2087 cfm Component Btuh/ftz Btuh %of load Walls 3.0 4551 15.4 Glazing 17.3 8624 29.2 Wall entilation V Doors 0 0 0 ucts Ceilings 1.5 738 2.5 Floors. 1.6 3817 12.9 Infiltration 3.6 7213 24.4 Ducts 792 2.7 Piping 0 0 GlazingInfiltration Humidification 0 0 Ventilation 3845 13.0 Adjustments 0 ceilings Floors Total 29679 100.0 Component Btuh/ftz Btuh %of load Walls 0.9 1417 7A Wail Ventilation Glazing 16.7 8326 43.7 Doors 0 0 0 Ceilings 1.4 673 3.5 nternal Gains Floors 0.4 977 5.1 Infiltration 0.5 929 4.9 Duds 243 1.3 Ventilation_ 984 5.2 Glazing Internal gains 5510 28.9 Blower 0 0 other Adjustments 0 Floorsfiltration Total 19069 100.0 Ceilings Latent Cooling Load=4373 Btuh Overall U-value=0.066 Btuh/f 2F, Window/FloorArea=21.5% Data entries checked. -Fk wrig �,ghtsoft® 2026,kn-1213:00:52 6� - U- Rigff-Sate®Urrversal 2025 25.0.05 RSU57672 Page t ACCK...LptonPoint 1050L�ptcnPoirtRd1ManJSD.np Calc=MJB FrortDoorfaces:N �- Building Analysis Job: 1060 Lupton Point Rd U, v �1 g Date: Jun 12,2026 AH Z By: BER Long Island HERS Inc o Evvie�sHcY R[oouRe¢o Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Design Conditions Location: Indoor: Heating Cooling Farmingdale Republic,NY,US Indoor temperature(OF) 70 75 Elevation: 81 ft Design TD(OF) 58 15 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 46.7 35.6 Dry bulb(OF) 12 90 Infiltration: Daily range(OF) - 14 ( L ) Method Blower door Wet bulb(OF) - 74 Shielding/stories 3(partial)12 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2087 cfm Heating Component Btuh/ft2 Btuh %of load Walls 3.0 4254 15.5 wall Ventilation Glazing 17.3 7868 28.6 ts Doors 0 0 0 °0 Ceilings 1.9 3547 12.9 Floors 0 01 0 . Infiltration 3.6 6702 24.4 Ducts 2879 10.5 HPipumidification 0 0 Glazing Infiltration Ventilation 2271 8.3 Adjustments 0 Total 1 1276211 100.0 Ceilings . • IIHNIIIIIIII Component Btuh/ft2 Btuh %of load Walls 0.9 1325 8.3 Wall ventilation Internal Gains Glazing 16.1 7316 45.7 Doors 0 0 0 ucts Ceilings 1.7 3234 20.2 Floors 0 0 0 nfiltration Infiltration 0.5 863 5.4 Ducts 1996 12.5 Ventilation 582 &B- Internal gains 690 4.3 Glazing Blower 0 0 Ceilings Adjustments 0 Total 1 116006 100.0 Latent Cooling Load=3512 Btuh Overall U-value=0.072 Btuh/fl'z--°F, Window/FloorArea=34.1 % WARNING:window to floor area ratio=34.1%-more than 25%. -F-wrightsoft, 20264u,0213:00:52 �, '-"*... �.. . Rigi tSute®Uriversal 2025 25.0.05 RSU57672 Page 3 �...LptonPoirfRdC1050UponPoirtRd Van JSD.np Calc=MJ6 Frort Door faoss:N Static Pressure and Friction Rate Job: 1050 Lupton Point Rd II Date: Jun 12,2026 AH 1 By. BER fl ii' Long Island HERS Inc �:_I111f� i . Dumomo ErriwaNCY RasouPCEU Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.60 0.60 Pressurelosses coil 0.15 0.15 Heatexchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.15 0.15 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.21 0.21 Total Effective Length Supply Return (ft) 00 Measured length of run-out 2 35 Measured length of trunk 80 0 Equivalent length of fittings 95 57 Total length 176 92 Total effective length 268 Friction Rate Heating Cooling (in/10011) (in/100ft) Supply Duds 0.078 OK 0.078 OK Return Ducts 0.078 OK 0.078 OK Fitting Equivalent LengthDetails Supply 4W=35,2B1=30,1201=10,8E=10,1D=10:TotalEL=95 Return 60=10,11 H=7,5B=40:TotalEL=57 +P- wrightsoft® 2028-Jut-1213:00:52 ,, ,tee ,,u, gym,, Rigtt-Sute®Uriversal202525.0.05RSU57672 Pagel ...LptonPoirtR 1050LtptonPoirtRdManJSD.nQ CaIc=MJ8 Front Door faoes:N Static Pressure and Friction Rate Job: 1050 Lupton Point Rd l M Date: Jun 2,2026 AH 2 By Long Island HERS Inc Bumomo EPRIc-cy RRsouncts Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.60 0.60 Pressurelosses Coil 0.15 0.15 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.15 0.15 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.21 0.21 Total Effective Length supply Return (ft) (ft) Measured length of run-out 22 4 Measured length of trunk 30 0 Equivalent length of fittings 75 57 Total length 127 60 Total effective length 188 Friction Rate Heating Cooling (in/100ft) (in/100ft) Supply Duds 0.112 OK 0.112 OK Return Duds 0.112 OK 0.112 OK Fitting Equivalent LengthDetails Supply 4W=35,2B0=20,1201=10,1 D=10:TotalEL=75 Return 60=10,11 H=7,5B=40:TotalEL=57 wrightsoft- 2028Jv,1213:00:52 � nro.Nie= '..m,..,.." RigkSUte®Uriversa1202525.0.05RSU57672 Paget p1M ...LptonPoirtRd11050 Upton PoirtRd Man JSD.rnp Calc=MJ8 Front Door faoes:N Duct System Summary Job: 1050 Lupton Point Rd Y Date: Jun 12,2026 I � AH 1 By: BER Long Island HERS Inc BUILDING EFFICIENCY RQGOURCHB Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.138/0.072 in H2O 0.138/0.072 in H2O Lowest friction rate 0.078 in/100ft 0.078 in/100ft Actual airflow 840 cfm 840 dm Total etFecftive length(TEL) 268 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (dm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath1 h 1334 44 27 0.102 4.0 Ox 0 VIFx 60.5 75.0 st3A Bathe h 1328 43 32 0.142 4.0 Ox 0 VIFx 22.0 75.0 st2 Den h 2565 84 51 0.153 6.0 Ox 0 VIFx 10.0 80.0 st3 Entry h 1379 45 17 0.133 4.0 Ox 0 VIFx 38.5 65.0 st3 Eray-A h 1379 45 17 0.133 4.0 Ox 0 VIFx 28.5 75.0 st3 Kitchen C 1141 34 53 0.078 4.0 Ox 0 VIFx 81.0 95.0 st2A Kitchen-A c 1141 34 53 0.080 4.0 Ox 0 VIFx 72.0 100.0 st2A Kitchen-8 C 1141 34 53 0.099 4.0 Ox 0 VIFx 65.0 75.0 st3A Kaaren.0 c 1141 34 53 0.079 4.0 Ox 0 VIFx 89.5 85.0 st2A Laundry c 626 23 29 0.132 4.0 Ox 0 VIFx 19.5 85.0 st3 Living Dicing c 2188 66 102 0.110 6.0 Ox 0 VIFx 50.0 75.0 st2 Living Diring-A C 2188 66 102 0.079 6.0 Ox 0 VIFx 70.5 105.0 WA •Bed h 3429 112 105 0.103 7.0 Ox 0 VIFx 44.5 90.0 st2 M Bed-A h 3429 112 105 0.094 7.0 Ox 0 VIFx 62.0 85.0 st2 Mulroom h 1943 63 41 0.100 5.0 Ox 0 VIFx 52.5 85.0 st3A Supply Trunk Detail • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (CFM) FR (fpm) (in) (in) Material Trunk st2A PeakAVF 169 261 0.078 587 9.2 8 x 8 RectFbg st2 st2 PeakAVF 502 604 0.078 604 12.6 8 x 18 RectFbg st3 PeakAVF 338 236 0.099 609 9.7 8 x 10 RectFbg st3A PeakAVF 141 122 0.099 635 7.0 8 x 4 RectFbg st3 Wrightsoft® 2026Ju-1213:00:52 Rigtt-Sute@Uriversal202525.0.05RSU57672 Pagel ...LptonPoirtRd11D5OLrptonPoirtRdManJSD.np Catc=MJ8 FrontDoortoes N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (dm) (it) FR (ipm) (in) (in) Opening(in) Mat Trunk rb1 Ox 0 840 840 92.0 0.078 475 18.0 Ox 0 ShMt -�d wrightsoft, 2026- r,-1213:00:52 AIL, gym, , RighFSUIe®Uriversa1202525.0.05RSU57672 Paget ....LptonPoirtRd\1050 Upton Point Rd Man JSD.rLp Cale=MJ8 Front Doorfaoes:N Duct System Summary Job: 1050 Lupton Point Rd Date: Jun 12,2026 AH 2 By: BER t-- ;,,,,, ¢, Long Island HERS Inc e UILOINO EFFICIENCI REROURCEE Project • • For. 1050 Lupton Point Rd,Mattituck,NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.142/0.068 in H2O 0.142/0.068 in H2O Lowest fiction rate 0.112 in/100ft 0.112 in/100ft Actual airflow 840 cfin 840 cfin Total effective length(TEL) 188 ft SupplyDetail Table Design Htgg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfrn) Orn) FR (in) (in) Mat Ln(it) Ln(ft) Trunk Bath3 c 499 23 27 0.118 4.0 Ox 0 VIFx 36.0 85.0 st4A Bath4 c 91 3 5 0.163 4.0 Ox 0 VIFx 22.5 65.0 st4 Baths h 1783 59 31 0.115 5.0 Ox 0 VIFx 39.0 85.0 st5A Bed 2 c 1465 71 80 0.112 6.0 Ox 0 VIFx 52.0 75.0 st4A Bed 2-A c 1465 71 80 0.125 6.0 Ox 0 VIFx 39.0 75.0 st4 Bed h 1828 61 55 0.116 5.0 Ox0 VIFx 33.0 90.0 st4A Bed3-A h 1828 61 55 0.138 5.0 Ox0 VIFx 23.0 80.0 st4 Bed c 1610 75 88 0.112 6.0 Ox0 VIFx 32.0 95.0 st5A Bed4wIC h 845 28 17 0.117 4.0 Ox0 VIFx 31.5 90.0 st5A Bed4-A C 1610 75 88 0.122 6.0 Ox 0 VIFx 42.0 75.0 st5A LoftArea h 1721 57 49 0.152 5.0 Ox 0 VIFx 13.5 80.0 sty Loft Area-A h 1721 57 49 0.162 5.0 Ox 0 VIFx 23.0 65.0 Sty OTB h 1048 35 23 0.142 4.0 Ox 0 VIFx 15.5 85.0 st4 OTB Lyre c 1776 82 97 0.121 6.0 Ox 0 VIFx 28.0 90.0 st4 OTB Living-A C 1776 82 97 0.130 6.0 Ox 0 VIFx 34.0 75.0 st5 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) Orn) FR Opm) (in) (in) Material Trunk st4 PeakAVF 406 421 0.112 631 10.3 8 x 12 RectFbg st1 sty PeakAVF 434 419 0.112 650 10A 8 x 12 RectFbg st1 st5A PeakAVF 237 224 0.112 533 8.3 8 x 8 RectFbg st5 st4A PeakAVF 154 162 0.112 727 72 8 x 4 RectFbg st4 st1 PeakAVF 840 840 0.112 720 13.3 12 x 14 RectFbg -+ 2026-Ju}1213:00:52 yA� A, nNra wr.,iigg n.w.htsoftoft° Po9kSute®Uriversal202525.0.05RSU57672 Page3 AC CA ...L;)Wn Poirt Rd11050 Upton Point Rd Man JSD.Rp Calc=MJ6 Frort Doorfaoes:N Return Branch Detail Table Grille Htgg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (Cfm) (it) FR (fpm) (in) (in) Opening(in) Mat! Trunk rb2 Ox 0 840 840 60.5 0.112 475 18.0 Ox 0 ShMt wrightsoft® 2026-Jut-1213:00:52 RigFt-SUte®Uriversal202525.0.05RSU57672 Page ...tptonPoirtRM1050LiptonPoirtRdMenJSD.np Calc=MJ8 FrortDoorfams.N N Basement 8' 8' 4 4' 8x8 4' Basement I I I I 4' I I � "- I I m 4x8 Ox8 8' 4" 4' 4' 5` Job#: 1060 Lupton Point Rd Long Island HERS Inc Scale: 1 : 109 Performed by BER for: Page 1 Right-Suite®Universal 2025 1050 Lupton Point Rd 25.0.05 RSU57672 Mattituck,NY 11952 2026-Jun-1213:01:36 ...1050 Lupton Point Rd Man JSD.rup N Level 1 ®112 cfm ® 112 M Bed ®102 drn ®10 dm ® 63 cfm ® 53 M WIC 1 Bath 2 ®43 cfm Kitchen Living Dining M WIC2 ®53 cfm z 340.h ®29 cfrn Laundry ®63 dm Pantry Mudroom Entry Den Bath 1 Job#: 1060 Lupton Point Rd Long Island HERS Inc Scale: 1 : 109 Performed by BER for: Page 2 Right-Suite®Universal 2025 1050 Lupton Point Rd 25.0.05 RSU57672 Mattituck,NY 11952 2026-Jun-1213:01:36 ...1050 Lupton Point Rd Man JSD.rup 1-1C -Nk Level 2 97 dm 97 dm 80 cfm 80 fm Bed 2 OTB Living 88 dm 88 Cfm 8" 8' 8" 8' zf 840 dm I—/I Bath 4 Bath 18' -I'L9J I Bed 4 CP 4" Loft Are 4" 14 x 12 axe 12z8 12z x8 Bed 3 OTB 8" 5" 8" 5" 4" 5" 4" Bath 5 Bed 4 WIC Job#: 1060 Lupton Point Rd Long Island HERS Inc Scale: 1 : 109 Performed by BER for: Page 3 Right-Suite@ Universal 2025 1050 Lupton Point Rd 25.0.05 RSU57672 Mattituck,NY 11952 2026-Jun-1213:01:37 ...1050 Lupton Point Rd Man JSD.rup I d (fold.#2) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIVISION OF ENVIRONMENTAL PERMITS: NYSDEC-Region i Headquarters SUNY Q Stony BrookI50 Circle Rd Stony Brook NY I t790, GERRARD DIFFLEY 435 LUPTONS POINT RD MATTITUCK,NY 11952 (fold It t)--staple here NOTICE OF'RECEIPT OF RESUBMISSION The;Division of Environmental Permits has received the application referenced below. The material .submitted is being reviewed by.staff,and you will be advised in writing regarding the department's findings. In all future communications,please refer to the.Application ID number. Applicati'onj6- 1-4738-04772f0000I � 1 Date Resubmitted: February 25,�FLEY b 5�ba) I TT p r i or io Epp.rcu+t: and ��1 G IT u reme -45 FaoiRty: DIFFLEY PROPERTY Description: NJ FOR EXISTING SFI)ABOVE l O'CONTOUR ` DEC Contact: EUGENE R ZAMOJCIN (5) SCIADI both pr ! or A-o Oc-4 I,;, �C� ite Family Residence Apptic do itus: Plans Approved Date: 1212 12025 nfo T Patyrrtents + Custom Component ►te that if the subject application has not yet been approved, the 'Expiration Date'shown here is a placehotder and does not expiration date. itions made to the Department of Wastewater Management, please follow this link for application processing history and: sti Management Application Status Lookup (SST) recommend that you upload only P®F files. if a PDF is exported frorn AutoCAD 2016 car later, please type EPDFSHX in the command line of nge the value to 0 (zero). Refer to the FAQ page for additional information. Ton-PDF files cannot be reviewed by SCDHS staff, which will d( (However, if you are submitting a photo, then a JPG or JPEG is acceptable. r sine allowed is 100 MB_ c.rnd;corn:;cpl;exe;hta,htmn htrntins;isp;lar;is;lse;lib;Init;rode;mKmlitml;msc;rasp;rn:st;php;pif;scr,act;shb;sys;vhvbe;vbswxd�.Ysc.;yrsty sharedisallowedfile types to upload_ Record I — -Record Type Entity Type - Type Size Latest Update Action Entity t )UT Single Family Residence Single F pdf R-22-0908 Application Record Site Plan/Survey 1.55 MB 05/0312022 Actir ns w Resider R-22- a ANS Single Fatuity Residenwe Single F R-22-0908 plic�ation Record Floor Plan 106.34 KB 05103/2022 Actions+ Resider, -R-22- .Ey Single Family Residence Single F If R-22-0908 ApP hcation Record Application Checklist 277.33 KB 05/03/2022 Actionsw Resider: -R-22- ir Single F BUT R-22-0908 es�dence Record Site PlanfSunrey 1.81 MB 0510312022 Actions+ Resider pdf Application -R-22- �c.ation Single Family Residence Single F Cr'i R-22-0908 Application Record Application Checklist 682.57 KB 05103/2022 Actionsw Resider -R-22- FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) 0✓n�l�¢roA svoy r2 %re--d a W a ------------------------------------ 4 FOUNDATION (2ND) -a�a3 l.Gi.i fed-4-v aike,,..cC lah.s 4 177j2vciva--0 o 3, 10-a ou hwhl 6v✓ µ4-9- / /•cics � ROUGH FRAMING& A PLUMBING JqZOOrC14e- 1 1-2 Af vw to cfo� INSULATION PER N.Y. Z � � rD�S ►�-3 STATE ENERGY CODE ` S S A, Wl v S �'las1� hSHta-h v►1-- \al d� M ®l FINAL or JLA ADDITIONAL COMMENTS qj io Z3 4Aoff, 30A-7T. :6P -*-c(7 - 11 23 -fok-AM0 i - 0 - Ag - s e e.d.S +0 � - *of t� i�� e✓� Z 1 all N;L I T15 rsava E s I cvt X -$ c �-f cl - n�5 -a 4 ( u v�z✓ r" .e_ c 'd _ a vc, a -6- vi c9�u� b Xzz x � x od .S1 H o�gpfFOl��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownnyizov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only LJ 103 MAR 0 8 2_023 PERMIT NO. Building Inspector: Application"sand forrris-must be,filled out in their entirety.Incomplete` applications will'not bd'accepted. Where.the Applicant ismpt the.owner,an Owner's Authorization form(Page 2)shall be;co- leted. Date: OWNER(S)OF PROPERTY Name:Gerard and Karen Diffley SCTM#1000-115-11-14 Project Address:1050 Luptons Point_Mattituck NY 11952 Phone#:6319875130 Emailjediffley@gmail.com Mailing Address:435LUptonS Point MattituCk aNYw11952 CONTACT PERSON Name: Gerard _(Jerry) Diffley Mailing Address^435 LUptons wPoint MattituCk NY 1.1_952 Phone#:6319875130 Email: jediffley@gmail.com -DESIGN PROFESSIONAL INFORMATION: Name:Peter Podlas (Architect) ------------ Mailing Address PO Box 1058 Remsenburg,_NY 11960 Phone#: 631-325-0929 Email: ppodl_as@optonline.net^ CONTRACTOR.LNFORMATION: Name: C Bordsen Custom Homes Inc Mailing Address: UCk 235_Lloy_d's_Lane_Mattit NY 11952_ Phone#: 631-255-9425 Email cbordsen@optonline.net DESCRIPTION,OF PROPOSED CONSTRUCTION ONew Structure ❑Addition ❑Alteration ❑Repair RDemolition Estimated Cost of Project: ❑0ther $750,000.00 Will the lot be re-graded? ®Yes [:]No Will excess fill be removed from premises? ❑Yes ®No 1 "PROPERTY-IN FORMAT ION Existing use of property: esdental Intended use of property: R Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential (RR-40) this property? ❑Yes BNo I 11 F YES, PROVIDE A COPY. B:Check,Box!Afte'r,Reading:`The ow. ner/contractor/design professional is'responsible for all drainage and storm water issues as provided by :Chapter236'of'the Town Code:"APPLICATION IS HEREBY'MADE to the Building Department for the issuance,of a Building Permit pursuant to the BwldingZone' ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,Ordinances'or Regulations,for the construction of buildings, :additions,alteration s.orfor removal or demolition as herein described.The:applicant agrees;to comply with_all applicable:laws,ordinances,building code,• , housing_code and regulations and to admlt"authoriied inspectors on premises and in,building(s)Jor necessary inspections:False statements made'herein are punishable as a Class A misdemeanorpursuant to Section 210.45 of the New York State Penal Law, Application Submitted By(print name): Gerard E. Diffley ❑Authorized Agent BOwner Signature of Applicant: ( Date: 3r d o a3 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No. 01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2_C6� 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 day of 20 •� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 1 � =.a _ t t ~t , en �' G .,Q++3 ' + +'a �r .Yt 'o 4'•�' k-. - ` ,`� . k:. e� e' ;y,• y y ;` �x?a.k!.cY4�+14.! ,I$S,Y.a.A,M, k'1.� H...S>.?.tP�,!'1JP.L&.ut.,qw;..S}1FG.4u•41Ja!„4?,L+'�J�,r.\S.°FE7.:\Cs._6 11. b'Z"P..J A+1.:1..!,.Ni '`•Y .o�OV �� ao" i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK eF� '' t� i .. i I9 • _U� j PERMIT NO. 10260 DATE: NOVEMBER 16,2022 y ' ISSUED TO: GERARD & KAREN DIFFLEYRV f PROPERTY ADDRESS: 1050 LUPTON POINT ROAD, MATTITUCK SCTM# 1000-115-11-14 > AUTHORIZATION < ry S = Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16, 2022, 10 and in consideration of application fee in the sum of$250.00 paid by Gerard& Karen Diffley and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits 1 : the following: Wetland Permit to demolish existing dwelling, deck,driveway and curb; construct a new f48'6" x f61'2' a two-story irregular shaped dwelling(±2,354sq.ft.)with a full basement(t2,354sq.ft.); remove±387 cubic tp> L i yards of soil for the full basement; construct a±24' x t5' front porch; a±21' x f5'rear porch; a±4' x f5' 5 entry stoop on east side; install a±40' x±35' irregular shaped stone patio with a±15' x 15' shade porch; ° install a f30' x±14' in-ground swimming pool with a max depth of 7'; proposed patio,shade porch and .rle kkt ! pool to be on-grade; install a drywell for pool discharge, install a pool enclosure fencing; install a f4 x ; C I ±4' outdoor shower; remove±80 cubic yards of soil for pool excavation; install a pervious semi-circle driveway landward of dwelling; existing septic system to be abandoned(system to be pumped clean and13 0 filled with clean sand from upland source); and the installation of a new I/A OWTS system landward of Pr dwelling; there is no proposed grade change; establish and perpetually maintain a non-turf buffer ' between the top of slope and proposed pool fence; install sound deadening enclosure for pool equipment; P e.oEe I. all trees removed within trustee jurisdiction will be replaced on a 1:1 ration with native species; drywell to contain run off from outdoor shower; and as depicted on the survey prepared by Nathan Taft Corwin, ' III Land Surveyor, last dated October 20,2022,and stamped approved on November 16,2022. €P ma`s IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. ea CA MKI Yy $L'.?tiTi W`.Y�"r E!t� „it' Nei Jd u.t'�7(r^fiX tiF"l.Y.a"s:.�42CT"ZS'.o L:.SA''Y.«-a`.S,'e1R? Nn 77f3..iS G().'R'V�4 e"J T15x.77rZiiP TAd 'IF�11 a:.T'AC.I@.STiFr�'7e1h 1re'v Z Ye}.'St�fi",h1'17Y i"9'v7 nT2 Yt�C i;ii"7 r�Ftvo `\ l �_ i w 1 � J �JI max• ry �JJ� t:� y i�, ?s< 4+ �a i a� 4 e - ep. 1r.r _ p l� 1 a..., ae 1 'r .• •"3l_�;R�+,°. velva �+•r ..:.ala Odao °° ..-,,,!.A.. .�' ?.3^•Gsd e4 +iy4��:. �:eiA '„5"` '''�i.=9�: Glenn Goldsmith,President ``�OF SO�j Town Hall Annex Nicholas Krupski,Vice President �OVY �� 54375 Route 25 P.O. Box 1179 Eric Sepenoski l J Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Joseph Finora • �� Fax(631) 765-6641 Olyc4UM`I,�� V E BOARD OF TOWN TRUSTEES JUN 5 2026 TOWN OF SOUTHOLD Building Department CERTIFICATE OF COMPLIANCE -founi of Southcid #2344 C Date: January 13, 2026 THIS CERTIFIES that the demolition of existing dwelling, deck,driveway and curb; construction of a±48'6"x±61'2"two-story irregular shaped dwelling_(f2,354sq.ft.)with a full basement (f2 354sq.ft.)• removal of±387 cubic yards of soil for the full basement; construction of a±24'x±5'front porch; a±2 P x�5' rear porch; a f4'x:L5'entry stoop on east side; installation of a f40'x±35' irregular shaped stone patio with a f15'x 15' shade porch; installation of a±30'x f14' in-ground swimming pool with a max depth of f7'• proposed patio shade porch and pool to be on-grade; installation of a daEell for pool discharge,• installation of pool enclosure fencing; installation of a f4'x f4' outdoor shower;removal of±80 cubic yards of soil for pool excavation,• installation of a pervious semi-circle driveway landward of dwelling; existing_septic system to be abandoned(system to be pumped clean and filled with clean sand from upland source),• and the installation of a new I/A OWTS system landward of dwelling,there is no proposed grade change; establishment of a non-turf buffer between the top of slope and proposed pool fence,• installation of sound deadening enclosure for pool equipment; all trees removed within trustee jurisdiction replaced on a 1.1 ration with native species; drywell to contain run off from outdoor shower, At 1050 Luptons Point Road,Mattituck Suffolk County Tax Map#1000-115-11-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 15,2022 pursuant to which Trustees Wetland Permit#10260 Dated November 16,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling deck, driveway and curb,• construction of a f48'6"x±61'2" two-storxirregular shaped dwelling(:L2,354sq.ft.) with a full basement(±2 354sq.ft.)• removal of±387 cubic yards of soil for the full basement; construction of a=1=24'x f5'front porch; a f2l'x f5'rear porch; a f4'x J=5'entry stoop on east side, installation of a±40'x±35' irregular shaped stone patio with a±15'x 15' shade porch; installation of a f30'x f 14' in-ground swimming pool with a max depth of f7'; proposed patio, shade porch and pool to be on-grade; installation of a drywell for pool discharge; installation of pool enclosure fencing; installation of a f4'x t4' outdoor shower; removal of±80 cubic yards of soil for pool excavation; installation of a pervious semi-circle driveway landward of dwelling; existing septic system to be abandoned(system to be pumped clean and filled with clean sand from upland source); and the installation of a new I/A OWTS system landward of dwelling;there is no proposed grade change; establishment of a non-turf buffer between the top of slope and proposed pool fence-, installation of sound deadening enclosure for pool equipment; all trees removed within trustee jurisdiction replaced on a 1:1 ration with native species,• dUEell to contain run off from outdoor shower. The certificate is issued to GERARD&KAREN DIFFLEY owners of the aforesaid property. ,a Authorized Signature NEW Yfat~tfiwTA L�IEt�/Al 'TY116�1T':C1=E6t9�itrt( f�fEi7A Ii0�1` (CN Uivsi:on of EnVirorrMerital Permits,riegion 1- . SUNY t Stony(13rook ati Circle'Read,Stciny Brook„NY 0790. P (631}444 9365 I F.{631j R44 43G4 www:dec.ny�ov ... L Elt OF.NO,IURISDICTIC]N: TIOAL 1lHETLANDS,ACT October 24 2022 Gerard Oiffley 430-Luptgns Poin t Road {IAEJ000,. 4Y 1152 Rir:: AppllcatiQn#1=4738 04772/g0001 Diffley Property-1050 Lup#iris Point Road; - SOTM#100 115 1,1 14 pear Applicant: t bThe"Qeparment oEnrom odfyteaovfv aC ye er mh e: referenced;Letter=of Na. lurisclidtion.It 'adew anee with ft) .Uniform Pl°ocedur_es Regulations(6NYCRRLL part:;.621}. Based 4n'the infor-matiQn you submitted the'Deparkment-of Env rorim, hwi Conservation'h"as determined thst the proposed work is:66dwardi of the. , elevation contour, as shown on the survey, prepared by Nathan Waft Oorwin (II,:dated.01/1y/2022 and last revised D9/27/202 ;Therefdre,:the property landward of tlie.l6- elevation coritaiire is-beyond Ti!'I I Wetlands.Act(Article'25}jur sdictiian and' no,perr»it is required farwork landward of=th_s structure: Phis letter shall override tie Lettei of No I. J-urisdictlon issued on /:1 f2021 { Be advised no construction,, sedimentati'ori,-or disturbance of arty kind may:fake place seaward;of the ti&I'wetlan jurisdictional I�vundary.as indicated above;;witFiout a pe"it- It is your responsibility to ensure that all precaiitioris are:taken fio preuent any:sedimentation rir disturbance within Article 25 jurisdiction:whicttmay result from your projerct Such precautions may nciude maintaining°adequate: work area between they jurisdictional boundary and our project (i e a 1 5'wide construction area}or. erecting.a fernporaryfeice,:b crier,or hale,bay berm. This:'{attar shall remain valid unless site coneiitions change: Please note that this letter does hot-relieve ou ofthe res onsibilit , '-btainin an necessar erm1.S � Y p Y 9 Y y p. or approva{s from:other-agencies or;local municipalities. Sincerely Laura F Star Permit Adtru�istrator cc:< Cole �nviranmental SeNices' = BMHP Files ;` raetvYoMit Depac#mentof oF�n,Wry. Environmental Carrsetvation NSW YORIt rfA1'la_D ;,C'l[�I MlsN'[ O i NlrlYtC3.ti.MCt�T�l1�Ct I RVAPtC)C� 'low t:•'sicality DEG 14 l-{738-0�l 172 . Udder t_Iii IJ�aViron�ni&ta C t �•va.ti�1a haw OL F77der � #tee xacl � ail � Forma aon. l'Crtnit Tssucd To.; I{'.i� lity CrT k- DiP I;)✓Y Uit I LAY OP ;lt'I'Y'` 43S GUPTt?NS<PQIN"1,I2ll: 1`taSQ LUPT'QNS T'(�INT RD Mr1 I T 1TlTGl`,IVY J 19 32 MA' TUCK, NY, 11 _7`' »aeifaty AppliotYon Cuutimct: GC)LL CN V7R 0N1Vt_ENTTAL SCRV;IC Sli . 425`MQIVTAUK I �1lfY:. S I�QUQGU> N Y 11941 ()471 (631)36I M44 ` FnciGly laoc at LI ..OQU , TY T tt*I*(-Pr�nca M`I I�eferencc>.Pn�nt: ;IVYTM-;E, "7k66O NYTM=I`I; 4540 61, : Lnt l«c�e; 401359'23.7" .Li�ngitt cle: 7?a30,5� l'�•oj ct IA)011troi) Deel Ilole O zlc AuEllarizetl Act v�t�.: Ab incl'on existing e}ittc sy'stcnl and estalaitslt,i on tui[:buffer:'. Alf-wdrl�sL:all be cloy e in aGcnidance wi l`the p(tn& f'e-pa'rect lay%Nkf itn'I-a� III Last reused�I27120�a,and,�ttIti PO 'NY;S DGC 1 p o'ye�i' on 10/24/24�?.[�LI.`(1)l, �RIVO") Alf work fandrlvarcltc�f the, l.G`cor►t a ts'6 yo�id Tidal tiV`ctlaiid (Arable?5)jurisdi�ttt�n :.; 1pei mit �uthtre��at�ot�s 11 i+ �l.W.etlantls=Under Arttc z5 Permit ib 1 4'73$=0772/00002 :Ne.�v'I'etmit' Lffeclavc Date 101� /20�? f,�Iztr�teil Late 1 �/2QZ: DEC a'aPPI.0va� �y ccc�ittince of tl�a� E ea��itit,.tl�c pc�e itt e s�gr s tia: t tl�e€icy nett �:corst ngent'ulrori sty ict cUn pfi.rntie with Hie:ECT,, aii .il�plic stile°regulati ivy,,a�ad;:ill-conk fro mine,leIciccl ;�s �i;rt�1€this pcywllt. ['eYl]UI l�Cjll111115t1'ator:LL ,URA I:'S'irAR, Dend.y l) n!,itndmiii �tiatt� ' A�icxess: N`1'SDEC: Regio I I?Icaeiqu r[er SUNS c Stott 13raokI50 C'irel'e [td Stony Bic�uk,;1 tY l 1;790 =3t0) .0 Autliorizecl Sit_;niiure: ---` Date' `•�)- Pagc:1. of-6 NEY h`f)R STA rr,Dl f' its Moro oV,r--VlliONMEN7 AL CONSFRVAI IQN Distribution ' kt CC)L,L PNUI'K IM) N,1 AL' LiRN1I.CES a �. 13LIMaLt o'1�'.Mari fi, th�.bitat,t t�tcction File �3init 'OMg?Q11en . NA`1'CJIZ4. WOL RI E P1,RMIT CONDITIONS G"I IER� L L(JNQITIONS, 1�1�1_,Y 1 O AFL 11UT` OIZ17L13 C'L1tMt- S NO'I'1IIGA t'[ON Ol" OTHG,R f'Cl"1Vl7TTE'l 081 GA IIONS IAA;'T�JR 'L,[[� 4)UflCE : ' i ' iG >di"1Ci1�1 Ag�gDty Ao t11e•�'c�llovvil� 1. "Regt lhted Aetivriies Authot t7 e l By Tiiu Pet-Init s On], Ili' iegulate I xiciivtlLes/struetiate"telOntifi d-ifide.r tllc.seai4n 1�oscription ot-Mth�Itz 'AC-0v ' NYS13L 46c not issue after-the<Fttct bras=built pelnitts.`I'11is pertrlit ctaes Clot-liltltowtze fivibes,.or legrtln ize:tll exi t�ncc {rt strL ctut es,:which;4vould havc.:reguire, a,permit brit:toi wl c I1 nU::6v1iit:or otllcr altt)1ottzat 6j 11as::b&&t rttriteci Y Si.DPIC 7. onfot iniattce!'bilk►I'IrtrtS ��II activities Llutlld izcd (y thts,t�ettlzit:niLlst tac•in stl°ic.t coirfotrn UC. Witil the,apprOv-Odi plans suNnitted by the a plic7nt or��p lic�u�t`s gl int as paa of ttie pi,rri7 t appl catiian; iic11 appiovoct plans,W` prcparcd by Tltltk an Tai-i11, lest tevisec!`9/27/2U27, . Notice of tl 6f the p};c jet t,'t]».pei n ittee and(.O tfactol filiall sigh iltld i C'tLun ttic top; ortion,;of the ollciased noti 11Catioil forth ccrttt}%ing t1� t't!)e�+ are;fiilly elYyaic'i?:l`and of dox'stEild gill keirlls-and Oc iditibn§of tliis permit., within 30 days"�l cor%Lp(etioJt=. of project,the E� f toali p ttion cif tIie:f©rill must�ilso.he signed fend r6t4i-ned;.�l`otlg with laliptogrc j hs.ol' f11e;c:omplcted lvorle.: .,. d. r ost I'ei rnit Sflgrt li1L t]G�f1311t Sibl]i',nClgs;t 'witll tuts p rill t shill b post cl yn a:iz spicuoils toeation ott the��orl�site ai1c�acleclutitoI ,protected from the vvedtllet I+a ure to liiller:t Per�tnit ondiiioxts. l t ilutc, 01`ill pein2ittec t.0 to ct alt tlic conch.10118 oI Al is;perm t is a vtolal can of ti i5 t►c-init aiicl rounds fot'an order to 1niLllediatcly cetist the perni,ittecl acttvi6, at-fbi pi'OCC Sits' b. to'i agc of 1G.ttiipmet't, lViatert�als l lle;sfola e of construction ecluiprriont-al�d iilatei talc shall.Igo' conlitit clv, t)�in: he pa.pject �voil�"ai'ca anel/ r upland°ateels;greatertllati;7�f�itzeL feet'lintit t11G ticla ��etlancll�undttry. Y7;et(:; AM.:W. R.ECS'IATE16.M11AATMt NT'i'P1t E 1'IItC�7�i�L1;l NTAL:co kii 'r6N F �'. P �d ity DE Al ID 1=�73ti (1�7 Z2' 7, o,D stut bAfice fo Vel;etntecl TIO-al Motla.#iels l Here,ti2iist be zac�.cl�s#ut dance to vegetated tidal werl�ncts,tidal wetland-adjacent arei s and roteotcd buffet ale<<s as a ie5ult t the jacunilted activity;; s. >[insfia t:�,n C_rosaa�n Contrr�i� Nceess€iy crasion can'rc�l m aszzte s z c_ straw vales s It. fencing etc , ate to lae pl^ae�C#tari.ibe clouvn5lalae edgy of t y clist irbe��iriea. T1its,secl mcilf lbarrier l$to' be pint 1n plttce ot arty elislizibance al'the�grouncl,iocctiJ.`5 411�C11 tQ bE:�11a111iniq Cl ltl L?QCld'a31C�: liu etzaz2al:bnitdit oil.t2zitil thtci vegetatn�e cgvet°is°esta, shed: 9. C'6ncrke Geacltafe ',Duri�tt;c.anstitzcticin.,ttc r��et or.lr+ slt cnticrcto`dr leacliate shall bc-illav4eel ta: .,: eser pe unto aziy Vctlands, ar vv�tPi ofNew l'or. Sfate;not slr�ll.t��zsl ngs dram ready rl7ixetl canal etc sle11oiltoe :aut 7iiirtic s,mixers,at other dv il; v wateitigh a� wateiprool f rn s shalt be used: Wet,66-tc►`ctetShcttl 12at'1i �JaIIIC'C��,C1 C11 j t C�` T��£1 l�lthlziills, 10 1cari 1Fdl Only :11 Fill shall consist of cICaIn saizd, ravel air sail;(not asjahalt;slsig, flya�h, l xakcil caz2ci�ici`vdcmoitt2ori cteb►as} ::. N[mime c"l�clvcrs:e"ltnpa is ko 1'Ve#l.Ai�:vs,W ldlii6,Water- All wctilr 111Wst t�icy.;perfornl ni a: 422arinci which z2 i 2zatz es adveise'in facts io<tivctl ncls; �vi:ldlife water;clualit},7n�1 n uz tl`i ices:_,, la, eeclir►g llzs eta bell Area f111"z rea5.a sail ct'tsturlitilc e �cs iltulg 601 the apl�rov�ccl proaect si2(ll lie; Gtal l�z n9rigeetc' C wg pia�esi;conlplet�on a Prior. ) i ,tf TO.pczn2ti expn a ion,vi�l1rchex, cam:Gs Iirtit if t'hc.pzal.e t sits xez2zains tract;vc� tar mare than 48::12aut at' 7l ttltlp l 1n]plactic aI dlletp ti2C seasati ':tlten;t}le tllea shall b4 stab li�ecl rifh strawy or."l ay"mulch ac itrte rnattii g tzniamenthej coil tit ions,:favor' rn2iti ttpti. 13. 'Vegef'itte All�D�sfobed Areas The )Gt0l itce,,sltall,reve�etiktte c111 e11it�seci f�tce�and cl stttilirrcl ai�as to l reveril.sail EraStot2 jit got to;tlte p'iatcct coinlileti:ort of expzratib�} cute uCil is perrtj t,W hevet,caries: lz rst . .14 No Omstru tion Do) ire Wcflancl Aclj ccni A►a'a -�lny dt buts c�i .excess inatea al tagm consti uctioi2 af.dais pzUjec t shall be c mpl to l}I re�i oved fi otn the adjacent ilre, (upland)and 2 emovc d ta: an approvef upland liea°toz di5posalr. l�la dchzzs is pen►nited,int �rtlaniIs arttilttr profectci lt2ticz°,azc�ts.. IS..:['a ecittltzons=A a�nst antaminattn�n,.of'6�?�tee 5 1_l necessary}itecautioils slli?ll be t then i, pre..Glucle.ettitat2li;iatiaz2 c2'f'any vGtllrcl car water�'va'y tay s2tspvncidcT 5ctlids,Sidilteztts;`fiicls,,snlvazlts, lub�tcants„'epa�y caatijig5;,pailks,ccitetce; tcactiar or.al utlic cn� ranrnert;lty d [ctuziotrs 2nat�ztals a ssocltated,,UAthjhe pzajeGt. 16.., tatc I1'Iay 1Reclu�rerte lcsiortiori l'I`upon t'lle efzatzoii ai atzoj2 at:f[xxs pet:i )tt,ti2e - prerj�;ct h�xeby aihar�:�e°d Itas:tat b��t2 conaplut�ci,'1heappl�cant_shtzll;;_tiv�tlxcsuL iase to lie.�tate.azlcl:. -11 la-s iuh,c,+t6t and in.sttch tin26 and manner.its the.I epart neat c�(,l ilviru»tnezatal C nscrvitt'lot2:Illay ' l�.ti'dully retltnn c,°i'c'lt2ave all or,tiny pc�ztaan,of theE a 2corYzfaletcd.`stz ucttrr�,ar,.fil l in-o l`estare tlt�;site:'to its' fottner cat dntzo.n . i a'citiin2.sl izll be wade:a alnstthe'kate at'l�le�v Yoil. On:'accaur7t of airy suclj ren nval ar alteration" ol NF VI' �JRC T. C1] Prt iv(T i�1T tDf:, t� !1Tt4 1titEi�tt"1 "I A ��3IwIISERV t`!()t�t 1 cdl t3 lt C 11)1 72. 1.7. Stafe l iz�;d➢x&r-Rcllaoval or�04ratiou'-of' �orla :Tl l.utOre opgt!attghs:'by tI � ta(o c�fNew Yorlt: terlaxtoan:'iltoaatln zn the pasit�tin c�f'`the sti`uctuae car. vazk hczilxi authnztzctl car ifs in tli� paniotx oT'tli'e T el Fartxiaoril c� vet st�i t nlal',C'tiaxs(IF El tt:slautl aus unieasflzi l _olistt ti nazi t i t3i free navt atiail of s rval-ers of Mood 46A o uelaii;ertlle.lieaitl ,-sztfety os t*rLlCaac o`T tl�t p .dl�le oT tlae Suite,or casise Toss oc desti tictsra .of the natu:£`l.resat woes o#�the ' te,.it . own t ara�a}�`b�:and fed,.t� "t1ie.TJepartrnent to res at�c or alter tlto sta ubtural, ,ot l�,cab�ts u t on t r Iiazaa els"c auscd thet Eby Wli lout xpetasq l o t i State 40 f, upon tho tr�psa�ti�awor revocation o�tlus lac trnt, th � striicture, fill oat1avafiiaaa oz olt�es o,jicati rtoi'the.�vfiatiooitrsohezet?yautltozar c sla�i}) natia nt� letcti,theowzaeas,.sliall °wifhiut,; earl? aasc t0-1,is State,atyd io surli extent �azitl n sxtch tianc..ancI taixuaaa�t,a tl�e,L�eparta7 nt caf l:tivironata nt l ciiascavtititaaa uaiay{rccltnre,t'enzavc all ttk any,portaofia ot'tlio tuzcc lia lett�tl sta.tactvre ax 1a11 Faaid£xe5tor� to its, tznnct cozadit on the z avi;alaic tsix l'flock c�slaacity W,the-waterc011m ,No;china:sliall lae made a ainst the fatty oi`1�le�v Yard. ova aecount.:oT any such:t«mo i l or altera'ti®n m.�Stag T'doi T able for oYzni il;e, I jll, ��t�tc or_,N wr �'o•k shall ara zria:case`tae t iable fear ahSt dan anlu y to tliu strtactua 6f w°orlc Lzesciai aiath:ctr eel iulie 1•naay lic�%xett�ed ley oa.r cult from futtize opnzattotifi t�tadortalcr ley thettite foi "tlzc:cnrac is"vzticara`c�z'i.znprcilTefixittt ofn. asation,otyl~c�r otlet pctp�ses,as7tl na lair a of ri llt,to.casatpe�snti rn sliatl �zwr to=f`toia lany sue clarri� e. �GETITI 1t`1C�1 A ��t � L Au h�ri d .P r1" I 9, F ciiiiy Ttxspectiora;l it 'Tti De �it'ieneizt 1"Tie geraaaltted sits' ' i•`sac lityj"irioTttdin�tole l�tni a'eUuads3 sulajecttca tipcnt�nta'oasonalsTc laitr ,attck ctatoivals liar Paz attYota7ctT'rc'presenttltive taftic l�elaaitaniat; oaf C1nvrrc airaictttal C'r�nset•v iot olzc 1 c.}aaat a alfi� Cn tlt to iitraa �vlYethct tlxe:Tiei t iktce zs-cc�tti l in �vitli. ' tii pernut taaatl the l;�'�; ucli retaroscaatatl rt�ris y order the wOr s Aspenclocl pursitstrst tt� T E'L 7T-t�3,Q1 l"h ;pexsiaittee shill ydVide is[acrsoal.to ace;uaiil5any`tlac°-f� partzx�ent's��preser tativo elI rlilLY.atz saisl�octioat ; fo the pet.mil a 04... lic�rt r q cslecl bit the Depa tstat�;it. tal leis lae aazt,t,a clasdiix all r fczczi ed maps- ciia<+tan��t>cl spc ez,al coiiditioi s,xratzst be av7alubTe' for liislacct otl U}F t1ae I epzartm nt rit al_l taa�io a°t,tlaL lla`oa cl .site of hoc Yti;ty, ililure to-Ilrodute a copy o tlaapertnit ialaats"recuestli a,Cpartm€�nt teprcc ntativo is a �atcl�itzc�n o .tlass'lrs�aat. �. 110 ti0agm-p-dfliis";Pexluit to tixair.�� pzp�tinr nt- rclez s:iintT Jl3ef �rrit tsztio s Uiales5 s;ipzcssly, prtiva'c tt r ley tl c-" t laarttaaeait,Issuance ok'i i s permit�l�es taaf uxtadi�}f�su��rsc�cie."caa-rose ixzl aai otcler oz°.cletrtnirrtttii�ai latettiiisly issut d Gy,the >�4p� trccnt t}r;tirsy of llxc tctl ,.c r�ttitiitls or z t cuttcintzits; c cant4atnotl as axoi#.order br d tormina ion. 3. i 1Tc»bons`li'ot' ' rmit Y onea�'Als;Al6diTi6tions offransfcrs 1'lze l eztiiztto rraust sul�gxa.l 1 sep rats vvrittei� ii l lacsxti n to the T eZaartrsi iat.fray t etmit jc�nc�r tl attod,fi atitm tar tt� Or:tat tht perrrsit; tech zal�gttoatio a zaaust:zasolittlo sny°Ciautis or sul�l�lc0ai1elattlI uafoj aticitit�n the l epartrii tzt rettuares. :Any avaiewaEA-A clirloat ota 6' tiatzsfea ailawttod by rho I�eliIrtmoilt anus.bent.��ritin�. �utzt��assiaia u!` applictatioiis far paariitzeziewal�siiodlxcataoa oz trnsfor sire to oe sur+i> ztt#d tip; �;a 0 4 6 f NEW l�ORKNT- ArAr D).WITIVI�VTO,t'� l;lit'EIIRO(�11�iC`1VTl��:GON�C1�V�!'1I N: [� c'tlity'DG 1i31= 73S-047:72: 1.2e�rontil:�errtut:_Adrnrizsla 7tor I4YSDEG Re)ic n 1 l Iettcicluartors S�:II`I'��;S'#t�n .131:cO1t�Sn Circle,ftcl: ,to�iy xool.,NAY 1.1790 409 . S't�imrsstont of Itene`v,�lp�plicaatnon Tle pe;rrtiliee must stl7mil a`aenwal,alcattoi;ttt least day :beFcit peltiat c�plrattoti for"the Callo�ving F{tzni`t.aiutlloriZahOns "`I aclal Wctlatt"d, . S. 1'et Irnit i ttcli€tca#tan ,"k us; ensia ri an [ I�ev",ri "cPartzuellt` yeseiltes-t110 tzgllt�to cccr5etali:nvail(blc 7tat11ority ta.mo tCy, sti lltJnd,%QI r vok, this pe"r W The- grounds Cc1s IliodiF_atiot;suSI�ellsion'or aevocati n:•i�icl[icle> t! atl�Cettally tailse.oi tnaccUrate stateayreilCs an"tkae P t;itlit"a Ipltcattotl or stippc�r#irig patper�, t. fatltle by (l1e pertiiztte :to eoniply withtly iertils tat ca�iclxtlOnS.cl tlau,perntit c. � ceeding the scUlae`aCt11e prajuc t as cfescrilied in:tT1e pet7illt��pltua#low newly discovtrritl a11a#et aP,ialfornittiirail Qt"aznaleci l chat e}qc tvi>o tneaital sq��titt otl5 ref vatlt leoliilolobybr al�plicable law" ix eg tlaltons slncc the issttaztc�of t(ze e astlrt ;pcznlit i ssloler, lalhpGvousyasstcdp�ricot�ittosrtdsigpcoml)lialcW t lip,contal ly pat t�iorls of i11e,Lnvli( I1tI1CIZte_. Goriservatioa�L v or""rcoula#zr�iis c�l:fli;e.Ue ar ineti related t thO p4L.nitted act: yz#y . �tts.fet 1?e rmns are ti<iaYsferral (e unless.specrFcallvptohibited y s#alztte,re tlat — z anotlisrt pet'i1ltt.eundlttnr. Apltcatiots tcir:pcsiixitti►ar>sCtri sliuulcl-be sib►ntitci prto';to.actttal ltatslel of" ovvnczshtp: tY �T �r, c>! aiT 1'R lPIV�IT" ' � (�I3LI+G, rr� Itcsxa A,: Pct�mttte" ceepts'Ggal >�+trpoansibtliit3ritntl t�grees'to Indeainrtr<fiLt#ton" Tlac l�erznitte��.:e ce�ti il;"stifite"caI.federal"ageix tes;t-xlxpssly agrecs"to in,emn C}t�>nct>tl�lcl:'harmless the Mparinletit ofGhvil-On tnefital tbilst::t-vattoii or-jhe state:t Necv Yowl..,.its repi'eseniettivGs, oyecs; atid-agents.("171..G'`} for,all 6J:aJz ts,stt"t�,.act c tls,,.�iI c daitil gc s,"to t11e c tetlt,�it#t alau'able to the p rrl itte�'s a.cts qi'Q111I551QI1S iri.conil cittSn yVlth tll( p�l;mitl.ee's„wid6rtal�ing Uf aC ivifi in�coImection Zvi#1 Or nlSexatloit:atnd nlainlennalce:ctt;tl�c-Facitit}%o f�citities aitthcatzcd l�}�,t9ic pei�xtt tvl�etller rI c axi;pli�nce of not rn c �t zplitlncc rvt#l1;tile'tei:nls anci conclitipns al thr I�'ett llt "�his"iriclemililteat"o;I1 dqt�s. , t ba Lo�v1 iteg �tc toils or; 111 e lnot r�ietl� to � iu c7 ,�or rote ttonal zect�t? oillissio ae-to-anyns;_ claims, quits, oI .�tcttom ri�tmtiig the 68 " Ind ahsti�g tigd6 l�rticle:7$of#hc'New Yhrl ' iv11 I'rtictrue l:;aws c#Roles of any Glttz'gil snit or" civil,�t.igltis'pt oylsioli tlndertfettei1 oI_siatc"law5.. NLYQi2S'�ATGl3GI'ARTIVI .I`i� tJl . iVI[i+t)N(19�,fN'"AIiGt]i`�fRVl�TIC?V 1��cility DG LD 1=373$A-4772 - Cr�;utt��ickoi s to' or j P with lPea•n 6t:. t lie pellnittee is.rc�por 4il�lb;, or infOr ingitg i`ndepel�dLl C ut�nii'�teic�ls,employees;, ents'�ti�d ass't�,nls cal':: .t'ES�?Onsl)t I�y 0 C{)1llp y vilb t,115 i)tlu* bcIttCllll9� _. � LGIIl�'GUlitllt10115 1V�111G.•c'icang'As tilt' lPt rc iltt�e's 6bIA witf�i s out u tli�l�r pttted�tctivitlo5,,�lad SUQ1 P�,rticyl�4 sl�E it 1 sibjec t'ta slid Sa1l1�;'- s,�incitons l6 violations�1 the T1�tirirotl7»ent�tl Ccl sett>ati�i� X..4t Av-, s tl�a�� p�'e�cl�beCl Fo1 tl]c,pert�lttlee. .; Ytetn C P"t'i i11<ittec itespox�sililc, Q �htst ittg ether gt �ltaie eat Y'c�lrirts The,I)COnitfie� is responsif)le ror out a JnJi!g,�iny gthe. permits,app f-vals, (ands; 4aseiric nls�ii3d>I lilS.af, . w�i tlicll Ill 1�1�e;rerltll.t;�d,.to Irry oat thc�aOtly1 ies that are al.111l�t��i 4etf by thls`per<�tiL Itc�ti ll 1�1 I igh;�to TI es}jam o�-It�tet fez'c w�t1t t� a�aan ft;tiYgitts f`61s peMI does:t�otcorivey to the 1�ermlltee t>�r I11 to tI cspa5s ilpr�n:lhc lal d QI ntel.,fere�v�t1r t11e llpai7n rilils cit`'othelsli ci`clex to pezlornl_t11c�acrra��ttE`tl wort. Ior dues tt atthc�lt�c-tliG imp�tu meilt oC any rights,titler>>7�tere'st in �'eSl of pet so�itll prOliel t}F.fielcl o� ��cstGcl in a p�isoli ait a earl}r to1� pertn l I BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 yjo a4`r Telephone (63i) 765-1802- FAX (631) 765-9502 lamesh ,southoldtownny.gov- seandCaDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12-8-2023 Company Name: Pristine Electric Inc. Electrician's Name: Daniel Gaeta License No.: 36662-ME Elec. email:danielgaeta.pristine@gmail.com Elec. Phone No: 631-560-0141 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 66 Chichester Ave Center Moriches, NY 11934 JOB SITE INFORMATION (All Information Required) Name: Jerry Diffley Address: 1050 Lupton Point Road Mattituck, NY 11952 Cross Street: Marratooka Road Phone No.: 631-987-5130 Bldg.Permit#: 4Q [ 0 3 - Hou6c email:Dediffley@gmail.com Tax Map District: 1000 Section:115.00 Bloom 11000 Lot:14000 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): wiring of new 3,701 square foot residential dwelling with in ground pool, new 200amp underground service with generator Square Footage: 13,7ol Circle All That Apply: In SP Z3 Is job ready for inspection?: YES❑ NO Rough In r I a Final Do you need a Temp Certificate?: YES❑NO Issued OnF P '24 a-] 23 Temp Information: (All information required) 2 1 Service S¢eR1 Ph❑3 Ph Size. 00 A #Meters Old Meter# QNew Service[]Fire Reconnect[:]Flood Reconnect[:]Service Reconnect❑✓Underground❑Overhead # Underground Laterals R1 1 D2 ✓ H Frame ✓ Pole Work done on Service? ✓ Y FIN Additional Information: PAYMENT DUE WITH APPLICATION - 4axN\CQ, i �S�fFD(�co i BUILDING DEPARTMENT-Electrical Inspector o ;TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-18"a Q 1 i ` Temporary Certificate # it�� ateb le' U 2023 Customer Name Electrician Name I jVj CG7YI� Address Phone e-mail ��,,�, e-mail A , r c Phone License# _ M E Size 9_00 A Phase Overhead Underground #of Meters Remarks I #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service. Y N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of SoIuthold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. i This verification is valid for 90 days fro I'the date above. Authorized by �, BUILDING DEPARTMENT-Electrical Inspector ;YY'�� .�,� TOWN OF SOUTHOLD 54375 Main Road - PO Box 1179 r, Town Hall Southold, New York 11971-0959 631 765-9502 � Telephone (631) 765-1802 - FAX ( ) amesh soiatholdtonn . c�v ~ seand southoldtov�enn* ov APPLICATION FOR ELECTRICAL INSPECTION - - 023 FELECTRICIAN INFORMATION (All Information Required) Date: 1282 Name: Pristine Electric Inc. es Name: ®aniel Gaeta ristine@gmail.com M 36662- E Elec. email:danielgaeta.p License No.: I request an email copy of Certificate of Compliance Elec. Phone No: �1-560-0141 NY 11934 Elec. Address.: 66 Ch'ch 11 e11 s ter Ave Center Moriches, JOB SITE INFORMATION (All Information Required) Name: Jerry Diffley t Road Mattituck, NY 11952 Address: 1050 Lupton Poin Marratooka Road Cross Street Phone No.: 631-987-5130 email.iediffiey@gmail.com 11000 Lot: Bldg.Permit#: 4q t' O 3 �5 0 Block: 14000 Tax Map District: 1000 Section: .111 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOT n�E pool, Print Clearly wiring of new 3,701 square foot residential dwelling with in grou new 200amp underground service Square Footage: 3,701 �. 4 � Circle All That Apply: IONO R/ Rough In" Final Ci � YES ® lob ready for inspection?: ✓ On Is YES, NO issued Do you need a Temp Certificate?: ✓ �On: (All information required)', 1 Old Meter# � Temp Informat A #Meters Service Size Ph®3 Ph Size: 20_= verhead Flood Reconnect[�5ervice R�onnect�Underground� ✓ONew Service[]Fire IR�nnect❑ {� Laterals s/ 1 2 ✓ H Frame ✓ pole Work done on Service? ✓ Y #Underground Lat Additional Information: PAYMENT DUE WITH APPLICATI®N - al6MP - aLgN- v �.�d 9'tc*t o-1oba Address: =RMIT P .,vitches iutiets ;FI's urface sconces H H's UC Lts HW Fridge Fans WID Oven Exhaust Mini DW Smokes Generator Micro arbon Transfer Cooktop ombo Service Hood Amps Have Usec AH aC pedal: .on-,ments _— PERMIT# Address: Switches iz Outlets 97 ' GFI's Surface 1' Sconces / H H's 9s UC Lts Fridge 3 HW POOL Fans Mini Fr. i W/Dy coos' Panel Pump Exhaust 5 Oven 94,se"'V- Sump Heater Trnsfmr Smokes S DW Generator Salt Gen. Carbon 3 Micro GrbDis Water Bond Lights Heat Pucks 3 ERV Inst Hot DeHum Transfer Disc B/SPA Disc Combo Cooktop Minisplit Blower AC 9 A D Hood l Blower Service Amps Have 5y Used 5e Sub Amps Have Used Comments - AA &I �QurEDt.Y�� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 `n T Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 QI jameshCcDsoutholdtownny gov - seanclC@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit #: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[:]Underground[]overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Southold Town Building Department P.O.Box 1179 Permit#: 49103 53095 Main Rd Southold,New York 11971 Permit Date: ,4/7/2023 (631)765-1802 Expiration Date: 10/6/2024 Parcel W: 115:11-14 BUILDING PERMIT RENEWAL LETTER Dated: 4/15/2025 Applicant: Diffley, Gerard Location: 1050 Lupton Pt Rd,Mattituck Work Description: RESIDENTIAL NEW CONSTRUCTION Demolish existing dwelling and construct a new single family dwelling as applied for per Trustees, DEC, and SCHD approvals. A FEE OF $1826.90 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Diffley, Gerard Address: 435 Lupton Pt Rd Mattituck,NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. • SURVEY OF PROPERTY NYSDEC SITUATE APPROVED AS PER TERMS MATTITUCK AND CONDITIONS OF pW��NG TOWN OF SOUTHOLD USES PU81lC WATT SUFFOLK COUNTY, NEW YORK PERMIT NO,..��.��=��-�C��,�� •.� DATE t �, , . b,_, -� _ S.C. TAX No. 1000-115-11-14 WATER P7tNATS DWE SCALE 1"=30' � QUBUC NOAD) IN \ R p Pao ap' JANUARY 19, 2022 ATE LUPTO NS OININ �s 10 QuBLIcx ROADYIAY MAY 26, 2022 REVISE PER NYSDEC LETTER OF 05 12/2022 JULY 19. 2022 ADO SETBACKS TO TOP OF ASPHALT BLUFF ,+ } SEPTEMBER 13. 2022 REVISED SITE PLAN O - x N 7`. 5'10 op. -1-LmLITY PDX SEPTEMBER 27. 2022 REVISE NOTES O s ?Jgy J x H W1 . _ ``-' ' % I! r W eE REMOVED TOTAL LOT AREA = 18,600 s ft. ZSO020' �p.�� MOtd `,. - :_:} � 'i+X. !i / �R DRIVEWAY CURD q o• E cONc. ,• . $ 'r` / ul EKI9sTISG DRtYEY �` 0.427 ac: s y •..''I,a . .a,d ` ts' NOTE,S: 2 7S0�E 79'1 p0 E Z *.=�� '1 19.3e �r �� o O 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM y vl°oL • . EXISTING CONTOURS ARE SHOWN THUS: --XX--_ xX oP _ 0 2. ALL DWELLINGS WITHIN 150 OF SUBJECT PROPERTY o ;. + ISSINO II \ to o ARE CONNECTED TO PUBLIC WATER. pROP�PA�1- y ao ooy�a EXISTING WATERLINE LOCATION PROVIDED 8Y HOMEOWNER. ��4 t3L TO BE REMOVED L 1 rrt . ALL TREES REMOVED WITHIN TRUSTEE JURISDICTION WILL BE TO RE►ANN O I TEST ZHOLE lg-3 ::P--•Itj.;;i: .:..'..... 6„?i EAVNO HOUSE 8c DECK REPLACED ON A 1:1 RATIO WITH NATIVE SPECIES. -LZ•DX V 18.8 b;..•::•.; :•.--i::3..................:�:t•:'t >: \fG� SPROPO` L.A�7 :::Si:`::•:?•ii:F.if,•# ::.r:^�::ii:6i:••:ii:Y..'.: �T510$ _ YVjcl TEST HOLE DATA :':; ; ::.- . p11N0FF RRPOpj4015G (TEST HOLE DUC BY WDONALO GE05C1ENCE / ttT 7 pZE t 'ash= it?^si{i;} _y::i :4.:.•_•:.,. Lip ROOF�5p p0 ON SEPTEMBER 5, 2021 1.30PM) I7.ey� ,\� X ;`,...i. i iiii.•........,... g�l r _s :;_ E��', e�aJSSt°F EL 18.7' 14•pA+t''t ::1. t• :::. ,: up: ':. .....::: :r;;' LOT COVERAGE OVER LOT AREA LANDWARD OF WETLANDS BROWN SILTY SAND SM D�4 y1 2p5' :,.}..;; ;;. ;;; ;;.. 2.570F •::.;..};:;:..•:...: �r pPt�PPt LOT AREA LANDWARD OF WETLANDS = 16,965 s . ft. oge 1 .p pool E q 7' PRor ut'lTTg15T��E f =:;: isiisii:ri:P .:ci:......... r r'` ?T •:. pOoL, t 1 VICE 6t�0Ut�lip Qo •c�. ..,•r ' ::r 612 : : :vim 1.:::•:::::.. oAtt FIZ&Or'EO FEt G¢ DESCRIPTION AREA - X LOT COVERAGE GL v SST ° A` ;� ::-._. ........ - f a HOUSE 2,370 sq. ft. 14.0% •�".e m o 19.6 y.y G PALE BROWN FINE SAND SP c f \ }'i; `� - `y."f� lh' PORCHES & O ' ..�•::i: N b „ \\ !t'= p ' ro� OUTSIDE SHOWER 381 sq. ff. 2.276 cm �< rx sTot+e, f. .- tL e' o.trio` �' - - - - - POOL & COPING 512 sq. ff. 3.0% o \ CT ct m :'PROP r7 TN TOTAL 3 263 s fi. 9. EL 1.7' 1 T x �� 20"OAK `i2:::::•P. ii ,:" .;. z q. t 2% NO WATER ENCOUNTERED D H ..... i{i::::::;::r . .'::: C- }0"oAK 70"OAK '.::.,••:- {•i:i::•i ii?:.�0�:.....:....... x ADJACENT o -H USE CORNER 20'OAK .. ::::.:/ APPROX.ADCORN£TR - DRAINAGE SYSTEM CALCULATIONS: HOUSE - 18 0' PROPS p�tGE a 16 pf2OPOSEv is WI1x NON t F VyFeR ROOF AREA: 2,750 sq. .ft. 1LhTtVE NON TURP 1A� TO A1, �, � ASION L"a 2,750 sq. ft. X 0.17 = 468 cu. ft. POSTING SEPTIC SYSTEM TO BE ABANDONED -% - _ oN< ' 468 cu. ft. / 42.2 11.1 vertical ft. of 8' dia. leaching pool required SAYS TRUCK BE PUNIII ED IN FROfd N A P�APPROVED AND UPLAND SOURCE) T6 t0'OAK�}8'OAK .`j• 1�-_ 1 !I > •22 ►K' r-�° '��.�� OF st'oPE PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS LIMIT OF PREVtOUSCSUURVEYDIBYJOHN SHOWN ON L.S.DA DATED - ••• }b DRIVEWAY AREA: 1,190 sq. ft. '' t°' ~�- -- tY°AK _ 1,190 sq. ft. X 0.17 = 202.3 cu. ft. 02/05/2021 AND N.Y.S.D.E.C. LETTER OF NON-JURISDICTION �_+."_ PREPARED IN ACCORDN"CE WTI'H THE MINIMUM `� -_._ 16"0 202.3 cu. ft. / 4.2.2 = 4.8 vertical ft. of 8' dia, leaching pool required STANDARDS FOR TITLE SURVEYS AS ESTABLISHED DATED APRIL.1, 2021, APPLICATION �!1-4738-04772�00001 ••i�OP� '^OA ,�-' + — 2q< K 12 BY THE LIALS.AND APPROVED-AND ADOPTED CONC. MOH. `y�}o�., r �, _ - PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL FOR SUCH USE BY THE•NEW YORK n LAND• _ TITHE ASSOCIATION. ,e.. �,. ,� I � �14 18^OAK _10'oAK 12'OAK -�1�0� � ° 't v 1t7 EGEND lr 1 -- LoAK G 3 p = PROPOSED FUTURE 50Y. EXPANSION POOL ' r AN 1 a-OAK 6- -f / FLAG 2 FLAG -` J PROPOSED SANITARY LEACHING POOL F / \ LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY FLAG t COLE ENVIRONMENTAL SERVICES ON 10/25/2020 PROPOSED FUJI CLEAN CEN-7 ORDINARY HIGH WATER MARK' TREATMENT TANK ,, t• S 89'S7' W 101 61 �4 0 PROPOSED DISTRIBUTION BOX • N.1'.S.-Lie..No. 6467 SEAWARD EDGE OF MARSH PROPOSED DRYWELLS FOR ROOF UNAUTHOR12E0&UITATIOH OR ADDRIDH t} Y•j=, ■. To naS SURVEY IS A VIOLATION OF DRIVEWAY RUN-OFF Nathan �� or111f�n Its SECTION 72LA OF THE NEW PORK STATE TREE 70 BE REMOVED EDUCATION N TAW. DEEP HOLE CREEK Land Surveyor COPIES OF THIS SURVEY MAP HOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED :; To BE A VAUD TRUE CO". TREE TO REMAIN CERTIFICATIONS 9401C M HEREON SHALL RUN Successor TO: Stanley J. Isaksen, Jr, LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A.ingegn0 L,S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMP TAL AGENCY AND Title Surveys=Sub vfsiomr - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND . TO THE ASSIGNEES OF 71E LENDING INSR- PHONE (631)727-2090 Far (631)727-1727 TURON.CERTIFICATIONS ARE NOT TRANSFERABLE. OFnCES LOC470 AT AFNLING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1386 Main Road P.O. Boll t8 AND/OR EASEMENTS OF RECORD. IF Jomesport, New York. 11947 Jamesport• New York 11947 ANY. NOT SHOWN ARE NOT GUARANTEED. i 'l pLCEIVE � �,IED Y SURVEY OF PROPERTY % �:>�RU C� i RUSI EES SITUATE NOV - 4 0022 MATTITUCK TOWN ®F SOUT OLD TOWN OF SOUTHOLD USES SUFFOLK COUNTY, NEW YORK Southold Town DATE jjv 1 S.C. TAX No. 1000-1 15-1 1-14 Board of Trustees �h��R, bf Zp °PUB�GWATER --- USES P�VATS R�1T RO pR{JN \ SCALE 19, 0' I,UP'rONScwOIR INE�sx �'` 1�0.00' JANUARY 19, 2022 MAY 26, 2022 REVISE PER NYSDEC LETTER OF 05/t2/2022 pUBLI XjZ•° T ROADWAY _._�.i JULY 19, 2022 ADD SETBACKS TO TOP OF BLLUFFFF I-7 10„ E ASPtIA1 11 SEPTEMBER 13, 2022 REVISED SITE PLAN O s 16.3 ' pl 79.45 PROP•9R J - — —16 IlIY POLE REMOVED -- I OCTOBER 20 E2022BREEVISE BUFFER AND POOLEEQUIP. NOTE zsO a?0�f pR� H D ON — •.:.:.��::• �. r^�li•,'$ x G DRIVEWAY & cuRe TD BE REM TOTAL LOT AREA = 18,600 sq. ft. •r•W c014 M Qil n in DU5nt4 NOTES: 0.427 ac. 4 820j° E N 300.00 p" E Z �::`yn�{1a`P> I 19.3, q o p 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING CONTOURS ARE SHOWN THUS: ——XX——— X ... • ' tzr/6'+.1`-��_�'�'by ° A '1-, 2. ALL DWELLINGS WITHIN 150' OF SUBJECT PROPERTY o ARE CONNECTED TO PUBLIC WATER. EXI ' STING i Do ARE o PCIO 3. EXISTING WATERLINE LOCATION PROVIDED BY HOMEOWNER. • S WATERLINE.e' & 7 TO REMAIN �o ' •�TE�SgT7HOLE x 19.3\1 ;:..��'F�X a, . �., ,rJ1� ``'„��) �"re Hp�USE 8c DECK TO 6E REMOVED 4, ALL TREES REMOVED WITHIN TRUSTEE JURISDICTION WILL BE Y_ REPLACED ON A 1:1 RATIO WITH NATIVE SPECIES. •s:{: ;:::i•:i•r.. ......:.... ......:^: ..:••:: QTtpPo5E0 W6Z TEST HOLE DATA Xl :•:�: ' ':'=`'.:.. ...::::::•`:•::.:'=: : ::�• 1s• Ioe oRrr��oi°�H�A (TEST HOLE DUG BY McDONALD GEOSCTENCE TR.7 A l ::i1:.:::::::::::::::::::::Siii'r:iiiiii: <: ?�}iitiiizCi?i l:i{�jl; F-0OFv FOR L ON SEPTEMBER 5, 2021 1:30PM) 17.6 E: 'ii'r: .'•.�r' F7 J :3iii}i:' ': �51DE x N ::•:L::....•::•::.....................F.:... .. a O1JT EL 16.7' o' 14-0 ! :;:::;:::::::: ;`.:: ;E::::; .'-;'.` p�vP T LOT COVERAGE OVER LOT AREA LANDWARD OF WETLANDS `+.,?•r BROWN SILTY SAND SM IRf gf.GY�51 ZO5' k. .:;;.;;.?y;;!,.;:;2,5T P pF��1 LOT AREA LANDWARD OF WETLANDS = 16,965 sq. ft. 7' PROP LIM17 OP GRp O E 1 ::..:v::::..:..: :::•: giG1E Flz r °9%4 eaL'9� 1 {' •.•• ` '• —� ,oAK pR0P05FD POOL. DESCRIPTION AREA % LOT COVERAGE e4• ..... ..::::}:::?;:i:i::::::•ii::•::-61.7:_;::•�� :.. 0 p s sr9 A Y.-r; rt.....::•.t:..•:=:.... NaT • :! 'SHAD:'• a HOUSE 2,370 s ft. 1 �•a' lb o CCC 19.6 ;:{:c•::;:';.x'•::".i.{�?pORCh!y:: Z y G q• 4.0% :: .:.:_:.::fY _ 14'....: ro m tA PORCHES & 3 PALE BROWN FINE SAND SP :i:• c y 81 s ft. 2,2% • m v OUTSIDE SHOWER '• uto b -n \� �s::"•..Pp'pEnO`r>p--- /1a oN Z� cm r,7, •@5T, 16.61 >,�o C POOL & COPING 512 sq. It. 3.0% EL 1.7' Sp v m :.::::.::..:.�"'�pOk:;`?:: :. z� a TOTAL 3,263 sq. ft. 19.2% '- - 17' f G7 {fin 20"OAK .. j+_+� .........: P............... .... fo NO WATER ENCOUNTERED y w SGf ?::. ::::::: ::: A 'x1 {0"OAK 10•OAK .....:i:i:30 ;::,._..... JACENT o Z —APPROxCORNER Z 0 REMAIN `` HOUSE APPROX- ,DOOR — `3 — — — — µAC OUSE — _ DRAINAGE SYSTEM CALCULATIONS: 18 1R.3 AK.�P Pam-�.',j_• —16 �p�v NON FmnLI� ROOF AREA: 2,750 sq. ft. Kom pozTIoH LIW_ 2,750 sq. ft. X 0.17 = 468 cu. ft. DUSTING SEPTIC SYSTEM TO BE ABANDONED 1B•OAK :-:,{ AT ED6E 15 TO POOL 468 cu. ft. / 42.2 = 11.1 vertical ft. of 8' dia. leaching pool required (SYSTEM TO BE PUMPED CLEAN AND FILLED WITH CLEAN SAND TRUCKED IN FROM AN APPROVED UPLAND SOURCE) 16 :i1 -�� `� �'—.0 % OF SWOPS PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS .�, LJMR OF pREVIOUSC§URVEY BY JURISDICTION C.HOWNEHLERS L.S.oATUESD - .+. DRIVEWAY AREA: 1,190 sq. ft. 10" �' Ito o 7'0AK �1A 1,190 sq. ft. X 0.17 = 202.3 cu. ft. 02/05/2021 AND N.Y.S.D.EC. LETTER OF NON—JURISDICTION t6.QAK 202.3 cu. ft. / 42.2 = 4.8 vertical ft. of 8' dia. leaching pool required PREFAB IN E§RV MI UM _ STAND gABUSHED DATED APRIL 1, 2021, APPUCATION 1-473 8-04772/0 0001 .o 8 OA X 24"O —'12 L p� MOH- •�i�o� m 4'WIDEPDP PROVIDE (1) 8 dia. X 6' high STORM DRAIN POOL FAD Svcs ��E1Qfl�y� PEWI vQRKORST�1E�enxd CONC. 14 — ` <' Q "1' 16'OAK 12•OAK ASS LA 10'OAK ——'•'.�.' --1 y�OAK— � 1 D POR F111R�D LEGEND "OAKe• ;•h o ] L p PROPOSED FUTURE 50% EXPANSION POOL f1w 6 .� %� 8— 6— FLAG!WIN 1 r D FLAG 4 2 ® PROPOSED SANITARY LEACHING POOL \\ LANDWARD LIMB OF TIDAL WETLANDS AS FLAGGED BY FLAG 1 _ _ — —'\ COLS ENVIRONMENTAL SERVICES ON t O/25/2020 4 — / �6 000 PROPOSED FUJI CLEAN CEN-7 -C?� 7 � � �--� ORDINARY HIGH WATER MARK TREATMENT TANK � • PROPOSED DISTRIBUTION BOX/%fi)51.) .Y.S, lic. No. 50467 S 89'57 W 101,61 �4 ,,,,:—SEAWARD EDGE OF MARSH PROPOSED DRYWELLS FOR ROOF UNAUTHORIZED ALTERATION OR ADDITION & DRIVEWAY RUN—OFF SE THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION N LA OF THE NEW YORK STATE TREE TO BE REMOVED EDUCATION Law. DEEP HOLE CREEK Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL.OR TREE TO REMAIN EMBOSSED SEAL SHALL NOT BE CONSIMDERED TO BE A WWD TRUE COPY. CEFmncATIONS INDICATED HEREON SHALL RUN ' Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE _ - Title SurveysSubdivisions — Site Plans — Construction �COMPANY;GOVERNMENTAL AGENCY AND — layout LENDING INSTITUTION LISTED HEREON.AND TO PHONE (631)727-2090 Fax (631)727-1727 TTUTIONE CCASSIGNEES RG1n NS ARE NOT TRANSFERABLE.OF THE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1556 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jomesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. NOTES: THE COVERS FOR THE FUJI 5Y5TEM ARE LE55 THAN 60 LB5, U5E TUF-TITS 5AFETY 56REEN/0EVICE 1)F"UJI GEN1 (100 6A,LLON5 PER DAY) 2. THE DESIGN ENGINEER SHALL OBSERVE THE O1NT5 AND LEACHING FIELD PRIOR TO pWELL6y,"TER pWELLIN6 BACKFILL AND DURING 5Y5TEM STARTUP. u5E5PU8L��" U5E5 PU5061^IA, 3. THE OWT5 INSTALLER SHALL HOLD AN ENDORSEMENT J FROM 50DH5 AND SHALL BE (PRI,ATEROA9�_ -1 �3y AN AUTHORIZED INSTALLER. T N5 pO1NT *BOA o0.00' -- Q- - \ =J LUP (Public war In sheet)D _-- 4. THE OWT5 INSTALLER SHALL RF615TER THE ON51TE TREATMENT SYSTEM W b ITH 5GDH5. THE �__-- , aN 1g945'10 -PR°P.TRE" ,b " PROP ,� UTILITY POLE DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENTS A5 REQUIRED BY 5GDH5. _ �, 1 (e da i CURB TO BE REMOVED _ RAIN Ba, 1 EX15?IN6 DRIVEWAY& PROP.TRENGHD .. ------•'I' to� _;(8'dl8! 5. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE S�z �- �� 46,5 $O'F _�. N�4045�10"E / �� \ ;'.; '�X.,, r. I'�✓� I CS MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO 5GDH5. 3° °°' 1� pUJIGEN� ( I &DECK TO BE DEMOLISHED pRIVEWAY �, 1 - -'.',=,,,r 41• -- -,-I11 o--EXISTING HOUSE 6. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. TEST HOLE DATA PPEI"ev- �10 A i \`\ / 1 E`EL.AIR SERJILE510 (TEST HOLE DUG BY McDONALD GEOSC'�NCE I i e.Tl 1Q 0 ROPDSED, �y 1 GO 0 b p05ED OW f 5 PUMP ON SEPTEMBER 5 2021 1.30PM FORGH IB.4 5 ooP e 1. PROVIDE 2" VENT PIPE FROM THE OWT5 TO THE SINGLE FAMILY DWELLING AND ' 1 PROp05ED ry ' � L II ' -l N 24' ', i', 11�` 1 ed W dM+k Ir•- 1 S.7 41 I g FWI - -�`�' pUTy1DE SHOWER P P ELLtO BE CONNECT TO THE 5EWER VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A . n0 2,. �NTROL - k RpOF RUNOFFD�W �••..4�.+1( BROWN aILTY �rvvD 5141 KE951Lt 1,-A USEDALSOFORPOOLDISGHARGE POSITIVE SLOPE FROM THE OWT5 TO THE HOUSE 50 ANY LIQUID WILL DRAIN TOWARD ,•.; - FA"E`r ;a1 TREATMENT UNIT. 7 pROP�µ�W R0 GRp PING, ABOVE , (pY` ." + pENLEND GROUND 03 pQ0 a.GE 2D 4 -' -.PROPOSED B F.E -_ ., GLPAp1y1URBED AREA' STOR,NOOSE ik�1� r POOL E'p�IPMENt 2 P05ED f F.21.B _ b. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF 5EWER AT POINT OF A ♦� .�• I� � _- .-- _-_ -- _-__-- 40, 1 �PRO 1 I 4J CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL a , POR H 1 o�') NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS. ti PALE BROWN FINE SAND SP �c • w cd oS Iq 11 biz q. INLET/OUTLET 4" PVC PIPE 03034 5DR 35 @5= 0.0104 MIN.3/4" PVC CONDUIT FOR AIRLINE. z° <`r '` 5 "EFA�° PREPARED IN ACCORDANCE WITH THE MINIMUMSTAND ..o 11 T11 "• BY THEAR�L.S. NFOR IDL APPROVED ANDE SURVEYS AS EADOPTED W ED C 7�'l1 i' \•�PRPO_RGH_D�-, 1 %2o Y •` t ' FOR SUCH USE BY THE NE YORK STATE LAND A (mM1 ` != p tOPO I I Q 10. OWT5 SHALL BE TESTED FOR WATER TIGHTNE55 AFTER INSTALLATION U51NG A TITLEA550CIATION �, 1 '>. METHOD APPROVED BY THE MANUFACTURER. a' 1'� 17 ,b NO WATER ENCOUNTERED , HOUSE CORNER Nt APPHOUSEGORNER II I 11.THE EFFLUENT FILTER SHALL BE INSTALLED DIRECTLY UNDER THE ACCE55 COVER 20- i--- FOR THE EASE OF MAINTENANCE AND REPLACEMENT PER DETAIL 4/02. EXISTING SEPTIC SYSTEM TO BE, ---! - PUMPED AND GLEANED&ABANDONED A5 PER SGHD REGULATION518 12. OWNER CARE OF 5ANITARY SYSTEM. FAMILIARIZE ONESELF WITH THE MANUFACTURER'S RECOMMENDATIONS FOR GARS OF SANITARY COMPONENTS. PRIOR Abandonment of the existing sanitary system must be in LIMIT OFNY.S.D.E.G JURI5DIGTIONALONG IB'GONTOUR n n {-� n n LINE A5 PER N0 E. D E.G.LETTER OF NON-JURI5DIGTION - conformance With the Department's requirements. DATED APRIL 1,2021,APPLICATION k1-{13B-04112/00001�b2 - - - - - ---- - TO ANY FUTURE SITE WORK ALWAYS ERECT CONSTRUCTION FENCING 8' BEYOND THE PERIMETER OF THE WA5TEWATER TREATMENT UNIT TO PROTECT THE COMPONENTS A 10-_ Submit completed fora. VWVM-080 as proof FROM VEHICULAR DAMAGE. -_ +s b- .- �'--_--- - -_ - - - - T-----.- _ --.. 1 FLAG4 SITE PLAG2 \ _ _ _ I ��COLE ENVIRONMENTAL LIMIT OF TIDAL WETLANDS AS FLAGGED BY 12. IF PLANNING TO DIG-BY LAW EXCAVATORS AND CONTRACTORS WORKING IN THE - ---- - ,I GOLEENVIRONMENTAL5ERIYIGE50N10I2512020 INFORmi-,, ION ' 6 FIVE BOROUGHS OF NYC, AND NA55AU AND SUFFOLK COUNTIES MUST CONTACT NEW - - ORDINARYWOH Y LATER MARK` YORK bl 1, T - -- A LEAST 48 HOURS BUT NO MORE THAN 10 WORKING DAYS (EXC. WEEKENDS SGTM#1 C�'v=^ I 1�-1 1--14 G i ✓t��7i.2`t'�y Y _ _ ��•b�' 4 -- SEAWARD EDGE OF MARSH AND LEAL HOLIDAYS) PRIOR TO BEGINNING ANY MECHANIZED DIGGING OR FEMAZOINr=: X' ----- --- --- /" ---- - --- EXCAVATION WORK TO INSURE UNDERGROUND LINES ARE MARKED. LOT AREA 1b,600 5.F. DEEP HOLE CREEK NOTE: ALL PROP05ED NOTE: ALL RESIDENCES WITHIN 150 NOTE: ELEVATIONS IN NAVbb PROP05EP 4 BEDROOM + 2 Future bedrm SYSTEM STRUCTURES 5HOWN WITH FT. OF ALL PROPERTY LINES OF DATUM GRADES & LOCATION ADDRE55: 1050 Luptons Point, Mattituck, NY DIMENSIONS AND PROPERTY SUBJECT PARCEL ARE SUPPLIED BY ELEVATIONS EXAMPLE: ELq.b TOWN OF Southold LINE 5ETBACK5 A5 WELL AS PUBLIC WATER. = EXISTING (ELgb) = SUFFOLK COUNTY SCALE: 1 INCH EQUALS 30 FEET EXIST. LOCATION OF SEPTIC PROPOSED VERTIGAIL DATUM - U5C&G5 DATUM (NGVO 1gbb) AND WATER SUPPLY AND Design Professional's Certification Required. BOUNDARY AND TOPOGRAPHY BY FIELD MEASUREMENT BY DESIGN OF NEW SEPTIC ARE AS g q Nathan Taft Corwin, L5 P.G. LAND 5URVEYING, DATED 01/1q/2022 FUJ I C LEAN I/A OWTS PER OWNER AND/OR Submit P.E. or R.A. Certification For ARCHITECT DESIGN. The Installation and Construction of the Sewage Disposal System FROF 5E'F1'IG 5"57EM FOR BEDROOM DWELLING + 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FUTURE EEDROOM5 Use Form WWM-073 (1) FUJI G E1J- 1 (OWTS-100 GPD) PERMIT FOR APPROVAL OF CONSTRUCTION FOR A (2)* b' DIAL'x b.0' DEEP LEACHING POOL (400 5.F.5.W.L.A.) *USING (2) FOOLS wl 1 Expansion SINGi_E FAMILY REsIDEWC.E ONLY PROP05ED 5EPTIC 5Y5TEM DETAIL HOUSE _ NOT TO SCALE) ELEV. 21.5 ACCESS EL. 16.40' Risers to grade w/ COVERS TO FINISHED GRAD heavy duty cover FINISH GRADE, - j GRADE ELEY. 1 q.0' INY. EL. INY. EL. ELEV. 11.0b DATE 12/28/2022 H•S• UF. N O, R-22 0908 _ EL. 1q.1 Max. 16' / 15.16' i 15.41' LEACHING POOL5 APPROVED � MINA" VIA. �- ---_------- - - - MIN. 4" ' 1' MIN. TOP EL. FOR MAXWUMd OF 6 BEDROOMS VIA. INV. EL. J APPROVED PIPE in. PITCH LEACHING I j 16.08' EXP I R ES TH R E E Y EARS t R011� DATE OF AP P ROVAL 18.35' min. PI771 I 11/8"/1' �� j POOL o 3' GLEAN SAND . E EP"JTACHMENT (S) INV. EL. / EL I � COLLAR INV. EL. 15.25' qELEV. 6/13/22 Revisions � - PINY. EL. 15.00 ---- 8. Outdoor shower10.1 see detail--►� 1l g4 3'M BOT. EL. '1.58 5Y5T M D 5IG1�GEN-T w/ NO anti- piped to drywell buoyancy system Polyl-ok 6 hole 20" D-Box / G.O. at bldg. face EL. 13.1' � - 2 POOL SYSTEM 3.0' -HIGHEST EXPECTED outlet lines w/end cap GROUND WATER '` 1/15/22 Revisions leveling devices ''GEN 1 & seal D I F F L EY OWT5 TANK (1) LEACHING POOLS (2) 8/8/22 GEN 1 � ` 0/14/22 Moved ., 1. OWT5 TANK 4 BEDROOM HOUSE +2 FUTURE BORM5 15 AN GEN-1. :' , . a '' ` '` PETER POOLAS ARCHITECT 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM +2 future bdrms HOUSE 15 400 sq ft 51DENALL AREA. - .4 SeptlG IOGatIOn BOX 1058 REM5ENBURG NY 11 q60 2.ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 WATERTIGHT. Fools ; r ': ' (2)Leaching Pools ; ea. 8.0 DEEP, (S.0 V.F.T.x 8.0 dia)w/ 1 expansion pool 631-325-Og2q 3. THE OWT5 TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) .,4 .. ..,r;.+. LEACHING STRUCTURES, 5OLID DOMES AND/OR SLABS. `^ `, a, (WITH A MAX. TOLERANCE OF 1/4" IN ANY DIRECTION) DATE: 2/21/22 ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). SCALE: A5 NOTED CAN PAGE 1 OF 3 4.A 5'min. DISTANCE BETWEEN LEACHING POOLS AND 10'WATER LINE SHALL BE MAINTAINED. 4.A 10'min. DISTANCE BETWEEN OWT5 TANK AND HOUSE SHALL BE MAINTAINED. 5.AN b'min. DISTANCE BETWEEN ALL LEACHING POOLS AND OW75 TANK SHALL BE MAINTAINED. SEPARATION 015TANCE REQUIRMENT5 FOR 5ANITARY 5 E PTI G TAN K5 I/A OTY�lS 2-I.7"VENTILATIONPIPE B scul.CUMI BAFFI.F CHAMBER Volume al e-23�e" Sedimentation Chamber 397 MIN. HORIZONTAL SEPARATION DISTANCES: ttve" 2-5 ra `—Z 'v°� Anaerobic Filtration Chamber 396 Aerobic Contact Filtration Chamber 181 A. BUILDING W/CELLAR = 10'-0" Storage Chamber 90 B. BUILDING ON SLAB = 5'-0" © AI i11hi"PLIMATION Disinfection Chamber 6 C. PORCHES, DECKS, HOUSE OVERHANGS, CANTILEVERS, ETC = 5'-0" DISINFECTION Total Volume 1069 ui n=u " CYLINDER(OPTIONAL) D. WATER LINES = 10-0 ��--�I I�, 2"DIA.SDR 35 hlTi--ITi-i VENT PIPE TIE E. SURFACE WATER(WETLANDS) = 75'-0" 4"INLET PIP "Gu,TLFTPIPF SPECIFICATIONS il- _! =L-(i TI-I INTO BLOC,VENT F. PUBLIC,WELL =200'-0" q` o -' STACK " a 't 4 `�A Anaerobic Media PP/PE Fillin Rate 32�/o = ni II�I G. PRIVATE WELL = �5-0 Board T e Aerobic Media PVC/PP/PE Fillin Rate 17/o w DTI=;i=r -r-r,-1 H. RETAINING WALL(WTRPROOF) = 10'-0" a Aerobic Media PP/PE Filling Rate 55% TI i=r=1i�-lii-I HOUSE WASTE Blower 2.8 cfm - _! J. U/G FUEL TANKS = 10'-0" _ 11 LINES I:FI>La,FNT Tank FRP �-=li_li_=1 CONNECTED K. U/G UTILITIES = 5'-0" INLLT BAFFL O AIR LIFT PUMP Piping PVC/PP/PE ITT IIII j l TO SEPTIC �� I[-- -I SYSTEM L. ROAD STORM DRAINS = 20-0 Access Covers Plastic/Cast Iron TO OWTS •c M. ON-51TE STORM DRAINS = 10'-0" Disinfectant(Optional) Chlorine Tablets i=iil-'lil''I', N. CATCH BA51N5 (NON-LEACHING) = 5'-0" PVC 03034 �'llllil'I''Ti' 2 INTAKE M O. SANITARY LEACHING POOL = 8'-0" RECIRCULATION PIPE LOW BAFFLE SDR35 -d y 24"MIN.r / — ' u (CLEANING OPENING) TO O� I-I= ———————-- P. SEPTIC TANK PUMP 5TA OR M.H. = 5'-0" FLOWOPENING(TYP. B G. PROPERTY LINES = 5-0 CEN7 PLAN R. 5WIMMING POOL =20'-0" VIEW 5. TOP OF EMBANKMENT OR STEEP SLOPE (15% SLOPE OR GREATER) =25-0" CAST IRON T. BLUFF = 65'0" WE a PIPE D1sIwFECI ION 1- _a°nt aNxOLE GI TO PVC, I I U. DECK/RAMP = 5'-0" 18"MANHOLE(TYP 18"MANHOLE(TYP 24"MANHOLE(TYP CYLINDER(OPTIONAL) HOUSE ADAPTOR FLOWOPENWG II -- 11=�11 SEPARATION 015TANCE REQUIRMENT5 FOR LEACHING SYSTEM WILL VENT THRU THE STRUCTURES BONIA IM SEWER LINE AND UP THRU HOUSE coNl:�CrEDIA GLEAN OUT VENT AND THERE 15 NO HOUSE MIN. HORIZONTAL SEPARATION DISTANCES: TRAP. THERE 15 AN ACCESSIBLE A. BUILDING W/CELLAR = 10'-0" 5EGTION DETAIL CLEANOUT IN THE FOUNDATION B. BUILDING ON SLAB = 10'-0" © RECIRCULATION BASEMENT AREA G. PORCHES, DECKS, HOUSE OVERHANGS, CANTILEVERS, ETC = 5-0" f E) ASSEMBLY SCALE: NT5 D. WATER LINES = 10'-0" �� O © .Z E. SURFACE WATER(WETLANDS) = 100'-0" F. PUBLIC WELL L 200'-0° O FUJI CLEAN CEN-SERIES UNIT G. PRIVATE WELL = 100'/150' 3 H. RETAINING WALL (WTRPROOF) = 10'-0" 0 ALROBICMI-DIA J. U/G FUEL TANKS = 10'-0" ; K. U/G UTILITIES = 5-0" AERATION ASSEMBLY FUJ1 CLEAN INLET PIPE L. ROAD STORM DRAINS = 20'-0" M. ON-51TE STORM DRAINS = 10'-0" in N. CATCH BASINS (NON-LEACHING)= 10'-0" CEN7 SECTION AA UPSTREAM CLEANOUT (TYP) 0. SANITARY LEACHING POOL = V-0" - CEN7 SECTION B-B PLACE AS REQ'Q AT WYE P. LEACHING GALLEYS: VIEW VIEW CONVENIENT LCATItJi�l-— ———— GALLEY TO GALLEY- LONG SIDE 4'0" MIN., SHORT 51DE = 2'0" MIN. I I GALLEY TO GROUNDWATER-2FT. EFF. DEPTH = 2' TO GRNDWTR MIN. I GREATER THAN 2FT EFF. DEPTH = 5 TO GRNDWTR MIN. Q. PROPERTY LINES = 5-0" I ❑ R. 5WIMMING POOL = 20'-0" 5. TOP OF EMBANKMENT OR STEEP SLOPE (15% SLOPE OR GREATER)= 25-0" A SWEEP MAY BE USED I T. BLUFF = 65'0" U. DECK/RAMP = 5-0" BETWEEN WYE 4ND CLEANOUT —' L————__————_-- I/A OY4T5 UNIT GALL: DETAIL - INLET 4 BDRM SINGLE FAMILY RE51DENCE + 2 future = 6 LATE RAL5 bedrooms USE GEN 1 GRAVITY SYSTEM TOTAL TREATMENT CAPACITY = 100 GPD -I/A OY4T5 UNIT 51ZING: CONCRETE, ,. . . . .4000 psi @ 28 Days figure 1—inlet Laterals to Full Clean Unit WELDED WIRE FABRIC. . . . ..ASTM A-•82 & A-185 5GDH5 APPROVAL AREA SIZING PER: UNOFFICIAL COMPILATION OF CODES RULES AND REGULATIONS OF NY5 TITLE 10 DEPARTMENT OF HEALTH, CHAPTER 11, PART 15, 5TANDARD5 FOR INDIVIDUAL ON51TE WATER ' SUPPLY AND INDIVIDUAL ON51TE WA5TEWATER TREATMENT SYSTEMS. APPENDIX 15-A f SECTION 15-A.6 SEPTIC TANKS %IJEE ATTACHMEN'T (s) I } 11' 7' !_ 1 5AN. LEACHING GALG: ,y 0 i l®®� ® CW I= ' 6/13/22 Revision s ca Outdoor shower 7. b BDRMS 400 S.F. REQ'D 51DEWALL LEACHING AREA Qn � m Ems] SYSTEM DETAILSpiped to dnywell 400/31.4 = 13' lin. ft. req'd 01:El CE5 CEEI om _ ��f�c.p ' G.O. at bldg. face USE: (2) 8'-0" VIA x 8'-0" Y.F. WITH (1) EXPANSION POOLS M� � � :I-" ` . "_ a . + s -2—a" +emu+uc, ,,� f. . ��:, �, 7/15/22 Revisions Nk " �GEN 1 & seal DI FFLEY C"X4�1� Vjel_mo wkaz "e %co `" . � /a/22 CE1"-� 14/22 Moved62 e tic location PETER PODLA5 ARCHITECT BOX 1058, REM5ENBURG, NY 11 q60 631-325-0g29 r cc "F DATE: 2/21/22 SCALE: AS NOTED GEN PAGE 20F3 �I i N- 1 � 1 1 T i 1 FBI t N Alarm CImuit Brea ker Float SWtch,Pressure SWit--k Testf anal/ Test/NDrmal/'Sllence Switch Silence Switch Circuit Breaker tExtra component if GRIDS TEST. NORMAL,SILENCE necessary,such as ;`;y`A.+y, Alarm Beacon a II P 1 trNslos Poly cover s. diischarge pumps ; ` .: « � M. CIRCUIT BAKER Ir • ANIIJ DWELLING ELECTRICAL PANEL `.` . m `= Pressure Svdtr rsu�#3 #1PRESSURE I I w�aN T81 FS1I5 T8I `TITS . � v.�..�.. . . w MAIN BREAKER a: , m .. ACAWrLOAT At z b ' N.� .m.+°aa.:»,aa,�..,... �..:..a: ... '^'*�5,A "y *� ,'�, � �r"'d p ,� '+s „"�, t �« ,�..�>•s%i _ I'� CIRCUIT BREAKER SPECS ._ #2 4 Conc. pad 4},' g £ C8120 T Terrrkn EI GB A - 15 AMP ;fir` ,. > { � 2 +` ': ES i ; 'dp. :-:..'i` `.,§<i �B � ., T• „ d^ •'3t CIRCUIT MAKER Blower Hardwire f 1} Power from panel - using a 15 AMP Line GB 1 - 15 AMP breaker l r4 2) Line to Float GB 2 - 15 AMP 3) Power to Mac Blower using15AMP Whin DT •cram 111 �� CIRCUIT GB 3 - 20 AMP I AERATOR breaker 4)Line for alarm BREAKER A Horn SCHEMATIC OF CO ,.'> ,'';s` ..; "wy E8128 TSB!_ FSS TOT CONTROLLER PANEL AND BLOWER - - -� ELECTRICAL Float Alarm Line AMP _-_"`— N f& .P�fsv ° ' ''•'' :k°'^e..,. CIRCUIT BREAKER SERVICE TO FUJI &Mmdng AMP ruw I1BaT ----CONTROL PANEL $• ', Watertigtrt Block �' Fittirs l ,. •- Power kn °"� ° PUW Incorl-Iirg Air I Wutral Block i A P mss ure Tu bi ng � TIkNlUt Ta I6 rtrLB L - - - - - - -— - - - - - - - - - - - - - - - - - - - - - - - - - - - �_� --- --r-1 --- --- - 1 ITB CONTROL PANEL REQUIREMENTS: , s T I c., 1 I 1 1 1. T N LI w {tea I 1 THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE PEDESTAL WITHIN a1ARNnaAT VIE '-- ,--a W OF THE SYSTEM THAT IT SERVES. CONTROL CENTER AND BLOWER SHALL BE , 1 MOUNTED 2.0'ABV FINISHED GRADE (MIN)OR ABOVE BFE, WHICHEVER 15 HIGHER. 1. .______________�,. ____ rankjAr, , WEN CIRCUIT PROTECTION, OVERLOAD PROTECTION # r 1 1 AND RAIN DISCONNECT PROVIDED BY OTHERS L-------------v AND MUST MANUFACTURING SIZED ACCORDING 10 PUMP/MOTOR 2. EXTERIOR PANEL (NEMA 4X SPEGIFIGATIONS) PLACEMENT ENABLES THE SYSTEM TO BE I I TBESIZEDAORDING SPECIFICATIONS. SERVICED AT ANY TIME, ELIMINATING THE NEED TO ACCESS THE IN51DE OF THE BUILDING. 3. THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT GASES AND M015TURE P P AERA/1JR A FROM REACHING THE CONTROL PANEL OR JUNCTION BOXES. , �, WG e- 4 4. SYSTEM SHALL BE EQUIPPED W W WITH A FUNCTIONING ARNING SYSTEM WHICH WILL CONTROL PANEL EXTERNAL COMPONENTS(COMPRESSOR AND/OR PUMPS)PROVIDED By OTHERS 457 IN-Le ACTIVATE AUDIBLE AND V15UAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY THE attached to AND MUST 8E U.L.APPROVED THERMALLY PROTECTED PUMPS OCCUPANTS OF THE BUILDING SERVED. MCA WOOD panel attached to MCA 5. PRE55URIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH MEANS OR 4"x4"'s CONNECTING A PORTABLE GENERATOR TO OPERATE THE SYSTEM DURING A POWER buried into ground, LINE FOR TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG. F. OUTAGE. min 36". BLOWER MAC (60 DEG. C,). TERMINAL STRIPS AND GRAND LUG USE COPPER CONDUCTORS ONLY. AIR BLOWER CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND CONTROL Of ALARM UNIT DASFIED LINES REPRESENT FIELD WIRING FIELD HIRING SECTION PANEL Min. COVER 24" above 5001-115 APPROVAL AREA grade and ❑MAC..40RII OMAC60RII/80RII/100RI1 BFE i a.-w -. w Blower Unit To MAIN . '' slab min. d-,. •..-.-- -�.,�,, '...._ HOUSE To PUMP above base FLOAT PANEL Flood T .:.... Elevation 0 GRADE E TTACH• �w•�•,�l —� x � -- BLOWERE UNIT on LINE To 4" conc. FLOAT pad a F -- ,,• SWITCH — P .. �� NOTE: BLOWER TO BE HARDWIRED AIR LINE TO OMAC12OR11 0MAC150RII/200R11 TREATMENT TANK I . 6/13/22 Revisions Outdoor shower ELECTRICAL _ 1 piped to drywell -_W G.D. at bldg. face -1/15/22 Revisions ;; 'CEN 7 & seal DIFFLEY %,5/22 CEN 7- -� Q/14/22 Move x,l l �� `�°' `�..-'�� _..._.__.__ •� �° �` ARCHITECT PETER POOLAS septic location �. a w " A l BOX 1058, REMSENBURG NY 11 g60 631-325-Og2q I; c4: DATE: 2/21/22 °"""'M SCALE: A5 NOTED CEN I PAGE 3 OF 3 S7- Fa h SURVEY OF PROPERTY ~` SITUATE JUL 1 0 2023 MATTITUCK T1 • DP�uc WATER TOWN OF SOUTHOLD Bun�D�°iGD uses SUFFOLK COUNTY, NEW YORK �t E S.C. TAX No. 1000-1 15-1 1-14 7r DPw0.WATER SCALE 1"=30' USES px�dPRO N , JANUARY 19, 2022 N,p LupTOPU IN A 00'p0 MAY 26, 2022 REVISE PER NYSDEC LETTER OF 05/12/2022 15 puBL1C WAS JULY 19, 2022 ADD SETBACKS TO TOP OF BLLUFFF 1 �� A4SPHaT ROADWAY SEPTEMBER 13, 2022 REVISED SITE PLAN OO S ' N 7g•45'j 0 E 1 0� Rurt POLE OCTOBER 20 2022 BREVISE,BUFFER AND POOL EQUIP. NOTE JULY 1, 2023 FOUNDATION LOCATION '3y• 1 ?So 0p 0'IF CONC. MON 0 1 U1 S .9 TOTAL LOT AREA = 18,600 sq. ft. 0.f N • E z �G f,'7 1�'i IIo O 0.427 aC. `t+ jc.>' NOTES: 300.00 �{ 1 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM o tr EXISTING CONTOURS ARE SHOWN THUS: 1CL2. ALL DWELLINGS WITHIN 150' OF SUBJECT PROPERTY 20!oAK te.5: Tn ARE .CONNECTED TO PUBLIC WATER. TO REMNH p TEST HOLE 3. EXISTING WATERLINE LOCATION PROVIDED BY HOMEOWNER. PORCH 1s.o 4. ALL TREES REMOVED WITHIN TRUSTEE JURISDICTION WILL BE FOUNDAnON G. 16.2 in REPLACED ON A 1:1 RATIO WITH NATIVE SPECIES. � •24.2 TEST HOLE DATA z_•4— 21.0• (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 5, 2021 1:30PM) CONCVt j10N zo EL 1 B.7 0. FpUNgA pFV.20 5 BROWN SILTY SAND SM TOP FOUNDArOH 185� U t n CONC y - O� •..a•! ¢ PIERS. 7- �., tn +' PALE BROWN FINE SAND SP ,�„ v o t-] O T �x O A C. EL 1.7' .: 17' £� �'a] S^ ¢ WNNLS ut NO WATER ENCOUNTERED 7y0 �0— Q m ACENT 20.OAK - x -HOUSEX HER APPROX. �CORN�ER HOU - - - - - - -��X. SE I �)(-�sX FER11U2�NATIVE c �C-rX PROPOSED NON PROP TO vim, BUI'm FOLLOW �iCj pAK'F }.+. •. . F 5TN6 V66ETATI o POOL FEW-1E ••10.OAK.-' •..............•.•.. •. . ......`v. LIMIT OF N.Y.S.D.E C. JURISDICTION AS SHOWN ON PREVIOUS •IJ�• ••••• •F, •,, ••+ •i PREVIOUS SURVEY BY JOHN C. EHLERS LS..DATED t 0' AK -�O••t 17.OAK• •; PREPARED IN ACCORDANCE WITH THE MINIMUM 02/05/2021 AND N.Y.S.D.E.C. LETTER OF NON-JURISDICTION ., .�_•,; •1Brow sTAy�� E SURVEYS A5 ESTABLISHED DATED APRIL 1, 2021, APPLICATION1-4738-04772/00001 �o .0' 24 0>K `��nTE HfxMPLAP wwRµsrA�iE°u�u+D CONC. MOH' •yS(o .. °B+ fi�% tB'0►K 10•oAK 12 0 -t4 0►� � TAFT f /?'�� I 1s'OAK &eroAK M. te'oAK c I FLAG 3 p TWIN 1e."OAK r • / �G; �_ c �. FLAG 4 FLAG 2 LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY Tll ; FLAG 1 COLE ENVIRONMENTAL SERVICES ON 10/25/2020 dw Z `; if (P 1 ORDINARY HIGH WATER MARK '�j�� `' 6 •• •'• 1 N.Y.S. LID. No. 50467 S 89.57, " 101.61' i�—SEAWARD EDGE OF MARSH UNAUTHORIZED ALTERATION OR ADDITION f ■ TO THIS SURVEY IS A VIOLATION OF - Nathan Taft Corwin III EDUCAM N LA OF THE NEW YDRK SPATE muanDN LAW. DEEP HOLE CREEK Land Surveyor PIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S IN OR EMBOSSED SEAL SHALL NOTOT BEE CONSIDERED ONSISI DERED ' TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED,AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys -Subdivisions - Site Plans - Construction Layout LENDING INSRMION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2D90 Fax (631)727-1727 TUTION.CERHFICJOIONS ARE NOT TRANSFERABLE OFFICES LOC470 AT AWUNG ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. CERTIFIED TO:JERRYDIFFLEY SURVEY OF DESCRIBED PROPERTY JOB NO.:2025-140 SITUA TEA T MAP NO.: OF NEW MATTI TUCK FILED: P�� O TOWN OF SOUTHOLD REVISIONS: �� W. Hq ��'f' SUFFOLK COUNTY, NEW YORK ADD F.E. TO SAN. SYS �� p S.C.TM. DIST 1000 SEC. 115 BLK 11 LOT 14 FOR SCDHS FINAL 4129126 * , 10 5 0 10 20 30 40 50 60 70 80 90 SCALE: 1"=20' DATE:NOVEMBER 5, 2025 P� o LOT AREA: 18,600 SQ.FT. =0.427 ACRE 0505� � CURRENT ZONING:R40 LANWO S ALLOWABLE LOT COVERAGE:3,720 SQ.FT. =20% JEFFREY W.HADERER L.S. LICENSE NO.:050538 LOT COVERAGE:3,285 SQ.FT. = 17.6% INCLUDED IN LOT COVERAGE: DWELLING:Z377 SQ. FT. COVERED PATIO: 114 SQ.FTT, POOL:420 SQ.FT. SUN ROOM. 199 SQ.FT. SANITARY TRIANGULATION DIMENSIONS MNFORKS ENCLOSED SHOWER:76 SQ.FT. LAND SURVEYING FRONT ENTRY.-99 SQ.FT. OWTS DB LP1 LP2 SUCCESSOR TO HANDS ON SURVEYING,MARTINO.HAND L.S. CORNERA 16.5' 24' 28' 23' 188 W.MONTAUK HIGHWAY,UNIT E3 CORNER B 23' 28.5' 30' 1 17.5' HAMPTON BAYS,NEW YORK 11946 M 631-369-8312-(F)631-369-8313 NOTE: email:lwinforkslandsurvey@yahoo.eom THE LOCATION OF CESSPOOLS,WELLS AND OTHER COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING UNDERGROUND INSTALLATIONS,IF ANY ARE SHOWN IN ACCORDANCE WITH SOURCES BELIEVED TO BE ACCURATE. THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. HOWEVER,THIS OFFICE DOES NOT ASSUME RESPONSIBLITY FOR THEIR ACCURACY POLE s UPTONS POINT ROAD EDGE OF PAVEMENT CONC.MO BeiGIK N79045'10" ' 1QOp0' eELGI N y S 79°45'10" 10 SS WATER 23 S �(rFR ° R` APRON (!1 300,00 METER TREES �� N w° 0.8 W DW 10' F.E. ME •R3.0'E MI � O o o STONE DRIVEWAY v _ LP1 1 �o Cn o 1 W/METAL EDGING Z n O pm y 1 NYT 10 m m -m` +TrT' m �m �m :m LP2O AL _ �r� m SLATE STEPP)NG S z n w ROW 0 TONE WALKS 0 O < O O O O 0 0 0 PLANTED TREES O �� p UNDERGROUND IN STONE PROPANP INK — U/G GAS — _ < t A ? I r2ND'FCDECR CONTROL UIG ZE A ' 1 OVER SLATE I B BOX ELEC. 1 � 1 MiTA ENCE 16.4 A vENr/ 1 R' & 24.0' I O mil Xc. 21.1' A I 9` Elm GATEL o O m a• -ng! A.C. UNIT 2STORY a o O F . m m. FRAME : . 00 0.2'E �m I ❑ DWELLING ELEC. o O -w NELI zm GAS S DW EG. V r---- Q ca I 5m0 kJ 1 STORY Ate, C C.E. I W/2ND FLOOR �I DW DECK z Z ------ 39.7' 18.1 C az 60 ? z ; SEASONAL ; 0 O L 1 STORY MASONRY SUN ROOM y W/2ND FLOOR ° PATIO W/2ND FL. EPPING 0 O rz O o DECK °o I DECK I STONE WALK di m-7 20.4' � 0 T ZT o m O� O� � 21.8� TRENCH DRAIN -i W I 2ND FL.DECK a m g0 Q r v ENCLOSED - ------------------- a �0 y i. p SHOWER SLATE MASONRY 14'X30' F 2 �j O O PLAT PATIO INGROUND POOL TO p T T 16.5' o ti I'SLATE COPING FN. O 0.5' ETAL GAT ' FN. WIRE FENCE 0 ONLINE ow 1.1'E 0 y TREES :,, BUSHES 1.3'W s�w <9. �,... 2.1'W .:. � ?.•:Res, `-Y.,., TREES 2.6'E C �. '!�fi w -� TOP OF SLOPES' F.. eV3 r.:.. �., ,.A•ry / rp. l.Y' W✓w^.� -,�,,:R (ram, w. pNj 1.5 �fF ti S} d t�04d1,,' ) �'�g`�"ea•°A� M EasEMENrumonsussuRFacE '4_ 1FN. S (C qv F,.9n Jy �, ?w+�, addl I-k STRUCNRESRECOROEOOR UNRECORDED ARENOTGUARANrEED tt ,1 UNLESS PHYPMEOF SICAL.Y EV/OFlIiATTHE %; "'S �_�`")`"t'a'1Pr k`e,'�1')Ijt9� E FFSET(OR DIMENSIONS)SHOWN �� ,1r1•• /1<�77`�� n w f Q, tlp r+e HEREON FROM MES7RUCNRES roNE ?PIZS.1 RtOPERTY LINESAREFORASPRYFIC �`� CIO ARE OSEAND AlNDTHEREFORE ,Ql ARE ITCN OFFENCES. S.GOIOETNG pg� WAILS.POOIS�OS.PLANTING , M NHIGHWATl,,,1AR J�r'�^""A/VPA/`p.E AREAS.ADM/ONS TO BUILDINGS ANDANYOTHERC°NSTRUCTION T°OT�SS R�ISANOLATIONN nON SECTION7NMFTHENEW YORKSTATE MST 3 OFFICE O ° CHI Cfi EmicanoNuw. N ' COPIES OF Ti05 SURVEY MAPNOTEEARING 89°5724 _ ` A_"�{;r TNEIANOSURVEY°RSINNIDSEALOR 1A, .I C y TO SEA VDD7ITLECONOrBECONSIDEAFD 'F,Y roeEavauDnnEcoPr. CFRnFICAnONS/NfYCArFORWON DIESU V DELcp HO ONLYroREDANDONMSBE WHOIATHESURVEY LE rs L EPaR®AND ONwS eENTAL AG THE /'� nnECOMSTTTVnONLSTEDHERE0ENCYAND RE IEiVa'NG INSTINAQN IAIED HEREON,MD E/t ro IGNEES FTHN N OON CERNFICAnAREO TRANSFERABLE roAERRONALINSnMiONS ORSUSSEOVENT owNExs Generated by REScheck-Web Software Compliance Certificate Project DIFFLEY Energy Code: 2013 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,334 tt2 Glazing Area 16% Climate Zone: 4. (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1050 Lupton Point Road Jerry Diffley Peter Podlas Nlattituck, NY Architect PC Com pl ian 8.7% etter Than Code Maximum UA: 550 Your UA: 502 Maximum SHGC: Oe40 Your SHGC: 0.�8 The%Bet r or han Code Index reflects haw close to compliance the house is based on code trade-off rules. it DOES NO prdvide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in R=Scheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies 000; Re bly ° e Ceiling: Flat Ceiling or Scissor Truss 1,771 38.0 0.0 0.030 0,026 53 46 Ceiling 1: Flat Ceiling or Scissor Truss 563 30.0 0.0 0.035 0.026 20 15 Wall:Wood Frame, 16"o.c. 3,745 19.0 0.0 0.060 0.060 189 189 Door: Glass Door(over 50% glazing) 306 0.300 0.320 92 198 SHGC: 0.28 Window: Vinyl Frame 289 0.300 0.320 87 92 SHGC: 0.28 Floor: All-Wood joist/Truss y'`j ,�.8 t�;°~� 2,334 38.0 0.0 0.026 0.047 61 110 Compliance Statement. T; e pr `seld-QJ^Ita,g Z.,gn pescribed here is consistent with the building plans, specifications,and other calculations submitted w[i�lxnt� rrnit applcaYron�>Tho proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : RE S he yk V11Lb aM orriID,Mth the mandatory requirements listed in the REScheck Inspection Checklist. ,�� 4 , i Name-Title a r7° jr Signature Date Project Title: DIFFLEY Report date: 02/02/23 Data filename: Page 1 of 9 s REScheckSoftware a Version sion 0 REScheck-Web t 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. # ----- { I @!a@aye �®rn�l � � tsi�ss� �p��ee�e�ia�%@�@ar ev�ew sSe[ do mii 9@se Fbe@s@erafid aduePre @rs s I103.1, Construction drawings and '- ❑Complies 103.2 documentation demonstrate El Not ! [PRl]1 energy code compliance for the 1, building envelope.Thermal ;❑Not Observable i 1 :envelope represented on []Not Applicable construction documents. 103.1, Construction drawings and ❑Complies i 103.2, documentation demonstrate ❑Does Not �403.7 :energy code compliance for 3 ❑Not Observable [PR3]1 lighting and mechanical systems Systems serving multiple ❑Not Applicable € I dwelling units must demonstrate _ Ip compliance with the IECC I Commercial Provisions. _ I 302.1 ` Heating and cooling equipment is Heating: Heating: ❑Complies 03.7 . sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official ❑Not Applicable { I: . s Additional Comments/Assumptions: 11 High Impact (Tier 1) 1:2 j Medium Impact(Tier 2) 3 (Low Impact(Tier 3)-1 Project Title: DIFFLEY Report date: 02/02/23 Data filename: Page 2 of 9 R 'Se fPon Faundation Drespba-1mr _ C®ra g�Daes? . !� Gonirveents/Astump pions i 303.2.1 A protective covering is installed to ❑Complies [-on? protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ' j grade. :❑Not Observable ({ ❑Not Applicable 403.9 ; Snow-and ice-melting system controls ❑Complies .[FO1-21? installed. ,❑Does Not ❑Not Observable. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2;j Medium Impact (Tier 2) 3 j Low Impact(Tier 3) Project Title: DIFFLEY Report date: 02/02/23 Data filename: Page 3 of 9 section karss 1lersfsee! ell. �/essfse #: e - Frasn nY iP.®ssh !n ls9 �eets®as Eeasaagsl�es? Cos�iaaients/Assssrnpts¢sns ;.9�a!€se:" _ '�alaae 402.1.1, 'Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies �402.3.1, 'average). ❑Does Not table for values. I 402.3.3, ❑Not Observable 1402.5 [FR2]1 ❑Not Applicable t F 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 'are determined in accordance v El Does Not 11 . -with the NFRC test procedure or ❑Not Observable taken from the default table. .❑Not Applicable 1402.4.1.1 -Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's `.❑Does Not instructions. '❑Not Observable ❑Not Applicable i 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting �" ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ;❑Not Observable or has infiltration rates per NFRC - 400 that do not exceed code - ❑Not Applicable I I - 402 4 5 IC-rated recessed lighting fixtures ❑Complies [FR161z. , ,'sealed at housing/interior finish El Does Not and labeled to indicate<2.0 cfm leakage at 75 Pa. '❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics '❑Complies } [FR12]1 iinsuiated >= R-8 where duct is ❑Does Not i >= 3 inches in diameter and >= j R-6 where < 3 inches. Supply and K '❑Not Observable {{{ .return ducts in other portions of YF ❑Not Applicable f .the building insulated >= R-6 for I .diameter>= 3 inches and R-4.2 I for< 3 inches in diameter. 403.3.2 'Ducts, air handlers and filter } ❑Complies [FR13]1 boxes are sealed with ❑Does Not Joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable ;applicable. 403.3:5 Building cavities are not used as �:❑Complies [FR15]3 ducts or plenums. ❑Does Not J ❑Not Observable rF ❑Not Applicable 403.3.6(1, Ducts partially or completely UComplies 2) buried in ceiling insulation have ❑Does Not [FR26]3 an insulation R-value not less ❑Not Observable than R-8, the sum of the ceiling insulation R-value against and ❑Not Applicable `above the top of the duct, and ,against and below the bottom of the duct, is >=than R-19, t excluding the R-value of the duct - 'insulation. 1,High Impact(Tier 1) 2`; Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: DIFFLEY Report date: 02/02/23 Data filename: Page 4 of 9 Section Pla d Fi ris Verifieeld:Verified # JFramineq'/Rou fi l' lnspecti®n� Complies Comments/Apsumptions� & Req [i�, I Value:: Value 40.3.3.7 Ducts declared to be within the ❑Complies [FR28]3 conditioned space are either 1) El Does Not \� :completely within the continuous _ 'air barrier and within the building :[]Not Observable thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in :accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by - the duct system, or 3) the ceiling j insulation R-value installed { against and above the insulated :duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the 4034 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 .` ''above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R ❑Not Observable 3. ❑Not Applicable f403.4.1 Protection of insulation on HVAC El Complies [FR24]1 piping. ❑Does Not ;tea ❑Not Observable -.,[]Not Applicable 403.5.3, Hot water pipes are insulated to R- R- ❑Complies fI ❑Does Not ❑Not Observable : ❑Not Applicable 403.6 . Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air _ ❑Does Not 'intakes and exhausts. Not Observable . I ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 (Low Impact (Tier 3) Project Title: DIFFLEY Report date; 02/02/23 Data filename: Page 5 of 9 Section Piahs Verified i 'Field Verified i f Corn !es? Cornrnents/Assure tions,: # Ins_u{a6ioe� Inspection E I p ._ P Value` Value 3Ct3.1 All installed insulation is labeled ❑Complies [I,2 or the installed R-values ❑Does Not provided. ❑Not Observable �-DNot Applicable 1401,1,1, Floor insulation R-value. R- R ❑Complies See the Envelope Assemblies i 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. { [IN111 ❑ Steel ❑ Steel ❑Not Observable I ' ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.8 -manufacturer's instructions and l ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor l framing cavity insulation is in -;❑Not Applicable contact with the top side of i sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the I top of all perimeter floor framing 4 —� members. 402.1.1, �Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies j Ii 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. I402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [I1\13]1 exterior,the exterior insulation QV requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. El Does Not i ❑Not Observable ❑Not Applicable j Additional Cotnrnents/Assumptions: 11 High Impact(Tier 1) -2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: DIFFLEY Report date: 02/02/23 Data filename: Page 6 of 9 Section Plan_s Vee fiecl Field.Verified ## Final Inspection Provisions: . Value \!slue Y 1 Complies? Comrrfents/Assumlotions 402.1.1, Ceiling insulation R-value. R- R- ❑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 ❑Not Applicable [FI1]1 303-1.1.1, :Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ']❑Not Observable 300 ft2. _ Not Applicable 40223 . Vented attics with air permeable ❑Complies [Fi22]2:-,. insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. '❑Not Observable ; ❑Not Applicable 1402.4.1.2 ?Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = T❑Complies f[FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch []Not Applicable w.g. across the system including I ;the manufacturer's air handler I enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch :w.g. across the entire system 'including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies `[F14]1 'cfm/100 ft2 across the system or ftz ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable ` :❑Not Applicable tests, verification may need to f occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated .❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ; ❑Not Observable "`❑Not Applicable 403::11 Programmable thermostats ❑Complies [69.]2- installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. " ❑Not Applicable 403 .2 Heat pump thermostat installed ~❑Complies [17I1012 -;on heat pumps. I ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 ;systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable :❑Not Applicable 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: DIFFLEY Report date: 02/02/23 Data filename: Page 7 of 9 Mans Veri�leed Fieis9 1A�rcfie� oela 14i�s� f ®mrrientsi�Ass�ilaz tiaras �inaH:lnspettion €�rovisimns� _�a6ue. 1f rue - I4t33 6 1 All mechanical ventilation system ❑Complies i¢17I25j2 fans not part of tested and listed []Does Not i HVAC equipment meet efficacy '❑Not Observable and air flow limits per Table R403.6.1. ❑Not Applicable 403.2 'Hot water boilers supplying heat ❑Complies [FI26j2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ,❑Not Observable 'control to lower boiler water temperature based on outdoor ❑Not Applicable "temperature. _ I 403 51 1 .;Heated water circulation systems �'❑Complies €[F128]? have a circulation pump,The ❑Does Not ;system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply i pipe. Gravity and thermos ❑Not Applicable syphon circulation systems are not present. Controls for i circulating hot water system _ pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump .:when water is in circulation loop i is at set-point temperature and _ no demand for hot water exists. 403.5.1.2 'Electric heat trace systems ❑Complies ! [1=129]z _':comply with IEEE 515.1 or UL ❑Does Not -515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the "❑Not Applicable desired water temperature in the 77777777 403 5:2 Demand recirculation water .❑Complies [FI3Q,]2 systems have controls that Does Not manage operation of the pump ❑Not Observable and limit the temperature of the I water entering the cold water (]Not Applicable f piping to <= 104°F. 403.5:4 Drain water heat recovery units :❑Complies II jF131)? tested in accordance with CSA ❑Does Not 655.1. Potable water-side = 1.1`E]Not Observable pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units <2 psi for individual units connected to € three or more showers. 404.1 90% or more of permanent ❑Complies i[FI6]1 Mixtures have high efficacy lamps ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 iFuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 4013 'Compliance certificate posted. ;❑Complies �[F1712 ❑Does Not a '° � -- � ❑Not Observable _ ❑Not Applicable 4 1 High Impact(Tier 1) 2 ,Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) k Project Title: DIFFLEY Report date: 02/02/23 Data filename: Page 8 of 9 Seeti(?n i Plans O/enfieci Field!(eHfidd8 Final Inspection PravisIonsomplies7 Coments)Assumptions .. Value Value &RegJ®. 30'3.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. El Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2,Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: DIFFLEY Report date: 02/02/23 Data filename: Page 9 of 9 Effidency Certificate p 0 Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): D p p p p Window 0.30 0.28 Door 0.30 0.28 p p p a f-clute Qc. Pleating System: Cooling System: Water Heater: Name: Date: Comments N i i 17U� L-- Ft_I'Z-�-�j P(25T 20. c_ PINING 1 . L.IV I N(5 c _ _J � (open t ,� o ' 20?_6 X above) - - .I J Ln V1r%.CT J1rNT j U (column PREFA�E-! GA5 -�„ Pa wrap FIREPLACE "arc urid 6L.A5G) FF. I7o )R I. �, m 5 N ,- post) 23'-1,;:: FRESH kAIR VENT (q . ,� 'r ..f�,N� ... .y / c3''9" I 21 wa k;L rmw above c r � 12)1,15 X ill kti'� .I ?i c 1.5T FLOOR,FLUM:BING,r ' .- `�' ROOF FRAMING �� `.�� V ° .. Karen & Jerry Diffley L S'f" rV2-�P PETER T. PODLRS ARCHITECT BOX 1056,REM5ENBURG,NY 11960 651-525.O929 DATE 1050 Lupton Point Road A4 5CALE; A5 NOTED Mattituck, .NY Page 4 of r' 2 ip R<„rH F 0 5 T ..I.C/' "I ER DET�i,II_ ku- i. 3" Lv!— NOR fd�ck •ri) p Vo ul �T QVN n 00-D J TT �t 3c770CPS EF --- — — � rY► : rill Y" r� 1 �e =77 Flu I `i /- ' DIA E, ) T rf >Z\g ev UP Lu III✓ I - �� II LL' . II ry, . ,.1 I Fo L, Y ©� ��- Ill APPROVED AS NOTED DATE-q'�-Ta3 B.P.# yq 103 COMPLY WITH ALL CODES OF 3 a�g•SO NEW YORK STATE & TOWN CODES FEE: BY AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TONtfi181 FOLLOWING INSPECTIONS: �+rw +�+r.r..r 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWNP�1filE 1IM 2. ROUGH-FRAMING,PLUMBING, # a[p D STRAPPING, ELECTRICAL&CAULKING SOUTHOLD TOWN 3. INSULATION g 4. FINAL-CONSTRUCTION&ELECTRICAL ,,,, ,;,, N.Y.S.DEC MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. _....... ELECTRICAL INSPECTION REQUIRED DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION WCATJON HAS BEEN APPROYED. rim S<=ptt�Q►�t required Ss per NYS.Code Blower door and ductwork testing requlredL PLUMBING `ALL PLUMBING WASTE &'WWATER LINES NEED TESTING BEFORE COVERING ,Must provide Manuals 13,E and S Ss per s pnergy bode PLUMBER ON LEAD CONTENT BEFORE CATION CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER REWUN STORM G,P-PATEI pUNWF SUPPLY SYSTEM CANNOT pLg,jSUANT TO CHAPM3" EXCEED 2110 OF 1% LEAD& OF THE TOVM CODE. LATEST REVISION FOR THE 2020 RE51DENTIAL CODE OF 15.00 WATER AND SANITARY SYSTEM 11.15 Landings (Section R311) Stairways - a floor or landing to be provided at top and bottom - No landing required at I NEW YORK STATE AND ENERGY CONSERVATION g _ g p p y provided door does not swing over stairs. Exterior doors - a floor or landing is RAL ��G� �`- �GAT I�� 7.05 Flashing Aluminum flashing, coated, flash all wall penetrations. Flash to of an interior stairway CONSTRUCTION CODE OF NEW YORK STATE WITH ALL all corners. Flash all valleys, ridges, windows, door heads, and joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door- At other than the required exit door, a landing is not required CURRENT SUPPLEMENTS materials. Termite Shield - Copper Kraft Paper in accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egress doors - a floor or landing shall not be more 1.00 Survey data taken from survey: 16.00 MISCELLANEOUS than 1 1/2 in. lower than the top of the threshold - At other than the required exit door, the elevation 2.00 BITE WORK -1.06 Caulking/sealant - as selected by Builder. different below the threshold of an exterior door is limited to '1 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.) as required. All footings to bear.on virgin soil, pressure assumed bearing cap 2 TSF. leaders. Color - white. To dnJwells if required. tip walls due to anysuperimposed pressure, shoring, bracing, etc., shall be employed 17.16 Emergency Escape and Rescue Openings (Section R310). Bilco enclosures with direct exterior access until the full dead load of the building is on the wall. Do not backfill against foundation permitted if in compliance with requirements. � 2.02 Backfill and compaction - use clean earth containing no organic matter, well graded. 8.00 DOORS AND WINDOW walls until floor installation is comlete.S y p 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 115% density as per A5TM D 1557 16.02 Where drawings are in conflict with other drawings or details, the contractor shall notify to be 10". Stairway width - stairways to be a minimum of 36" in width at points above the Method D. Backfill shall not be placed against the existing foundation walls until the 8.01 Openings for emergency use shall include doors or operable parts of windows located g 9 as to provide unobstructed egress to legal open spaces. Such openings shall not the architect 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 strengtlh and the walls are braced at both top and bottom stairways. Minimum clear stairway width at and below the handrail height, including treads and by framing lumber or temporary tbracing. impede egress in an emergency, shall have a minimum area of 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 and landings, to be: 31 1/2" with handrail on one side only, 27" with handrails on both sides. height of 24 and a min. width of 20 with bottom of openings no higher than 44 above means, methods, techniques, sequences and programs or for safety precautions and programs Within each flight, maximum variation of 3/8" between greatest and smallest riser heights. Within 2.03 Drainage at footings - as required 4" diam. perforated lastic pipe to d well if soil finished floor in all above grade stories. All glass within 15" of floor to be safety glass. in connection with the work. maximum variance i tion 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. each flight, conditions require it. Backfill shall not be placed against the existing foundation walls 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 to and 16.03a. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations g p o o for treads at least 11" in depth. (Open risers cannot permit the thru passage of a 4" sphere.) bottom by framing lumber or temiporary bracing. 8.02 Minimum window requirements per room is 8/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 3.00 CONCRETE ventilation. notify the architect if the drawings and specifications are at variance herewith. 17.18 Stairway Height (Section R311) Min. headroom of 6-8" for stairways and landings. Headroom height 16.03b. Owner 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 3.01 Concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be insulated glass. employees from all claims, damages, losses and expenses including but not limited to attorney landing or any platform. accessible space under stairs to receive 1/2" gwb. 8.04 Entrance doors to conform to NY5 Energy Code. fees arising out of or resulting from the performance of the work provided that any such claim, 17.1 q Special Stairways (Section R311). Winders to have minimum tread width of 26". 3.02 Concrete shall be a min. 3000 psi class @ 28 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 E500 psi. 8.05 Garage doors to be rated for current/applicable wind load. to destruction of tangible property (other than the work itself) including the loss of use resulting there 1'1.20 Smoke Alarms (Section R313) Where multiple smoke alarms are required, interconnection is required. 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 - ASTM A-305:: 6/6 x10/10 WWF ASTM A-185. Reinforcing r shall provided 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 in footings only where variation irn soil conditions require, and where soil does not 8.06 Gua ds s a be p o Ided in accordance with Section R312 may be unable, regardless whether or not it is caused in part by a party indemnified hereunder. the immediate vicinity of the bedrooms, on each additional story of the dwelling, including basements and cellars, on each level in split level dwellings where an intervening door is located between provide 2,500 psi or noted othen„uise. 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 intervening door between the adjacent levels and the lower level is less than one full story below 3.04 Formwork shall be well braced true to dimension, level and plumb and foundation 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and the upper level. An alteration, repair, addition or conversion to an existing dwelling requiring a building has been designed for grades less than 5%. the owner. Architect to be notified in writingof all changes prior to and during con- pp y p g g q g g 9 p 9 permit now requires that all sleeping rooms in the house be upgraded with hard wired & interconnected truction. This drawing is an instrument prepared to facilitate construction and shall not smoke alarm. shall be installed on all sub-surface exterior foundation walls. 3.05 Barrier 4 mil. polyethylene sheet lap all edges b". Membrane waterproofing be construed as a contract between the builder and the owner. Federal, State and Local 17.21 Handrails Size (Section R311) Two methods prescribed with option of accepting handrail with shall zoning and building code compliance shall be the responsibility of the contractor. equivalent graspability. Type 1 rails - if circular cross-section, diameter of 1 1/4" to 2"; 3.06 Footings at different levels shall Ibe stepped and the step rise and run shall be a 16.06 This structure has been designed in accordance with the NY5 Energy Conservation code, if ,�oncircular rail, cross-section of 2 1/4" maximum with perimeter of 4" to 6 1/4". Type II maximum slope of 1 vertical to 2' horizontal. residential code in NY5. rails - perimeter dimension exceeding 6 1/4", graspable finger recess to be provided on both sides of rail, with specific dimensional criteria set forth in code. 8.07 Section R312 Window opening control devices shall comply with 17.00 4.00 MASONRY ASTM F20g0 The window opening control device, after 17.01 All envelope systems shall be in accordance with the latest revision of the NY5 Energy Conservation Code. 11.22 H;?.ndrails (Section R311) Located at 34" vertically above nosing of treads. Min. of one handrail operation to release the control device allowing the window required for stairs of four or more risers. Handrails to be continuous full length of stairs from a point 4.01 Concrete Masonry Units shall mieet A5TM C-q0 grade A; solid block A5TM C-145 to fully open, shall not reduce the net clear opening area of the 17.02 Fireplace 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. enclosure and doors outside air supply shall be provided as per N 1102.4.2. brj a new post at a turn, volute or turnout permitted over lowes;: tread. Guards (Section R312) Railing is to be compressive strength of block to be 2500 psi. a min. height of 36" where porch, balcony, landing or raised floor surface located more than 30 in. q.00 FIN15HES 11.03 Guard rails where required . (5ectionR312) a',nve 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 - %" tapered edge gypsum board, applied, taped and finished as per U5 17.04 The code describes the height of a building as the vert. distance from the grade plane to the 11.23 L)reftstopping and Fireblocking (Section R302) Where a floor membrane above and Gypsum Company recommendations. Use water resistant type as substrate for arvg height of the highest roof surface. Grade plane is lowest point of grade from any distance 6-D ceiling membrane below create the concealed space in a floloriceiling assembly, draftstopping from house. to p, provided under following circumstances: ceiling suspe!noed under floor framing, floor 5.00 METALS ceiling as per NY5 Building Code. away - framing constructed of truss-type open-web or perforated members. Materials for draftstopping 5.01 Anchor bolts shall be 50' diameter embedded 7" in poured concrete and 15" in 1-1.05 Attic access openings must be a minimum of 22" x 30" with a min. of 30" unobstructed headroom to be adequately supported and installed parallel to floor framing members unless otherwise 10.00 CAST-IN-PLACE CONCRETE G:►proved. 1/2" sum board, 3/5" wood structural " unit masonry. Min (2) anchor bolts per section of plate. 12 from each end with inter- above (R807.1) � , gyp panels, 3/8 Type2-M-W particleboard mediate bolts as per chart on Beet A-2.. 10.01 All reinforced concrete shall be furnished and installed in accordance with the oth<<r• approved materials. g y- J g current ACI-315 "Building Code Requirements for Reinforced Concrete." 17.06 Stairway Illumination (.,e..lo� R303). All interior and exterior stairs to be provided with illumination, including 5.02 Metal Joist Hangers and T Dorwns shall be used at all 'oats with direct bearing. (Section 18 GA galvanized steel. Use sill nails provided by manufacturer. By Simpson or equal. l=.,ndin s and treads. Interior stairs light source to be in immediate vicinity of each stairway landing �'"°' SEE HERS RATER 1 r.00 FOUNDATION NOTES g g y 9 All framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section (minimum 1 foot candle). Exterior stairs light source to be in `� CODEREPORT 5.03 Nails - number and type for each application as called for in the WFGM (see sheet A2). .0 The presumptive soil bearing capacity is assumed to be 2 T5F for all footings. immediate vicinity of top landing of stairway (bottom landing for basement stairways). Light activation - yp pp 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 15% of the exterior stairs (continuously illuminated or automatically controlled also permitted). Exterior decks with 1, Peter Podlas Architect certify that these plans as modeled modified proctor. staircases light switch at top and bottom of stairs. meets or exceeds all requirements of the 2020 RC NY5 & 6.00 WOOD 11.01 INhenever an alteration is made to a residence, the entire residence has to have hardwired smoke 2020 NY5 EGGG and all current energy codes spec ific to the 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed (Section R314). local jurisdiction in which this home is built. I further attest that 6.01 Bill Plate - MCA treated to meet American Wood Preservers Institute standard. the certified Home Energy Raters report, adheres t(: the attention paid to footings and other on grade prior to backfilling and enclosing the building. requirements of the 2020 EGGG as per his re uireci submitted Termite shield - Copper Kraft 17.08 Exterior frame walls with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (Section R302). 1 q p q 11.04 The maximum vertical distance measured from the top of a basement floor slab to 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. 17.0cl Landings at exterior doors. structural lumber noted below 66.08). Type of Wall Height (section R311) " o.c. 8 ft. 6.03 Bridging - wood cross bridging •- as required by code. 8'-0" O.G. 8" block w/#5 rods @ 48" block w/#5 rods @ 48" o.c. Cl ft. 1'1.10 Light, Ventilation and Heating (Section R303) Habitable room to be provided with aggregate 8" concrete (unreinforced) max unbalanced backfill hgt 7 ft glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required 6.04 Roof Trusses - designed and rrnanufactured to meet all applicable codes. Provide 8 concrete 8 wall (reinf.)#4@ 40 OG Vert.,#4 within top 12 in rooms with artificial light capable of avg. illumination of 6 ft. candles at 30" above the floor. First floor 2331 50. FT. shop drawings sealed by a Proifessional Engineer; fabrication certified by engineer max. unbalanced " andand backfill at mihgt dpoint Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of Second Floor 1370 5Q. �T. prior to installation. 8" concrete q' wall (reinf.)#6@36" oc vert., #4 within top 12" and at 1/3 pts, max. the rooms. Total 3101 50.FT. 6.05 Floor Deck - 5/5" plywood, standard C-D-X DFPA, direct bearing at edges. Provide unbalanced backfill hgt. bft. Porches 204 5Q. FT. %" plywood finish underlaymernt below all vinyl flooring or equal. Glue to joists. 10" concrete 10' wall (reinf.) #6 @34" oc vert. max. unbalanced backfill hgt. q ft. 11.11 Ceiling Heights (Section R305) Minimum ceiling height of'i'-0" to the lowest projection required for 12.00 MASONRY habitable rooms. Minimum ceiling height of 7 ft. permitted for: hallways, bathrooms, laundry 6.06 Roof Deck - %" plywood G-D-X DFPA, exterior glue. rooms, and basements Habitable basements areas, with reduction to 6-8" at beams, ducts and other obstructions. Minimum height of 6 4' permitted in nonhabitable areas of basements and hallways, with This drawing has been prepared in accordance with the provisions of Title YII, Article 12.01 Concrete masonry units (GMU) to A5TM C-q0. j 6.07 Sheathing - 1/2" plywood C-D->C DFPA, exterior glue reduction to 6'-4" at beams, ducts, etc. 145, Sections 7200-720q of the NYS Education Law. It is a violation of said law for 6.08 Wall Studs - 2 x b. See framing and plans for spacing. All structural lumber shall 12.02 Minimum net compressive strength shall be 2 000 psi. any person, unless he/she is acting under the direct supervision of a licensed g p p g ° P 9 P 17.12 Sanitation (R306 and R30'1). Toilet, bath and shower spaces to be provided with fixture professional Architect to alter an portion of this drawing have 1100 fb bending stress; 1„600,000 modulus of elasticity and max 1 q/o moisture clearances and clear floor space as shown in Fig. R307.2. Shower compartments to have p y p g in any way. If any part of content, DougFir No. 2 unless rooted otherwise. 12.03 Mortar to be a "N". compressive strength to be 2,000 psi. this drawing is altered, the altering Architect shall affix to the item altered his seal and p p 9 p nonabsorbent surfaces to a minimum height of 6 ft. above the floor j the notation "altered by" followed by his signature, the date of alteration and a j 6.0q Siding Synthetic stucco over Tyvek specific description 12.04 Provide "Dui-o-wall" standard gauge or equal in all walls over b courses high. 17.13 Hazardous Locations (Section R308) Specific hazardous locations where p ption of the alteration. 6.10 Plywood - all plywood used strurcturally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES cllazing 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 all other requirements of applicable US Commercial Standards for the type, grade (ether than jalousies) Glazin in g fixed and sliding panels of sliding door assemblies. Glazed panels instrument of service copyrighted by, and the sole property of Peter T. Podlas, PC. in sliding and bifold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging This drawing may not be copied or used, in whole or in part, by any party without the and species of plywood and shall be so identified by an approved testing agency. 13.01 Steelwork in general shall conform to the current specifications for the design, doors. Glazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools bathtubs fabrication and erection of structural steel for buildings adopted by the AIBC. and showers. Where doors art of building wall encloses such compartments, expressed written consent of Peter T. Podlas, PC. Infringements or any use of this y p g p glazing within 60 6.11 Provide double joists under all parallel partitions. g drawing for any other purposes will be prosecuted to the full extent of criminal and vertical) 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 y g g g g civil law. Possession of any copy of this drawing not containing this notice or the ,� p surface, 5 ft. horizontally out.) See Figure in Section R305 Architect's seal and signature, in red ink, will be rounds for prosecution. 6.12 Provide (2) 2 >c 10 headers mien. over any window, door opening or any opening with a strength of 36,000 psi. g g with double uprights, q'-0" and over with triple uprights, unless otherwise noted. • There shall be no master filing of this plan with any building department and shall 17.14 Automatic Fire Sprinkler System NOT required to be installed (Section R313) 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 A15C manual. year from the date listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beams and LYL products ore equal. All joists, girders and headers shall have bearing stiffeners This plan is for the building lot address below and is for a one time use Dated p q J 9 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. 03/01/23. Address:1050 Lupton Point Road, Mattituck, NY installed as per manufacturers recommendations. Web stiffeners shall be required Architectural at all load and bearingpoints at; a minimum. Handling, storage and erection of p q temporary g y Review Board P 9 9 13.05 Erector shall provide adequate ten ors bracing for lateral stability until stud walls, . ,,�"��"` ,,..,,,,.-•., ' components shall be as per manufacturer's recommendations. ' plywood, roof trusses, and sheathing are in place. GENERAL NOTES & 1.00 THERMAL AND MOISTURE PIROTECTION ,c'. ' °%, SPECIFICATIONS - -------- --- - - NOTICE: BUILDERS PLANS 1.01 Dampproofing, brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL - x The Contractor warrants to the Architect that he possesses the particular competence and skill in -:: ,°� �� ,„`r Karen & Jerry D iffl ey grade walls. Also add vapor barrier as per 3.05. �.. \ r, 14.01 Shall conform to the latest revision of the National Electric Code, the Local Power for the reason that the Contra t cconstruction necessary to build or w wishes toproject�r ithout full engineering ely uponhisown services, ,� competence, the Contractor or Owner - 1.02 Bill Seal - 1/2" x 5 1/2" compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has restricted the Architect's scope of professional services. In reliance on the Contractor's warranty and at the express request of the Contractor or Owner,the Architect has under taken a limited scope „ „ -�' PETER T. POOLAS of professional services. The construction documents provided b the limited services shall be termed 1.03 Insulation - See Building Section & HERS Report 14.02 Provide clock type day/night thermostat. p p y ARCHITECT Builders Plans In recognition of the Contractors sophistication. Construction will require that the BOX 1055,REMISENBURG,NY 11g60 631-325-0924 Contractor adapt the"Builders Plans"to the field conditions encountered and make logical adjustments �-- - ;BOX---------- -------- - -- ----- - - - - 14.03 Provide smoke detectors as per NY5 building code. in fit,form, dimension and quantity that are treated only generally by the" Builders Plans". In the event DATE 03/01/23 - 1.04 Roofing - EPDM flat roofing material additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of 1050 Lupton Point RoadAl 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 SCALE: A5 NOTED Mattiituck, NY Architect of responsibility for the consequence. Page 1 of 12 � I Double Plate Splice HURRICANE SHUTTERS GENERAL 5PECIFICATION5 UNIFORM RESIDENTIAL CODE SUPP EMENTS N OF NEN �UD NG LATEST ENERGY CONSERVATION CONSTRUCTION CODE 4'_�" The General Contractor is to provide the SUPPLEMENT For exposures "B","G","D" 4'-0,1 y , Plate structure with 1/2" GDX plywood panels w/ [NY]R101.1.1 Amendments of New York State code books. Building Dimension 62x48 Min. Splice Length pre-drilled holes for fastening screws for all In Chapter 1, the term "New York State code books" shall include the Residential Code of New York State (i.e., this publication), the Building Code of New York State, the j Windows and Doors. Panels to be Plumbing Code of New York State,the Mechanical Code of New York State,the Fuel Gas Code of New York State,the Fire Code of New York State,the Property Maintenance Ground snow load 20 Flood Zone X 5 p I I ee numbered and stored on site in a dry area. Code of New York State,the Existing Building Code of New York State,and the Energy Conservation Construction Code of New York State. Provisions In any one or more of the Wind Speed 128* 0 3) 16d ea. New York State code books may be amended from time to time by provisions in 19 NYCRR Parts I to 1227 or 19 NYCRR Part 1240, as currently in effect and as hereafter (* windspeed.atcouncil.org) Exposure B side Of splice Use #8 Wood Screws - 2 embedment: Topographic Effects NO Special Wind Region NO Top 111 OG for 0' - 41-0" Panel span amended from time to time. if this publication is now or hereafter so amended, references in this publication to"this code"shall be deemed to be references to this publication as p so amended. if any other New York State code book is now or hereafter so amended, references in this code to such other New York State code book shall be deemed to be Wind Bourne Debris Zone No Seismic Category B below 1 late 10011OG for 4,-0 - b-0 Panel span Air Freezing Index 5qq Weathering Severe 2`6" 8" OG for 6-0" - V-0" Panel span references to such New York State code book as so amended. Frost line Depth 36" Termite moderate to heavy Winter Design temp 15 Mean Annual temp 51 Section Rg05 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in 1 1 0„ Ice Shield Required < 8/12 24", >• 8/12 36" Use #10 Wood Screws - 2" Embedment: accordance with AST01158. Asphalt shingles shall meet the classification requirements of Bottom 16" OG for 0' - 4'-0" Panel span Table Rg05.2.4.1 for the appropriate ultimate design wind speed. Asphalt shingle Ceiling Live Load 20 P5F plate ;: ;f= 12" OG for 4'-0" - 6'-0" Panel span packaging shall bear a label to indicate compliance with A5TMD1158, AND THE TOP VIEW ,.F:�' 1 ' .. . ,: N;,r..E . ...;, . 2nd Floor Live Load 30 P5F . . u ...a - '` q" OG for b'-0" - 8'-0" Panel span REQUIRED CLASSIFICATION IN Table Rg05.2.4.1. Exception: asphalt shingles not 15T Floor Live Load 40 P5F € included in the scope of A5TMD115b shall be tested and labeled to indicate compliance Exterior Deck Load 40 P5F Wind with A 5TMD3161 and the required classification In Table Rg05.2.4.1. Table Rg05.2.4.1 Avg. Dead Load (all) 10P5F Notes: Anchor bolts to be 1/2" dia. 4b" oc and a min. of 7" embedded into concrete, \ wind Speed 128 Vrnph provides classification of asphalt roof shingles. max. 12 from any corner and splice, min. 2 from edge of sill plate. Anchor bolt yearNlRt� .76vmpn-' ._...._......-_._...__..-__.___..__....__---...___-_._. _.___....._..-._._._.___..__......_.___.... ... washer to be 311 11 11 x 3 x 3/16 , max. 1/16 oversized hole. Use hot dipped anchor bolts 25-yearMR1 87vmph Section R504 Ceiling diaphragms. At gable endwalls a ceiling diaphragm shall be provided Spans Exposure B, G, D Douglas Fir#2, Fb = 850 .psi, E= 1,600,000 and washersin all flood zones. Double up all 2x6 sill plates and lap bottom splice with 50yeerMR1 ±48vmph Y_ by attaching a minimum % inch (121 mm) gypsum board or a min. 3/8 inch wood structural p p 9 p _ top plate and spike top plate to bottom plate with (3) 1 bd common nails each side of 10_0-year MRI _ 1106 vmph BLOCKING- PERIMETER panel sheathing, that complies with Section R803, to the bottom of GJ or roof trusses and splice in lieu of having both anchor bolts within 12" of splice on the bottom late. - _ -� o , IN FIRST / SHEETS connected to wall framing in accordance with Figures R804.3.1.1 q(1) and Rb04.31.1 (2), P 9 p p I* Two Bays � 9 9 11 _2-x6 2xb 2x�10 2x12 (Note: the bottom plate splice must have a least one anchor bolt within 12' from its RR's �' INTERIOR unless studs are designed as full height without bracing at the ceiling. Flat blocking shall NAILING Rafters 12 oc 12-6 15-10 1 q-4 22-5 end) R602.11 INTERIOR / AREA consist of C-shaped or track section with a min. thickness of 33 mils. For a gypsum board 16"oc 10-10 13-8 1 to-q 1 q-5 l SHEETS PERIMETER sheathed ceiling, the diaphragm length shall be in accordance with Table R804.3.7.1. For a NAILIGlg Joists 12"oc 15-0 1 q-1 23-3 26-0 / 'AREA wood structural panel sheathed ceiling, the diaphragm Ilength shall be not less than 12 ft. 16"06 13-0 16-6 20-2 26-0 for building widths less than 36 feet or not less than 14 ft. for building widths greater than or 1st FI. Joists 12"oc 10-q 14-2 15-0 20-11 �' TYPICAL SHEET equal to 36 ft. The ceiling diaphragm shall be secured with screws spaced at a max 6 i inches oc at panel edges and a max 12 inches oc in the field. The required lengths 16oc q-q 12-q 15-7 18-1 the in % TYPICAL ROOF g q g 2nd FI. Joists 12 oc 11-10 15-1 1 q-10 23-4 SHEATHING � ' Table Rb04.3.1.1 for gypsum board sheathed ceiling diaphragms shall be permitted to be 16"oc 10-q 14-2 1ii-5 20-3 Table 602.3(1) Fastening Schedule multiplied by 0.35 if all panel edges are blocked. Multiplying the required lengths in Table { ___ __.._....._................___..........__................_._..................__.................._....._._.................._..........._.....__............_..-..........._.._-...--.-_ _-__...____.._.__._.____ ______ __._--.-.----_._.__ q____-__._.__._.__._._._._....__._ ___ _ _ _ _ _ _ 1 1 for gypsum board sheathed ceiling diaphragms by 0 shall be permitted if all ITEM DESCRIPTION OF BUiLOtNG ELEMENTS NUMBER AND TYPE SPACING AND LOCATION _ - 16d common 31/2" x 0.162") 16"o.c.face nail panel edges are,secured with screws spaced at 4 inches oc Table R804.3.1.1. Provides OF FASTENERe°b c 14 16d box(31/2"x 0.135"};Or Bottom plate to joist, rim joist,band joist or --- the required lengths for ceiling diaphragms at gable endwalls gypsum board sheathed, with Roof 3"x 0.131"nails blocking(not at braced wall panels) 12"o.c.face nail a ceiling height of b feet. ------ _ _ . ........................... . . . .. ...... - .. _......_..._...._..._.................... . 14-8d box(2112"x 0.113")or 3-16d box(31/2"x 0.135"); or 33 each 16"o.c.face nail Where wind is > 1301mph use Solid blocking @ 1st two end bays Bottom plate to joist, rim joist,;band joist or 1 " N of END NALL @ 48 OG. Blocking to receive a min. of(2) bd @ Section Rg05 underlayment and high winds. Underlayment applied in areas subject to high 1 Blockingbetween ceiling joists or rafters to to late 3-8d common(21t2"x 0131");or 15 2-16d common(3 /2 x 0.i62 };or 2?each 16'o.c.face nail g j ' p p � Toe nail blocking{at braced wall panel) each end of blocking. ( 121 ) winds above 140 mph, in accordance with Figure R301 .2(4)A shall be applied with 13-10d box(3 x 0.128 );or 4-3"x 0.131"nails 41 each 16"o.c.face naii corrosion resistant fasteners in accordance with the manufacturer's installation instructions. 3-3"x o.131"nails (21/2"x ") Fasteners are to be applied along the overlap not farther apart than 36 inches on center. 4-8d box 0.113 ;or ; e; : .. :...,;_.",7t 14-8d box 21/2" 0.113" or 3-16d box 3 / x 0.135 or _.... `>. . ._.._.. �._... ' { x )� { 12" ")� '-°� Underlayment installed where the ultimate design wind speed equals or exceeds 150 mph 3-8d common(21/2"x 0.131");or 4-8d common(21/2"x 0.131"};or Toe nail :ai/° " a° " 2 Ceiling joists to top plate Per joist,toe nail wind ,. shall comply with A5TM D4bbcl Type IV or ASTMDb757. The underlayment shall be 3-10d box(3"x 0,128");or 4-10d box(3"x 0.128"); or .._........_.........._.............._.............._...._............_................._......_....__............_......................... ........... ......_. : " " windspd 128Vmph attached in a grid pattern of 12 inches between side laps with 6 in. spacing at the side laps. 13-3 x 0.131 nails 16 To or bottom late to stud 4-3"x 0.131"nails _____.._____ _. -.-._.......__._.......___..___._.._____...___..____. p P 10-yearMRI6vmpi; -- -- - -- Underlayment shall be applied as required for asphalt shingles in accordance with Table �4-10d box(3"x 0.128"); or 3-16d box(31/2"x 0.135");or 25year MRf 87 Vrnph Rg05.1.1 (2) Underlayment shall be attached using metal or plastic cap nails with a head Ceiling joist not attached to parallel rafter,laps over i 2-16d common(31/2"x 0.162");or I50-year LIRi 99 Vmph - dia. Of not less than 1 in. with a thickness of not less than 32 gage sheet metal. The cap End nail 3 partitions[see Sections R802.3.1, R802.3.2 and 3-16d common(31/2"x 0.162 ); or Face nail 3-10d box(3 x o.128 ),or !100-yearMRi 105vrrtph _ nail shank shall be not less than 12 gauge with a lengtii to penetrate through the roof Table R802.5.1(9)] 3-3"x 0.131"nails Seismic sheathing or not less than 3.4 inches into the roof sheathing. Exception: As an alternative, _ 4-3"x 0.131"nails _ ------- 3-10d box(3"x 0.128");or adhered underlayment complying with A5TMD1, 70 shall be permitted. Rg05.16.7 wind Ceiling joist attached to parallel rafter(heel joint) 17 Top plates, laps at comers and intersections 2-16d common (31/2"x 0.162");or Face nail s, T0049 resistance. Photovoltaic shingles shall be tested in accordance with procedures and 4 [see Sections R802,3.1 and R842.3.2 and Table R802.5.1(9) FzCe nail 3-3"x 0.131"nails F�_._..__-__.__ ..........1. acceptance criteria in ABTMD3161. Photovoltaic shingles shall comply with the _. _ T�hla RRn� �i 1(�1.11 �- 3-8d box(2112" x 0,113"); ors--....._............_....-.. _......._a2.: ..._....._.__.........._._............. R classification requirements of Table g05.2.4.1 for the appropriate max. basic wind speed. III4-1od box(3"x 0.128");or 2-sd common(21/2"x 0.131"),Or s°"` °. '.'_ . __......... ... . ... .....___.......... Photovoltaic shingle packaging shall bear a label to indicate compliance with the 9 p 9 p 18 1"brace to each stud and plate Face nail sit, 0.11� procedures in ASTMD3161 and the required classification from Table R11052.4.1. Collar tie to rafter,face nail or 11/4"x 20 ga. ridge sttrap to 2-10d box(3"x 0.128");or ---� ; 5 rafter 3-10d common(3"x 0.148");or Face nail each rafter 2 staples 13/4" sr, It. 95 ; !So, !0.079 Lupton 1 _ .__.._.... Section Rg05 Rooftop-mounted Photovoltaic systems R907.2 Nind resistance. Rooftop- -�� T.t 6 ! // 4-3N x 0.131 Halls 3-8d box(21/2N x 0.113"): or pA--- - -- - ------- mounted photovoltaic panel or modules systems shall be installed to resist the component 1 N x N 2-8d common 2112"x 0.131" or __--_._ __ __._...____.-_____..__.-__ _ ...__.._...__.-----._..___.-___._ is 3-16d box nails(3 f2 0.135 );or 19 1"x 6"sheathing to each bearing ( )' Face nail � ,PCAr� 0.1 r and cladding loads specified in table R301.2(2) adjusted for height and exposure in r 2 toe nails on one side and 1 toe nail g 9 ........ .... ........................._...._.....__......................................._......._. _. 2-1od box 3"x 0.128" or 15 ..... accordance with Table R301.2(2). 3-10d common nails(3"x 0.148");Or { }, on opposite side of each rafter or 'EGA ____..._.!_ 6 Rafter or roof truss to plate 410d box(3"x 0.128'°);or Pp i 2 staples, 1"crown, 16 ga., 13/4"long ! le Section R602 Nall anchor BOLTS- 1/2 DIA- late washers not less than 3 x3 x3/16 . tim.iss' J�'� �` II 11 11 11 4-3" x 0.131"nails 3-8d box(21/2" x 0.113"): or c^�,- „0:7 / p 4-16d(31/2"x 0.135");or 3-8d common(21/2"x 0.131");or ! Se:smicDesign B Max bolt spacing shall be 45" oc for two stories in height, 72" oc for one story in height. 3-10d common(31/2"x 0.148");or 3-10d box(3" x 0.128");or `> ICalegory Toe nail 3 staples, 1 crown, 16 a., 1 /4"lon Flood 4-10d box(3"x 0.128");or p 9 3 9 R602.10.8 Roof Rafter ties to wall Roof rafters to ridge,valley or flip rafters or roof rattier 4-3"x 0.131"nails 20 1 1"x 8"and wider sheathing to each bearin "x " Face nail Flood zrar,e x unshaded . R602.1 Nall bracing as per R602.1 9 9 Wider than 1 8 ( - (unshaded) g 7 to minimum 2"ridge beam 3-16d box 31l2"x 0.135");or i 4-8d box(21/2"x 0.113");or Table _'' 2-16d common(31/2"x 0.162"); or ! 3-8d common (21/2"x 0.131");or End nail I 3-10d box(3"x 0.128");or Rafter or Truss Uplift Connection Forces From Knd 3-10d box(3"x 0.128");or , 3-3"x 0.131"nails 4 staples, 1"crown, 16 ga., 13/4"long (Pounds Per Connection ) 16d common(31/2"x 0.162") 24"o.c.face nail Roof Pitch Roof Pitch Roof Pitch Roof Pitch i Roof Pitch 8 Stud to stud (not at braced wall panels) 10d box(3"x 0.128");or 16"o.c.face nail C 5:12 >5:12 4512 >6,12 <5:12 5:12 <5:12 t 5:12-i <5:12 ?:5!12 3" x 0.131"nails ____ _._ ___.__ 12 48 43 59 53 70 64 95 a8 122 113 16d box(31/2" x Q135"); or 18 59 62 74 66 89 81 122 112 157 146 < Stud to stud and abutting studs at intersecting wall comers 3" x b.i31"halls 12"o.c.face nail [NY]TABLE D101 9 24 71 62 a9 79 108 98 149 137 192 178 (at braced wall panels) ,...� 16d common(3112"x 0.162") 16"o.c.face nail DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN NEW YORK SiTATE 28 69 86 121 109 167 153 216 204 12"o C. 16d common(31/2"x 0,162") 16"o.c. each edge face nail 32 a6 75 109 97 134 120 IS$ 170 240 222 10 Built-up header(2"to 2"header with 1/2'spacer) 1 N N N - DESIGN TEMPERATURES 3s 94 82 120 106 a46 13Z ens t86�� 264 244 16d box(31/2"x 0,135 ) 12 c.c. each edge face nail HEATING _- 5-8d box(21/2"x 0.113")•or DEGREE Winter Summer 42 106 92 135 120 t66 t49 23�3 711 300 278 DAYS DEGREES 48 118 102 151 134 185 166 258 2311 336 311 11 Continuous header to stud 4-8d common (21/2"x 0.131"j;or Toe nail D bulb Wet bulb NORTH 12 64 57 78 70 93 a5 126 117 162 15O • Unauthorized alteration or addition to this plan is a 4-10d box(3"x 0.128") (yearly Dry - STATE STATIONb total) 971f2°� 21�2°� 21f2 1LATITUDE� 1s 78 69 98 sa 11a 108 162 149_ 1 209 194 violation of section 120q of the NY5 Education Law W 16d common(31/2"x 0.162") 16"o.c.face nail 24 94 82 1fa 105 144 130 198 182 255 237 12 Top plate to top plate 10d box(W x 0.128"): or Albany 6,875 -1 88 74 42050° 28 105 92 132 117 161 145 222 203 287 266 • Copies of this plan not bearing the Architect's red inked seal and 12"O.C.face nail 16"o.c. signature shall not be considered to be valid and shall not be valid 3" x ©.131"nails 32 t14 100 145 t29 17$ 160 246 22� 3t9 295 8-16d common(31/2"x 0,162"); or Albanyd 6,201 1 $$ 74 42°50' 36 125 109 160 141 194 176 270 247 351 325 for construction. Double top plate splice for SDCs A-D2 with seismic braced 12-16d box(3112"x 0.135");or 42 141 122 180 160 221 19s 3% 281 399 370 I • There shall be no master filing of this plan with any building wall line spacing<25' 12-10d box(3" x 0.1281:or Face nail on each side of end joint Binghamton 7,286 1 83 72 42*10' 48 167 136 201 178 246 221 343 314 447 414 department and shall deem the plan to not be valid, sealed and 12-3"x 0.131"nails " 12 96 86 11$ 106 140 128 190 176 244 226 signed plans are good for one calendar year from the date listed 13 (minimum 24 lap splice length each Buffalo 7,062 6 85 73 43 00 below. I Double top plate splice SDCs D�. D1,or D2; and braced side of end joint) . This plan is for the building lot address below and is for a one wall 12-16d(31/2"x 0.135") NY(Central 4,871 15 89 75 40"50' Simpson Hurricane Ties �-2A ; Uplift 575, Hb; Uplift q50 lines spacing>25' Ny Parkid time use Dated:03/01/23. p - -_ Exposure "G" Address:1050 Lupton Road, Mattituck, NY TABLE R602.3(3) NY(Kennedy) 5,219 15 87 75 40040' ........._.... __.... ... ... ... _.._...._._. ... - - SPACING (feet} Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch �- REQUIREMENTS FOR VVOODSTRUCTIURAi_PANEIsWALi_SHEATHING USED TO RESIST IMNDPRESSURESa'b'c NY(LaGuardia) 4,811 15 89 75 40050' <5:12 >_5:12 <5:12 B5:12 <5:12 'a 5:12 <5:12 a5:12 <5:12 t5:12 �•w TM �-,. GENERAL NOTES & HIGH HIND --- 12 95 Be 110 102 126 118 161 151 198 186 `° 'I'-' ` + SPECIFICATIONS - ULTIMATE DESIGN a � .""" `` MINIMUM Rochester 6,748 5 88 73 43 10 18 121 111 141 131 163 151 208 195 257 242 � I MINIMUM WOOD >" r,4 MINIMUM NAIL NOMINAL MAXIMUM WALL PANEL NAIL SPACING tiVIND SPEED Vuit 24 148 136 173 160 200 185 256 239 317 298 STRUCTURAL PANEL STUD SPACING Schenectadyd 1 " (mph) 6,650 1 $7 74 42°50° �� PANEL SPAN 28 166 152 195 179 225 208 289 269 358 335 x, nF; `.t Karen & Jerry D iffl e ! Penetration THICKNESS (inches) Edges Field Wind exposure category 12"o.c. a< , r, ;,t - - $iZe g _ 32 184 168 216 199 249 231 321 299 398 373 ! RATING S Syracuse 6,756 2 87 73 43"10` 36 202 185 237 219 274 254 353 329 438 411 (inches) (finches) (inches o.c.) (inches o.c.) B C D y 6dCommon I 1.5 24t0 3/$ 16 6 12 140 115 1t0 „f :;, ,� 2.0"x 0.113" 48 256 234 302 278 349 323 450 420 560 524 '` r r� PETER T. PODLAS ,_ 16 6 12 170 140_._.T.135 "� > ARCHITECT i 12 126 117 146 136 168 157 214 201 263 247 `'*•a.,,- .,.. ' i 8d Common 1.75 24116 7116 18 161 148 188 174 217 201 277 259 342 322 BOX 1055,REM5ENBURG,NY 11C160 631-325-Og2q (2.5"x 0,131'1 1 24 6 12 140 115 110 -- --- --- ----- -- --- 24 197 181 230 213 266 246 340 318 422 396 DATE 03/01/23 For Sl-1 inch=25 4 mm,1 mile per hour=0 447 mis 28 221 202 259 238 299 277 384 358 476 446 1050 Lupton Point Road 16"o.c. a. Panel strength axis parallel or perpend€cular to supports. Three-pry plywood sheathing with studs spaced more than 16 inches on center shall be applied with panel strength axis perpendicular to 32 245 223 287 265 331 307 427 398 529 496 5GALE: A5 NOTED Mattituck, NY A2. supports 36 269 246 315 291 364 338 469 438 583 547 Page 2 of 12 b Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2 Lateral bracing requirements shad be in accordance with Sect!en R602 10 - - -- --- c. Wood structural panels with span ratings of wall-16 or wall-24 shall be permitted as an alternate to panels with a 2410 span rating.Plywood siding rated 16 o.c.or 24 o.c. steal!be permitted as an 42 305 279 358 330 415 384 535 499 664 622 48 340 311 402 370 464 430 599 559 745 697 R326 Existing or NEW Outdoor swimming pool to comply.An outdoor swimming pool,including an in-ground,ab eve-ground or on-ground pool,hot tub or spa shall be surrounded by a barrier which shall comply with the following: 1.The top of the barrier shall be at least 48 Inches(121 q mm)above grade measured on the side of the barrier which faces away from the swimming pool.The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches(51 mm)measured on the side of the barrier which faces away from the sudmming pool.Where the top of the pool structure is above grade,such as an above-ground pool,the barrier may be at ground level,such as the pool structure,or mounted on top of the pool structure.Where the barrier is mounted on top of the pool structure,the maximum vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 Inches(102 mm). 2.Openings in the barrier shall not allow passage of a 4-inch-diameter(102 mm)sphere. 3.Solid barriers which do not have openings,such as a masonry or stone wall,shall not contain Indentations or protrusions except for normal construction tolerances -� and tooled masonry joints. 4.Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is less than 45 inches(1143 mm), the horizontal members shall be located on the swimming pool side of the fence.Spacing between vertical members shall not exceed 13/4 inches(44 mm)In width. r , cheeks for '* — Where there are decorative cutouts within vertical members,spacing within the cutouts shall not exceed 13/4 inches(44 mm)In width. framed stone I I 5.Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45 inches(1143 mm)or more, veneer walls I spacing between vertical members shall not exceed 4 inches(102 mm).Where there are decorative cutouts within vertical members,spacing within the cutouts shall not exceed 13/4 inches(44 mm)in width. b.Maximum mesh size for chain link fences shall be a 21/4-inch(5-1 mm)square unless the fence has slats fastened at the top or the bottom which reduce the openings to not more than 13/4 inches(44 mm). 7.Where the barrier Is composed of diagonal members,such as a lattice fence,the maximum opening formed by the diagonal members shall not be more than 13/4 — --- - - - - - - - - - - - - - - - - - � — P 9 ----- ---- - --- ---- ---- - - - -------—— ----\ Inches(44 mm). 5/8" DIA. BOLTS — — — — — — — — — — — — — — 8.Gates shall comply with the requirements of Section R326.5.2,Items 1 through 7,and with the following(requirements: O — — — 5/8 DIA. BOLT LOCATION I ( I LOCATION 8.1.All gates shall be self-closing.In addition,if the gate is a pedestrian access gate,the gate shall open outward,away from the pool. 0 8.2.All gates shall be self-latching,with the latch handle located within the enclosure(Le,on the pool side of the enclosure)and at least 40 inches(101 b mm)above grade.In addition,If the latch handle is located less than 54 inches(1312 mm)from the bottom of the gate,the latch handle shall be located at least 3 inches(76 mm) I Q I I I r- below the top of the gate,and neither the gate nor the barrier shall have any opening greater than 0.5 inch(12.7 mm)within 18 inches(457 mm)of the latch handle. I I I L_ _ J/ I I 8.3.All gates shall be securely locked with a key,combination or other child proof lock sufficient to prevent access to the swimming pool through such gate when the sudmming pool is not in use or supervised. typ I I I q.Where a wall of a dwelling serves as art of the barrier,one of th 9 P e following conditions shall be met: m I I I I q.1.The pool shall be equipped with a powered safety cover in compliance with ASTM F 134b;or q.2.Doors with direct access to the pool through that wall shall be equipped with an alarm which produces tan audible warning when the door and/or its screen,If present,are opened.The alarm shall be listed In accordance with UL 2017.The audible alarm shall activate within 7 seconds and sound continuously for a minimum of 30 seconds after the door and/or its screen,if present,are opened and be capable of being heard throughout the house during normal household activities.The alarm shall I I automatically reset under all conditions.The alarm system shall be equipped with a manual means,such as touch pad or switch,to temporarily deactivate the alarm for a single opening. Deactivation shall last for not more than 15 seconds.The deactivation switch(es)shall be located at least 54 Inches(13-12 mm)above the threshold of the 2'-0" I I I I door;or i 20'-1" 2'-0"I 9.3.Other means of protection,such as self-closing doors with self-latching devices,shall be acceptable so long as the degree of protection afforded is not less than I -------------- ----- -- ------ ( the protection afforded by Item q.1 or q.2 described above. I I I ® I 7 I -� I —I r I I I 10.Where an above-ground pool structure Is used as a barrier or where the barrier is mounted on top of the pool structure,and the means of access is a ladder or 0 11_ - -_ steps: 7/8 DIA - T - I--- -- -- ------ - ----- ------------------ --- I I (3)1.7�x 18" LVL GIRDER I I o iy cV!� F[:j I 1/8 DIA. I 10.1.The ladder or steps shall be capable of being secured,locked or removed to prevent access;or � 10.2.The ladder or steps shall be surrounded by a barrier which meets the requirements of Section R326.5.2, Items 1 through q.When the ladder or steps are secured, — — — — — — — — — — — — — — — • — — — — — — — — — — — - - _ _ (_ I EGRESS locked or removed,any opening created shall not allow the passage of a 4-inch-diameter(102 mm)sphere. J I r - - - - - - - - - - - - - 7/8" DIA. - - - - - - - - - - - - - - - - - - — I WINDOW SEE DETA (2)) 11.55" TJ 1 230 FJ 16" OG r-in Ikitchen island area i 5/8" FIREGODED 3 DIA. STEEL ZIP WINDOW SCHEDULE FIRST FLOOR v I I GWB ABOVE COLUMN ON A U I I I I HEATING UNIT A5 2FT X 2FT X 1 FT m 3"x3"x1/4" schedule 40 square column on a REQ'D PG FTG _ I WINDOW# #OF UNITS TYPE MANUF. NOTES I 30"x30"x12" poured concrete footing o I column up to steel beam (black fill) _ I co I I --- r CW14 1 CASE. ANDERSEN In J CXW14 4 CASE. ANDERSEN I I � OX135 1 CASE. ANDERSEN l I 24�-0-1 - - - -� I I 6436 6 GLIDER ANDERSEN I , „ I 8-0 x ! o- A21 2 AWNING ANDERSEN _ _ _ -- -- - .88 LVL GIRDER _ 1 I I - r i ---_._---- — (3)1.'15 x 11.88" LVL GIR Ei� WINDOW SCHEDULE SECOND FLOOR YyINDOW# #OF UNITS TYPE MANUF. NOTES Cn I - '- L -I-J GXW15 b CASE. ANDERSEN 'I I (3)1.'75 x 11.88"LVL GIRDER u o 13910 — CX1,N14 4 CASE. ANDERSEN F - -1 F - -�- -�- (3)1.15 x 11.88" LVL GIRD R ry I I ! GW13 1 CASE. ANDERSEN - t3535 2 AWNING ANDERSEN , 2 - i- -I I1Z (3)1.15 x 11.88" LVL GIRDER } 5/8 GWB DHP34510 4 FIXED ANDERSEN 20'-3" x ( ABOVE DIRECT Ul -- - --- - - -- - - -- J 4 PG SLAB /6/6 X 10/ 1-- , � „ VENT FURNACE AS -v — J I 3" steel zip column column on a 5D d, x ___ n 10 WWM PITCHED TO I I � I I I = REQ D WINDOW SCHEDULE BASEMENT 24 x24 x12 poured concrete footing ( GO r - _� / o; DRAIN W/VAPOR � _ — — — I — '-zF V- d? (typical) I• BARRIER y--- -- - I �i x m^ �! I O I I WINDOW# #OF UNITS TYPE MANUF. NOTES Ln ( GWB UNDER I I I 2811 4" P 4 G SLAB WITH I I r F -�--UP I STAIRCASE AS W1616 X 10 WWM I I m ! SEE DETAIL- E 1 EGRESS ANDERSEN W/BLUE5TONE I o VENEER I GONG. BUTT. m — — — =o— — — J I r- (TYP.) r - - - - - - - - - — e I - - - - - _ - -- --- --� III - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - J DOOR SCHEDULE FIRST FLOOR cvl L - - - - - - - - - - - - - - � - - - - - - - - - - - - - - — - - -� LOCATION cni � r- , l� LOGATIO'N DOOR# #OF UNITS TYPE MANUF. NOTES I FWH60611/TRAN50M 1 FR. WOOD ANDERSEN PLUS TRANSOM FWT-2-6016 IN/ - 16-0 _ I - - � � — — — — — ( �-o�- --- - - ---- �- I - 4" PG SLAB WITH 1/5" DIA. I I o E-- FILL & `rl I W/6/6 X 10 WWM LVL HORIZ. MULLION BETWEEN W/BLUESTONE DOOR AND TRANSOM Zip column on conc II piers with anchor bolts ! I I.4' I� — �, TAMP , 2,-I i VENEER FWG160611-4 2 FR. WOOD ANDERSEN for 2x4 frame wall L J lI FW G60611 1 FR. WOOD ANDERSEN wl cultured stone `I II L- - - - - - - - - - - - - - - - - J DOOR SCHEDULE SECOND FLOOR 24'-1"------ - -- ----------- - ---� 21'-0" -- DOOR# #OF UNITS TYPE MANUF. NOTES FWG60611 1 FR. WOOD ANDERSEN FW6100611 2 FR. WOOD ANDERSEN FOUNDATIONPLAIN SCALE:��`� 1 FWH29611 1 FR. WOOD ANDERSEN GRADE Y T_ I t L' ( See plan) VERIFY ALL HAZARDOUS CONDITIONS FOR SAFETY GLASS CODE REQUIREMENT5 I NOTE: 10" PG FDN kNALL KITH (2) #4 HORIZONTAL '7 REBAR 12" FROM TOP OF R5 rigid MALL AND BALANCE PLACED ,�` FOUNDATION insulation = 32" O.G. KEYED TO A 2011 X S" " `,, , PLAN �- PG FTG ? ` " --- --- - --- --- v i •�a & Jerry Diffley Ka rep n Bq 10 riv I �.� PETER T. PODL A5 -loll � 0 (c)ARGHITEGT - ° ----.- --_-- _-- -- BOX 1058,REM5iENBURG,NY 11960 ---631-325-Og2q i -- = DATE 03/01/23 1050 Lupton Point Road 50ALE: A5 NOTED Mattit;uck, NY A3 -- --- ----- --- -- 1 — -- - Page 3 of 12 ---- ---- - --- -- 39'-7" ----- ------21'-6" 01 H2.5 tie 4" ROOF VENT 2x10 cross member - o wrapped in azex ! 3" ROOF VENT II 4" ROOF VENT I 3" ROOF VENT ROOF � i ! , , — - - - (I O — Simpson Post Gap R 1 I I 604 to header _ — — _ _ — _ — _ m H2.5 tie I ~\ /I BATS-{#4 (2)1.15 x 9.5 LVL HDR Deck Joist �� I I I I 1 1 wrapped In azex bxb MCA post inside BATH#5 , BATH#3 Simpson Post Gap 2 1 I I I I i l / I t --10`x10"permacast BG46 to header DR column �J I (275 x 14 LVL tp I 0,_a„ wrapped in azex 4x6 MGA post Inside 1 1 1/2" I I I I II 13„ I 12 I 1,-°„ .S .( 2x4 framed column SimponABV466Z % p -O J I 2ND 30 1/2„ / 1112" FLOOR Bluestone avers 3• BLUESTONE OVER over Simpson ABV446Z I / 3 1 \ I 2 I I I R REINFORCED 4 reinforced 4"poured I concrete slabp 4x6 post base m V dia.concrete filled - POURED --_ Sono tube-rebar to I 24 MGA plates 16k16k8"poured CONCRETE SLAB w/1/2"dia bolt II \II II conc-footing WITH TUNED DOWN o i 1 P PORCH P05T TO PIER DETAIL AS 5HOWN I 5 m footing8"pier-rebar pool 30' x 1 ' w/ 12" coping to 8"poured cone. I I I I I 1,_01. i BATH#1 10 01- - PORCH POSIT TO PIER DETAIL l KIT. i I ,, BATH#2 o ~ (2)1.15X14 LVL `i .I ,' \ ` : LAUNDRY 1 1/2" i 1 1/2" ( I I COVERED ` i i I 3 1 1/2" \�. 2" v .i�-- j - = PORCH o o � — � e o - Y /2" 1 1/2 1 1/2'' / 1 1/2" 1 ST FLOOR FW 7160611-4 ., - - - - " 2 I0'-8" P BLUE5TONE PATIO HDU4 (,2)1.15X b" LVL HDR HDU4 5HADE -i OVER 4" POURED j 5TR,UCT CONCRETE U RE I REINFORCED SLAB M'BDRM v ! GRADE I - - - - 1 ° ' � 4" � . II _ ELEVATION 19.5 � � ELEVATION 20.0 F.A.V I (deck above) n � �P � 2X10 16' OG � I th % A � in - --- X PLUMBING 56HEMATIC - -- - - - -X - - - -- d TO SUFFOLK N 1- NTS COUNTY APPROVED IL CN 120'-b" v SEPTIC 5Y5TEM Q I 15_ 2,_0„ 20�_ „ 5D CN HDUS I FWG164611-4 HDUS (2)1.15X14 LV1.:.,G436 G436 G436 o (2) 1.15 X 11.85 LVL HDR HDUS (2)1"75X16 LVL HDR i 3010 HDUS 4X4 _v � I _ to - � m I P05T i FF ELEVATION 20.5 liVA1.-K O I (deck above; cLrL Ir- y 2-0 �- . - U pool I m N o: I DINING m --- ! equipment = _ LIVING — o m; BATH #2 i,l ---- I Ul cV O v FLAT ROOF DECK OVER MASTER BEDROOM - - � � -- 114'-5" -- � � (open to I aJ . iD above) u' t- BELOW 4X4 i o i >- DIRECT VENT v POST x i `" m (column PREFAB GAS n- y _ Ln i ! (3)1.7 x �4" LVL FL H wrap FIREPLACE W/ IN °! i,p 1 " GIRD R y�l/ HHU5 5 Or around _ o v I CON EC, OR BY 51 i P'-.' N post) GLA55 FP. DOOR& 0 4 1 m 7-1 i FRAME CENTER HIP 2666 FRESH AIR VENT ^I FLAT ROOF I I ( -__ , " - , u _-'_.__-----_ - '_" __- __,-_" o� b8 i 4 x4 OUTDOOR O —_ _ 23 10 '_ " FIRST(BLUE) KITCHEN BELOW - ---- -- I I HOlN1ER I - I ,�, . \ / 2668 -- O ---- - KITCHEN 3070 BDRM#2 (3)1.75X14 LVL (flush) - v I (DE51GN BY OTHERS) 3010 y L NDRY I I '-9 /1 1 . OVERFRAME ON TOP OF MAIN HIP(FINK) I IL (25'-0" SPAN) r- 11' 0" ' ----- --� 0 3'-01, - 7-b m LL -- _ walk way above o 5D / - -- ---- I �AT _ 2466ref - 0 IGLBATH 3010 (2)1 75 X 14 LYL FJ�/ 2870 m p RM#4I#4H #3 2410 — - -�— - W. —�_ ,- ._ ^i 2568 \ 2468 (2)1.15X14 LVLLQ I _ „ — „ „ P. 1 2866 I I 3070 -- ro -__. I_ - 14-o RI ,� / OVERFRAME ON TO \ \ in i Oj I I 40, OF MAIN HIP(RED) ^ 7 M U D RM BUTLERS' _--_-- 7'-0° 1'-0' o I LG 2466 2468 2066 BDRM#3 PANTRY ' - - _ I m / - t fiGop L I Y 2' °° ,1,_°„ o ENTRY 1 -- _ _-__ O " I 06"__- �-�•__.._--___7=} -_ __ ! Qpe t0 2068 Y b' G5 C - NT : ' \ o i -- o- --- 2-0 BATH \ / below (OPEN TO ABOVE) ~ --�' - - - ------ _.._ m I r— ' I ' 4-3" - , b'_3• I o � GL � 2010 i j ! --UP---� , ! DEN SKIRT I I - - � — ,I•-- I •_- — ON TO OF N X V _ ! ! - — - - A ROOFin BATH m - 3T/4R I t-- -- -- --- I D In, 10 (2)2X10 - -� - -- --- - I tn 2 2X10 2010 m - v (2)1.15X9.5 LVL HDR ;,, - - -- -` ry = I ---- _ GXW14 / .__- _-_- , GXW14 HDUS � TYPICAL 2X6 HIP ROOF LAYOUT 1 10 n' (2)2x10 - ! RR& 2X4 GJ A21 FWH60611 W/FWT-2-6016 TRANSOM A21 16" OG - ------ -. ABOVE W/LVL HORIZONTAL MULLION HD BETWEEN DOOR AND TRAN50M _ - - --- _ _ US XW14 / --- - / GXW14 , „ 3 DIA. STEEL 1 y-- -/ _ --- ----- -- _ o PORCH o -4 ---�---- - �, L ZIfP COLUMN ---r-- --- 2t — 8�4 2 4 G (FDN. TO HDRAtBOVE) BOXED „ ; . '' ° 15T FLOOR PLUMBING I I 11 -4 - --j- ,�------ --------- - - W/2X4 FRAMINC4 WITH VENEER c,. .' , ,. I I _ I d, ; ROOF FRAMING y--- CULTURED 5T0 NE L 16 - - -- - --- - iI - _ — I I � r 3 �.'tR' k a"X` 1..t'; '•S t,`.,. yh-•,i -- A - ° \ "'+ 1 Karen & JerryDiffle -- --- - --- - 8-4-- - 3-4 b-3 6,_3 ---- - -- 3141 r ' 6 - 3-9 --3-4-- �► 9-1 �„ --/ --- -------- - - --- - --�--- ------ 161.001 _ �, -- - -- -- 24-1 -- ! 21'-0° �.� PETER T. PODLAS ARCHITECT X 1058,REM5ENBURG,NY 11960 631-325-0929 5GALE: 1 /4" = V-0" LIVING AREA DATE 03/01/� 3 1 1050 Lupton Point Road PROF05ED FIR5T FLOOR SCALE: A5 NOTEDA4� MattltLl k, NY 2331 50 FT Page 4 of 12 8'-0" 7'-6" 2'-0" 10-3 1/2" 10'-3 1/2" --- . 2'-01 1'-10. 11'-611 .7,_81l --- --- - --- - -- y ----- ------ I i I Composite deckin on duck boards g duc boards over EPDM roofing with Gaaco sealtant , 3 0 HIGH on sleepers - pitched to drain DECK BEDROOM #2 GABLE over (2) 1 .15 x q.5 TJ IS16" OG RAILING --- 14" TJ 1210 FJ 16" OC 0 _J 2X4 VERTICALS FLAT L T ROOF DECK E inn 2X85TRONGBAGK 48"OG MASTER BEDROOM 1 ]%10 GJ5 F-1OVER MASTER r / - 7._b��-. �- ---�� --- i BEDROOM I fD[ A3535 A3535 CXW14 CX N14 - —" — — — — — BELOW �U LIVING ROOF LATH GLG l't 5TRONGBAGK DETAIL I, 3'-0" HIGH ! GABLE ,� �1 �� I RAILING 42 X l2 42 X 72" 42"X 72" 42"X�2" - - ♦ FIXED GL. FIXED GL. FIXED GL. FIXED GL. FWH29611 FWG 100611-4 - , C� C ♦CI (3)1.'I5X18" LVL HDR FRAME UP TO GATGH RR5 (2)1.75X11.25 LVL HDR HDU4 FLAT ROOFLn G436 6436 G436 FWH31611 CX135 in DECK OVER m j FWIG6ob11 KITCHEN BELOW 2668 X o ATTIC HATCH X G1- BDRM #2 X W/R38 u' r ry I 2668 - cV - 2X10 RR 16" OG 0'-b" 13'-7" I 2'-0" HDU4 FWG 100611-4 2X10 GJ 161, OG I I OPEN TO T— ♦ @2'-0"ABOVE V-0" PLATE _ i BELOkN 2X10 RR 16" OG I i O / 2X10 RR 16' OG (2)1.75X11.25 LYL HDR 1 I ��_ J 5D T T 51DE ELEVATION SCALE: 1 /4n 1 �_ou m'I 2Y.10 GJ 16 OG 2868 - v 15'-0" - -- ----- ��_b� .._. --- ---- - -- - -- - . 23'-718 - @2'-0"ABDYE 8'-0" PLATE / I I .o 0 5D -ol GO 2468 - z -- -- -- - - - - -- - t-- ----- - m - BATH o m a BATH #3 _ - � • of BDRM #4 z ° #4 z 2468 0 ' 5EE STRAPPING 2868 p r✓� 1Z DETAIL for strapping � J requirements �� - - 2X10 RR 1'6" OG 2868 - - - 5D t' r 2X10 GJ 16 OG O A 1 5D \ X v �� O -- - - J' -- -- --18--2 - _.. --...---- - - - -- 12 TYPICAL ROOF O _ - V7. 8 35 year Architectural roof shingle Overframe over 15# roofing felt OPEN -b gable roof on over 1/2 GDX plywood nailed to ♦ nc j------- ---.--- _ R38 BATT 2X10 Roof Rafters 16" OG i AREA o __ � 2068 � BDRM #3\ . iy � top of main 2468 0 2468 _ - o! -' roof 0 n I LG X °- a --- — GL (2) 1.75 x 9.5 TYPICAL �i I z �.-- ------ x o, z .� I I 2068 � OVERHANG r --- -- ------ - pen t0 -- q_01l - 0�_bll 5,_bl� (FLUSH)r 1x 6 Azek fascia �` (2)2X8 — 2x10 GJ's (3) 115 x 15" with alum gutters to BAT -' � b low ,�� - 16"OG dnJwell #5 GL (2)1.75Xq.5 LYL HDR HDR LYL 5 hdr. _ GXW15 GXW15 14 TJI 210 FJ 1 -4 Vinyl bead board @ 16"oG _ LOFT o 2'-0° vented soffit (2)2X10 HDR (2)2X10 HDR �� I --�" \ _ -' ! GXW15 ! FWH60611 CXW15 HDU4 (2) 1.75 x 11.88 2'x2'x 18'2x4 ' I \ I :o' ;HDU4 11 0 _ 3 DIA. STEEL ZIP COLUMN LYL 5 Box j (2) 1.75 x 18" _____ o - o = LVL'S hdr. ♦ column soffit o CXW15 CXW15 r „ I �, stone veneer � — x Gomposlte decking over flat BOLTED INTO (2)2X10 HDR& W12 x35 (FLUSH) roof construction ATTACH (2)2X10 HDR*W/ ( I : I v INTO SLAB BELOW W/bx8 pitched to drain "'! j I LV525-2 GALV. FACE MOUNT / PERMA CAST COLUMN WRAP TYPICAL WALL _ 8/12 skirt roof • HANGER BY SIMPLEX BOX ON TOP OF 2X4 BOX FRAME N! OUT WITH AZEK SURROUND STONE VENEER(COLOR BY 2x6 studs 16" OG (2) 1.'15 x 16" OWNER)(SEE BLDG R1 q Batt Insulation LVL'S hdr. GABLE RAIL ELEVATIONS) 1/2„ WB 01_ " Permacas 5Y5TEM 1/2 Ext. Sheathing _ _ _ S1� 1 11 � 11 !� ,� 1 � i Tyvek t column 3-9 �, 4-3 4-3 �, 3-q 3'-4" 9'-1" V-4" 3'-4" b'-31, 8'-b" Boral or eq. board & batten wraps LIVING /--- -- - --- - -- --------- - �' ---- --- -- - -----y- --- - - --------� �' ----- —�► siding ROOM � 4' l 16 0 11 TYPICAL -moo'.-; I J;' ---------------------- - 1_ — -- —�� Y � ,�G� - -------------�-- -- -------- _ 21 -0 CONNECTION ! ENTRY o! - (2)2x6 MCA Sill plate I ------------------ - -- --- 5111 seal 11.88"TJI 360 copper kraft termite shield 5„-0„ R38 FJ @ 16" OG ! 5/8" dia anchor bolt 30" OG = o � _ � p 5ECOND FLOOR PLAN SCALE: 1 /4" = 1 ii-i i i-i -ii iii-i i - o (3) 1.75 x 11.88 • m 0'-10" LVL'S Girder R38 BATT ° i ♦ TYPICAL - � OI_311 3"x3"x1/4" steel column from steel _ FOUNDATION beam to 30"x30x12" poured 10" PG FDN wall w/(2) #4 bar 12" b concrete footing ° from top of wall & #4 bar GRADE (see plan) ° BALANCED 32" OG keyed to a „ " " NOTE: 10 PG FD — -- - __ 20 x 8 PG ftg WITH (2) #4 HORI - T �I Wall to receive b mil vapor barrier - -- 2 N D FLOOR BUILDING .; 4" PG slab with 6/6 x over damproofing, slab to have ; REBAR 12" FRON ' j 10/10 WWM bxb x10WWM on b mil of _ ' ` p y WALL AND BALAI 4, 5EGTIC N p p 32 O.G. KEYED z vapor barrier on compacted fill R5 rigid , „ G., 1 ', X- insulationL "I o ! -- 3 dia. steel zip ° NI �I PG FTG t, '" ' column on a 0. Karen & Jerry Diffley 24"x24'k12" poured .� _ cons. footing BUILDING S E GT I O N Scale 1/4 - 1 -0 A _ 1 e. . PETER T. POOLA 5 - ARCHITECT ♦ BOX 1055,REHSEABURG,NY 11%0 631-325-Og2q DATE 03/01/23 1050 Lupton Point Road SCALE: A5 NOTED Mattituck, NY A5 Page 5 of 12 . II I i IIII I ' I'll 12 Il I ''III III IIII i Ili i I j I I � i I III � 11 8 I I 12 !I I I I I I I I I I I I I I I I I 1 2 I I . I , I I I I 1 II I I ICI II I 8 i I I I 11 , I I I I I i I I I I I I I I � I I 15 ga. 55 trim I 5ki rt roof II -nails min. 1.5 3/4 1/2 enetration into a spacing p gap p 9 sheathing 9 1 x3 Tru Exterior FWH60611 Nail batten Boral Trim Board within 2" of II Batten over GXW15 GXW15 GXW15 �[�� [�r ISM GXW15 GXW15 ]r] edges of board II 1x12 Boral Trim �. and batten Board II over Tyvek rain screen on 5/8" t 1X3, ext sheathing on gap 2xb 16" OG c ' FWT-2-6016 �U- BOARD & Board and Batten 5idina Details - plan, elevation /BATTEN 510ING FA2 FWH60611 GXW 14 GXW 14 j J GXW 14 ❑'_j-)c�OC�\�CU�oL C��J��rD7U0CJJ ' j II I�II�'�I o��,I��1aJU�CCCC��'�C�II`�''I J�a�UU��I',��Io�GCo�'oI:Wa�iI JUU LC1C�'�,✓3�L�� I' ��DoL`c��II��,<�I , I Lo l_ G''I W 14 TJ= l _ ow L FRONT ELEVATION 56ALE: 1 /4 1 C IiI 12 I I � IiI IIIII I . I III 1II_I�'IIIIII�II OII I I�I ] �.- ,. � t 4iII I f IIII I I -/1Ili�I ,IIII I� III - III- 12 F-1j=Da FWHgb11 I FWG100611-4 �31 - FWG100611-40 � �?'�i 42 X 12 42 X-12 4 ' 242 X 12 ] FIXED LASS FIXED LA55 2E LA55 FIXED �55 12 nvl 12 DO G436 G436%:U 2_"U G436 FWG160611-4 FWG160611-4-DoD� - U 1ff �r �` = r^t� _ -I—UI i_jn, 2D� - 'J y -- r �� L- L 1 ME UC C-=n GXW14 CXW14 JLC1 5TO� -, -N/E clELEVATION SGLE: 4 1 la� 0 J0 GW14 EX U>>C EL 1AT1 N5 "y Karen & Jerry Difley51DE ELEVATION SGLE: 1 /4 = 1 .4 jt PETER T. PODLA5 ARCHITECT BOX 1058,REK5ENBURG,NY 11g60 631-325-Og2q DATE 03/01/23 I I I . -- 1050 Lupton Point Road SCALE: A5 NOTED Mattiituck, NY A6 _ � i Page 6 of 12 % % rLCW rkcE -J;- 1W 1? -. C-11 D_a YNG b t Tkr�, 4 ,r WO rm r"r r r 7 1 rn _4 a 11 P wn 7,17171 IF L-N 71 VA Jr V ir ER '01 ri , - . _—[:� *!L VVAELL�16 uses PUBLIGV""T X1 % uses PUBLIC 'X; RO"'M 4TAII g NO oo at) �00�00'- t fendt, — A 16. 1, ,r". ",.. I I -OFT In Stm Dlean T ROAVVqAY FT Op.T % \ �— 1b• �g1745�1��—� -ry Fol� re-jil;D VAr IR6 I 0r, RE rL# M)EK CUN le, REMOVED DRI &CUR13TO THEH DR, ILI- BE EX15TVA -------------- 0 f: r It r or 7.90 jAjjV45'1U I , I"2T&U I sv.k ih uLji�Lwm,,. Roof Area 2415 5 F x 0.17 421 OF '300.0y /see e X _2 Vz1f ruji MST 5TA br I I'Ll 91 W"0 TQ 421 OF /42.2 q.q vertical ft of a' dia leaching pool 1 e oposev HOUSE 8,DECK TO 0 _S C> tail (,Hou required "'IOU de / ',�,, / �� .r )OMS m 3 DEMOLISHE ? r3 '�-- \ //1 -1'� DRIVEN-` 1_1 P __ - --- -tt TW PROVIDE (2) b'dia x 5deep STORM DRAIN POOLS 1..10 pos r,1T,AW NOT' MOO. Or"rAll 5 'OtPOW)w 24� Driveway Area 1205 5F x -11 204 OF to ll Roo SED 19'a to rUjI 204 CF/42.2 = 4.8 vertical ft. of b' dia leaching pool V ev SIL.T I I k - USED 05,0:'o,1;�v <'-7)i ROOFFOR POOL DISCHARGE PROVIDE (1) b' dia. x 5' deep 5TORM DRAIN POOL ----------- ABOV 1.7, "N • Cr • 9-. t RUNOFF 9RYN1 ua U Ctio I Lkl- . 0-1111, 0 too [ cl • U14D 015TLI'.4.ft e PROPOSE ED 7""0 .00C CLEAR D"'U", .,Oty HOUSE POOL E( (NI A.b 5" S r f.21.5 PROVIDE 4" X10' PVO PCS OF DRAIN PIPE TO go 0 ED DRYNELL5 AS REQUIRED (TYP) /PoR 14 C, 77 L Z F 0 1% PREPARED IN ACZORDANCE WITH THE MINIMUM 2v ST50`Nleoxelol STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S.AND APPROVED AND ADOPTED set) �� a�1��,, z FOR 5UC.H USE By THE NEW YORK STATE LAND -A TITLE ASSOCIATION 711 kP 710 WRO k AjCe NT s, DOg , jA,f HOUSE CORNER USE 20-EX15TIN6 SEPTIC SYSTEM TO BE,— PUMPED AND GLEANED&ABANDONED AS PER 5CHD REGULATIONS H 7_7 LIMIT OF N.y SDE C. UR!501TOTION_OI,:j1UR CONTOUR Fr OT .F.0, LETTER e T R OF . IS", ION LINE AS DATED APRIL 1,2021.APPLICATION#1-4130-04112J00001 16 14— C> blo FLAO 4 LAN TNARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY 'OLE ENVIRONMENTAL SERIVICES ON 10/25/2020 II ORDINARY HIGH WATER MARK 5 bqo 7 _-Z SEAWARD EDGE OF MARSH i SIC !r,;1-1=#0 1:) rIMP r.-Mel"V-1 rX SIT DEEP HOLE CREEK *'JT rAX, AM,1`tW r 4 SITE PLAN 1 30 L .1A1 w 14V ,4 *4 .1 4 S ij� C5 PER$PEC71VE VIEW % hi rM 2 V 2 FENCE WOVES' WRE FE'44alt, ELA K' Fri r1!,1TR C—tOH 7 , LIX P D A D r%TEH r wr R CLOT I t.—I 0 cm Cu IV D k4- PA m—i v- 9,,,x i- x, P413 T C- MAXMIUM A,ry r.A, Acmr i tafr�utoEmtFffy TM PORARY" U`01 N-Z`'p"TKRUCTION ENTRANCtz 5FG'ff0N DETAIL SIT F:ENCE VETA I L S F E Conditions j Karen & Jerry Diffley PETER T. POOLAS ARCHITECT BOX 1055,REM5ENBURG,NY 1 1qb0 631-325-0929 DATE 03/01/23 1050 Lupton Point Road SCALE: AS NOTED Mattituk, NY Al _-L-Page-1 Of 12 --] - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F- - - - - - - - - - - - - - - - - - - - - - - - - - - r - I - - - - - - - - --rH T T— OIL —J I FULL BA5EMENT q x lU j j KITCHEN BEDROOM L- -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - (2)2Xl 2 DININ& J Lm II IIU r— — — — — — — — — — --1 r — — — — — — — — — — — — — — — — — — — — — — LIVING I TP 2X1 0 16" OC EX15TINO FOUNDATION PLAN I - - - - - - _ — — — — — — — — — BEDROOM GARAGE SLAB LIVING AREA 1025 SQ FT GARAGE L- - - - - - -- - - - - - - - - EX15TINC-7 FIRST` FLOOR PLAN I- -- - - - - - .- - - - - - - - - - - i r— — — — — — — — — --- - — — — — — — — -- E 0 to Ago oto ENTlr"NO2E HOU5E TO E30"� 0 E M 0 L 1 'ddm� H E ""k xis in on i g cwd ion Existing Conditions 4's x Karen & Jerry Diffley 0 PETER T. PODLA5 ARCHITECT BOX 1058,REM5EIABUR6,NY 11960 631-325-0929 DATE 03/01/23 1050 Lupton Point Road LSCALE: AS NOTED Mattituirsk, NY Ab I Page 5 of 12 pool 30' x 14' w/ 12" coping ® COVERED PORCH ELECTRICAIL KEY SYMBOL DE56RIPTION \ p FWG 160611-4 p security OUTDOOR SECURITY LIGHTING - secur( OUTDOOR LIGHTING TO POOL LIGHT E EXT. 5URFAGE AMOUNTED CE B WALL MOUNTED LIGHT /' / TO PATIO LIGHT5 a . CEILING LIGHT/IFAN DECORATIVE CHANDELIER It FAN N GLG MOUNTED LIGHT 'LITE- I RECE55ED CEILING M'BDRM LIGHT / / I I \\ \ // \ OHIGH HATS P PENDANT LIGHIT _ I wp - I I 1 / 0 UNDER CABINET LIGHTING p I I security �, - AP G 0 3 3 3 , ' 9 ' � EXHAUST FAN/LIGHT Ulm dw 11 IN \ It I :0 TV GABLE TVIt CE :o DUPLEX OUTLET pool WATERPROOF EXTERIOR equipment \ ( DINING LIVIN -� 30 Iup OUTLET ( ' D ems( ]ID YNALK IN BATH #2 ABOVE GOUINTER OUTLET It SAG KITCHEN GFI GROUND FAUILT OUTLET _ - ' v I / I / I 4'x4' OUTDOOR I 0 ( P0I\ 1 � AP APPLIANCE OUTLET 5HOYNER / - 0 � - ( / \ 0. { \ I �I , \ - - - � \1 1 Opc PULL CHAIN ( _ - ( � ) / _ OUTDOOR WALL I '/ \ - - \ '/ L'NDRY _ �J �' \ I —� MOUNTED Q � -.�.. _ � � � � \ _ _ ,�� I � � i 1 / _ / I( ref ► � I - - - J-0 AG $ 51NGLE 5WITGH / (i AP - - 3 I. - 3 3 GL $ 3 THREE WAY SWIITGH I It ( \ AC P ' M U D RM ' ' - DN ` dtv $ 30 THREE WAY DIMMER 5WITGH D 51NGLE DIMMER 5WITGH P° ° ENTRY \ / DEN OVERHEAD GAfRAGE DOOR OPENER wP It \ 13T/4R / - DOORBELL ® I ► II i OG DOOR CHIME VD BATH OL GL #1 ( - -L : 1 E,'�mrw,%gETER a cr FA,`�EL L&LAnn : 5D SMOKE DETEGIfOR security _ wp\�I- - - - - - - wp �°t aAsl . FRO1,I ALL E E,,,T vr.*..�H rs FoR ALL I - ,,SS AS RED. ` 5 LAYOUT TO B AS A 60-�� VERt XLL Sed T6H CO CARBON MONOXIDE DETECTOR ` _ - - LiXi f10M L GHQ FARE'7-P ,k�D `Awr ALL U�, N& i E1 S--..r~:CA_ 2AFC_cHE4TE YvT4 DWALER, ERE DEEI!S ER OFURNACE SHUT OFF PORCH ELEGTRICAL FIR5T TO DRIVEWAY R:� FLOOR hyf�f:, LANDSCAPE PATH LIGHTS Karen) & Jerry Diflley \ r ~ ELECTRICAL FIR5T FLOOR sCALE: 1 /4" = 1 '-0�� K, ------- ;` "? '�� ' PETER T. POOLA5 \ ARCHITECT BOX 1055,REMBENIBURG,NY 119b0 631-325-0929 DATE 03/01/23 1050 Lupton Point Road 5GALE: A5 NOTED i MattituC 1k, NY I Page q of 12j I I I I I I BALCONY �-- - - - - - - - - - - - - - - - - - - - i - BDRM #2 J/1 I I - ' � , I I _ L J I I -E wp a T BALCONY /" � �� ' _ IOC —; I I I OPEN TO GL _ �T r I I I BELOY�I ��,, - - -FAN I wp i LITE- - - - - - - - - - - - - - - - - - - - I - - - - _- - - - -- - - - -�- - — — — — — — — — — - - - - - - - - -� �o i `attic � D \ \ r-- - - - - - - - -- - - - --1_ _ - - / I I 5D GO BDRM #4 -- - \ BATH ® �t �Q [E;111 BATH #3 GFI - - - m #4 b i I FAN LITE L- '—/ — — — — — — -- — — — — J I — I I - -FAN I I r — OPEN LITE, _ \I I I � 1 r - -1 I— 1 � 1 I I 7 �— �-- AREA - - -� - -J _ I I GFI I LCCL FAN 1 Y�.t' - - - - - ' Open --_ _ _ - LITE - - - BDRM #3 7/1 F 1 1 1 F 1 �_ I I 0 to BATH CL ---�- I I I I 5D L —_jI I #5 IMMJ DIRECT / VENT I r II — - - - - — __ — -- - J F- - - - - - - - - - - - - L - - - -I r - - - - - - - - - - - - - - -, r - - -J — — — — — — -- - - - — - -- — — — — — �' ELECTRICAL 5ECOND FLOOR 56ALE: 1 /4" = 11-011 � I I I II 1310 5Q FT I �- - - - - - - -- - - - - - - ELECTRICAL FOUNDATION FLOOR 50ALE: 1 /411 = 11-011 ' ELECTRICAL h..,:,o: ..•,....,."t,,:.. BA5EMENT & Y ,s 5EGOND FLOOR Karen & Jerry Diffley PETER T. POOLA5 H� ARCHITECT BOX 1055,REMSEENBURG,NY 11960 631-325-0929 ---------------------- ----- -------- DATE 03/01/23 1050 (Lupton Point Road SCALE: A5 NOTED Mattittuck NY E 2 Page 10 of 12 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(111401.3) Certificate (Mandatory) Not less than one thermostat shall be provided for each separate heating and cooling documents are permitted to be submitted when approved by the building official. system. N1 103.3 (11403.3) 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 extent of the work proposed,and show in sufficient detail pertinent data and features of posted on a wall in the space where the furnace 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 N1 103.1.1 (11403.11.1} Programmable Thermostat Ducts and air handlers shall be installed in accordance with Sections N1 103.3.1 through as applicable: cover or obstruct the visibility of the circuit directory label, service disconnect label or other N 1103.3.8. 1. Insulation materials and their R-values. required labels.The certificate shall indicate the predominant R-values of insulation The thermostat controlling the primary heating or cooling system of the dwelling unit installed in or on ceilings, roofs,walls,foundation components such as slabs, basement shall be capable of controlling the heating and cooling system on a daily schedule to 2. Fenestration U-factors and solar heart gain coefficients(SHGC). wahs, crawl space walls and floors, and ducts outside conditioned spaces;• U-factors of fenestration and the solarheotgain coefficient(SHGC) of fenestration, and the results from maintain different temperature set points at different times of the day.This 3. Area-weighted U-factor and solar heat gain coefficient(SHGC) calculations. any required duct system and building envelope air leakage testing performed on the thermostat 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 zone temperatures of not less than 55cF(13cC) to not greater than 857 N1 103.6 (R403.6) Mechanicall Ventilation (Mandatory) 4. Mechanical system design criteria. indicate the value covering the largest area.The certificate shall indicate the types and (290C). The thermostat shall be programmed initially by the manufacturer with a efficiencies of heating, cooling and service water heating equipment.Where a gas-fired heating temperature setpoint of not greater than 70OF(21'C)and a cooling 5. Mechanical and service water heating 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 787(26"C). The building shall be provided with ventilation that complies with the requirement efficiencies. residence,the certificate shall indicate "gas-fired unvented room heater," "electric furnace" Section M1 505 or with other approved means of ventilation. Outdoor air intakes al or"baseboard electric heater," as appropriate.An efficiency shall not be indicated for gas- 6. Equipment and system controls. fired unvented room heaters, electric furnaces and electric baseboard heaters. N1 103.1.2(11403.11.2) Heat Pump Supplementary Heat (Mandatory) exhausts shall have automatic or gravity dampers that close when the ventilation 7. Duct sealing, duct and pipe insulation and location. IV__J Heat puimps having supplementary electric-resistance heat shall have controls that, not operating. 8. Air sealing details. N1 104.1 (11404.11) Lighting Equipment (Mandatory) except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. N1 103.5 (R403.5)Service Hot Water Systems Not less than 90 percent of the permanently installed lighting fixtures shall contain only Energy conservation measures for service hot water systems shall be in accordance with high-efficacy lamps. Sections N1 103.5.1 through N1 103.5.4. NII 102.1.2(11402.1.2)Insulation and Fenestration Criteria Infiltration and Mechanical Ventilation Whole Dwelling infiltration TNe build-'nj thermal envelope shall meet the requirements of Table N1 102.1.2 based on the climate zone specified in Section N1 1013. input Type Blower door N1 104.1.1 (R404.1.1) Lighting Equipment (Mandatory) TABLE N 1102.1.2(R402.1.2) Heating Season Infiltration Value 3.00 ACH @ 50 Pascals N1 103.5.1 (R403.5.1) Heated Water Circulation and Temperature INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa Cooling Season Infiltration Value 100 ACH Q 50 Pascals Maintenance Systenris( GLAZED MASS Code Verification Tested Mandatory) Fuel gas lighting systems shall not have continuously burning pilot lights. WOOD SLABd CRAWL Shelter Class 3 C11MATE FENESTRATION SKYLIGHTb CEILING FRAME FLOOR BASEMENTc R-VALUE SPACE ZONE U-FACTORb FENESTRATION - WALL WALL Heated water circulation systems shall be in accordance with Section N 1103.5.1.1. U-FACTOR RVALUE WALL R-VALUE & WALL SHGCb.e R-VALUE R-VALUEi RVALUE DEPTH RVALUE Mechanical Ventilation for IAQ Heat trace temperature maintenance sy!stems shall be in accordance with Section 1 NR 0.75 0.25 30 13 3/4 13 0 0 0 Type Exhaust only N1103.5.1.2.Automatic controls,temperature sensors and pumps shall be accessible. Unable to Measure Mechanical Ventilation FALSE Mechanical Equipment Manual controls shall be readily accessiWe. System Type Air conditiomr 2'� 0.40 0.65 0.25 38 13 4/6 13 - 0 0 0 Rate(cfm) 45 Fue(Type Electric 3 0.32 055 0.25 38 20 or 13 8/13 19 5/1 3f 0 5/13 Adjusted Sensible Recovery Efficiency{ ) 0.00 Rated Output Capacity(Ktuh) 18.0 +5h Adjusted Total Recovery Efficiency(%) 0.00 N1 103.5.1.1 (R403.5.1.1) Circuliation Systems Seasonal Equipment Efficiency 16.0 SEER Noun per Day 24.0 Sensible Beat Fraction(SHF) 0.70 4,except 0.32 0.55 0.40 49 20 or 13 8/13 19 10/13 10,2 ft 10/13 Fan Power(watts) 7.00 Note l0arine +5h ECM Fan Motor false Heated water circulation systems shall be provided with a circulation pump. Number Of Units 1 5,and 20 or 13 The system return pipe shall be a (dedicated return pipe or a cold water supply Location Conditioned area Wia,i ie 4 0.30 0.55 NR 49 +5h 13117 309 15/19 10,2 ft 15/19 Ventilation Strategy for Cooling pipe. Gravity and thermosyphon dirculation systems shall be prohibited. Performance Adjustnvent 100 Percent Load Served 100 20+5h Cooling Season Ventilation Natural Ventilation Controls for cirCLIlating hot water system pumps shall start the pump based on 61 0.30 0.55 NR 49 or 13+ I5/20 309 15/19 10,4 ft 15/19 the identification of a demand for hot water within the occupancy.The controls DkWtifideicies 10h Good Air Exchz-1 e for Mutti-Family NA shall automatically turn off the puimp when the water in the circulation loop is All bath faucets ft showers 2gpm false Ali DHW pipes fully insulated->-R-3 false 20+5h at the desired temperature and w1hen there is no demand for hot water. Recirculation type None(standard system) 7'and 8 0.30 0.55 NR 49 or 13+ 19121 399 15/19 10,4 ft 15/19 Farthest fixture to DHW heater 69 1()h TOTAL Pipetength for longest DHW run 79 DWHR unit present. false These plans comply with 2020 ECCC NYS ;Mechanical Equipment Number of Mechanical Systems 3 Insulation material- basement walls . .0 exterior walls R19 Batt. cathedral ceiling R30 baq, flat N1103.3.3 (11403.33) Duct Testing (Mandatony) DHW Diagnostics Heating SetPoint(F) 70.0 ceiling R38 batt. dhwGpd 38.35 Heatfng Setback Thermostat Present knee walls R13 peRatio 1.01 Coating SetPoint(F) 75.0 Fenestration 0(,tcts shall be pressure tested to determine air leakage by one of the following dishwasherGpd 1.37 Cooling Setup Thermostat Present clothesWasherHotWaterGPD 3.29 DHW SetPoint(F) 125.0 methods: EDeff 1.00 Wiintiraw Inforirnai6 'Heat: Gas Furn, 58, 96% ewaste 32.25 SysternType Fuel-fired air distribution Overhang Interior Adjacent 1. ROUgh-in test: Total leaka)ge shall be measured With a pressure differential tmains 57.60 Fuel Type Natural gas Name watt Orient U-Vatue SHGC Area Depth To Top To Btm winter Summer winter Summer dwhrWhlnletTempAdj 0.00 Rated Output Capacity(k8tuh) 58.0 Assienment (Sqft) 00 (ft) (ft) Shading Shading Shading Shading of 0.1 inch %V.g. (25 Pa) aciross the system, including the manufacturers air PumpConsKwh 0.00 Seasonal Equipment Efficiency 961 AFUE Front Porch AGWatt 1 West 0.300 0.310 2.80 4.0 0.0 1.0 0.85 0.70 None None Transom handier enclosure if installed at the time of the test. Registers shall be purnpConsMrnbtu 0.00 Auxitiary Electric 274 Eae Front Porch AGWatl 1 West 0.490 0,580 4.50 4.0 1.5 8.0 0.85 0.70 None None Note taped or otherwiseSidett sealed during the test. Number Of Units 1 Front AGWall 1 West 0.300 0.310 104.30 0.0 0.0 0.0 0.85 0.70 NWW None Location Conditioned area Performance Adjustment 100 Rear AGWatt 1 East 0.300 0.310 13.40 0.0 0.0 0.0 0.85 0.70 None None 2. Postconstruction test: Total leakage shall be measured With a pressure Percent Load Served 100 Rear SGUs AGWatt 1 East 0.300 0.240 106.30 0.0 0.0 0.0 0.85 0.70 None NO" differential of 0.1 inch w.g. (25 Pa) across the entire system, including the New York State manufacturer's air handier enclosure. Registers shall be to or Note:Normal is a 30-year degree day average value for the period 1981-2010. Gas, ST, 50 gat, 68% 'Door Information' Seasonal Heating Dearee-Bays Water Heater Type Conventional otherwise sealed during the test. r---------- ................................................_.................................. ------- Fuel Type Natural gas Name Library Entry Watt Assignment Opaque Uo Value 11-vatue of Storm Door Tlme Period: Current Year Last Year Normal Area(s;q ft) Opaque Area ................................................. ..............................___...........................................I..................................................................... Energy Factor 0.68 07101,120-03/20121 4804 4658 5083 Pecovm Effidency 0.79 Front 2-1/4 Wd solid core AGWatt 1 28.9 0.268 2.8 No Exceptions: Water Tank Size(Satlons) so Extra Tank Insulation tl;I-vatue) 0.0 The items below will be-",i-ns,-p,e",c"t-e,d o energy...-"-f--*r...e' 'r-g-y co-, ,d'e certification... er n --t if"'i c_ati'c.Ay deviation_--n-1---_e11_v1_i_a11_t_i1__n fromthese- ___-___11_ p__sec _l--li..................................... ............... ...........ought to th fications should be brought attention of the HERS Rater,as soon as possibte to assure that the project witt stilt comply with enemy code requirements, Number Of Units Compliance(must pass either UA or Performance Path) __--------- 1. A duct air-leakage test shall not be required where the ducts and air Location Conditioned area Code Compliance Pass UA Path Fall Performance Path Pass handlers are located eintirely within the building therfnal envelope. Performance Adjustment 100 Duct R-Vatue Pass Maximum Ewrgy Cost($/yr) 1474 Percent Load Served 100 Maximum UA 244 Your Home Eineqy Cost($/yr) 1426 Your Home UA 238 Better Than Code(Perf) 0.7% I 1 ... Better Than Code(UA) 2.4% 2. A duct air leakage test shall not be required for ducts serving heat or tool: ACC 8 K 6 SEER' Gross Area Cavity Cont. Glazing or Door energy recovery ventilators that are not integrated with ducts serving Mechanic I at Equipment Assembly orPertmeter R-Value R-Value 13-Factor UA Ceilings System Type Air conditioner heating or cooling systiems. Fuel Type Electric Roof 1: R38 DoE 660 38.0 0.0 20 Rated Output Capacity(kBtuh) 18.0 Roof 2: R30 C Dot 638 30.0 0.0 22 Seasonal Equipment Efficiency 16.0 SEER Above-Grade Walls Sensible Heat Fraction(SHF) 0.70 AG Watt 1: R19 WE 1125 19.0 0.0 67 Note Number Of Units I A written report of the results of the test shall be signed hythe party conducting Location Conditioned area ------- Performance Adjmmuent 100 the test and provided to the btifiding official. Percent Load Smed 100 I . .1� -1- "1".. I __ 1 11 1. Z' , 2020 NY5 ECCC, bkw Efficiencies'' '. A(I bath faucets ft showers 2gprn fatse NOITE5 Att DHW pipes fully insulated-R-3 false ... . .... Recirculation type None(standard system) Farthest fixture to DHW heater 69 Karen & Jerry Diffley TOTAL Pipelength for longest DHW run 79 HERS Rater compliance as per his submitted HF_R5 Rater report based upon these plans. DWHR untt present? fatse 1"C". A, Rater PLEASE 5EE THAT TH15 PAGE 15 GIVEN DHW Diagrmtics 1, David Maschke of Integrity Home Energy Assessments, certify that the home listed above, as modeled meets or exceeds all dhwGpd 38.15 TO THE GENERAL AND INSULATION PETER T. FODLA5 II requirements of the 2018 IECC as amended by the 2020 New York State Energy Conservation Construction Code and alt current peRatio 1.01 energy codes specific to the local jurisdiction in which the home is built. dMwasherGpd 1.37 CONTRACTOR ARCHITECT clothesWasherHotWaterGPD 3,29 BOX 1058,REM5ENBURG,NY 1 1q60 651-525-0929 EDeff 1.00 J ewaste 32.25 I further attest that I am a certified Home Energy Rater and affiliated with Horne Performance Professionals, Inc. DATE 03/01/23 1050 Lupton Point Road Mains 57.60 a HERS Provider accredited by RESNET and adhering to the requirements of the Residential, Energy Services Network RESNET dwhrWh1n1etTempAdJ 0.00 5rALE: AS NOTED Mattitu.,k, NY Fm N Standards. pumpConsKwh 0.00 Page 11 of 12 pumpConsMmMu 0.00 CONTINUOUS BEAD OF SEALANT L CONTINUOUS BEAD OF ADHESIVE ATTIC INSULATION INTERIOR VERTICAL CHASE __ - ----CONTINUOUS BEAD OF SEALANT PROVIDE INTERIOR SHEATHING FOOD TRUSS FRAMING AT EXTERIOR WALL PRIOR TO INTERIOR WALLASSEMBLY 11 V H EATI i INTERIOR 0F � PREFAB FIREPLACE UNIT � INSULATED XIORFL !O TRUSS STUD WALL ATTIC ACCESS TO � INSTALL INTERIOR SHEATHING ASSEMBLY ,�1f/" F INSULATION �1 ( j�TIPt ( [�IJEL PRIOR TO INSTALLATION OF J N t.A O LEVEL I PREFAB FIREPLACE UNIT 1 INTERIOR 1" RIGID INSULATION >-< MALL CONTINUOUS BEAD ' OF SEALANT I CONTINUOUS BEAD OF SEALANT ACCESS PANEL DRAWACCESS PANEL SNUG ___ _____ _ __ ___ _____ - -- FRAME CONTINUOUS BEAD WITH PERIMETER SCREW FLOORASSEMBLY S -- O OF SEALANT FLASSEM TRIM AS REQUIRED n INTERIOR GYPSUM WALLBOARD _ .._ LADDER BLOCKINGAS REQUIRED AS AIR BARRIER FINISH CEILING !6. INSULATED EXTERIOR WALL ° 2ND FLOOR J015>T ATTIC AGGE55 INTERIOR GHA5E PRE-FAB FIREPLACE PIPE PENETRATION THROUGH ROOF — ATTIC INSULATION —MANUFACTURED RECESSED LIGHT ENCLOSURE MEMBRANE FLASHING COLLAR, >' METAL FLASHING COLLAR ATTIC FLOOR FRAMING OVERLAP COLLAR ONTO LOWER OVER MEMBRANE FLASHING COLLAR,OVERLAP COL RIGID INSULATION "R-VALUE/D!EPTH PER CLIMATE" ATTIC INSULATION PLUMBING PIPE — LAYER OF ROOF MEMBRANE- - ; 1 _ ONTO LOWER LAYER OFF COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE ATTIC TRUSS _-A Rp^F SHINGLES LOWER LAYER OF ASPHALT `� ROOF SHINGLES--- ''`^ �� SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED �V �� TOP PLATE --- i ` ADHERED _----'- ROOF MEMBRANE LOWER LAYER OF FULLY- _ SHINGR OF ASPHALT t \ ` UPP R LAYER OF FULLY- +u: .... _ EXPANDING FOAM _ r i I ADHERED ROOF MEMBRANE, i. CUT MEMBRANE AROUND SEALANT " f - PIPE PENETRATION AND LAP OVER MEMBRANE s YYI11 L STUD / j �' t' PLYWOOD SHEATHING WITH H-CLIPS,CUT PLYWOOD j A,RIlUND PIPE PENETRATION } I - POLYiSOCYANURATE ~J� CLOSED CELL FOAM BACKER / INSULATING SHEATHING IN MECHANICAL LATCH TO PRESSURE ROD AND URETHANE SEALANT �t 3 LAYERS(1 5",2%1.5"), SEAL AT WEATHERSTRIPPING AT PIPE PERIMETER-- EXPANDING FOAM SEALANT AT PERIMETER 1 /%' I . �, '♦., '�, JOINTS STAGGERED � CLOSED CELL FOAM BACKER % CONTINUOUS FULLY- 1 ! 1 I CONTINUOUS BEAD OF SEALANT ROD AND URETHANE SEALANT ADHERED AIR CONTROL LAYER OVER AT PIPE PERIMETER \ t PL'�WOOD _ 1.. DRYWALL CEILING PIPE PENETRATION TOP PLATE RECESSED LIGHTING FIXTURE (AIR CONTROL)- - MANUFACTURED PULL DOWN STAIR .--'�"PLYWOOD WITH H-CLIPSCEILING ., ELECTRICALWIRE ROOF RAFTER AS AIR GYPSRMBOARD 9 �� CONTINUOUS BEAD REGE55ED LIGHTING PULL DOY�IN ATTIC 5TAIR5 ROOF PENETRATION CFN CONTINUOUS ' CONTINUOUS BEAD TOP PLATE OF SEALANT � INTERIOR INSULATED WALL BETWEEN CONDITIONED SPACE AND ATTIC CONTINUOUS MINIMAL EXPANDING FOAM SEALANT ROUGH STRINGER EXPANDING FOAM AT PERIMETER GYPSUM BOARD _�. (BOTH SIDES OF WALL) WALL STUD WINDOW UNITAS AIR BARRIER CONTINUOUS MINIMAL EXPANDING FOAM SEALANT EXPANDING EXPANDING FOAM AT ROOF SKYLIGHT �� —ROOF RAFTER FOAM WINDOW PERIMETER TUBUNIT ,- '� '"� / RIGID INSULATION VgIRE PENETRATION TOP PLATE SEALANT CONTINUOUS BEAD INSTALL PLUMBING AT -' INTERIORtWALL e R-VALUE/THICKNESS PER CLIMATE OF SEALANT CONTINUOUS BEAD EXPANDING FOAM SEALANT CEMENT BACKER BOARD CONTINUOUS BEAD CONTINUOUS BEAD TUB SURROUND FINISH OF SEALANT OF SEALANT �' TUB UNIT t TUB SURROUND I ` 1 / (BEYOND) = 2X4 BLOCKING --- ---- ° �` INTERIOR INTERIOR VERTICAL CHASE 1 INSTALL SHEATHING AT ATTIC CONTINUOUS BEAD OF WALL PROVIDE:INTERIOR SHEATHING SIDE OF SKYLIGHT SHAFT SEALANT EXPANDING FOAM SEALANT AT EXTERIOR WALL PRIOR ; TO INTEI�IORWALLASSEMgLY - ,,- PROVIDE BL�I(INGAT � '� CONTINUOUS BEAD SKYLIGHT SHAFT %v STUD CAVITYATTUB OF SEALANT CAVITY INSULATION ATEXTERIORWALL / % - INSULATED EXTERIOR ATTIC INSULATION STUD WALL EXTERIOR 2ND FLOOR Y�IALL SECTION THRU STAIRWAY GYPSUM BOARD LINER �* THIN-PROFILE SECTION THRU WALL , \ SHEATHING - - - -- - --- LADDER BLOCKINGAS REUD CONTINUOUS BEAD OF f. - BRRIER & SEALANT �,IR INSULATED EXTERIOR WALL - 6-EALING-0-ETA ILS- -- ---------- --- + EXPANDING FOAM '~ Karen & Jerry Diffley WOOD FRAME ,, : FLOORASSEMBLY SKYLIGHT GH�SE `r =�Y`* U '`" `' z`. y' PETER T. PODLA5 SHOY�IER/TUB VERTICAL GH�SE � ,,�`�y,, -�' � ' �� ARCHITECT BOX 1055,REM5ENBURG,NY 116160 631-325-0929 TUB/5HOYgER 2ND FLOOR -- —- -_--- f DATE 03/01/23 1050 Lupton Point Road SCALE: A5 NOTED 1 Mattitursk, NY - Page 12 of 12 - THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING ---------------------,--,---------- -----.----------- _________---_----------- -----------ci--- --- � I E tn 0 HOW MUCH IS YOUR TIME WORTH? UJI-- 0 (YU N Tired of spending time nailing,screwing or bolting�nulti-ply beams WZ)a sor I LLJa0and columns together? Step up to d one-piece solution. 0 0 /Plate hall,16d(0.135"K 311) -, ,�__ ,7 W - - � f r �I I 1 1712,��I ;T 0 =3 L.: 11,K,+, 4- ''�,,',L , , , , , ,71 , � , /at IT on-center IV , , ': ,�;""r R 7 (L ,, _ t I, 7." , �'11 I I 11 .1',� " " I Z ," " , - ":4.,I� 1�14, , 77 I ,; I , '', . , , A,,1h__,.1,�;V,� �_�,,, I ill 41 1.11 _;-4�,1�I I 0 E 0) a) , , 1 -�,��, '� '� M C0 I 'V , . 0 Lu � 1�.��f,,11 ,'_;�,�f, I'� t � ;�-11 Blocking panel:IT T.r Rim Board, i 11- "1, ,,��,1'%t', ,,-, �I-,-,� ,,,,, ,i I, 11 I" , , � 0 cc C- , 114"or1!2'TimberSI.nd*l_Sl_ , 114 , "I '� , ,�,, �Vvlll' ",, ��,�'i " �* =3 . L I , z",i" . .11 � , ,_v,�'.. �If,�',I 0 , - - �"-Z , , , ,A,",-,-,, ,;""i. ��,,,� . , ,_ j��2 I a TJ*joist '.A'- ��.a _ ," -, , " ,\�,:*�N, � ,_e�� , (1) = (1) ��. 'i h,q, ,, , . '. , .k , i',.,, -: ,�� ;, f, •� �,,,�-"�,��'t ��, " , �,,� , ,mi,.,,,�t �j-,��-_�,,.;.,k, 0, " I : I- (L) (U ;�,M, %�'L,"�, 111, - I I ,,�,-�_"TP.,z, , I >% - , _!4 1 �, - I ,,,',,,4�C��! ,o� �!_ ` I 11 ,- 4 ` , I , I - WL , I I - _Z. , ,�, I ,,, ,,,'r,� , - Toe ,, ,��__, )� b s-nn`l�lh � �Nl_ I .I ,4 \ . ' C: a) .r ' , � ��,.,7�- i,�,,;_ '�,,�,,,,,Ia�� ,;,� "I nail. , ,r�,�--�-,-S -1 i I ��`U ,",,� I.-, ,�` ' 11 , , I- 10dj.A31' 3.), sides et . �x, ,,, I" "'.I t, x ��, 11,�,*, `�.i, 1.,.;"",�� 4� ,,�,j,�� .:�,� I , ,�n I -,N', . �:�,'L I... ,,',��11 , -i .2 �: a) at 6_.t., , I 11�Xio?'k,�_ .�,�,,,�� , ,�:,Y� ,�,," I - 4,I �,, ;',', - , , , - , ,,1 �� ;�,�, ,,,�,, I " . , ,;� ,� 11��' %� � , � :,p 11 'k -I,�'Ii 4�'�Z .1 ,�,�,..L , 11, ,4'; ,' ' -� -',r ;�',','1,',',___' ' ' I P >% '. ,,� �, I (U @ a), .rj:.-��""'IA, u". I ,,11 i.��, Fq' 7 ,�, 'L �, ,,_ ,�.,, ,rj_,,�.,, fiv , �4 11 t" -,�, L:I � -I .1 CAI)�� , .# . " 1 � �� 1 ,,. , ', 4-4 0 � : ,,__ ' �1 - , - , " N '' ,r�'4 r � " - 11 � I � , .I Attach blocking per Rim Board Details and Installation in Weyerhaeuser 1, ,, , "I - 11 " ,, "I 1 1A , I� ,- 11� -1 I�P.,�� 1,- � . , 11 I ,.. il I -, — ingailartron Gulde far Fl"and Roof Framing,TJ-9W1. �-,-1, ,,, S, , ', - ." � "', �, I ,,,�,,��,�,,"-�,,_ V = *(/ I I ql !," ��_�,*, " 'N , , I 1 � , I 1�,e•, I U) (D , - 1", - I 1,Wf' _! _., - , _. I -- ,'h ' ,,1' 31�141 ,c . , , ", - �!, " ,.�., - ". - (L) M I 111N,� 1, , " , I ' , 4, ;- ,,,_' 0 = - When sheathing ffackness exceeds lt, �j,�'jt-,"?'': "I 4""*, , --��w ,�,v ,� - � , - - -,t , _ , e �,_ , , �.. � � ,,a,.J"^"�5':_��, ,":,�L"'k ' , � , �- j,M�,, I, X I L � � �V " ,� ,� :"._",- �,_r��_E :��, , �- - I Q. i,r,. , i -, 'r , _, It 1'Z,1 .�I,; QJ 0, (D ?�t-��:,'k" 't ,�,�',!,", ,,�,[tnnn sheathing l,"W,e et rim board , ��,,,,-,,.�, ! I , , I I I I ,--� ,� , _.I �,' �,�,, , I 11 � ,Plate nail-16d(O 135"x S�') - ,V,., _ � ,_'',�f,10,5 .-�,�� , -� 1. Ird U) 4) - -,"� ,�,' .", ,,;�:"; , ,� ,;��,, *� , ," -, , " � _� , ,, . \ /at 16"�ntr,* ,-� ,.,""'" , , - - ,��`-I ! . - .I�. 4 -�,,, , �� .,, � , Flom panel nail- 1 �,,',' N �.� - I � ,�K � ,�,', ��," ,; � "� _ , �,- ', , " , I "1, "i , • , ,I I , �.- - �i?' ,to _,� •,,,�� I-,-,,'*-,- 'Al.�I,I I". I , , ,,�,�,�A , .. 1 I, 8d(0.1 31'x 2 2')at 6*on�mter* I'll I, � I I flip ,__1 0 1'� . �ir I I I , - P4,��,,,- - � ",._�, �1 _, - �,�� , ired , -XJ ,�""", :"" *4 1, "':",- , "�Icl I I 11 �, ,,,g, _�, .�,,, " I' 1 'I " g � ,J�,.��_ �' � ;I 01 ��, i V"; ry,' , ,. 'j,��_,�', I'll I , 1,�'_ -, . :. , " ,"10 , 'Ie�,I IV � bl, ?_ I '�__-��_� Web Stiffeners requ i:�,., - . ,�5 �5 each side at A3_W _ _ I . �, . , t'�" .. �T , , - ,, ,i ". 1-1 ""' . � � _��,,,, ,I,ik,�X,� ,4��,'q� 'W,P' !,L,�,:,,'' I I r+,,��-_,�-'' T..1RIm Board. 11 . I. I", , .. _�Al I 11 � ,�,.`.Jf, � (D ,,, '.- "&' ' ' . _ �1,�1 , , I 11-, 1�, ., " , , ., �n , , � L; . :, I�N i . "-r '�7' "'�" _,�_-'�H�"" L ` L U)� I . - " "'I"�,, ' : ,�;�1 11 " ' ". ,�; 4 1 ,_- j', . ____ ------- - ,,, i �, . . 'i .. I , I � 1� 11, "" \,..,,11�or1�,-1.nnberSta.neLS1. , '.-,x,w � —,L , x1- i � ,__J� ; I I -10d(0-131'x T) I I- at S'on-center' �- C1�3_ �! CA�,21'A:D33 PARALLAMO PSL Beams & Columns *For A3.1-A3.3 installation specifications we Rim Board I CA_3,�A;'fJrii.-iA3.i1 Detail.and Installation In Weyerhaeuser M L,,w)i,.W),.W_) Guide fff Ficer and Roof Framing.T.1-9001. The'solid"choice for framing larger width beams and columns. -1 . I - - - � 'a Pick it up,put it in,keep on framing! i 2 Load hearing air bracedhiltheor wall M above(must stack over wall balm) 16"D.C. CL � /Boolcking panel:11'J"TP Rim Board, -04 �� a)� el��,,�A_ or 112*T1mberStrand*LSL w _-, L_I �,6�, / st- �A3 11 11.i �z I )/ 2x4 minimum 1 I �_� I - �-,i-R,�-,,) :r, TSCal ,- ��,0` squash blocks I r_r�lc_) i I -,, , _____ ___________--- ,� / I ,,��,,�- -, 0), ,-?��,, ,�. ,i� ,Z�, , -,,,--_4—_�___ ___ ____�____ r -1 1 � , � -----L- : _.___�_______ . E Framing Connector Summary � " � r; �� , � iv? - - -� . �, .....__I . .j : !, " _:, . C:! I �-,__�� :_��4�_- .__ . .-! - I t ,_�� '"4 � I : Mar—_PTOdLict ___- ---Backer B-- ------------ - 4� , I I !- ";, r , � �_11 - : : PlotlD city Man framing Iks Web Stiff - : � I I : : L : . _4 Simpson- -------------- ------- . I Bi I - -��,i,1---` - 1. , � i � - , � �,, , - , � r , , : : r ",, -, . � �, ; H1 HGUS5.50/12 No No �:� i . � � : � 12, 1 1 X � : I :� � : i i i. [ I Web stiffeners Z1_ �A ! : t :. I : � I : . H2 1 Simpson HHUS410 No No 0 i � require- t Per IRC R502.7,blocidng : I 0) on both.ides at BIW : : required at each intermediate H3 1 Simpson HUC410 No No 73 andBZWONLY support in seismic design categories DO,D1,and D2. : � I i � I : � I � : : � : . I H4 2 Simpson IUS2.37/11.88 No No -V -0 (1) Cc i", CU: I i � : � I : Z 0 f"2� ==y be required with � : � � I _________ _______ � L_ 2 B : : � I ,: : : � : : : I ! �_, above or below-see detail 131 I : : : i ; i f � Products *5 mo AD, :E Cc, -:t --- -3 r_ >1 U) . a) 4� 1 1 PlotlD Le- -M- -------------_____ 82 -0 2? '00) C_ () : Length Product ---____------- : z I � Plies Net Qty U) _KB_k1___ 114'7 3/16" 11 7/8"TJI 230 joist—_ _f_____1____ __1 i.2-- ?_ Z S m Go :3 1 i . ),- I 1, 0) I- . . : K48' 48-0" 1 1 7/8"TJI 230 joist 1 16 1 , (,R 0 -S �5 2 �3 - "'_ " i 0 V) ' 9 E -LD ; ! � - �S_ W : K36' 360" 11 7/8"TJI 230 joist 1 12 1 1 : . . I i I C 'F 2 d) M = S:_ --- Load bearing or . : : � � : :.: :. 11" : 0) , I - K34' 34-0" 1 1 7/8"TJI 230 joist 1 - braced/shearwall above 13 8 i- ,6 Z 4-Z ,a,_ It 5 I (muststackoverwall \ ,?,I-king panel:1Y T.P Run Board, I � i cri , 1 4 � I : . : t : : : 8 ui r- -0 �b a). : � : . : I � � � I : �* : K30' 30'O" 11 7/8"TJl 230 joist 1 2 � t_- > - i : � r I I a) balm when present) �:, �;��3 /14W1l2"TimberStrarsf1LSl_, : : Er- co : i : : : � � 0 1�_, Tir joist � . . : I I I : � :� i 0 -- M .-- : : I �� K22' 22'0" r on boM sitles of �d : . I i � � I : I I 11 7/8"TA 230 joist 1 4 �-,-�l or . -I I � � ; . 1K16' 16,01, 11 7/8"TJI 230 joist 1 1 , CL: :. � i . t I:joist ride el B4W : I I � " 1 � -0 12 .g 0 E r- M,-"/ YLY � � i , I � �,: I � � U)I 0) - ;6- K2' 2'On 11 7/8"TJI 230 joist 1 1�; i : � i � � : � t t 1 I Z 80 _ I1: � II � 1 KBk2-2 I'l 11/16" 11 7/8"TJI 230 joist 2 2 f; �0 U) W, Mp_ < I � I. � : I " C1. M . CU (D -- �- k : II� �_ y Ii � � ,0 :;��-1-?_____;�_ t : I . i I 18"2.OE Parallam PSL(East) 1 1 I-- I=I ; I 0 : ? w 0 Z t : � t ; 'Z�() 9_- auppon I � � � r : 1 1 o- - rM 1411- : I : . � i r i I P2 14-0" 3 1/2"x 11 7/8"2.OE Parallam PSL(East) 1 1 � Q , : I : � ! : . t U) )r I � � a = = r- u 0_ : I i : r I 1 1 ,010.1� f � ig M 8 0) G) E Q� *6 0)I t � � i� I � 1 : .. r P3 3 1/2"x 11 7/8"2.OE Parallam PSL(East) 1 1 E .- ,@ �: 0 Z .a : � I I : : � I � ; I � CL - : t � i I 0) 12 : I I i . i r 11 .�___�Load from above i : � -0" � I 4) 0 CL (D 0 0 L_ I ; I P4 4 3 1/2"x 11 7/8"2.OE Parallam PSL(East) I 1 _0 , i :, i U) 4-- CL_0 - t . .- � f : � � I P5 40'0" 5 1/4"x 11 7/8"2.OE Parallam PSL(East) 1 2 0) .C:� i i � I � M M (i) 2 � 0 : I � i ; i : i � � ,- r : I : I i : : r �: . : r � I : k I lilli"-, t � � � : : � ;i � : I ! (L) , 0 0) a) g (L � . �. P6 32-0" 5 1/4"x 11 7/8"2.OE Parallam PSL(East) 1 1 1 1 : i . i t : � ��_��-,, I ,��-, �---, I : -0 (L) � -a U) M 4- cu , 'D 116-I , I i t : I [ � a) — 0).E -I 1.�, I I I'- ! t I- � 0 �- I ,�: , - -, ,- : i : i . � : z: I : P7 22'0" 5 1/4"x 11 7/8"2.OE Parallam PSL(East) 1 2 � M Q) 'a :��-�,�, �, -i : I I t 1, :. i t : I 0) t)) 01 L - ." , � . � : ! ��: � - [�S) i I I i 14 ! TSCal 16'0" 1 1/4"x 11 7/8"1.3E TimberStrand LSL 1 15 1121� S, Z - : . ; : t : I ; � I t 2 0) - ,��, �, / . � . � i � � a) -@': (I) I ti : I —_.___ ---- - -----.---.---- 1- I t I : I I . � r I . ---- --i t 0 �0 a) i.- -0� 8., I I" i I r � : i I ! i I Accessories � .6- : I r , : i ; i: . ____ I-1 (1) I I :: :, � I i I _Zk_��__,_'�A r�)3 �� : : ;I I , ----.,-,---------------_____-------,._______ / : 11:�",� I � I I -0 -0 C- - (D 0) f%, , - : : � � i - , 0 : : "-1 - I : . i I : �� KBkl' : [ I PlotlD Length Product = I, TSCal � : �. P 1 : � � : ___ : i k S] -----------------------. Plies M U)(=I - �. - Net a) (D - 2x4 minimum :— : I . t . '' - "]� 7- ,!!--7 ,�, _.-, , " ______.- -_ ______________ 01) U) , r- Q -0 . - 'V -.-- :— I — ! ——__—______—,— i ,r-7 ... � I . � -- I:L'`�-,',K:�L' ';,.1,'�I i, .,._:�k,.-'� -.1.-: i__ _.....,1; � — . . — ____ - - ..._J " :3 CU C: a) -0 =C'4 0) :;� 0 I� i t � I . � 23/32"x48"46"Weyerhaeuser Edge Gold Panel(0/24)T&G SF 1 77 - �,� � �� I � r i I i i I _____ ___ : -_ squash blocks � : : L : , :, :: � : --7/7 ------�----- -----------_----1 (1) M q) > 0 -_ .N. _ �_ I ; I I � �. ��I� � 11 - ��:... �, I - , 1. I � � ;: � � : i : : , i .- . 4. _ I I � 0) (1)I I I : : ! : : : I I I : : . I : . i I I : : I : : � I i � I ! i I � � : m w Z E 0 2-C rz :L-i I : ,I � � E . = M 0 - I , ; I � I : IiI : : . 1. : I . . i .; : i � � 1, F ", �, I .r-1Use 2x4 minimum squash blocks to r I i I : : : � f : : I : �: I � � >, 2 .s W r- -_'�. L : : i I =� i i : � 0� ! : I : I �i : : : ? � >, a) 'a = M Q� MC " II : � � � � � i : ! iI ; � . �I CS) � I I. � 2� L S� ! � I" � � : D - (n �" � , r f � � i � I a) 0 - -0 transfer load around TJPJoist 1 � . :. i I : : I i i i I r I � � '01-, 1 - i L I ; i : � i Z - I � � I IZ� : f r � � I i 4- : 0 < 1 3: C-L (on _0 2, .28 z, : i 1 i i ; � I ; : I � � : ! I � I i � I � : ; I : I I : � : I i � . I I i I I : . � i f 1 4 i : I I I i I : t I I � I 1: � .. -____--- I i 4 1 1 1 i : i i I ! i 11 : �� ; I � i : i i � I I : : : i I I . � : i : : I r i L � � I : : : : i : : : . �: I ; . I i : : � : : ; : I i i . � I I 1 4 i I : . I L � I I '' : ! � � : I : I . : � I I ! I : : � : � I I . : � i ; � . � I r, � i : : I � � : � I i I � � : I Web stiffeners i � I I � : � : I I : � 4 r . i : - � � I i : : � : : I I I r i I I � : � : I i I � � � I : I : 4 I - 4� 1 ; : : : I : : . : ; I I 10 R : r I : : : 6 R i : r : ? I �11 ; �, - I .- t � i : : '0� '. I 0.'�- I I t t : � ; ;to R" � . I : I V : : : i . Ot 4 � : 1� . r . .required on both 8"diameter maximum hole-for 1178 4 . I � I ? � : � r � I 110_- />I r 1 � t sides at E1W ONLY 16"deep blocking panels;6"diameter i � � �,, � r i 4 4� : � . i : � i . : ii 01 � I f . � . � � � � 0) : t : - , I . � I I �I c : I !: i�l . ,,� : � . ��,, ��p � ; : ,. : I : I ! ,I 1 4- � , I z L . : I : . r : I � r I t i I. ., � � : : :. . : '50'-, � I ' 4 � i � : i � il, I - i (D i \1 maximum for blocking panels A�,5 ' : � � � � i : 1 50) i � : ; 5V i 1 (U I �__ . " , ! t � i. � , I I � 1 ; (a - . — , : : : : % il I I I : il : -1. � I I i i " : I I . I : ! i i � : : : : � �, I � \ r j , � . , � I � � ---- ,; . I . : __ : ; I � 1 1 � :� - IF "deep or shorter than 12"long. � : . : � , " I I 0 1 i � : I I I � I : : . � i ! i , \ I ,-'��-, " "I : i : : I I ; � I I I Do not cut flanges. I � :1 ,I : � i � � . : i : I �, � � : I I I I r �, I'll I 1: � 1 r r__, ,,,- -I ,- , : . �, - I I r : : i � I I . i I ! 0 1 - - . : i I - I : - I L I t I � : i I - : I i 1 4 . �� : : . : I � '. �t . � : . I : � : , I - . � i : ti �I K34' � .. ! i K30' � K22' I � .. ' K48' � i i I M , I : : I : � i i � � I . � � : : i I ; I I I : � i � � 11 o — 1-1 ; 1� __ -_--- ,_ � : : � I � I . r . . . . , i, I I ! , � I __ n � --"', __�� I . � . � � 11 i i ______ ... — _____I I I c i .F ��,��-� ,�, i 0 co i - �-'��,,\� _,-,:�- � / �, � 1<36' : I : � i -H : : I I I ,-1-`--,-,�--"/, '___ : : r I � I (N C C11) . : . : i r. .5) (N ; : . : I � I I : : : I - I : . ; � � 1 . I : � I :, , - -, _�� I � Z . i . t I : � : : I I �; i - - I ":"5 � : i ! � . : � � ! , ) �,> , : : : : � : I I � - I i . i I I t . I I : I : t, � ; T I 00 , , : I I t : I ;, 11 . I (1) . •L_ ^ I:I i . : I . : � � i � � :. 1�� . � . � � : � t : 115�� ' \ I . � . . I. : ! I : i : : � i :, 1� ; I-- : . . : � � . :. � : I : , : � � t, � I : � : � i i i I � . : I � : : k : I � � � 1, I I r,,' , ' i i . I : ; � : : i : � ! : � 0 04: : � �: : : : r I � i w 04 I . ; � : i : . I �, I . I � ! � < ,o,,�� ; I : : : � _____I ,,, 116"Te Rim Board or i � . . : t : 1 I - -1-1 : � :1 � : � : 4 � i i : I : r: i ! : : � l - ". � : I : � � � : : —— ,�: 11/4"or 11i"TimberStrancr LSL. I : I � � i : I : : : . : I : . I : :.. : . � ! � � � : � 1 :1 : � . . : � � . : t : : I I :!. : I I 1 4 1 1 : � ! I � : r . i I � i : P: I ; : : : : :,: ? : : ; I i : : I � ; I- -e5VI Nail with 1 Od(0.1 3 I"x 3") : :. �, 1: ,� I : : : : � � i � 11 " ! r I v i i t � I I : . I , : i I . 1 , ; � : . _� I I I � � I I nails,one each top and . : I I �CS] . ! I : 2 : El E1W 1, . I I [ bottom flange. I�I') �_-, r � , I _ t � : : I � � . i : � I � � I � I t � � r : . I . :I :I I : : I I : : I ! 1 I � : �: � � : I i . , i r :, : . I � : � I t I � : � I ! � � I i : : : : [ I : I ; L : I I : � : . � I i � : : : �) I I > : . � 11 , P7 , - I � I t � f : r I �1 1 : 1_�__ :I. --- i ,CSJ : I � I - - � � ' � I L ' I 1: : : I t,� -1!,:-, � , -_C___ :. ____ WEB STIFFENER ATTACHMENT : L t � � . i I : � ,,, - . . ,� , , T � I : ; - I I I , U) i - - I- : : . � /' 117 I : � t I : I I , - - i : c I � I:, ____-G"7; 1 : I . � I r* : i � I : I . I � ! . : � � : : : I i I : I . I i i : � . . f I � I � I -L-- I . I i t : \ : I I' ; i : � , : : � I : Cl) : 1/8"minimum , . i : , : rB1 : : i � � i r i � I L �_,� : I I i ; � � � : � I I z : I :* � i I I : � ; ! : - - . , 14 maximum : i : \ � � I I I � : : � I I I : . I i : : : : : I i : � I � � 1. -�- ` 23/ : I r i �: \ � I : � � � . : I � � ; I ; I . i I " : KBk1. i L � I I I � :, � I � I : i r� I I CU �i -..----.I:------- : __,,�" - � : I : : : : � i I ------ __ ----- I --T--,-!�,�!!r7�-.--,��, , , ,- I I 1 I ;,___ .� � ,- , - I. . ".� � � : I I , ,, i � L i : r t . : i Nailing: � . I I , -- � ! : . � � . � i ! I W/F for TJIO _�_'_--I'-: ,--1- 1_;�__L_ ------�_, __"� --' -I- _.1 I � : � CL i ' ' ' '"" Z I : i : i I I 1 -7-- ! : : : : � :: � :; �- -t__ See table below- :: : � : t : : . : . : Z : : r F : t 560,560D) _T : :i 11 , [�n additional PSF UWasbee-nac-A-ed-to account 1� P5 � . : � : I i i I , � 1 ! � :: I : ! : : : i :, � : � I � i i : : t I � t � � t . ; . � . � � : t'l, ! / : I : I : I I ; ! : : I ; I �: : r I load at Entry,Mudroom,Kitchen End Master Bath 1 3: i "I . . t i � � I . : . � ; Web stiffener both sides- � I ! 1: :; ______----------- 1. � r � "I . � � I f ! � L . i I I I � : : : I I . (1) : : :1 . � � � : . I : : � : I i i � � . � I I LEVEL NOTES � C � ! ; ; ; : � i I 1 4 � I : i : � � : : : : : : ; i � :: � � i : I : � : ____ ______ ___ - __-- ____--—See table below. 'With point I load from above,and no support t I i � : � ICS, : i � I : - I I , � : : � � � ; � . : � � � I I � r :, . � ______ . I I r , : :: i : r :. I � ; ; � I i : : :1 1 � � : r . : Current Date: 1 L_ ' ; � � I 1 2/10/2023 � ' ; ! . I � � . t : ;1 ____________ . . : : � : ; , : � : � X I I � : / t I I . below,install web stiffener tight to top ffange , i � 1� : I I : i � I 1, I I : � I. � : I : : � : I : � i i I —-_---------------_.----------- % I : : I : � � r ! : // � I i CB� t i i � � : : I � (1) r : I i 1, : � I � 7 �� i File Name: sr-312945.jvl : : i : � I . L � � ; �� I : I - E o- CO I Tight fit* (gap at bottom flange) .� :: : r : I I __� : . : . : ; . I t : : � : i \ I I : I I I I. ; Level t : i � :, : . : � I. � � . � I ! . r �. ----____------------_.�-.---.--------_ I : r I � r ,- � � Z : I � Level Name: 1st Floor I . � I : :Nailing Requirements ,/ I : � : � P5 I KBk1: � ; I : � t � � .6T � [ - 1 1 � : I i : : i : . I : --------- 0 , -0. ! : I I i ----------.- r 7=-�--,, --, i I I I .I 4 --, _ !7_�77-rr7" i : � � I � L�, I I -_ _____ 1 (L) I P I I ____ I 11, , , . :: : , . . : I Building Design ------------------- Depth Minimum Web , .1r__ ------- : b 1�� i CB��'! � � 11311� f 1 1 Methodology IBC 2018 ________� � C 1 00 TJ1*Joist Series Nails I I �L ,.� , , 1 r77___ i - * i . : : � : i I (1) I Number 1 _,_, �__L- ----- ,_ :. --- J 1 I t - I � : i I _ -_— _-�_________.-_ (1) ; . I : I r I r c I � > I - . (in.) Stiffener Size Type, , : : I. i � : I � , : : ' ... KBk1� i � , �; � 1 � : : . : � �, � . : : I TSCal ' : i K66-2 I P7 � � . Blil :1 . . �. . mbers with Design Overridden: I i I ; : - ---------- I : : I \ , i r I ___-1 1. -1(_-_-__I� " . � - ._K i - ..., I : II , : - ___________ _____ ----------- L_: . I � t i , -,, : :- : i ' -I-- - ----- _____ --- I : � :� \ . ! 1 r � � I � , I : ' -L :, ,5 116_: I � : : __End Interimediate ,, � \ iIII I J I - , . . - I _ __ a) 1 >0 1 1 I �:,� r ! ; : : - r__ ProRating(Weighted Average): 50; , � � � --�'- 110 All %"x 21116"") 1, : � � : \ �� I I I I CA 3' �I \ , 4� :1 : � � I ,_> � f � : � i � Mnmum Level TJ-Pro Rating&Joiit fJ__-P rarati-mg-=-5-0-,-jo joist _K22 moadm_----_------_ "'.X 25/ -(1) : Z � : , L r[CS I' I I I I i � � I � : I . � � � I X : 1 4. , . � . �� I � � I ___ff;i_;___________ --- All �4 /16 Bid I : i � i i I . , � , � I I - � _±i 210 , i : . - I , i : I ] : t , , : ; � � : i � : --- ---- : : i ; � : I � . . : , . I : I : � : � I i � I ! : : 230&36 7/8'a x 25/167) 1 1 : � � � I CS - : I I � i � � � mum Level TJ-Pro Rating&Joist: I TJ-Pro rating=51,joist=K48'(i38064) I : : : I i . : I � : t i I : � r !, � :. : 0 All : I : : I � I � : . J: � I r i I I I t : i I ; � :: --- ------------ _____ ______ ,----- _____ : I : I : "--,-. : r I I � : � . 1 z � I , I : : : I i i : I r � � I I : . . I k r : . FLOOR --- T----- (0.113"x:V/�-) 3 3 , . i : � : . : : I I : : I I I � � X - I I : t � I � t � I ; I : : � 16d /, I . : I I : : : : : : � : I �� i t : i :, ; i � r I :: :: : : . r : r I : . � � : : ! � � � I � I : I 560 All 2x4R I ! : i I : : I I I I I : F(66i-d-ontainer----l--r6i---------------------------- - � :. � : I I : � � i � �. i. :, �, : : ? � � I � ! : � � � � -------- I : : . I : : r I — ------------------- --_------------------ � : P : r ? I : I : : I ; . ; : I . . i � I : : I : I ! I L� r I . : Residential LivingAreas I . I i : : L � : � r : Z : � : I : � : 1. : z i ; : : I I I � r , L - I : I . � 6 � � � I I : � ! = (0.135'x:3%") I " . : I � � � � I ! I � . I � I � i � Z r ? � : I 11 : I t Use/Occupancy: 4 1 : I � i I I : , � I I : I t Flow�_Loi&it�g is _i________--------- :. � : ! I : : : � 18" r : I i I ! r :. : : : . : � � P I � : . : i I r :� I i ! : : 11 : I 1 40.0 lb/ft'Live Load 10.0 lb/ft2 Dead Load " : : . : : . ! � � I . __-.----- __1 --------------- -_ -_ _ ___ � : r : : i . : I : : 20- � 16d 5 1 : r : : � I i � � � : I : � I : I 121 : � I I � i : : � : : ? : : � , : � � : : � � : I : i � I. : : : � � � � : 560D 2x4 0 " I : : I : : . I i I I :� :, � � Maximum Allowed Deflection: 1 U480 Live Load&U240 Total Load i I F � : . L i I : I I ; : : : i i : t � --- ---------- 11 I � � �� I _-_-______-__--- -______-____� . � i : i L : � i � � : � I . . � I � : : . : : . : I . � � r � I I I 11 Additional joists under kitchen island can i � i : i � : I � : I � ; � _TJ_-Pro-Rabing Information: 22-(3) 1 (0.135"x 31�") : I :. : � � I I I 11 11 - I Z : r : I I I � : I � I r I � � � i . Id . . ; : -(3) 1 13 improve floor performance. Recommend I � i : I I : I '' : � I Z : ! I � : 4 : I -_- ____ ___--------- 24 4 � i I : � I 0 I ! : : : I -- : I . : r I � � � I :. ! I : I : I I : (1)PS1 or PS2 sheathing,face grain vertical consulting designer of record and/or : � ! � I I I � : i : � I I . I I : � : : � r I P Weighted Average: ad I t � I : � : ; : � I � ____--- ________._�_-.--_____--_______-----i I : i � : � : � ; 4 11 P � . : � � I : : : 1. � : I � I � t i i � I . 4. � I Directly Applied Ceiling: Gypsum 1/2" : : : . . t . : 1. I : I . I ; � . � I I I . I t : I I r It : I I I . supplementing material list as appropriate. . I ; � � � � I "I I I I : : ; . OW ___ ________ ______ ---------- priate. ' I t . : � r I : v. I I � � � :, t . --- __.-_ —-___1 � . � : I � : � : L I � 4 �I f :. ; (2)Construction grade or better I t : I � : i � � I I P-I L_��' X : � � : � � Deck chment: Glue and� I : i 4 � I : ---______ i I I � � I � : : I : I 1 (3)Web stiffeners are always required for 22"and 24'TJIO 560D Joists � i I : ! : :I : � i r � ---I I : I : : t i � � � - I � : : : i I i : I : � --------______ _________,________---- ---- --- i : : : . i r � I : : I � I ;: I . :, :� I : I : � : I. t :. � i -. I � : k I � . : : � � :: I I [_H�_F54 - I : � I : L ,; . Decking Material: 23/32"x48"46"Weyerhaeuser Edge Gold Panel(0124)T&G SF� . : ; I I I . : � : : H3 : � I I : : . f I � : I � � � I : : I --- -- ____-__ ----------- i . : I � : � I . � � . L i �, . : : r : : I i � � "n rBackerBlocW install � : i : � :i I I I ! : i I i r � � I � � � � : : . i Perpendicular Partition: NO : _ _ : : i . : � I : � : r : . I � : I -. ------- _ 4 :. : :, . : . : I : I : : r � I : I : � : I � � r �. � i Double TJ10 Joist Filer Block: to top flange(tight tot bottom : 4 f I : : � I . ! : � : I : � � : Strapping at max 8'o.c.: None I I I : i. � --.------- -� : I i 1 1 1 1 . : : � 11 � , � No I Attach per the table below- flange with Moe mount hangers)- : I ! : : i : . I . t : � i : ? I I . .1. � __�_ �, -_ .1 . . � .. - - .1 � � 1. . ��: � ; � � : z : I I : : : I : . i Blocking at max 8'o.c.: --------------______- ___ : - � I I . I . � . 4 � � I � , � � . _____ - ____ -_ No_ Clinch nails when possible Attach per the table Ittelow.Clinch t r I : 4 : i � : — -___-�I-----:.__ __________1__ i—.1 .I � --.-- I i : I i i � : : i � : I . I it 0 ___ 111 I : � I : . : � i � � : I : : 11 f-No � : � , , i : I t I i i L :i : I, r . : 11 - -1. - nails when possible. � � � : � � : . L Pored Flooring* . ; � � . : : � I � : : __ ___ __ -------- ----------..----] �, I : . : : TSCal - . i . I . I i I 11 � i . I � I � I : I 11 . . - : I I t : I : : . . I r I : i r..— I I . I i � . ---____�____1�-,------ � \, � F � .: : I �A�j I . - ____ ,; I�� TSCal : � .� , : I � �i . . � : I� �� _�. r ....", _ �1, ��... . - . 0 - C'� : I t - - ;.�11: I Backer block L�__- � � I i both skies of wfelbFor triple TAR joist header conditions refer with single T.1101joist TSCal ,,-,, to Weyerhaeuser Technical Bulletin TB-M (A'A) TJR Depth,D Tit*Flange � Block Nail ��) � Width 1 Type Size Ckonfity less than 31J"—'-dler I Ocl(0.12fr x 3') 15 91j7<D<20" I Backer 10cl(O-12[r x 37) 15 3Y Filler _16_d(0-_1 351 x 37j') 15each side -------------------_____ Backer ,I Od(0-12[r x n 15 20"<D!;24* 3%' Filler 116d(0.135'x31F)1 25--each side G E NE RAL N OTE S: � I I I - Backer I I Od(0.12fr x 3") 1 1 � For nailing capacities refer to TB-1934(ASD)and TBffil(LSD) I I + Joists may be shifted up to 3"from on center spacing to avoid I I ,--, With top mount hangers,,backer block required only for hanger interference,flush beams and/or plumbing drops. DO i , downward loads exceeding 250(395 factored)lbs or flatir uplift IH2 ! condiflorts.For filler and backer block sizes see Weyerhaeuser N OT CUT JOIST FLANGES. i ,_,- Installation Gu We for Floor and Roof Framing,TJ-9001 I- 'a cu I + All EWP beams have been designed assuming full width support 0 ! W I of the members/plies, unless noted otherwise. I 0...I i WARNING M -C ; Joists are unstableNally 0 0 i Brading Inducles: + This drawing may contain deviations from the original project (= a- �Q :11111king :Sheaffiling :Stan Lines documents. It is the responsibility of the contractor to notify the 'a >_ i Hangers Ran Board ft.idd project Design Professional of these deviations to verify .@ I C: Z I i 0 1 .&- conformance with the original design intent of the project. I _�E � W i = -------- I 0 >% I _J = � ..... (D 11�",C) = 0,)t (V J@ r + This layout is intended for the use of Trus,Joist engineered wood .,,,�.. - '"' 1 4 1 ; SYMBOL LEGEND , ' ,� - U') 4, DO NOT walk onjoists DONOTwallronjoists DO NOT xfack buNding products only. The substitution of other wooid products with this . , ,5= ,-,.,,,, C)1,�, (a I � until braced. that are&fng flat. materials on unsheathed FX7X_ .�ol"-5 I �Ivl_ 2 INJURYMAYRESULT. joists.Stack only over Be=V Lnxffi Reriluirmeirt layout is NOT PERMITTED. Please identify the TJI, . I/I 4- 11L t � I � ________ I boom or waills. I---- 0. � _ 4 '�"' ' �,.) 7��' WARNING NOTES: — LIM LOW TimberStrand@ LSL, Microllam@ LVL and Para llam(D PSL stam s z � ��',14__P k23 ' 48928 ,� , 4�., "'. -2, .: 11 r Lack of proper bradng during construction can Fesull:In serious 0 POW Load on the product to ensure that this layout is valid for the products ,',*, .1-1.1 I �,:,O.. I i ,� ' . �accidents.Observe the following guidelines': , 11 U -11��.' :c -Ir - I— --t�, � I I � = Area Load � ,-, ",,-"1�,L�.� ,. " INICLUDES:Blocking,Hangers,Rim Board,Sheadirift Rim Joisill,Strut Lines .:._.� " , if�_' " T2, 945 � WARNING:JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY actually installed. .; ,. ' f-3 1 1 BRACING BBO Member By 01hii 11,,.I ��'." 'T,�_" ,_ I f, , , I " ii, I . - I I�! - 1, I t Lack of proper bracing during construction can re�ult in serious accidents-Otb�to fiollcouring guidelines: coo Closure By offiers �� I. --, -4, � t�-�,�!_..W_f___ --- -1 1.Property install all blocking.hangers,rim boards,and rim joists at TJI*joist and supporbs_ + Only header openings and roof loads which affect Weyerhaeuser k li - "IS 4� 2.Establish a permanent deck(sheathing),fastened to the first 4 limet of joists st the and of the bay or braced and wall. ULA Under Load Above 1, �P 11 . f I ly , � 3..fetyb.1k,goll,4(.1,imum'.slbonaledt.abr�er,d*lgorsl,..Id�alr,dtomchlolsL product sizes have been denoted on this layout. In addition to and•��;�',,'��i . W heet 1 4.Sheathing must be completely attached to each'17.116 joist before additional loads can be I pieced an the system. � Nt;i ilr; ..I-, 01 . �, � 5-rnds of cantilevers,require safety bracin,g on both the lop and bofficm Illanigm. 0 ToilleMWInarPunbing Drup I 'CS' detail callouts shown,solid blocking mind/ors quash blocks are "."_11r. , , 6-The Images must remain straight within Wilroan true alignment 1). : -r,Microlamn,Parallarn,TimberStrand,TA.TJ,and TrusJoistare regisitered bradernarks of I d �� --- Waft MUM I , r �- First Floor Framing Plan I r7 Tub Flillumbirg Drop i required to provide vertical load transferfrom all concentrated load 0 .; Weyerhaeuser W a 2014 Weyerhaeuser NR Corripany-All rights reserved -—- I ),, A Weyerhakeusia Scale:: 1/4" = 1'-Orr locations to foundation below. See Pocket Framers Guide for � . I i Dellaill CM"Lat" I i 0 1 - L4� ' I* -," , " _,�' -I r-l'I �� I � --I.& , ,11 11 I` r�_� __.'�* I � - " -1%�� <4 1 , I 1� � -11 1 i " �� , t .,��, �.�Z� �r � I � i I � 1 7 - I ��_ --na",k. __ � " il, `�,1� 1, I � ji ,P I f �e, ------------------------__ __ _______________ � @� appropriate detail(s). I -------- ----------- --------------------------------------------------_____..._______ - ------------------ ----------------------------------------------------- � � — -------. ------------ ---_______ !_ --- _ ____________ ---.--.------ ------------,------- -----�- ------- - -,---- -- - --- - ----.- --- ----!.--------------- A COMPLETE JAVELIN®LAYOUT INCLUDES THE'WEYERHAEUSER FRAMER'S POCKET GUIDE. . � I i THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING E 0 HOW MUCH IS YOUR TI E WORTH? WV) Tired of spending time nailing,screwing or bolting multi-ply beams UJ Z) E W 0 (1) 0 and columns together? Step p to a solid one-pieceZ � solution. o (0 Plat.mi.16d(0-135'x 3 T I at 10"on-center 4e,, 7 w 7 S= (D Q UF Z Blocking panel:Ili'T.P Ran Board,1" Vq 1"'TimberStrand"LSL U.1 CU U) �4' 0 ru or TJI*joist v. nii 0 'tiquire Web stiffener Toe-11, d on both 1Q. C: 10d(0.131"x T) sidr.AdAIWONLY (D at 6"on-center 0 (D M'' % Attach blocking per Rim Board Details and Installationin WeyerhaeAaisr 14.,rg , �!� i' r"', Inleftsfroo Guide for Fl"and Roof Framing,TJ-9001 Men sheathing thickness exceeds Ti% a) trim sheathing tongue at rim hoard /Plate nail-16d 16d(O.135n x 3Y) Ir X Floor panel V _;J, 131'x 2 2*)at V on-centeir' Web Stiffeners required 8d(0. _W p i,'}, 'r 777 _5 each side at A1 1T, A --11j-T.PRimBoard. (AMM3 1W only) 1Y Or I l2bTmrberSband"LSL artWorl-centr' Too nail-10d(0.131"x 3) (A� CA3.'Ij A3__ - -----------P5------------------- ------------------------- PARALLAMO PSL Beams & Columns F:.A3.1-A3.3instagabmspeciflmbons see Rim Board A31A3 Details and WNW on in Weyerho user Installation LI' l �W"�W Guide for Floor and Roof Framing,7.1-9001 The "solid"choice far framing larger width beams and columns. Pick it up,put it in, keep on framing! Load bearing or bractallshear"it cu .b-(roust stack war wall below) 16" D.C. Blocking panel:Ve�TP Pirn Board, - V,'or 112"TimberStrand"LSL a TJr`joist- 7� 2x4 rninimurn TSCa2 P1 squash docks q... ------------------------- Framing Connector Summary CY) PlotlD Qty Manuf Product Backer Biks Web Stiff H1 2 Simpson HHUS410 No No Per IRC R5027,blocking Web stiffeners required H2 I Simpson HHUS5.50/10 No No an both aid-.1 BlW required at each intermediate H3 3 Sim pson IUS2.37/14 No Yes and132WONLY support in seismic design I, Icategories DO,Dl,end D2 Blocking panels may be required with H4 48 Simpson IUS2.37/14 No No see detail B1 M r- 0 braced/shear wll-%above a below i H5 11 Simpson IUS2.37/9.5 No No 0 LA '0 CL 0 H6 6 Simpson IUS3.56/14 No No H9 15 Simpson MIU4.75/9 No No 2 c: -0 (b :3 3�- (2) 0 Products 4 ___N_et Oty 0 r_ E Load bearing or PlotlD Length Product Plies C 1E 24 (1) CU L24' 24-0" 14"TJ 1230 joist 1 12 .2 1.- .6 JL= 41 bmcefthear wan above (must stack wen wallBlocking panel:l'b"T.11"Rim Board, > J16' �O 0 below when present) 1Yor 1112�TirriberStrandi-SI, -2 L16' 16'0 14"TJI 230 joist 1 3 An r or TJ _1D M \ / L12' 12'0" 14"TJI 230 joist 9 0 Web stiffeners required on both sides of both AD �0 LBk1 1 V6 1/2" 14"TJI 230 joist 1 CL co Q) at joist ends MWONLY U) Sal 12 C14 1010a I L10' 14"TJI 230 joist 1 16 M ca L)-End of joists at centerfine L6. 6'0" 14"TJI 230 joist 1 4 :S >0 U) U) 0 < CI) _ L ofsupporl F- L4' 4'0" 14"TJI 230 joist 1 11 EL 2 L_ 72 < CL 1.2' 2'0" 14"TJI 230 joist 1 1 a- - U, :9 8 CU CL CO) _-Load from above J16'-2 16'0" 9 1/2"TJI 230 joist 2 30 cm a) E cu in- 8 J12' 12'0" 9 1/2"TJI 230 joist EL AD o 1 12 AD 0 CL'0 22'0" 14"TJI 560 joist 1 16 a') G An M Z5 20) 0 All 22-0" 13/4"x 9 1/2"2.OE Microllarn LVL I I 0 (a M CU U) 0).E M2 16'0" 13/4"x 9 1/2"2.0E Microllarrit LVL 1 1 2 0 0 �0 a) r- rA-31 Pi 18,01, 3 1/2"x 18"2.0E Parallam PSL(East) 1 1 Ca. 0) 5, Z a) a) P2 18'0" 5 1/4"x 18"2.OE Parallam PSL(East) (U P8 mi H9 a) 0 0 0) TSCa2 P10 P3 --------- ---------------- P3 18,01, 3 1/2"x 16"2.OE Parallam PSL(East) 1 1 -== a) a) AD 2X4 minimum --------- L--------------------------- P4 260" 3 1/2"x 14"2.OE Parallam PSL(East) 1 1 An U) -0 C AD :3 M c AD 'D -r-C14 Q) squash blocks H6 TS_Ga1 a) 'a AD > LA3J P5 270" 3 1/2"x 14"2.0E Parallam PSL(East) 1 1 E Use 2x4 minimum squash blocks to P6 16'0" 3 1/2"x 14"2.0E Parallam PSL(East) 1 1 .1Z L) -- = 0 6) 11 rc�j 5 >, 2 6 R-4 �v - An transfer load around TJPjoist P7 12'0" 3 1/2"x 14"2.0E Parallam PSL(East) 1 1 - P8 6'0" 3 1/2"x 14"2.0E Parallam PSL(East) 1 2 2 IZ 4- < 3: CL too 2 -0 8 ,60 P9 16'0" 5 1/4"x 14"2.0E Parallam PSL(East) 1 2 P10 14'0" 3 1/2"x 117/8"2.0E Parallam PSL(East) 1 2 Web stiffeners On 3 1/2"x 9 1/2"2.0E Parallam PSL(East) 1 1 required on both 8"diameter maximum hole for 117'" P11 8 J`12'� TSCal 16'0" 1 1/4"x 14"1.3E TimberStrand LSL 1 10 sides at E1W ONLY 16"deep blocking panels;6"diameterQj maximum for blocking panels 912" TSCa2 16'0" 1 1/4"x 9 1/2"1.3E TimberStrand LSL 1 5 Accessories deep or shorter than 12"long- Product Plies Net Qty 0 Do not cut flanges. F__��o 11 1/4" 7/8"x 2 5/16"Web Stiffeners 1 6 0 Cle)Cn 110 R4 23/32"x48"46"Weyerhaeuser Edge Gold Panel(0/24)T&G SF 1 6 C) L U) "49 2 Cf) 0 00 M2 H5 0 04 -0 Rim Board or C%4 10 1%-or 112"TimberStrand'LSL. FL Nail with 10d(0.131'"x 3") Y22' =7� nails,one each at top and P9 H4 N �E 1� I%�] I I . bottom flange. �7 WEB STIFFENER ATTACHMENT I/j"minimum 2sZ maximum HI P4 DO NOT KNOW WHY '2 fo TJ Nailing: See table below. H-37 H4 560,560D) THESE ARE ,560s TJI? Web stiffener both sides- L4 L6' See table below. With point load)from above,and no support below,instal web stiffener tight to top flange LEVEL NOTES Current Date: -- Tia)ght fit* (gap at bottom Mange) 2110/2023 P6 H4 C/) File Name: Naffling Requirements L sr-312945.jv1 0 Depth Minimum Web 'D Level Name: 2nd Floor TJI*Joist Series Number Nails -----------77�-- (1) (in.) Stiffener Size Type I t P8 Building Code-Design Methodology: IBC 2018 Cl) TSCal H6 End Intermediate LBk1' > -Pro Rati H4 cu x 2N6"(1) rA3 1 TJ ng(Weighted Average): 68 a) 110 All a) all) 8d L241 Minimum Level TJ-Pro Rating&Joist: TJ-Pro rating 49,joist Y22'(i38205) 16 210 �/"x 2 All 4 ,4 1:�) x %.41) (0-1121"x 2/1,�"') io Ref, Maximum Level TJ-Pro Rsting&Joist: TJ-Pro rating 69,joist Ll 0'(i38294 230&360 All 8 2 3 3 FLOOR to Ri, to R t Floor 560 All 2x40 16d :"63"o I Container: FC8,FC9,FC12 (0.135"x 31/�",') ResidentialLivingAreas `0 I '64 Use/Occupancy: 18" 4L4 U) Floor Area Loading is: 40.0 lbtft2 Live Load&10.0 Ib/ft2 Dead Load 16d 20- 5 5 Maximum Allowed Deflection: LA80 Live Load&L/240 Total Load L10' 560D 2x4 (3) 1 1 1 L12' 22- (0.135"x 31�") 6 TJ-Pro Rating Information: 24-0) 1 IRL FM O (n Weighted Average: FC8:W, -U;FC 12.66 (1)PS1 or PS2 sheathing,face grain vertical Directly Applied Ceiling: Gypsum 1/2" (2)Construction grade or better Decking Attachment: Glue and Nail (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists Decking Material: -23-i32i'i4--8"x-96'-'Weyerhaeuser Edge Gold Panel(0/24)T&G SF Perpendicular Partition: No Hanger Backer Block:Inslitall tight Double TJI10 Joist Filer Block: to top flange(tight to bottmm Stripping at max 8'o.c.: None Attach per the table below. flange with face mount hangers). ------ CAinrh roils when possible. Attach per the table belowir.Clinch Blocking at max 8'o.c.: No Poured Flooring: nails when possible. No TSCal TSCal _J Backer block both sides of web For triple T.116joist header conditions refer with single TJlcjoist TSCal to Weyerhaeuser Technical Bulletin T&M Architectural_Deviabom TJIO Depth,D Tile Flange Block Nail width Type Size Quantfity Weyerhaeuser beanin product has Im than 31,e Filler 1 Ocl(0.12lr x 3") 15 �been added to supp.,ort design loads 91�7<D5 2(r Backer I Od(O-1 2[r x 7) 15 �from above. 3Y Filler 16d(0.135x 31j') 15-each)side Backer .12(r x 37) 15 Filler 116d(0.1WX31j") 25-eachiside GENERAL NOTES: 20"<D<24" 3117 I Backer I I 0d(0_1 21r x 3-) 5 For roiling capacities refer to TB&W(ASD)and TB-%1(LSD) + Joists may be shifted up to 3"from on center spacing to avoid With top mount hangers,badier block required only for downward loads exceeding 250(395 factored)Ibs or for upM hanger interference,flush beams and/or plum,lbing drops. 00 conditions.For filler and backer block sizes see Weyerhaeuser NOT CUT JOIST FLANGES. Instaffadon Guide thr Floor and RoofFraming,TJ-90CM. 'a cu + All EVVP beams have been designed assuming full width support 0 WARNING of the members/plies,bers/p lies, unless less note d otherwise.erwise. Joists are unstableliberally 0 Bracing Includes: + This drawing may contain deviations from the original project •81-ft shealting :startums documents. It is the responsibility of the contractor to notify the >_ •Hinges Ri.Board Rias idlat C Z project Design Professional of these deviation s to verify cn 0 *,*L', "..""" a) a- conformance with the original design intent of the project.` 0 0 DO NOT walk onjoists DO NOT walk onjIdists DO AfOT stack buffillng SYMBOL LEGEND + This layout is intended for the use of TruFJoist engineered wood 1 fi I .C.I ". L0 cu until braced. that are lying flat. materials on unsilmisi p ro ducts on ly. Th e substitution of other woad ' rb' ucts with this C:) INJURYMAYRESULT. Joisits.Stock only overTJI, T_ 2 beams or wall& IJ F�E Bearing tM4h Requirmert layout is NOT PERMITTED. Please identify t 'e TJ I, WARNING NOTES., Line LOW Tim berStran 0 LSL, Micro IlamG LVL and arallamIRI PSL stapps, Lack of proper bracing during construction can result In sadoto a. v , i R23-248928 atocklents.Observe the tolloviling guidelines: Point Load I I" . on the product to ensure that this layout is valid for the pradG S�` I -T WARNING:JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY ArealLoad BRACING INCLUDES:BlAticking,Hangers,Rim Board,Sheathing,Rim JOK Strult Lines actually installed. BB0 Menitim By Others SP312945 Lack of proper bracing during construction can result in serious accidents-Observe the following gutAidefines y 1.Properly instal all blockft,hangers,rim boards,and rim joists at TJI*joist end support& CBO ClArisuire By Offiers + 0 n l y h ea der o pen i n g s a nd ro of lo ad s wh i c h affe ct Weye rha e u s 4r 2.Establish a permanent deck(sheathing),fastened to the first 416d ofjoists at the and of the bayr m traced and wall. UtA Under Load Above 3-salary bracing of U4(minimum)must be naled to a braced end wall or sheathed area and to each joilst. Sheet 4.Sheathing must be completely attached to each TJI*IOU before additional loads can be placed ion the system. product duct sizes have e been n denoted oted on this la yo 6t. In addition to and 5 Ends of cantilevers require safety briscog on both the top and bottom tainges- TOWIlShmerPlundbing prop 'CS' detail callouts shown, solid blocking and/or squash blocks are 6.The langes must remain straight within W torn true alignment Second Floor Framing Plan M Tub Pluinbilng Drop A Weyerhaeuser,Miemliam,Parallam,TimberStrand,TA,TJ,and Trus Joist are registered firadernarks of required to provide vertical load transferfrom aill concentrated load 2 of 3 Weyerhaeuser W 0 2014 lifterhaeuser NR Compiany-All figirils reserved Waft Above L4Z L Scale: 1j/4" V-0" lo catio ns to foundation below. See Pocket Framers G uid e fo r Dellaill Cae"Latiel appropriate deta il(s). A COMPLETE JAVELINS LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE. THINK SAFETY-READ INSTALLATION INIFORMATION BEFORE PROCEEDING E HOW MUCH IS YOUR TIME WORTH? Tired of spending time nailing,screwing or bolting multi-ply beams Lu and columns together? Step p to a solid one-piece solution. wo 4) 0 70 CAI 0 CL T Z 0 Lu 0 M 0) I.V M 0 U CU P, 0 V Coll P. 1; (D CD QJ fit. X • Itt U) (D 5 7-, Ito Cn PARALLAMO PSL Beams & Columns The "solid"choice for framing larger width beams and columns. Pick it up,put it in, keep on framing! 0) Products PlotlD Length Product Plies Net Oty P11 18'0" 5 1/4"...... f._0Ef_Ra_�11am_PS1L_(East) 1 1 (n 75- 0 0 Mn -0 M c =3 C U) au, 2 -0 2 '- 1 y :3 A2 a) Q 0 ) o E 2 a Lz ;Fi CD r (I) cu = S; :3 M 0 0 _Q) CL U a) C fOnLQ a) 0& M CU -1 ( C CL < S , , 2 -2 0 0 0 CL 0 -(60 = = a 0 CL 0 Z_ 0): (u Im 22 E Cr) t 'Fn — 0" 0 0) (U U a) 0 '0 a 22 :Z) CX 0 tm O Q) e (L U) co 0 Wo IF_E F- Q CL 13 0 0 4- Pi V (1)Ui M (D ut --- -- ---------i--------------- 0) (L)4Z) > 0 Co r a) n E _CZ I-- J- t5 0 IM :3 C'b �N m 2 0 13- U) M ZA 0 ct) • CY) > 00 0 014 Z_ V 4:1) CL Design 16_ X ...... ttic 11L 20 psf Live Load (1) 10 psf Dead Load CL [IRoof-shown' stem with is a conventional compression roof system 0 11 roof loads being transferred to exterior walls.No roof loads C Roof Design Loads: I Cl) 25 psf Live Load(Sri have been applied to the interior for the design of this (Snow) > structure unless otherwise noted. 15 psf Dead Load Q) _ I GENERAL NOTES: + Joists may be shifted up to 3"from on center spacing to avoid hanger interference,flush beams and/or plumbing drops. DO NOT CUT J CIST FLAN GE S. ca + All EWP beams have been designed assuming full width support 0 IX of the members/plies, unless noted otherwise!. WARNING Joists are unstable until bracedlaEerally + This drawing may contain deviations from the! original project Bracing Includes: documents. It is the responsibility of the contractor to notify the •Bkhing •Shealhing •shat Lines 1 : Z •H-gers •Rim Bonal Rim JdA project De sign Profe ssion al of the so deviations to v orif y 0 a) CL conformance with the original design intent of th0ebjeCt.r__,., t _J SYMBOL LEGEND + This layout is intended for the use of TrusJois gi tiered w"6Qd 0 A@ L0 DO NOT walk on Joists W HOT walk on joists M NOT stack budding products only. The substitution of other wo od;,pVoau,cts W,it'h't.is C) 2 that are 44ng ffat. layout is NOT PERMITTED. Please identify tA e-, IrN%I "� T_ i until braced. manterials on unsheaffied BeMV Lengftl ReWilirmerit """; , , -i 5'S' U INJURY MAY RESULT. ftoists.Stack only over WARNING NOTES: r �tta stamps -248928 beams or walls. Line UNd Tim berStran d@ LSL, Micro Ilam(9 LVL and Pa R23 Lack of proper bracing during construction can result ini serious PC"Load o n th e pro du ct to en sure that th is la yo Lit is v a lidf&tk WrrodiJ ct�' accidents.Obsew the following guidelines: Aim 11-nalill actually installed. lfiWARNING:JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY 11..'�1�, L 1,� of..;:I .-sr-31 2945 B130 Membeir By Offiem BRACING INCLUDES:Blocking,Hangers,Rim Board,Sheathing,Rim Joist,Strut Lines Lack of proper bracing during construction can result a%serious accidents-Observe the!Wowing guidelines: MCI Cbsure By 0111him + 0 n l y h ea der o pen i n g s a nd ro of lo ad s wh i c h af-fe ct Weye rhabu'ser 1.Property instal all blocking,hangers,rim boards,and rim Joists at TJI*idst end supports- ULA Underl-naidlAtime Sheet 2.Estathfish a permanent deck(stw"Ming),hastened to the first 4 feet of joists at the and of the:bay or braced end wall- product sizes have been denoted on this layout. In addition to and &Salary bracing of Ix4(mkdmum)must be nalled to a braced and wait or sheathed me and tto each joist 4.Sheathing must be completely attached to each TJ&Joist before additional loads can be plaaced on the system. 0 TodelMhowerPluitribling Drop CS' detail callouts shown,solid blocking and/or squash blocks are 5.Ends of blevmrequim-ftybmcigmbathOtp-dbft—l-g-. 117�M Tub PI=MM U 6.The I= might within V from true:alignment d to provide vertical load transferfrom all concentrated load si es must remain straight Ceiling Firaming Plan require 3 of 3 A Weyerhaeuser,Micruflarnt,Paralann,TwnberStmnd,TA,TJ,and Trus Jc4st are registered hademarks of Waft Above locations to foundation below. See Pocket Framers Guide for Weyerhaeuser W 02014 Weyerhaeuser NR Co ripAll rights reserved- Scale: '114" = V-0" Wad caftf Law appropriate detail(s). A COMPLETE JAVELIN®LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE.