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�o�OS1)FFOI py Town of Southold 7/31/2024 o P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45415 Date: 7/31/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 305 Fay Ct,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-5-36.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/26/2021 pursuant to which Building Permit No. 50596 dated 4/26/2024 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with covered front entry, second floor balcony, second floor covered porch and attached garage as applied for per ZBA#7254&7256 dated 4/24/2019. The certificate is issued to 305 Fay Ct LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0522 5/13/2024 ELECTRICAL CERTIFICATE NO. 46442 7/20/2023 PLUMBERS CERTIFICATION DATED 4/29/2024 uk ugdin Auth 'z d i nature o�SuffotK�o TOWN OF SOUTHOLD . aye BUILDING DEPARTMENT y 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#: 50596 Date: 4/26/2024 Permission is hereby granted to: 305 Fay Ct LLC c/o Robert Engel 31 Langton Dr Holmdel, NJ 07733 To: Construct new single family dwelling as applied for per SCHD approval and with flood permit. Replaces BP#46442 At premises located at: 305 Fay Ct, Mattituck SCTM #473889 Sec/Block/Lot# 123.-5-36.10 Pursuant to application dated 5/26/2021 and approved by the Building Inspector. To expire on 10/2612025. Fees: PERMIT RENEWAL $928.70 Total: $928.70 Building Inspector o�SUFFot�leo TOWN OF SOUTHOLD ay 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#: 46442 Date: 6/18/2021 Permission is hereby granted to: 305 Fay Ct LLC c/o Robert Engel 31 Langton Dr Holmdel, NJ 07733 To: Construct new single family dwelling as applied for per SCHD approval and with flood permit. At premises located at: 305 Fay Ct, Mattituck SCTM #473889 Sec/Block/Lot# 123.-5-36.10 Pursuant to application dated 5/26/2021 and approved by the Building Inspector. To expire on 1211812022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,522.40 CO-NEW DWELLING $50.00 Flood Permit $100.00 Total: $1,672.40 Building Inspector OF SO!/T�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(.M-town.southold.ny.us Southold,NY 11971-0959 OIyCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 305 Fay Ct LLC Address: 305 Fay Ct city:Mattituck st: NY zip: 11952 Building Permit#: 46442 Section: 123 Bock: 5 Lot: 36.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Country Club Electric License No: 63975ME SITE DETAILS Office Use Only Residential X Indoor X Basement 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 Heat Duplec Recpt 48 Ceiling Fixtures 23 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 62 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 6 Transfer Switch UC Lights 12' Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect 3 Switches 3p 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Oven, Hood, Mini Fridge, DW, Fridge, Micro, MD, 200A Panel 40 Circuit/28 Used 18- arc/gfi breakers Notes: New Two Story w/ Crawl Space Inspector Signature: July 20, 2023 S.Devlin-Cent Electrical Compliance Form i Town Hall Annex �'�� OG�� >, �T4L ht5neV634765-1802 54375 Main Road P.O. Box 1179 c Southold,NY 11971-0959 0MAY - 3 2024 �."',j BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: z Building Permit No. � q- Owner: g0 6 erg _s cL r In � I (Please print) Plumber: L(A�Kc&ed i ✓1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this a - -- day of L 20 Notary Public, QCounty DIANNE C VIEIRA NOTARY PUBLIC:STATE OF NEW YORK Registration No.01V16442157 Qualified in Suffolk County Commission Expire October 112026 - of SO//j,�� # # TOWN OF SOUTHOLD BUILDING DEPT. �rourmN�' 765-1802 i INSPECTION . UNDATION 1ST- ROUGH PLBG. FOUNDATION 2ND [ ]- INSULATIOWCAULKING ( ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ = ] FIRE SAFETY•INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A&W.A 70 DATE 11 INSPECTOR OE SObTyo� # OF SOUTHOLD BUILDING DEPT. TOWN co ��' 765-1802 y INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPI [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: a,,d J DATE 3 INSPECTOR Ll 2- 0305 / OF S OUTyOIo L �v # TOWN F SOUTHOLD BUILDING DEPT. • .ao co 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: "e y tbt DATE7,7 IZ9 INSPECTOR J OF SOUTyOI# TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] OUNDATION 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: ro-41- (dAJZ,A- C70AA C40 ® vy,-_ i/(u DATE O ?/ INSPECTOR SOGTyolo (✓}'Vl `'1`r( 12- --2-2 o # # TOWN OF SOUTHOLD-BUILDING DE T. 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: DATE INSPECTOR *OF SOUTyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 r.- INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL t [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 04 DATE INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 D RCRETVI�Date: September 10, 2021 DD S E P 2 1 2021 To: Town of Southold Building Dept. Re: Foundation/Damp Proof Inspection BUILD]NG DEFT' 305 Fay Ct. LLC TOWN OF SOUTHOLD 305 Fay Ct. Mattituck,NY 11952 Permit#46442 To Whom It May Concern: This letter certifies that Foundation and Damp Proof Inspections was performed on the above mentioned Dwelling and all work was installed as per plan and as Per New York State Building Code. Any questions feel free to call. °F NCO, Y ,j DEF 0 in rely, 0�, 0 LU Jame eerkoski P.E. fnQA 25 ROss1oN r Building-Envelope and Duct Tightness Report' j 2018 MCC as amended,by the 2020 New York State Supplement,section§R402:4.1.2.and 111403:14 . Address of Test 305',Fay Court,;Mattituck 9 ��' } 'i ";'': Test Date 3/25/2024`, ' Building Permit#: !€ I[ jqrq?liance Pathway. Performance. i 4F Test Completed by:,''Christopher.Silvia. , w {. MAY _ 3 2024-- 1SNET Rater.ID'# 4150294 Home Energy Solutions NATE ID#. y 187'East.Main Street _ ICC.ID# ; Hutitington;NY-11743' 1"ti'`T`f ' I ' , BPI 631-673-0664 f m . BURding Envelope Tightness „ t Volume Calculation: Check if: Floor Area' Volume ❑'Conditioned Basement Basement Conditioned Crawl Space 1st 1165 , 10489 :- 0 Sealed Attic 2"d 1092 13105 *The conditioned floor area of dwelling is'calcdlated'in 3`d accordance with ANSI Z765;'except that conditioned:floor, Attic 8490 a in �,de&areas ere the ceiling height.is less than 5 'Total•Volume 32084 CFM @50 pa I ':9-08.0 Air,changes/hr@ pa 1.70 Code'Compliancec Duct Tightness: Post Construction e - otah Duct.Leakage System=l:`1st Floor Duct Location Basement -------------------------- Floor Area 1.165. - Leakage' CFM @ 25pa 45.8 CFM/100,ft2 CFA 3.93 Code Compliance: System-2: 2nd Floor Duct Location Conditioned.Space, Floor Area " Leakage- CFM @ 25pa N/A CFM/,100. ft2-CFA N%A Code Compliance: ;Ezempt: System-3: Duct;Location-------------- -------- ' Floor'Area. Leakage - :CFM @'25pa CFM/100 ft2 CFA Code Compliances All building envelope'tightness'has,been'verifed,and,conducted-in accordance with,RESNET/ICC 380 ASTM E779 or ASTM E1827,'as' required by 2018 IECC as'amended by,the,2020.Nerd York State-Supplement,•,'section,.R402:4.1.2. The'building duct and plenum system'has been"veri tedas requir6d�bi �ihe 2018;IECC'as arr 6hdedby 2026'New'York'State Supplement Section°R403:3:4: _" . . Signature:, `y Date: 3/25/2024" Christopher;9ily'a;Ho ue:Pne,rgy Solutions ❑p �� )� - - �.0.5 Fay.�Cfo. � --�' V _ -- ck;N—J 1�1j952 - eU - : ; n MAYS-2024 AA J1 • MIL ANUAL-J,,S,_&D 4L:0-AD�IICALCU "AT-1.O EG Ss , S Prepared By. Fernando iRecinos Job itle: Draftsman ® I� Signature: _ _ _ Date:-March 2 ,2024 AX '41 61 IIkI � ( IS STA D 4 AM METAL ROOF L251 -BRACKET — —C=k— la L. I IV'� 1 ® � N► �D�SO ( �I AVE , E MA— - lTTITU10 K),_NY 11 �5 N— 4)-4-2-9 Hkolb Load Short Form Job: Engel Res. Date: Mar 21,2024 IAEATIh1G}COOLING Entire House 6y: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@koibmechanical.com Project • • For: Engel Residence 305 Fay Court, Mattituck, NY 11952, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(OF) 12 90 Method Simplified Inside db(OF) 70 72 Construction quality Average Design TD(OF) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT 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 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) FU#1 1096 15098 17752 523 523 FU#2 1058 20845 24492 1140 1140 Entire House 2154 35943 41130 1663 1663 Other equip loads 0 0 Equip. @ 0.95 RSM 39074 Latent cooling 5887 TOTALS I 2154 35943 I 44960 I 1663 I 1663 Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightSoft� 2024-Mar--21 10:39:36 ..W. ....,. , q Right Sude®Universa12022 22.0.07 RSU10077 Page 1 /�+�+ ► ...Manual VslEngel ResidencelEngel Residence.rup Cale=MJ8 Front Door faces: N Hkolb Load Short Form Job: Engel Res. Date: Mar 21,2024 HEATING+COOLING FU#1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Engel Residence 305 Fay Court, Mattituck, NY 11952, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(OF) 12 90 Method Simplified Inside db(OF) 70 72 Construction quality Average Design TD(OF) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1B040U3PSB** Cond 4TWR4018G1000 AHRI ref 203862597 Coil C(A,C,D,E)24A3G+S8X1A040M3PTA+TDR AHRI ref 205664833 Efficiency 96 AFUE Efficiency 12.8 EER, 15.5 SEER Heating input 40000 Btuh Sensible cooling 10990 Btuh Heating output 39000 Btuh Latent cooling 4710 Btuh Temperature rise 68 OF Total cooling 15700 Btuh Actual air flow 523 cfm Actual air flow 523 cfm Air flow factor 0.035 cfm/Btuh' Air flow factor 0.029 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (it2) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 1096 15098 17752 523 523 FU#1 1096 15098 17752 523 523 Other equip loads 0 0 Equip. @ 0.95 RSM 16864 Latent cooling 2869 TOTALS I 1096 I 15098 I 19734 I 523 I 523 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rk wrightsoft° 2024-Mar--2110:39:36 C .,.�.a, Right-Suite®Universal202222.0.07RSU10077 ' Page 2 ...Manual'J'slEngel ResidencelEngel Residenoe.rup Calc=MJ8 Front Door faces: N HkolbC.) Load Short Form Job: Engel Res. FU#2 Byfa• FRr 21,2024 HEATING+C001-1N Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Engel Residence 305 Fay Court, Mattituck, NY 11952, Mattituck, NY 11952 Design Information Htg Cig Infiltration Outside db (OF) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(OF) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1B060U4PSB** Cond 4TWR4036G1000 AHRI ref 203862598 Coil TEM4BOC37M31++TDR AHRI ref 209067868 Efficiency 96 AFUE Efficiency 11.7 EER2,14.3 SEER2 Heating input 60000 Btuh Sensible cooling 23940 Btuh Heating output 58000 Btuh Latent cooling 10260 Btuh Temperature rise 46 OF Total cooling 34200 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#2 1058 20845 24492 1140 1140 FU#2 1058 20845 24492 1140 1140 Other equip loads 0 0 Equip. @ 0.95 RSM 23267 Latent cooling 3017 TOTALS I 1058 1 20845 26285 I 1140 1140 BoldAtallc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft" 2024-Mar-2110:39:36 Right-SudeO Universal 2022 22.0.07 RSU10077 Page 3 AC& ...Manual'J'slEngel ResidencelEngel Residence.rup Cale=MJ8 Front Door faces: N kolb Building Analysis Job: Engel Res. Date: Mar 21,2024 HEntire House By: FIR HEATING +COOLING, Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • . • For: Engel Residence 305 Fay Court, Mattituck, NY 11952, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 67 ft Design TD(OF) 58 18 Latitude: 420N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Daily range(OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh %of load Walls 3.8 7855 21.9 �I rfi ltration Glazing 33.1 18500 51.5 Doors 0 0 0 Ceilings 1.2 1301 3.6 Floors 1.7 75 0.2 Infiltration 3.1 8213 22.8 �lirgs Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 359431 100.01 ding • • • Component Btuh/ft2 Btuh %of load Walls 1.3 2749 6.7 VW Glazing 49.9 27847 67.7 ► (firs Doors 0 0 0 Ceilings 0.6 674 1.6 Floors 0.5 23 0.1 fit�m Infiltration 0.4 1077 2.6 Cbs Ducts 0 0 Ventilation 0 0 Internal gains 8760 21.3 Blower 0 0 Adjustments 0 a�rg Total 1 1 411301 100.0 Latent Cooling Load=5887 Btuh Overall U-value=0.130 Btuh/fF°F, Window/Floor Area=25.9% WARNING:window to floor area ratio=25.9%-more than 25%. Bold/italic values have been manually overridden � wrightsoftd 2024-Mar-2110:39:36� ,..A• .• .w Right-Suite®Universal2022 22.0.07 RSU10077 Page 1 g Manual'J'slEngel ResidencelEngel Residence.rup Calc=MJ8 Front Door faces: N olb Building y Anal $Is dab: Engel Res. 'Hk Date: Mar 21,2024 FU#1 By: FIR HEATING+COOLING, Kolb Mechanical 11500 Old Sound Ave.,Matrduck,NY 11952 Phone:(631)2985527 Email:info@koibmechanical.com Project • . • For: Engel Residence 305 Fay Court, Mattituck, NY 11952, Mattituck, NY 11952 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 67 ft Design TD(OF) 58 18 Latitude: 420N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gNlb) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Dailyrange(OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/fF Btuh %of load Walls 3.8 3868 25.6 Glazing 33.2 7179 47.6 WAI rMtbaticn Doors 0 0 0 Ceilings 2.8 134 0.9 Floors 1.7 56 0.4 Infiltration 3.1 3861 25.6 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 15098 100.0 as ing Component Btuh/itz Btuh %of load Walls 1.3 1354 7.6 VVII Glazing 54.5 11768 66.3 r131 El Girs Doors 0 0 0 Ceilings 2.7 127 0.7 Floors 0.5 17 0.1 Infiltration 0.4 506 2.9 tsQ' Ducts 0 0 Ventilation 0 0 Internal gains 3980 22.4 Blower 0 0 Adjustments 0 Ctg Total 177521 100.0 Latent Cooling Load=2869 Btuh Overall U-value=0.147 Btuh/ft?°F, Window/Floor Area=19.7% Data entries checked. Bold/italic values have been manually overridden A � wrighvsoft- 2024Mar-21 10:39:36 Ill,:k »�'� Right-Suite®Universal 2022 22.0.07 RSU10077 Page 2 Manual VslEngel ResidencelEngel Residence.rup Catc=MJB Front Door faces: N Hkolb Building Analysis Job: Engel Res. 9 y Date: Mar 21,2024 FU#2 By: FIR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)2985527 Email:info@kolbmechanical.com Project • • For: Engel Residence 305 Fay Court, Mattituck, NY 11952, Mattituck, NY 11952 Design C• • • Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 67 ft Design TD(OF) 58 18 Latitude: 420N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Dailyrange(OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Average Wrid speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuhffl:2 Btuh %of load Walls 3.8 3987 19.1 vWl rrilbation Glazing 33.1 11320 54.3 Doors 0 0 0 Ceilings 1.1 1167 5.6 Floors 2.1 19 0.1 Him Infiltration 3.1 4352 20.9 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 208451 100.01 °aziIU Component Btuh/1F Btuh %of load Walls 1.3 1395 5.7 Vifi Glazing 50.2 17193 70.2 Irf��rs Doors 0 0 0 Ceilings 0.5 547 2.2 an Floors 0.6 6 0.0 Ir9s Infiltration 0.4 571 2.3 Ducts 0 0 Ventilation 0 0 Internal gains 4780 19.5 Blower 0 0 Adjustments 0 (erg Total 244921 100.0 Latent Cooling Load=3017 Btuh Overall U-value=0.121 Btuh/fF--°F, Window/Floor Area=32.4% WARNING:window to floor area ratio=32.4%-more than 25%. Bold/italic values have been manually overridden -Pp- Wrightsof•" 2024-Mar-2110:39:36 + .�«•• .� Right-Suite®Universal202222.0.07RSU10077 Page ACC ...Manual'J'stEngel ResidencelEngel Residenoe.rup Calc=MJ8 Front Door faces: N kolb Projt S Job: Engel Res. Date: near 21,zoza Entireec Houseumma�/ By: FIR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)2985527 Ema'il:info@kolbmechanical.com Promect Information For: Engel Residence 305 Fay Court, Mattituck, NY 11952, Mattituck, NY 11952 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 35943 Btuh Structure 41130 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 35943 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 39074 Btuh Method Simplified Latent Cooling Equipment Load Sizing. Construction quality Average Fireplaces 1 (Average) Structure 5887 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh' Heating Cooling Area(ftz) 2154 2154 Equipment latent load 5887 Btuh Volume(ft) 20444 20444 Air changes/hour 0.38 0.16 Equipment Total Load(Sen+Lat) 44960 Btuh Equiv.AVF(cfm) 129 55 Req.total capacity at 0.70 SHR 4.7 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 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 BoldAtalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoft' 2024-Mar--21 10:39:36 „� .-•�• ��- Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1�(� Manual'J'slEngel ResidencelEngei Residence.rup Cato=MJB Front Doorfaces: N Pro ect Summary Job: Engel Res. Hkolb FU 1 Byte: FIR 21,2024 HEATING *COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Pronect Information For: Engel Residence 305 Fay Court, Mattituck, NY 11952, Mattituck, NY 11952 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15098 Btuh Structure 17752 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15098 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 16864 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2869 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(fl2) 1096 1096 Equipment latent load 2869 Btuh Volume(fl3) 9864 9864 Air changes/hour. 0.37 0.16 Equipment Total Load(Sen+Lat) 19734 Btuh Equiv.AVF(cfm) 61 26 Req.total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1B040U3PSB** Cond 4TWR4018G1000 AHRI ref 203862597 Coil C(A,C,D,E)24A3G+S8X1A040M3PTA+TDR AHRI ref 205664833 Efficiency 96 AFUE Efficiency 12.8 EER, 15.5 SEER Heating input 40000 Btuh Sensible cooling 10990 Btuh Heating output 39000 Btuh Latent cooling 4710 Btuh Temperature rise 68 OF Total cooling 15700 Btuh Actual air flow 523 cfm Actual air flow 523 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.029 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.86 BoldAtallc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti - wrlgfstsoft^ 2024-Mar--21 10:39:36 Right-Suite®Universal202222.0.07RSU10077 Page �+� ...Manual'J'slEngel ResidenoelEngel Residence.rup Calc=MJB Front Doorfaces: N Pro ect Summal'V Job: Engel Res. Hkolb C,r n '7 Date: Mar 21,2024 1-lJ G By: FIR HEATING f COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Prowect Information For: Engel Residence 305 Fay Court, Mattituck, NY 11952, Mattituck, NY 11952 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20845 Btuh Structure 24492 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20845 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 23267 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3017 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1058 1058 Equipment latent load 3017 Btuh Volume(fly 10580 10580 Air changes/hour 0.39 0.16 Equipment Total Load(Sen+Lat) 26285 Btuh Equiv.AVF(cfm) 68 29 Req.total capacity at 0.70 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1B06OU4PSB** Cond 4TWR4036G1000 AHRI ref 203862598 Coil TEM4BOC37M31++TDR AHRI ref 209067868 Efficiency 96 AFUE Efficiency 11.7 EER2,14.3 SEER2 Heating input 60000 Btuh Sensible cooling 23940 Btuh Heating output 58000 Btuh Latent cooling 10260 Btuh Temperature rise 46 OF Total cooling 34200 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.89 BoldAtalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrrightsoft' 2024-Mar--2110:39:36 Right-Suite®universal 2022 22.0.07 RBUID077 Page ...Manual'J'slEngel ResidencelEngel Residence.rup Calc=MJ8 Front Doorfaces: N kolb Right-J®Worksheet Job: Engel Res. IiEATING+COC)LING Entire House Date: Mar21,2024 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)2985527 Email:info@kolbmechanical.com 1 Room name Entire House FU#1 2 Exposed wall 278.0 It 138.0 ft 3 Room height 9.5 ft 9.0 ft 4 Room dimensions 5 Room area 2154.0 ft' 1096.0 ft' Ty Construction U-value Or I HTM I Area (ft') Load I Area (ft') Load number (Btuh/ft'-°F (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 1217-0sw 6.065 ne 3.77 1.32 750 556 2098 734 360 284 1069 374 10B-w 0.60d ne. 34.80 24.30 20 .0 711 496 20 0 711 496 1 D-c2ow 0.570 ne. 33.06 44'.59 173 0 5725_ 7721 _ 56 0 . - 1851 2497 v 12F-0sw 0.065 se 3.77 1.32 571 507 1910 668 261 261 964 344 11 " 1 D-c2ow 0.570 se 33.06 55.09 65 0 2132 3553 0 0 0 0 12F-Osw 0.065 sw 3.77 1.32 750 527 1988 696 360 256 '965 338 -�G ID-c2ow b.570 sw 33.06 55.09 167 0 5513 9187 48 0 1587 2644 t-G IDc2owd. 0.570 sw 33.06 55.09 56 0 1851 _ 3085 56 _ 0 1851 3085 Vy 12F-0sw 0.065 nw 3.77 1.32 571 493 1860 651 261 225 850 297 L-G 1 D-c2ow 0.570 nw 33.06 44.59 78 0 2568 3463 36 0 1179 1590 C. 16X30-30ad 0.032 - 1.10 0.52 1658 1058 1167 547 '0 0 0 0 C C Dart ceilina. 0.049 - 2.85 2.70 47 47 134 127 47 47 134 127 F 19A-2lbswp 0.045 - 2.08. 0.65 9 . 9 =. 19 .. 6 0 0 0 0 F 19A-30bswD 0.034 - 1.65 0.51 34 34 56 17 34 34 56 17 6 c)AED excursion 1 341 1455 Envelope loss/gain 27730 31293 11237 13266 12 j a) Infiltration 8213 1077 3861 506 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 12 2760 6 1380 Applianoes/other 6000 2600 Subtotal(lines 6 to 13) i 35943 41130 1 15098 17752 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 35943 41130 15098 17752 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 35943 41130 1 1 150981 17752 Air required(cfm) 1663 1663 5231 523 Calculations aaDroved by ACCA to meet all reauirements of Manual J 8th Ed. -i�►- wrigf��cotYY 2024-Mar-21 10:39:36 •- ^�-Y° Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 ...Manual'J'slEngel ResidenoeW-ngel Residenoe.rup Calc=MJ8 Front Door faces: N ®k9 1 b Right-A Worksheet Job: Engel Res. Entire House Date: Mar 21,2024 HEATING+COOLING By: FIR Kolb Mechanical 115GO Old Sound Ave.,Mattituck,NY 11952 Phone:(631)2985527 Email:info@kolbmechanical.com 1 Room name FU#2 2 Exposed wall 140.0 ft 3 Room height 10.0 ft 4 Room dimensions 5 Room area 1058.0 ft' Ty Construction U-value Or 14TM I Area (ft') Load Area Load number (Btuh/ft'--F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 12F-0sw 0.065 ne 3.77 1.32 396 273 1029 366 —G 10134 0.600 ne 34.80 24.30 0 0 0 0 . G, -1D--c2ow_ 0.570 ne 33.06, 44.59 . 117 :0 3874 5224 . 12F-0sw 0.065 se 3.77 1.32 310 246 926 324 11 r--G 1D-c2ow 0.570 se 33.06 55.09 65 0 2132 3553 12F-Osw 0.065 sw 3.77 1.32 390 271 1023 358 1Dc2ow 0-570 sw 33.06 55.09 119 0 3926 6542 1Dc2ow4 - 0.570 sw - 33.06 55.09 0• 0 0 0 V►J 12F-0sw 0.065 nw 3.77 1.32 310 268 1010 354 L—G 1D-c2ow 0.570 nw 33.06 44.59 42 0 1389 1873 C 16X30-30ad - 0.032 - - 1.10 0;52 .. . 1058 1058 .1167 547. C C Dart ceilina. 0.049 2.85 2.70 0 0 0 0 F. _ '19A-21bswp - 0.045 - 2.08 0.65 9 . 9 19 6 F 19A30bswD 0.034 - 1.65 0.51 0 0 0 0 61 c)AED excursion 0 Envelope loss/gain 16493 19141 12 a) Infiltration 4352 571 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 6 1380 Appliances/other 3400 Subtotal(lines 6 to 13) 20845 24492 Less extemal load 0 a244J2 Less transfer 0 Redistribution 0 14 Subtotal 2084515 Dud loads 0% 0% 0 Total room load 208451 24492 Air required(cfm) 11401 1140 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -OFF wr/gf� otit� 2024-Mar-2110:39:36 Right-Suite®Universal 2022 22.0.07 RSU10077 Paget Manual'J'sXEngel ResidenceXEngel Residence.rup Calc=MJ8 Front Door faces: N RAW koi b Right-M WorksheO Job: Engel Res. FU#i Date: Mar 21,2024 11EATING+COOL 114G FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)2985527 Email:info@kolbmechanical.com 1 Room name FU#1 ZONE#1 2 Exposed wall 138.0 It 138.0 It 3 Room height 9.0 ft 9.0 It heat1cool 4 Room dimensions 1.0 x 1096.0 It 5 Room area 1096.0 ft' 1096.0 ft2 Ty Construction U-value Or 14TM Area (ft') Load Area Ift') Load number (Btuh/Wt -F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 viz-Osw 0.065 ne 3.77 132 360 2M ,1069. 374 .360 284 1069 374 10B4 0:600"n'e 34.80 24.30 26 0 711 496 20 O 711 496 `--G ID-c2ow 0.570 ne 33.06 44.59 56 0 1851 2497 .56 ,_ 0 _ 1851, 2497 12F-0sw 0.065 se 3.77 1.32 261 261 984 344 261 261 984 344 11 L--G 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 sW 3.77 1.32 , 360 256 965:' 338 360 256 1965 338 1Dc2ow 0.570 sw 33.06 55.09 48 0 1587 2644 48 0 1587 2644 1Dc2owd 0.570 sw•, 33.06 55.09_ 56: 0 '1851 3085 . 56 0 1851 30B5 VII 12F-0sw 0.065 nw 3.77 1.32 261 225 850 297 261 225 850 297 �G 1 D-c2ow 0.570 nw 33.06 44.59 36 0 1179 1590 36 0 1179 1590 C 16X30-30ad 0.032 - 0.00 0.00 0 0 0 0 0 0 _. 0 _. !0 C C Dart ceilina. 0.049 - 2.85 2.70 47 47 134 127 47 47 134 F _19A-21 bswp, 0.045 _- 0.00 ., 0.00 0 0 0 __. 0 0 0 0 0 F 19A-00bswD 0.034 1.65 _ 0.51 34 34 56 17 34 34 56 17 6 c)AED excursion 1 1455 1 1 1455 Envelope loss/gain 11237 13266 11237 13266 12 a) InfilUation 3861 506 3861 506 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 2600 2600 Subtotal(lines 6 to 13) 15098 17752 1 15098 17752 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15098 17752 15098 17752 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 15096 17752 1 1 150981 17752 Air required(cfm) 523 523 5231 523 Calculations aoaroved by ACCA to meet all requirements of Manual J 8th Ed. -{� rypjgtippt� 2024-Mar-21 10:39:36 - -b•�«« Right-Suite®Universal 2022 22.0.07 RSU1 0077 Page Manual'J's\Engel ResidencelEngel Residenoe.rup Calc=MJ8 Front Doorfaces: N ®�O' Right-M WorkSheet Job: Engel Res. FU>[2 Date: Mar 21,2024 HEATING+COOL INN By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.00m 1 Room name FU#2 ZONE#2 2 Exposed wall 140.0 It 140.0 ft 3 Room height 10.0 It 10.0 ft heal/cool 4 Room dimensions 1.0 x 1058.0 ft 5 Room area 1058.0 ft2 1058_0 ft2 Ty Construction U-value Or HTM I Area (ft2) I Load I Area (ft2) I Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (11) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 ne- 3.77 1.32 390 273 1029 360 390 273 1029 360 t�--G 10B-w 0.600 ne 0.00, 0.00 0 0 0 0 - 0' 0 0 0 �---G.1D-c2ow 0.576 ne 33.66 44.59 117 0 3874 5224 117 r0 3874 5224 V►I 12F4Osw 0.065 se 3.77 1.32 310 246 926 324 310 246 926 324 11 f�; 1D-c2ow 0.570 se 33.06 55.09 65 0 2132 3553 65 0 2132 3553 Y61217-0sw 0.065 sw" 3.77 1.32 390 271 1023 358 ,390 271 1023 358 1 D-c2ow 0.570 sw 33.06 55:09 119 0 3926 6542 119 0 3026 6542 1D-c2owd 0.570 .sw. 0.00. O.OD •0 -0, 0 0, 0 _ 0 0 0 y/ 12F-0 31 sw 0.065 nw 3.77 1.32 310 268 1010 354 0 268 1010 354 -G 1 D-c2ow 0.570 nw_ 33.06 44.59 42 0 1389 1873 42 0 1389 1873 C 16X3D30ad. _ 0.032 .- 1.10 0.52 , 1058 1058 4167 547 ,. 1058 1058 1167 547 C C Dart ceiling. 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-21bswp 0.045 _ - 2.08 0.65 9 9 19 6_ 9. 9 19 6 F 19A-30bswD 0.034 - 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 0 1 10 Envelope loss/gain 164931 19141 1 16493 19141 12 a) Infiltration 4352 571 4352 571 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 34001 3400 Subtotal(Imes 6 to 13) 20845 24492 20845 24492 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20845 24492 20845 24492 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 208451 244921 20845 24492 Air required(cfm) 1 11401 11401 114011140 Calculations armroved by ACCA to meet all requirements of Manual J 8th Ed. t -P}f wrYgf�esoft' 2024-Mar 21 10:39:36 Right-Suite®U niversal 2022 22.0.07 RSU10077 Page 4 ...Manual'J'slEngel ResidencetEngel Residence.rup Calc=MJ8 Front Door faces: N First Floor ® . Iz ZGN E #1 Job#: Engel Res. Kolb Mechanical Scale: 1 : 67 Performed by FR for: Page 1 Engel Residence 11500 Old Sound Ave. Right-Su ite®Unive rm 12022 305 Fay Court,Mattiluck,NY 11952 Mattituck,NY 11952 22.0.07 RSU10077 Mattiluck,NY 11952 Phone:(631)298-5527 2024-Mar-21 10:40:08 info@kolbmechanical.com ...el Residence\Engel Residence.rup i - PV Second FI ZON #2 u1 T L �, y ■ + 1 Job#: Engel Res. Kolb Mechanical Scale: 1 :67 Performed by FR for: Page 2 Engel Residence 11500 Old Sound Ave. Right-Su ite®Unive rsa 12022 305 Fay Court,Mattituck,NY 11952 Mattituck,NY 11952 22.0.07 RSU10077 Mattituck,NY 11952 Phone:(631)298-5527 2024-Mar-21 10:40:08 info@koibmechanical.com ...el Residence\Engel Residence.rup 1 Crawlspace Job#: Engel Res. Kolb Mechanical Scale: 1 :67 Performed by FIR for: Page 3 Engel Residence 11500 Old Sound Ave. RightSu ite®Unive rw 12022 305 Fay Court,Mattituck,NY 11952 Mattituck,NY 11952 22.0.07 RSU10077 Mattituck,NY 11952 Phone:(631)298-5527 2024-Mar-21 10:40:09 info@kolbmechanical.com ...el Residence\Engel Residence.rup kO I stem Summary s. Duct S Job: Engel Re Y '7 Date: Mar 21,e2024 s. FU7f1 By: FR HEaATING y COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)29&5527 Email:info@kolbmechanical.com Project • • For: Engel Residence 305 Fay Court, Mattituck, NY 11952, Mattituck, NY 11952 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.207/0.093 in H2O 0.207/0.093 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 523 cfm 523 cfm Total effective length (TEL) 304 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk ZONE#1 c 1775 63 63 0.080 5.0 Ox 0 VIFx 36.0 165.0 st1 ZONE#1-A c 1775 63 63 0.080 5.0 Ox 0 VIFx 45.0 150.0 st1 ZONE#1-B c 1775 63 63 0.080 5.0 Ox 0 VIFx 44.0 130.0 st1 ZONE#1-C c 1775 63 63 0.080 5.0 Ox 0 VIFx 37.0 130.0 st1 ZONE 91-D c 1775 63 63 0.080 5.0 Ox 0 VIFx 47.0 130.0 st1 ZONE#1-E c 1775 63 63 0.080 5.0 Ox 0 VIFx 48.0 140.0 st1 ZONE#1-F c 1775 63 63 0.080 5.0 Ox 0 VIFx 41.0 160.0 st1 ZONE#1-G c 1775 63 63 0.080 5.0 Ox 0 VIFx 35.0 175.0 st1 ZONE#1-H c 1775 63 63 0.080 5.0 Ox 0 VIFx 18.0 175.0 st1 ZONE#1-I c 1775 63 63 0.080 5.0 Ox 0 VIFx 14.0 175.0 st1 Supply Trunk DetailTable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 628 628 0.080 706 12.1 8 x 16 ShtMetl Bold/italic values have been manually overridden - - wrightsoft, 2024-Mar--21 10:39:37 �` aYi.YV•nw••+•.r�[..grq Right-Suite®Universal 202222.0.07 RSU10077 Page1 �A AC ...Manual'J'slEngel ResidencelEngel Residence.rup Calc=MJS Front Door faces: N TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 314 314 81.0 0.080 475 11.0 Ox 0 VIFx rb3 Ox 0 314 314 94.0 0.080 475 11.0 Ox 0 VIFx -�- wright,aft" 2024-Mar--21 10:39:37 Right-SuAe®Universal202222.0.07 RSU10077 Paget /�+� ...Manual'J'slEngelResidencelEngelResidence.rup CaIc=MJB FrontDoorfaces: N 'N kolb Duct System �Summary Job: Engel Res. Date: Mar 21,2024 FW2 By: FIR HEATING-COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Engel Residence 305 Fay Court, Mattituck, NY 11952, Mattituck, NY 11952 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.165/0.135 in H2O 0.165/0.135 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1140 cfm 1140 cfm Total effective length(TEL) 412 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln(ft) Ln(ft) Trunk ZONE#2 c 2227 124 124 0.080 7.0 Ox 0 VIFx 15.0 160.0 st2 ZONE#2-A c 2227 124 124 0.080 7.0 Ox 0 VIFx 31.0 195.0 st2 ZONE#2-8 c 2227 124 124 0.080 7.0 Ox 0 VIFx 21.0 150.0 st2 ZONE#2-C c 2227 124 124 0.080 7.0 Ox 0 VIFx 24.0 175.0 st3 ZONE#2-D c 2227 124 124 0.080 7.0 Ox0 VIFx 32.0 160.0 st3 ZONE#2-E c 2227 124 124 0.080 7.0 Ox 0 VIFx 38.0 140.0 st3 ZONE#2-F c 2227 124 124 0.080 7.0 Ox 0 VIFx 38.0 130.0 st3 ZONE#2-G c 2227 124 124 0.080 7.0 Ox 0 VIFx 27.0 130.0 st3 ZONE#2-H c 2227 124 124 0.080 7.0 Ox 0 VIFx 24.0 150.0 st3 ZONE#2-1 c 2227 124 124 0.080 7.0 Ox 0 VIFx 13.0 165.0 st3 ZONE#2-J c 2227 1 124 1 124 0.080 7.0 Ox 0 VIFx 8.0 150.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 497 497 0.080 640 11.1 8 x 14 ShtMetl st3 Peak AVF 871 871 0.080 712 13.7 8 x 22 ShtMetl Bol0talic values have been manually overridden -Ork- wrightsoft- 2024Mar--21 10:39:37 Right-Sufte®Universal 202222.0.07 RSU10077 Page ...Manual'J'MEngel ResidencelEngel Residence.rup Calc=MJ8 Front Door faces: N v TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(m) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 373 373 150.0 0.080 475 12.0 Ox 0 VIFx rb5 Ox 0 497 497 186.0 0.080 540 13.0 Ox 0 VIFx rt4 rb6 Ox 0 497 497 116:0 0.080 . 540 13.0 Ox 0 VIFx rt4 TableReturn Trunk Detail Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt4 Peak AVF 995 995 0.080 689 14.4 8 x 26 ShtMetl l- wrightsoft" 2024Mar-21 10:39:37 t ..4—' ..,...«.�.Z Rig ht-Suite@Universal202222.0.07RSU10077 Page JCM ...Manual UslEngel ResidencelEngel Residence.rup Calc=MJ8 Front Door faces: N U. DF.P1� � 1. � �Et[A__ SECURITY OMB No. 1660-0008 Federal.Emergency Manageme ittAg ncy Expiration Date:November,30,2022 Natiorial Flood Insurance Program C � MAY' 2 s 2024 ELEVATION CERTIFICATE Important`s:Fallow the.instructions on pages 1-9. Copy allfpaPes 0AW&V;NhWbertificate and all attachments for-(I)community official,(2)insurance agent/company,and'(3)building owner. '.�i'`S' tON A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: �u5 r<1 G4- i,L'L A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No,)or P.O. Route and Company NAIC Number: Box No.. r� City State ZIP Code A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) X e � A5. Latitude/Longitude: Lat. q©"T9)'Ttr lJ Long. 2 a t Zy.(o �'✓ Horizontal Datum: ❑ NAD 1927 ❑NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used.to obtain flood insurance. AT Building Diagram Number A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) �+ ,-e,n sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b /2-00 sq in J d) Engineered flood openings? [R Yes ❑ No S t"r-P^4- tlen A9.For a building with an attached garage: a) Square footage of attached garage �a ts90 sp ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? [Z Yes ❑ No S �A. SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State B4.Map/Panel B6.Suffix B6. FIRM Index .B7.FIRM Panel B8. Flood B9.Base Flood Elevation(s) Number Date Effective/ Zone(s) .(Zone AO,use Base loud Depth) 'Revised Date n B10. Indicate the source of the Base Flood Elevation(BFE)data or-base flood depth entered in Item-B9: ❑ FIS Profile FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 N�NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area.(OPA)? ❑ Yes If No Designation.Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(1211.9) Replaces all previous-editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address('including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number:/ City State ZIP Code Company NAIC Number SECTION C'—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required.when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with,BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: IV 65 f w,,A 1(-331 Vertical Datum: J 1� V D 19 539 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 YNAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 6.0 Er feet ❑ meters b) Top of the next higher floor /0.L,) feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) (o,O feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building �, feet ❑ meters (Describe type of equipment and location in Comments) // f) Lowest adjacent(finished)grade next to building(LAG) 6,0 [5�feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 6• feet meters structural support ❑ SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,.engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section.A provided by a licensed land surveyor? LYes ❑No [Check here if attachments. Certifiers, IName License Number 9 I''►14A I, ��s t".�I 1 �, .S. US�� �6 7 `ae�� OF NEW yOes,� Title �m :a(PFT Cp• . 9 I!Cilia( �r✓ � �P �• .� r� o Company Name Jt✓L O Address O � City State ' ZIP Code s��s'�a;' �;,�♦��� J-jV4C D�� AJ �e-% 10W7 Signature D to Telephone Ext. ,�(� � 03 R 7-az-3 G s/ — 7 2--7— Z-n So Copy all pages of this Elevation Certificate and all attachments for 1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e), if applicable)'' q L v✓e,r a 444,,,o/ y�SGCr wo T'�J- 1�as� Gv�nLrL�`� 1 ..�IAJcf/v.1 C1 ��1 ;D0M Wiz. �n�7 a�.•• u� �1n�- �r �}!' Y►A.����/' /•s G Y' �./i�.1�..Y'(c�ln /�,Z �e e�. �'+�- {ao�l-�ory+ "'F �'4�- ����Gele.14�Io-, f11-(0 '�lne��- 'qr-e. �"iV0 oof y:ale- 4 f Gv /�tvo,�e,� ✓✓,t k FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTI E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED), FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and-A(without,BFE} complete Items E1—E5.If the Certificate is intended to support a LOMA or OMR-F request, complete Sections A, B,and C.For I ms E1=E4,use natural grade,if available.Check the measurement us . In Puerto Rico only, enter meters. E1. Provide elevation information forth ollowing and check,the appropriate boxes to show whether th elevation is above or below the highest adjacent'grade(HAG)an he lowest adjacent grade(LAG). a) Top of bottom floor(including base m nt, crawlspace,or enclosure)is ❑feet ❑m ers 0 above or ❑below the HAG. b) Top of bottom floor(including:basement, crawlspace,or enclosure)is ❑feet meters ❑above or ,❑below the LAG. E2. For Building Diagrams 6-9 with permanent floo openings provided in Section A Ite s 8 and/or.9(see pages,1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of,the building is eat meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is feet [:]'meters ❑above or ❑below the HAG. E4, Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only:If no flood depth number is available,is th top of the ottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes E] No Unkn n. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR O ER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who co pi es Sections A,B;and E for Zone A"(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The state ents i Sections A,B,and E are correct to the best-of my knowledge. Property Owner or Owner's Authorized Representative's Na e Address City State ZIP Code El Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit, Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local-official who is authoriz by law or ordinance to administer the community's floodplain,management ordinance n complete Sections A;B,C(or E),and G of 's Elevation Certificate:Complete the applicable item(s)and sign below.Check the easurement used in Items G8—G, In Puerto Ri only,enter meters. G1. ❑ The information in Section C as taken from other documentation that has been signed and'sealed b a licensed surveyor, engineer,or architect who is a horized by law to certify elevation information.(Indicate the source d date of the elevation data in the Comments area belo .) G2 ❑ A community official completed Se tion E for a building located in Zone A.(without a FEMA-is ed or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G 0)is provided for community floodplain manag ent purposes. G4. Permit Number G5. ate Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Const ction ❑ Substantia mprovement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name T e Community Name Telep one Signature Date Comments(including type of equipment and loc tion,per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 'A U b _ f�Cv",/' f--___ ..-- -_ _—------------ --- City State ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and 'Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. - F _ vkt,/ i i i Photo Oro Photo Clear Photo One A. tll mot, Photo Two Photo Two Caption Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. _ FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: City q /J tate ZIP Code Company NAIC Number z If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Y I f Clear Photo Three _ r C, Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No.1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(inc uding Apt. Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: City tate ZIP Code Company NAIC Number M4��r`�J c. lei t:✓ �.>� 0 � r Z f i x. d ' F;gft' C •, /d�o1 Vle n f FEMA Form 086-0-33(7/15) SEPTIC SYSTEM THE MEASUREMENTS SURVEY L'Y OF PROPERTY HOUSE CORNS SITUATE CORNER FA] HUSR�B MATTITUCK I A OWATS UNIT N/off. . U I CEN-5 30.5• 36, TOWN OF SOUTHOLD LES E. DEIRNE Jr- OUTLET COVER SUFFOLK COUNTY, NEW YORK bfI DEIRNE DISTRIBUTION ESLIE A- Box COVER 35 39' S.C. TAX No. 1000-123-05-36.10 f LEACHING GALLEY 42• 20' SCALE 1"=20' 100.00 { COVER 1 SEPTEMBER 9. 2004 E LEACHING GALLEY 57' 14.5' JANUARf 26,2009 ADDED PROPOSED HOUSE N 85e1O'OO o COVER 2 JULY 1.2017 UPDATE MAP SEPTEMBER 5.2016 UPDATE MAP smNE aPPED ,WALL N LEACHING GALLEY 67' 16• FEBRUARY 15.2019 REVISE NOTES COVER 3 FEBRUARY 26.2019 REVISE NOTES APRIL 15.2020 UPDATE SURVEY Z IF' pA LEACHING GALLEY 51.5' 27• SEPTEMBER 24.2020 REVISED PROPOSED HOUSE COVER 4 JULY 19.2022 FOUNDATION LOCATION ODRO1IID—b a LEACHING GALLEY JULY 29.2023 FINAL SURVEY p TAW OPANEC vm -le • EEO 60.5' 23' . COVER 5 LEACHING GALLEY � �B p � COVER 6 70' 23.5• AREA = 10,000 sq. ft. O - RF61RAmR 5 _ 1 0.230 cc. 1s 2aa P 19L 81 1 ` a CERTIFIED ROBERTRT ENGEL - • n ILEESA ENGEL ,�sus J • x PECONIC ABSTRACT. Inc. y h LANDRIa xN In z NNj1 a f YIAIK \L •�' 'AO mA _ 38A'— O NOTES: c�W Wt 3.1 na tm crn "OULL I.ELEVATIONS ARE REFERENCED TO N.A.V.D. 1986 DATUM W Atay 9 py LnaA� BOXv EXISTING ELEVATIONS ARE SHOWN THUS:JLD z>IT,W-1 7, air;n SI W W• EAAR CN-5 2.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD As �•' b- �1FJH 7YO1T TAN OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. .A'A7 Lq O £ 2 yN SD RiA v h•« 121\ aza 12.OVERII,I1Ot° LxJT F� 3.THIS PROPERTY IS IN FLOOD ZONE AE(ELSCO-6) y�n h C0 D. � yCIE8 - r oN� FLOOD INSURANCE RATE NAP No.36103C0482 N y y rj b ,38oS' lA•, WAIERIINE SIEPs. 'a- ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 2ZG]a 4.THERE ARE NO WETLANDS WITHIN 300'OF SUBJECT PROPERTY. b > .0 g GpA,Yd DwYewAr 5.THIS PARCEL APPEARS ON MAP ENTITLED'COMPILED MAP OF PROPERTY to _ • OF LEONE D.HOWELL AT MATTITUCK,NEW YORK',MAPPED FROM SURVEYS e. j 7-, C ~ WpOD srtPs .e•• ,'� - •A.� ' MADE BY F.F.OVERTON, L.M.RAYNOR AND THE UNDERSIGNED,OTTO W.VAN O CRY 1 OF 2e.3' TL1YL,LAST DATEDNOVEYBER 6,.1957. O p O O ~® O _ y,50NR,-BIGCR h MYN71 YIM1C b. MEIER UIWI1NOWgD AnFRARN OR ADDITION TO E➢Ci1M 7209 OF THE NEW VORK STATE P COH6 N LAW. COP16 OF TFaS Sla R.INCT%rG 1 00-00, THE LARD SURVETOR'S IIaD E CO S SAL roa�¢m wo r�m�BE roraotma S 85'10,001, •• CERDM'ABDIs a rEc HEREON SMALL RUM 0.NLT TO THE PERSON FOR WHOP iNE IVA � 6 PNEPIRO).AND ON HIS BE1WF TD THE C7 TOE COMPANY.GOVDLN W HE AGENCY ANO p DYNAK M THE D6GNEES LITHE HEREON.AND RAYMOND D'' FEDYNAK 10 THE ASSIGNEES OF THE LNOT TR INSII & JACQUELINE M. 1unoN.aRm�OAnps ARE xm iRNSFERABIF. THE EXISTI NCE OF RIGHF OF WAYS AND/OR EASEMENTS OF RECORD,IF ANT,N01 SHOWN ARE NOT GUARANTEED. PREPARED IN W ACCORDANCE Nathan Taft Corwin 111 BY NPPROYED AND ADOPTED. Land Surveyor v V TE ROAD, `y�P�P���T co".. 51� sYD DT TO.Stanley J.lsD¢en.Jr L.S. J—ph A.Ingegno I.S. Tide SLrvgs-Subdivisions- Site Plane- Construction Layout (1 ^' 0- __ PHONE(631)727-2090 Fax(631)727-1727 ^- OFFICES LOCATED AT MAdING ADDRESS ���s••:�5 .�,4i P.O.Box 16 A// SSN Ja 1586—part New Yak Road,1947 �i FO �� JamavporL New York 11947 AAA/,11I1� ASS N.Y.S.Ile.No.50467 E-Mail:NCorwin30aol=m 40-080D _ 11 -16. a lip co r� f�� two 4, tt ! t f 1 1 FOUNDATION(IST) PLUMBINGROUGH FRAMING& ILI INSULATION PER N Y. STATE ENERGY . 1 ®r - „ RA IF s ADDITIONAL COMMENTS W3/ l i wjmffG �w �o suF�ol��oGy� TOWN OF SO1rTg HOILD—]l UI LDI[NG DEPARTMENT H x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 htt s //www.southoldto!A ..Yov For Office Use Only PERMIT NO. Vk Building Inspector: i MAY 2 6 2021 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's _ Authorization form(Page 2)shall be completed. `+. .`s ri�'�5 �' � "• Ire 4 :APPLICATION FOR,BUILDI-NG..PERMIT . Date: 5/20/71 O..WNER(S)OF_PROPERTY: Name: 3 0-5 Fay CO UY — �t G Tax Map#:SCTM#1000- �23�, ��j-- 3 0-1 D Physical Address: 305 �� C(9U`rk �(��r1G� NY Phone#: Zol - 888 —8555 air 201 -t103`10-7cl Email: _20We 0_J()LJeq+Mo , (ol-v) Mailing Address: 3� Lay) +Dvq PY1Ve P,L mael -7 3 ''CONTACT PERSON: Name: C�iLx K I Ihomaj% c� Mailing Address: -PO US L Pill H� Phone#: (51 G7 3519 Email: Cd��j,Mpg (p3C�ap�Q,t��. DESIGN PROFESSIONAL INFORMATION: Name: C.V\IACt t\,\<)yV)ClS Mailing Address: P6 RJl7X �U�vY.2S lRy_i +Phone#: 35 lC� Email: C diy�uwas GD 1 L(JM CONTRACTOR INFORMATION: . + f Name: OCAYK TWI D S Mailing Address: -a� �O 1 q-�> IgSZ Phone#: ((D� 2Ct g_ 12 3 Email: LMGt,)@ 0pA-`l3n VW,-n eA-' DESCRIPTION OF PROPOSED CONSTRUCTION 4New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other \ $ Will the lot be re-graded? *Iles ❑No � Will excess fill be removed from premises? Yes ❑No PROPERTY INFORMATION- Existing use of proper ty:vQC( � L� Intended use of property: Nei ConSr �q) S(1��e ►� Date of Purchase: 1y 21) Name-of Former Owner: 1 r• i Zone or use district in which premises is situated Are there any covenants and restrictions with respect to this property? 0Yes ONO IF YES,PROVIDE A COPY. E3 Check Box After Reading: The owner/contractor/design+professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Taws of Southold,Suffolk,County,New York and other applicable taws,Ordinances or Regula8ons,for the construction of bulidings, additlons,alterations or for removal or demolition as herein described:The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary ins_pectior&False_statements made herein are punishable as a Class A misdemeanor pursuant to Section 21CAS of the New York State Penal law. Application Submitted By(print name): 9.16thorized Agent OOwner lei Signature of Applicant: Date: 5 Z t Z STATE OF NEW YORK) SS: COUNTY OF C(A-A� -lam being duly sworn,deposes and says that(s)he is the applicant .(Name of individual signing contract)above named, (S)he is the e`TAG" ( Ar,,- (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 t P blic trill Murphy viWfib Notary PabM PROPERTY OWNER AUTHORIZATION State of of % County of Su)�alYlk c (Where the applicant is not the owner) REG#01MUS090no Expires April 14.Z0a? ac,�eeS�I /�ot.rt�Df�. residing at a/ A)9dle-la-d Pa i1/k0?7�,3 do hereby authorize 4CW04C IY10'003 to apply 1 on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 3Pfff}y Gott/ 1lk, `t .4 'BOARD MEMBERS l soy Southold Town Hall Leslie Kanes Weisman,Chairperson ®��' _ �/�®�® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora rz, Office Location: Eric Dantes r`' Town Annex/First Floor, Robert Lehnert,Jr. " a� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®��v®u Southold,NY 11971 http://southoldtownny.gov RECEIVE ZONING BOARD OF APPEALS V114-a �-q0 Awe TOWN OF SOUTHOLD MAY - 11 204 Tel.(631)765-1809•Fax(631)765-9064 l.G. n" 11sathold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 25,2019 ZBA FILE#7254&7256 NAME OF APPLICANT: Edna Beirne and Michael Beirne PROPERTY LOCATION: 305 &405 Faye Court,Mattituck,NY 11952 SCTM# 1000-123-5-36.9& 1000-123-5-36.10 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 5, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The parcel at 305 Faye Court (Tax map lot 36.9, ZBA #7256) is a non- conforming 10,000 square foot lot located in an R-40 Zone. The lot runs 100 feet along Fay Court, 100 feet on the South side, 100 feet on the West side, and 100 feet on the North side. The parcel is vacant. The parcel at 405 Faye Court (Tax map lot 3.10 ZBA#7254) is a non-conforming 9,311 square foot parcel located in an R-40 zone. The parcel runs 93.11 feet along Faye Court, 100 feet on the South side, 93.11 feet on the West side,and 100 feet on the North side. All is shown on a survey by Nathan Taft Corwin LLS dated September 9, 2004 and last updated February 26, 2019. BASIS OF APPLICATION: Request for Variances under Article II, Section 280-9A; and the Building Inspector's October 15, 2018, two Notices of Disapproval based on a determination for lot recognition, at; 1) at less than the code required minimum lot size of 40,000 sq. ft., 2) less than the code required minimum lot width of 135 feet, 3) less than the code required minimum lot depth of 175 feet; located at: 405 Faye Court, Mattituck, NY. SCTM41000-123-5-36.9&305 Faye Court,Mattituck,NY. SCTM#1000-123-5-36.10. RELIEF REQUESTED: The applicant requests variances to legalize lots which were split by deed without variance relief for not conforming to the dimensional requirements set forth in the bulk schedule as follows: Lot 36.9 contains 10,000 square feet where the code requires a minimum of 40,000 square feet, a lot width of 100 feet Page 2;April 25,2019' 47254&7256,Beime SCTM No. 1000-123-5-36.9 and 36.10 where the code requires a minimum width of 135 feet, and a lot depth of 100 feet where the code requires a minimum of 175 feet. Lot 3.10 contains 9,311 square feet where the code requires a minimum of 40,000 square feet, a lot width of 93.11 feet where 135 feet is the minimum required by code and a lot depth of 100 feet where 175 feet is the minimum required by code ADDITIONAL INFORMATION: Lots 36.9 and 36.10 were created by deed on May. 2, 1977. Southold Town code Article II, Section 280-9A(1)states lots may be created by deed recorded in the Suffolk County Clerk's office on or before June 31, 1983,provided the lot conformed to the minimum lot requirements set forth in Bulk Schedule AA as of the date of lot creation. Lots 36.9 and 36.10 did not conform to Bulk Schedule AA as of the date the lots were created. A deed made on January 31, 1975 by Mary A. Milligan, as trustee of trust FBO Lena F. Howell created four lots by deed from one lot and conveyed them to Dorothy H. Dettner and Mildred H. Gregory. The deed was recorded on February 21, 1975 in Liber 7800 Page 532. The lots are Parcel 1, vacant land of one-eight (1/8) of an acre; parcel 2, vacant land approximately one-quarter (1/4) of an acre; parcel 3, (vacant land approximately one-half(1/2 of an acre); and parcel 4,(the subject parcel)vacant land approximately one half(1/2) of an acre. The applicant presented a survey by Otto Van Tyle, Land Surveyor, showing the locations of the parcels. None of the aforementioned lots created by deed met the requirements of Bulk Schedule AA and no evidence was presented that the owner acquired variance relief to create the lots by deed. The applicant also submitted a deed made on May 2, 1977 by Mildred H. Gregory and Dorothy H. Dettner which was recorded in the Suffolk County Clerk's Office recorded on July 12, 1977 in liber 8273 page 182., The aforementioned May 2, 1977 deed split parcel 4 and created tax map lots 36.9 and 36.10, and transferred lot 36.10 to Edna Beirne. Another deed made on May 2, 1977 by Mildred H. Gregory and Dorothy H. Dettner and recorded on July 21, 1977 in liber 8273 page 178 conveyed tax map lot 36.9 to Michael E.:Beirne. Michael E Beirne on February 4, 1994 conveyed tax map lot 36.9 to his children Michael E. Beirne, Jr, Leslie A Beirne and Dianna P Beirne by deed recorded on May 18, 1994 in liber 11676 page 785. A letter was submitted by the applicant's representative dated April 15, 2019 which identified the Suffolk County Tax Map Nos. assigned to the five parcels in the deed known as the Howell to Dettner/Gregory Deed dated January 31, 1.975. Furthermore,,all parcels named in the deed with the exception of the two Beirne parcels are improved with single family dwellings. - - The applicant owner of tax map lot 36.9 Edna Beirne also owns a vacant 20 ft. by 100 ft. parcel known as tax map #1000-123-5-9. The parcel borders the north property line of tax map 36.10. In order to mitigate any potential adverse conditions created by granting this variance request,the applicant offered to provide covenants stipulating that the small parcel will be forever green and may not be developed. One letter of support and one letter of opposition from neighbors were received by the Board arid these positions were reiterated at the public hearing by the neighbors' testimony. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 25,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family homes on similar sized lots. The variances requested to recognize the subject non-conforming parcels will result in two lots Page 3,April 25,2019 #7254&7256,Beime SCTM No. 1000-123-5-36.9 and 3 6.10 that are each non-conforming in lot size, lot depth, and lot width, but that are similar in size to other lots on Faye Court. Lot 36.9 and 36.10 will be similar in size to tax map lots 36.2, lot 11, and lot 12 which are across the right of way know as Faye Court. The subject lots will be Iarger than tax map lots 15,14, 13 and 19. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue,other than area variances. The combined lot 36.6 and 36.10 is 100 feet deep by 200 feet wide measuring a total of 19,311 square feet. Any application for sub-division will require the benefit of area variances in the R40 Zone District where the lots are located. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 77% relief from the code for the non-conforming lot size,26%relief from the code for the non-conforming lot width and 43 %relief from the code for the non-conforming lot depth.However,the lots are similar in size to other developed lots in the neighborhood. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The subject neighborhood has access to public water and other potential adverse environmental impacts can be mitigated by the installation of an I/A waste water treatment system if the lots are improved with a residence, as conditioned herein. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of two recognized lots while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Lehnert, and duly carried, to GRANT the variances as applied for, and shown on the survey by Nathan Taft Corwin,III,LLS, dated September 9,2004, and last revised February 26, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1)An I/A septic system as approved by the Suffolk County Department of Health shall be installed on either/both lots when/if they are improved with a dwelling 2)If the lots are ever purchased in common ownership and "merged under the lot merger law"than the variances granted herein will be extinguished and a new application must be made to the Board of Appeals in order to request variance relief prior to making an application to the Planning Board for subdivision. 3) Since subdivision approval was not required at the time the subject lots were created by deed,and based on the configuration and location of lots,the Board has by this decision granted relief from 280-9 and recognized lots 36.9 and 36.10 and has determined that further review or action by the Southold Town Planning Board is not required. 4)The applicant shall record a covenant approved by the Southold Town Attorney's office that tax map parcel 1000-123-5-9 shall remain forever green and may not be developed. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 4,April 25;2019 47254&7256,Beirne SCTM No. 1000-123-5-36 9 and 36.10 Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use; setback or other feature of the subject property that may violate the Zoning Code, other than such uses, . setbacks and other features as are.expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree.of nonconformity. Pursuant to Chapter 280-146(3) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Planamento, Acampora and Lehnert. (4-0) (Member Dantes was absent) Leslie Ka es Weisman, Chairperson Approved for filing /4 /2019 i BOARD MEMBERS ���F SOUr�v � Southold Town Hall Leslie.Kanes Weisman, Chairperson 1p 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert, Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento ���UNTY,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS July 25, 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 Leesa Engel 305 Faye Court Mattituck, NY 11952 RE: Appeal #7254& 7256, Beirne/Engel 305 Faye Court, Mattituck SCTM No. -1000-1000-123-5-36.10 Dear Ms. Engel; The following resolution was adopted by the Zoning Board of Appeals on July 25, 2024: WHEREAS, the Town of Southold Zoning Board of Appeals ("the Board") has received a written request for an extension of variance relief from #7254 and #7256, Edna and Michael Beirne dated April 15, 2019, located at 305 Faye Court, Mattituck,NY. SCTM No. 1000-123-5-36.10 WHEREAS,the Board notes, and the applicant acknowledges, that the request for an extension has been made after the date on which the variance expired, and; WHEREAS, Section 280-146 (B)requires that a written request for an extension be made prior to the expiration of the variance, and; WHEREAS,the applicant has requested that he/she not be required to reapply for the expired variance relief on various grounds, including but not limited to: the completion of the project, the recent expiration of the variance, and a delay caused by a shutdown of construction due to the COVID-19 pandemic, and; WHEREAS,the Board, pursuant to Section 280-146 (B) has the power to vary any regulation contained in Chapter 280 so that the spirit of the chapter is observed,public safety and welfare preserved and that substantial justice is done, including the requirement that a written request for an extension must be provided prior to expiration of the variance, and; WHEREAS,the Board has determined that based upon the factors set forth by the applicant as cited above, that in this instance it is necessary for the Board to vary the requirement that a written request for an extension be made prior to the expiration of a variance,therefore be it; RESOLVED, the Board with regard to the request for an extension of the variance granted in File No. #7254 and 7256, Edna and Michael Beirne dated April 15, 2019, 305 Faye Court, Mattituck, t Resolution—#7254 & 7256 Beirne - Extension SCTM No. 1000-123-5-36.10 Page 2 SCTM No. 1000-123-5-36.10, elects to vary the requirement that a written request must be made prior to the expiration of the variance, and be it further; RESOLVED, the Board hereby grants a sixty (60) day extension of the variance relief granted in File No. #7254 and 7256, Edna and Michael Beirne dated April 15, 2019, 305 Faye Court, Mattituck, SCTM No. 1000-123-5-36.10, from this date, to expire on September 25, 2025. Please contact our office if you have any questions or concerns. rnrcly, Leslie K. Weisman Chairperson 3 ' -----Original Message----- From: Leesa Engel <Ieesa0918@gmail.com> Sent: Tuesday, July 16, 2024 10:52 AM �- To: Fuentes, Kim <kim.fuentes@town.southold.ny.us> Cc: Mark Davis <Imcd1700@gmail.com>; AARob <robe0704@gmail.com> Subject: Extension Letter/ZBA for 305 Fay Ct., Mattituck Dear Kim, We have been waiting to get the final CO for our house on 305 Fay Ct. in Mattituck. Yesterday we received an email from the Southold Building Department stating that one item is missing; an Extension Letter from the ZBA, as the approvals ended in 4/22. We are now requesting an extension letter from you to finally obtain our final CO. Our house is fully built, but we encountered countless delays throughout construction due to Covid, a lack of building supplies and sub contractors not being able to complete their work due to their own employee shortages throughout the construction. This was all definitely a huge challenge for us. As mentioned, the only missing item for our final CO is an extension letter from the ZBA. We appreciate your assistance in getting this completed soon. Thanks in advance for your help. If you have any questions, please call any time. Best Regards, Leesa Engel mailto:Leesa0918@gmail.com Cell: 201-403-1679 Address: 305 Fay Ct. Mattituck NY 11952 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 3 FEOt EPARTMENT-Electrical Inspector _ . .. am . p TOWN OF SOUTHOLD ;•c . o Mall x- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 EP BUILDIe (631) 765-1802 - FAX (631) 765-9502 TOWN or rooerr southoldtownny. ov seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: tS Company Name: Gk)"-t i �(,2C tIf 1C�L L Name: fCat;r' SCU5lq' License No.: 6 3 email: may, C L vb 6LvC*,A cam.L �l . Address: C�_�GL tid // Phone No.: JOB SITE INFORMATION (All Information Required) Name: . � � c7r- 1,6 C Address: �j6,5 St-�- G`fi- �- t. Cross Street: Ca-w`�> Phone No.: BIdg.Permit#: l 6 11411 email: Tax Map District: 1000 Section: . . Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES/(@.G--> Rough in Final Do you need a Temp Certificate?: YE NO Issued On Temp Information: (All information required) Service Size 1(bh 3 Ph Size: D-00 A #Meters l Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead #Underground Laterals 2 j:Fr:a2 Pole Work done on Service? Y N Additional Information: PAYMENT DUE.WITH APPLICATION PC-o Request for Inspection Form.xls q P i� �FFDC �r: EPARTMENT- Electrical Inspector TOWN OF SOUTHOLD r � Tlall x - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ' '�' �`�� aulcp1c►5ne (631) 765-1802 - FAX (631) 765-9502 'g1Q( TOWN OF rogerr -southoldtownny ldigAagov seand er southo g—ovov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Ak9z)--c-) Company Name: CGk-)V\-fC-J U 1 L(eC-�V 1C---L Name: �� �5�5 ji- License No.: 6 email: v,t� L iJ� �L�C-�✓�c� L t'��1L. Address: Li ('CL ld."e // Phone No.:T3 f JOB SITE INFORMATION (All Information Required) Name: 2) �'� c" Address: 3a15 �� GT 'YY��- -� = Cross Street: Ca-w? .m\ V\. - 1� Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) JLlf—tz Circle All That Apply: Is job ready for inspection?: YES /�N� Rough In Final Do you need a Temp Certificate?: (ap NO Issued On Temp Information: (All information required) Service Size01bh 3 Ph Size: cD,00 A #Meters l Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals U 2 Fra Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 00 Request for Inspection Formals ` . � PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts t!�LL�hI Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: C�O )J-t Comments 1*'OUNTRY *' LUBOLECTRIC c Eric Sousa Date 7/20/23 Country Club Electrical LLC countryclubelectrical@amail.com 305 Faye Ct Device Count Hi Hats - 62- Light fixtures - Z Receptacles - �g Ceiling Fans - J� Exhaust Fans - G( Single Pole 15 - 2 j L,/�- Single Pole 20 - J Single Pole 15 AFCI - 6 Single Pole 20 AFCI - 2 pole 15 - 2 pole 20 - 2 pole 30 - 2 C 2 pole 40 - f 2 pole 50 - 2 Switches - 2-0 tG Dimer Switches - /D Gfi Receptacles - 1 -der- Je CeCt-oC- 1 6 SUFFOLK COUNTY DEPARTMENT OF HEALTH SE,RVIC0 i PERMIT FOR APPROVAL OF CONSTRUCTION FOR A URVEY OF PROPERTY 0 SINGLE FAmILI RESIDENCE 0MILY SITUATE N11F m MATTITUCK o MICHAEL E. BEIRNE Jr- z MAY 18 2021 TOWN OF S O U T H O LD & LESLIE A. BEIRNE, DATE �I.S. R��. 1�//©',.-- ,^,P=-Xk- oS;La S FFOLK COUNTY, NEW YORK VACANT PPROVED �� ,.a /�C.I�QII S. TAX No. 1000-123-05-36.10 pROP05ED WAI I SCALE 1"=30' 0'QQ" E Top VALE e•0 1 Q0.00' r FOR MAXIMUM OF D�I�Ree�s N 85 1 SEPTEMBER 9, 2004 rn x EXPIRES THREE YEARS FROM DATE OF APPROVAI.�A ARY 26, 2009 ADDED PROPOSED HOUSE Q }{(AIR GONTRO J U LY 1, 2017 U P DATE MAP p FUJI GLEAN AND SEPTEMBER 5, 2018 UPDATE MAP � PAtEL BLOWER O BE IN5TALLED FEBRUARY 15, 2019 REVISE NOTES m o CONTROL PANEL TO BE of OWTS IN VIEW FEBRUARY 26, 2019 REVISE NOTES 15, 2020 UPDATE SURVEY o m r- SEPTEMBER 4, 2020 REVISED PROPOSED HOUSE N 22 0 z �4��INEER�$�ERTII ICATI09�ReE�`�.II$ED. AREA = 10,000.00 sq. ft. in p :.30.0...:....:::: - > s 0 '``::;� ::: �. —• t r�iT,3I�I 0.230 ac. r 35.0' :•:. ....• '.•m: = rn p )EEDER AND GON b3P,�IT U .�. �la .�, Cs 6�i 6 6 i�' n Z �' ,'�'� ;•;c::'r::;�N:;?':iZ; m 35 LINES TO OWTS CONTROL PA _ y CE TIFIED TO: ::..... D p rn;. AND AIR BLOWER FOR IIV$TLLP.fI 'I�B::vim �: nUCTI�AI ROBERT ENGEL nab IO' ;:;;.... 12 off:•:::;.;;• ... X OF � t ILEESA ENGEL _ O �'� ':;;r•T�yy... FORMA MAI O'i1'IPI�O°1��iL. �3$E FORM l -073. PECONIC ABSTRACT, Inc. ': Or rn...... DIA.FRE5T AOIH0U5E VENT r,ONNEGTED Z trrl nc1�'t1� r: U?�70'.:..:p: ° VIOU ° ° c� NOTES: tj Y Tr Z a G1 ''rn•�''::r D IVEWA. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM b 2y��� ::: ° e y EXISTING ELEVATIONS ARE SHOWN THUS:5A O 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ' ::::••�3•B::::::::::::::.. O p0 .'PROP yIpTER LIB w z OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �Z x rn y 3. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 6) O v' 4�� FLOOD INSURANCE RATE MAP No. 36103CO482 H m F7-, ZONE AE: BASE FLOOD ELEVATIONS DETERMINED x x CONc Mo" 4. THERE ARE NO WETLANDS WITHIN 300' OF SUBJECT PROPERTY. 1 QQ,QO '" 5. THIS PARCEL APPEARS ON MAP ENTITLED "COMPILED MAP OF PROPERTY @ wuc°Mora N O ` S 85,10 5�1 0'OO.e IN g OF LEONE D. HOWELL AT MATTITUCK, NEW YORK", MAPPED FROM SURVEYS rn MADE BY F. F. OVERTON, L.M. RAYNOR AND THE UNDERSIGNED, OTTO W. VAN ' TUYL, LAST DATED NOVEMBER 6, 1957. 0 F f 6. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 4 BEDROOM HOUSE IS 440 GPD. N/ /FEDYNAK N FUJI CLEAN CEN-5 TREATMENT SYSTEM RATED FOR 450 GPD. RA MOINDQUELL E M. FEDYNAK �_ MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. w & JACQUE DWELLING 6 LEACHING GALLEYS (8.5'x4.75') 2' DEEP TEST HOLE DATA K��S PROPOSED FUTURE 50% EXPANSION GALLEY c m (USES PUBLIC WATER) (TEST HOLE DUG BY McDONA O ,FnSrrFN.F ON MAY 4, 2004) �� d„y EL D C) < ' ° Vpgy�1 ygp���IN—SPEC- ,t�p�. y PROPOSED 8.5'x4.75'x2' DEEP LEACHING GALLEY • DARK BROWN SILTY LOAM OL �/ti�1. +�'1vA1117�N SANITARY :i ON dt�pit5 .��'C SR ... BROWN SILTY SAND SM FOR�7,tuYlTARYr�y$`i�vJt �Q�i(PRNvAwP�R�1A SjRE�� 000 PROPOSED FUJI CLEAN CEN-5 EL 1.4' 2.2' _ J<- 1°1� AR �C TREATMENT SYSTEM WATER IN BROWN SILTY SAND sM 0 PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX Cr-At 7°'IC.'4I: �' "`®r� �01NDI—j � 8. 900 cu. yds. CLEAN FILL SHALL BE NEEDED. WATER IN PALE BROWN FINE5 ���G�® 9. HOUSE TO BE BUILT OVER CRAWL SPACE. TO COARSE SAND SW GRADING b.Fi 1 ;�:/O,n Pg,®T PLAN 0. LOT COVERAGE (HOUSE, PORCH & POOL) = 2,000 sq. ft OR 20% OF TOTAL LOT AREA. WATER IN PALE BROWN FINE SAND SP 4. UNAUTHORIZED ALTERATION OR ADDITION PREP �cc ®� I�H� q� � ,yy'' 70 THIS SURVEY IS A VIOLATION OF STAy D +i i Jf t� SFCTION 7209 OF THE NEW YORK STATE BY aFiE LI D PROVED AD • "Y'•� """'f E7UCATI°N LAW. FO,R RIQ Nathan Taft Corwin III y7.:,•; .,r., SUCH, S�E `DiE NEW YO ASS C N. �� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR �~'• Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED °e DRAINAGETO BE A VALID TRUE COPY. L SYSTEM CALCULATIONS: ® 'a r _ T°THE PERSON FOR WHOM T SURVEY N Y S INDICATED HEREON SHALL RUN •'-'tr'\�& ® I ROOF AREA: 1,600 sq. ft. fIS PREPARED.AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S.1.600 sq. ft. X 0.17 = 272 cu. ft. TITLE COMPANY,GOVERNMENTAL AGENCY AND r Joseph A. Ingegno L.S. i I 272 cu. ft. / 42.2 = 6.4 vertical ft. of 8' dia. leaching pool required LENDING INSTITUTION LISTED HEREON,AND / 2' �i� toTHJE A�IGFl�OF°NS THE NLENDINGGIIN � ! Title Surveys —Subdivisions — Site Plans — Construction Layout PROVIDE (4) 8' dia. X high STORM DRAIN POOLS a PHONE (631)727-2090 Fax (631)727-1727 PROPOSED B' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: TI4E EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD. IF /was OFFICES LOC47ED AT MAILING ADDRESS a - ANY, NOT SHOWN ARE NOT GUARANTEED. ",ice Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 I ' 24"0 COMPONENTS THIS ACCESS ONLY e. O -1/2"VENTlLLABOAN PIPE B 20"0 HDPE SECURE HEAVY COVER BY POLYLOC PROPOSED SEPTIC SYSTEM DETAIL SCUM 20" SAFTY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) CHAMBER Volume(gal) HOUSE ® Sedimentation Chamber 277 ELEV. 10.5' 12 x 12 POLYLOK D-BOX FINISH GRADE ECIRCULATION Q Anaerobic Filtration Chamber 278 FINISHED GRADE W/ PDB-12 RISER AND AIR LIFT PUMP ELEV. 8.3 001- ISINFECTION © Aerobic Contact Filtration Chamber 127 CLEANOUT ELEV. 8.5' ROTGR FLOW WITH LOCKING LEVELERS INLET PIPE \ © x CYUNDER(OPTIONAL) Q Storage Chamber 63 TO GRADE WITH LOCKING COVER \ ` Q Disinfection Chamber 4 TOP EL 7.3' 1' MIN. "OUTLET PIPE Total Volume 749 APPROVED PIPE 6" p� al A INV. EL min. PITCH 1/4"/1' m INVER LEACHING LEACHING 3' CLEAN all, •. _ 7.7' I/A OWTS TANK N ELEV. ]�' GALLEY GALLEY N? SAND 1 ; ;Q INV. EL. 7.5' INV. EL INVERT to COLLAR SPECIFICATIONS FUJI CLEAN CEN-5 0 0 Anaerobic Media PP/PE Filling Rate 32% TREATMENT SYSTEM 7 3' ELEV 1 7 INV. EL 6.5' NLET B ENT BoardT Type Aerobic Media PVC/PP/PE F' / ® \ illingRate 16% •' AIR LIFT PUMP n `' N•XQ Aerobic Media PP/PE Filling Rate 57% •-�-1• �8•`.,.�, © Blower 2.8 cfm o Tank FRP ------------------ -------------- --- ------------------- -- ----- Piping PVC/PP/PE "I BOT. EL. 3.1' 6' MINIMUM PENETRATION HIGHEST EXPECTED GROUND WATER RECIRCULATION PIP OW BAFFLE /2"AIR INTAKE Access Covers Plastic I Cast Iron BOT. EL. 4.8' INTO A VIRGIN STRATA ELEV. 2.0' FLOW OPENING(TYP. (CLEANING OPENING) B Disinfectant(Optional) Chlorine Tablets OF SAND AND GRAVEL GROUND WATER PER TEST HOLE PLAN VIEW I/A OWTS TANK ELEV. 1.4' 4 BEDROOM HOUSE, SINGLE FAMILY DWELLING = 440 GALLONS PER DAY 18"MANHOLE(TYP 1B"MANHOLE(TYP 24"MANHOLE(TYP -DISINFECTION 4"MANHOLE USE: (1) FUJI CLEAN CEN-5 TREATMENT SYSTEM - 450 GALLONS PER DAY LEACHING GALLEYS (6) CYLINDER(OPTIONAL) DIN OPENING 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 6 GALLEYS; 2' DEEP, (8.5' LONG x 4.75' WIDE) 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 10 1'-0 " OARD TYPE PROPOSED CONC. RETAINING WALL DETAIL LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. CONTACT MEDIA 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). .0 I It (NOT TO SCALE) 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. u 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND I/A OWATS TANK SHALL BE MAINTAINED. © FINISHED GRADE 4'-10 " ECIRCULATION •• C. v! ASSEMBLY 3'-,1 X® IZA OWTS SYSTEM - (NOTES) 3'-10A" 3'-9�" < No. 4 REBAR s 1. MINIMUM I A OWTS SYSTEM CAPACITIES FOR 4 BEDROOM HOUSE IS 440 GPD. /\ /\ 0 2' O.C. / �n USE FUJI CLEAN CEN-5 TREATMENT SYSTEM RATED FOR 450 GPD. © (3) No. 4 REBAR ° 2. A LOFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED EROBIc MEDIA ® 2' O.C. o 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. •D FINISHED GRADE 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII WITH ENDORSEMENT J. A• 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN ERATION ASSEMBLY MEMBRANE WATERPROOFING ACCORDANCE TO ARTICLE 19. SEPTIC SYSTEM SIDE > 6. OWNER SHALL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER SECTION A-A VIEW ARTICLE 19. SECTION B-B VIEW 7. VENT I/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW FUJI CLEAN CEN-5 TREATMENT SYSTEM OR DOOR. ° 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE (NOT TO SCALE) °' N SYSTEM LOCATION. I" 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM REACHING THE CONTROL PANEL 1_e" Da B. z 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY OCCUPANTS OF THE RESIDENCE SERVED. No. 3 REBAR 0 12" .e 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM VISUAL BEACON SYSTEMCONTROLLER/ALARM D.C. o ACCESS OPENINGS. -IN NEAM 4X ENCLOSURE HARDWIRECONTROLLERFROM 2"�: D° p, 4 2" 1 DEDICATEE) AMP BREAKER IN FUJIMAC BOR AIR BLOWER °. J HOUSE MAIN PANEL.HARDWIRE T° N 2 BLOWER FROM 120V 15 AMP COMPRESSED AIR LINE ° BREAKER IN CONTROLLER TO OWTS INSULATED BLOWER GRADE ENCLOSURE ON PAD - I No. 3 REBAR ® 18" O.C. �t.���OF'Y �• FOR LOCATION SEE II-F 3'-O" `CAF'j CONTROL PANEL&BLOWER DETAIL OR LAYOUT PLOT PLAN NTS - > INDOORS I OUTDOORS �� � �_ L CONTRO I ��Bp �l PROVIDE TWO HOUSE I NEMA 4X ENCLOPANELSUNRE OWTS CONTROL PANEL N' 20A,1-POLE POWER GROUND CIRCUIT BREAKER PANEL I LU ✓ INHOUSE POWER 2#12,#12GIN ' e c1; PANEL SCHEDULE80 R I PVC CONDUIT CONNECTION ;' Y.S. Lic. No. 50467 S,r�` 1YrN 1112, WIZ DryUPLLEEX RRECEPTACLE Nathan Taft Corwin III INSTALLED IN WEEAATIIERP OOF wu a _ ENCLOSURE I /_l. FINISHED Land Surveyor lJ GRADE NOTES: 1.PROTECT ALL ABOVE GRADE,AND Successor To: Stanley J. Isaksen, Jr. LS. BELOW GRADE,WIRING WITH PVC ' Joseph A. Ingegno L.S. CONDUIT,SCH.GRADE. WI MIN. ONSITE ENTSYSATfFl- ,r. TREATMENT SYSTEM EFr. FL 7 UE SW TCH Title Surveys -Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 _ ELECTRIC 0 N E LINE DIAGRAM OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 (NOT TO SCALE) Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY 12 SITUATE N101F V m MATTITUCK MICFIAEL E. BEIRNE Jr. F - TOWN OF SOUTHOLD 8c LESLIE A. BEIRNE , ® fry !�' '' '` �� SUFFOLK COUNTY, . NEW YORK VACANT JUL 2 � 202� SCALE 1 =30 S.C. TAX No. 1000-123-05-36.10 100.00 X��� N 85-10'00" E 39 BUILDINGDEPT. SEPTEMBER 9, 2004 TOWN OFSOUTHOLD JANUARY 26, 2009 ADDED PROPOSED HOUSE X Flo A JULY 1, 2017 UPDATE MAP Z 3. p SEPTEMBER 5, 2018 UPDATE MAP �f: p FEBRUARY 15, 2019 REVISE NOTES o FEBRUARY 26, 2019 REVISE NOTES • cp I APRIL 15, 2020 UPDATE SURVEY rn X O m r v U b'�OC ► Q'Y� SEPTEMBER 24, 2020 REVISED PROPOSED HOUSE o o __ __ p !4 I. JULY 19, 2022 FOUNDATION LOCATION cm -. 0 4 AREA = 10,000.00 sq. ft. n Z �� oo -�d• �a` 0.230 ac. O �z�nn +o s•6 3 �� CERTIFIED TO Cm ROBERT ENGEL zM &a _ X ILEESA ENGEL PECONIC ABSTRACT, Inc. �� � It 3 It- a���g� �z m�a-• NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM b b p y EXISTING ELEVATIONS ARE SHOWN THUS:s.D Z se.o O 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. O 3. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 6) FLOOD INSURANCE RATE MAP No. 36103CO482 H X 3.6 X 4-3 raaNa . �^ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED Alt 4. THERE ARE NO WETLANDS WITHIN 300' OF SUBJECT PROPERTY. �MOH. 1 QO.00' Cm r� M C 5. THIS PARCEL APPEARS ON MAP ENTITLED "COMPILED MAP OF PROPERTY 5 85.10,00" W OF LEONE D. HOWELL AT MATTITUCK, NEW YORK", MAPPED FROM SURVEYS rn MADE BY F. F. OVERTON, L.M. RAYNOR AND THE UNDERSIGNED, OTTO W. VAN E TUYL, LAST DATED NOVEMBER 6, 1957. / F RAYMOND E. FEDYNAK 2 FEDYNAK 0 & JACQUELINE M. o rn TEST HOLE DATA DWELLING (USES PUBLIC WATER) c r (TEST HOLE DUG BY McDONA D Oc.I N ON MAY 4, 2004) EL 3.6' D. DARK 1. BltawN SILTY Loan oL � TEpyo 1' L BRA SILTY SAND SM N O (P BN wA 1N EL 1.4' i�' ,. WATER IN BROWN SILTY SAND SM ,\, OF 6. WATER IN PALE BROWN FINE 1 AF �1 �0 TO COARSE SAND SW WATER IN PALE BROWN FINE SAND SIN yGn 1J' I UNAUTHORIZED ALTERATION OR ADDITION PREPARED IN ACCORDANCE WITH THE MINIMUM. TO THIS SURVEY IS A VIOLATION OF STANDARDS FOR TITLE SURVEYS AS ESTABLISHED - SECRON 7209 OF THE NEW YORK STATE BY THE L.IAL.S.AND APPROVED AND ADOPTED EDUCATION LAW. FOR SUCH USE BY THE NEW YORK STATE LAND Natha orwin III COPIES Of 1HI5 SURVEY MAP NOT BEARING TITLE ASSOCIATION. THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. COTIIFICATKINS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isoksen,Jr. L.S. TITLE COMPANY,GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys—Subdivislons — Site Plans — Construction Layout TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS PHONE (631)727-2090 Fox (631)727-1727 AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. N.Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16 Jameeport, New York 11947 Jamesporl, New York 11947 SEPTIC SYSTEK TIE MEASUREMENTS SURVEY OF PROPERTY HOUSE HOUSE SITUATE CORNER QA CORNER 08 MATTITUCK N/0/F 1 O ATSEN- UNIT , UJI CEN-5 30.5 36' TOWN OF SOUTHOLD. MICHAEL E: BEIRNE Jr. OUTLET COVER S U FFO LK COUNTY, NEW YO RK. BEIRNE DISTRIBUTION gc .LESLIE A. BOX COVER 3!V 39 S.C. TAX No. 1000-123-05-36.10 g LEACHING GALLEY 42• 20, SCALE 1"=20' 100.00 is { COVER 1 SEPTEMBER 9i 2004 8 N 850 1 0,00 . E xg LEACHING GALLEY JANUARY 26, 2009 ADDED PROPOSED HOUSE MELER �o COVER 2 57 14:5 JULY 1, 2017 UPDATE MAP COc.wAl1 LEACHING GALLEY SEPTEMBER 5, 2018 UPDATE MAP yTONE CAPPED I 67 1 g FEBRUARY 15, 2019 REVISE NOTES COVER 3 FEBRUARY 26; 2019 REVISE NOTES LEACHING GALLEY APRIL 15. 2020 UPDATE SURVEY z O 51.5' 27' SEPTEMBER 24, 2020 REVISED PROPOSED HOUSE 6 .P COVER 4 JULY 19, 2022 FOUNDATION LOCATION Q PROOPuIw-b Io 3 e p LEACHING GALLEY 60.5' 23' JULY 29, 2023 FINAL SURVEY Y " TANK COVER I • • to COVER 5. - P B n O LEACHING GALLEY . 70 23.5 _ 0.230 ac. to Q COVER 6 AREA 10,000 sq. ft. CAS o 5 O REGULATOR 9 : • H o^ 1 A 35.0� 2nd STORY i -o�f A c3i 8 TT1 i CERTIFIED TO: -G °vERL1ANG�I $� 4 " ROBERT ENGEL o wooD STEPS o ILEESA ENGEL N x PECONIC ABSTRACT, Inc. o dt LANDING MOON& y rV O n - a o �N1.0 W D•Q GRAVEL WALK m O f'j m R•�G 3.1* C :N4 ; 1 C., o-" p��owER DLSTRt MMON � 1. ELEVATIONS ARE REFERENCED TO N.A.V.D.- 1988 DATUM •�, �' '.0 H •e a D� ; ►•S o S � BOX �' EXISTING ELEVATIONS ARE SHOWN THUS:.Ca4 y z 70 y o z^ ! rt o I 0 • + CEN-5 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD O c � °= CLEAN TRFATMEM TAN OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. o {ca bpi L"a.�p 1 e p IlUNcro O� 3. THIS PROPERTY IS IN FLOOD ZONE AE (EL 6) , a - to f$ y�0A. A% " FLOOD INSURANCE RATE MAP No. 36103CO482 H z t% n ez z 1.0• WATERI.INE $ STEPS..' .d ZONE AE: BASE FLOOD ELEVATIONS DETERMINED b a� F'm e ' Via• A. a 'AY•• a< .' :. _ _ 4.-THERE ARE" 0 WETLANDS WITHIN 300' OF SUBJECT PROPERTY. l' GRAVEL•DRNEW $�T F C!K ::J U i Y i7 t �i f�i is 1,4 Ci F FI I «iT I-55 TFIi$I'PbRCEL APPEARS ON MAP ENTITLED "COMPILED MAP OF PROPERTY j QF LEONE D. HOWELL AT MATTiTUCK, NEW YORK% MAPPED FROM SURVEYS '''► ec v, . . "tea . ' •a ' e<, �. 0V F "i7NSTPUCTED WORKS F( �- LypO'p />a'�r tZv r1L O 1,I�1DE BY F. OVERTON, LM. RAYNOR AND THE UNDERSIGNED, OTTO W. VAN �- s 26.3' O A SINGLE FAMILY RESIDLINCE TUYL, LAST D TED NOVEMBER 6, 1957. O A O y p�/ DRAM o KA 13 1014 ° �® O Date: H.S.fief.I`1a. a 1— off&_ O MAsaIM BLOCK g GRAVEL WALK � 5010 C GRATE I y „ UWIURIORM ALTERATION OR ADDmON o FOUND The see.age disPasal and water supply facilities at tPli IaLati^t.1�it`@ uPe?,• TO THIS SURVEY IS A VIOLATION OF CONC MON SECTION 7209 OF THE NEW YORK STATE inspected and/or certifil d't3y this Department gr other ale.^.cis;am EDUCATION LAW. 00.00 found to be satisfactory FOR A MAXIMUM OF f�_13E�ROt+tv.5. COPIES OF THIS SURVEY MAP. NOT BEARING THE LAND SURVEYOR'S MM SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED S .85°10 00" W TO BE A VALID TRUE COPY. i -J CERIRCARONS INDICATED HEREON SWILL RUN ONLY TO,THE PERSON FOR WHOM THE SURVEY N IS PREPARED,AND ON HIS BEHALF TO THE 0 C7 CRAIG KNLPPER,1'E.,CHIEF- TITS COMPANY,GOVERNMENTAL AGENCY AND �yMOND/E FEDYNAK OFFICE OF WASTE NIANAGENIENT -' 70 TIE IN ASSIGNEES WESTED HERING Arm FEDYNAK TO TOLE ASSIGNEES of THE LENDING TR N FER UELINE �• TunoH.cETmFlCATIONs ARE H0r TRArJtABLE & JACQ THE EXISTENCE OF RIGHT OF WAYS AND/OR.EA SEMENTS'OF'RECORD• IF ANY, NOT SHOWN ARE NOT GUARANTEED. Z� PREPARED N ACCORDANCE SURVEYS M'"°"'" Nathan Taft Corwin 111 STANDARDS FOR TREE SURVEYS AS EST I11/1 BY 7HE H USE AND APPROVED M1D Land Surveyor V FOR SUCH USE lT1'THE-NEW YORIC�'TiV NEW i TITLE ASSOCIATION. `\\ ' �. �� � � I vv� VAT �;ZQ� ��2�� Successor To: Stanley J. Isdicsen, Je. L.S. �P d * ,•2 * = Joseph A Inge gno LS, -� TrHe"Surveys- Subdivisions - Site Plans - Constnrction Lgyout r �" Fax (631)727-1727 s(� PHONE (631)727-2090 i��i •'•�05046� :'J��� OFFICES LOCATED AT MAILING ADDRESS >� S ...... Q' �� 1586 Main Road P.O. Box 16 FO•• •SJ \� Jamasport, Nevi York 11947 LAND ��\ Jomesport, New York 11947 �1 m111���0.. 50467 E-Moil: NCorwin3®aol.com k. 0-0801 t ;Dwyer, Nancy ti From: Dwyer, Nancy Sent: Friday,June 11, 2021 10:01 AM To: 'cdthomas63@aol.com' Subject: RE: Fay Court Hi Chuck, I've been reviewing the plans this morning, and I have just a couple of comments regarding the application. Nothing is major, but a couple items do need to be amended on the plans. - he front entry deck,since it is encroaching into the front yard setback,you are limited to 30 sq.ft.of area (max T 0"out x 6'-0"wide) in order for it to be considered an exception and allowed over the setback line. You are proposing 7 feet wide.. it will need to be reduced in width or it will require ZBA approval. The notes in the mechanical room should make reference to the 2018 IRC as adopted by the 2020 Residential Code of NYS; Also check the door swing of the mechanical room..swinging over the stairs will require a landing) s, V ning windows within the stair area should be tempered (specifically the.lowest one to the landing) The second floor plan refers to a gas unit fireplace, however the roof plan is showing a double flue, masonry ;fIfireplace and the foundation plan is making note of a fireplace footing(which isn't shown). I'm assuming it was changed along the course of design and perhaps wasn't amended on all pages of the drawing set.. but just xi^ anted to clarify. Page a D-2 for the future our strapping,�g ,y fastening/nailing schedules, etc.should be updated to make reference to the 2018 WFCM If you have any questions or want to discuss any of this with me, please feel free to give the building department a call. Thanks, Nancy From:cdthomas63@a6l:com<cdthomas63@aol.com> Sent:Thursday,June 10,20214:15 PM To: Dwyer, Nancy<nancyd@southoldtownny.gov> Subject: Re: Fay Court I will drop off 4 stamped first floor plans when you say Thanks again Chuck -----Original Message----- From: Dwyer, Nancy <nancyd(cD-southoldtownny.gov> To: 'cdthomas63@aol.com' <cdthomas63(a)-aol.com> Sent: Thu, Jun 10, 2021 4:07 pm Subject: RE: Fay Court Received. Thank you Chuck! Nancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 1 �a 1 (631) 765-1802 From: cdthomas63a-aol.com <cdthomas6UD-aol.com> Sent: Thursday, June 10, 2021 4:06 PM To: Dwyer, Nancy <nancvd(a-southoldtownnv.4ov> Subject: Fay Court Nancy Thank you for the phone call and sorry for the mix up in my plans. Attached please find the first floor plan. Chuck Thomas (516) 702 3519 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 �Pv�sQd �� S -�Or C p y,,A-U.o-�' �eV�p'-) o ao Generated by REScheck-Web Software Compliance Certificate Project ENGEL RESIDENCE. Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,250 ft2 Glazing Area 21% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Fay Court Robert&Leesa Engel Chuck Thomas Mattituck, NY 11957 P.O. Box 877 jamesport, NY 11947 516-702-3519 cdthomas63@aol.com Compliance: Passes using UA trade-off Compliance: 4.7%Better Than Code Maximum UA: 424 Your UA: 404 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Ceiling: Flat Ceiling or Scissor Truss 1,165 49.0 0.0 0.026 30 Wall:Wood Frame, 16"o.c. 2,835 21.0 0.0 0.057 125 Door: Solid Door(under 50%glazing) 48 0.350 17 Door 1: Glass Door(over 50%glazing) 128 0.300 38 SHGC: 0.30 Window: Vinyl Frame 469 0.300 141 SHGC: 0.30 First Floor: All-Wood joist/Truss 1,165 21.0 0.0 0.044 51 Cantilever Floor:All-Wood joist/Truss 35 21.0 0.0 0.044 2 Compliance Statement. The propos, �A scribed here is consistent with the building plans, specifications, and other calculations submitted with the pe osed building been de ' ed to meet the 2018 IECC requirements in REScheck Version : REScheck-We �' andatory r uir ments I' to in the REScheck Inspect' n Checklist. C Name-Title natur Dale Project Title: ENGEL RESIDENCE. Report date: 05/25/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified • Field Verified # Pre-Inspection/Plan Review Value Value complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ( -y❑Complies 103.2 :documentation demonstrate i❑Does Not [PR1]1 !energy code compliance for the I !building envelope.Thermal ❑Not Observable ;envelope represented on ;❑Not Applicable !construction documents. ( ! 103.1, lConstruction drawings and I❑Complies 103.2, :documentation demonstrate { ❑Does Not 403.7 !energy code compliance for ' [PR3]1 :lighting and mechanical systems. _ $I❑Not Observable �j !Systems serving multiple i❑Not Applicable !dwelling units must demonstrate { ! !compliance with the IECC ! I I Commercial Provisions. r , 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA Manual J or other methods Btu/hrg: Btu/hrg ;❑Not Observable approved by the code official. ;❑Not Applicable ! Additional Comments/Assumptions: 11 High Impact (Tier 1) 2-1 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: ENGEL RESIDENCE. Report date: 05/25/21 Data filename: Page 2 of 9 "Section , # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1. A protective covering is installed to ;❑Complies [F011]z I protect exposed exterior insulation UDoes Not ,land extends a minimum of 6 in. below 'i ;❑ grade. Not Observable j :❑Not Applicable 403.9Snow-and ice-melting system controls;❑Complies [F012]2 installed. '❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ENGEL RESIDENCE. Report date: 05/25/21 Data filename: Page 3 of 9 Section puns Verified Field Verified & R # Framing/Rough4n Inspection Value Value Complies? Comments/Assumptions " eq.ID 402.1.1, IDoorU-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i :❑Does Not ;table for values. [FRI]1 ; ;❑Not Observable ❑Not Applicable j 402.1.1, Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 i :❑Not Applicable I i 303.1.3 ;U-factors of fenestration products 10Complies [FR4]1 ;are determined in accordance ]❑Does Not with the NFRC test procedure or `. ❑Not Observable 'taken from the default table. i❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not ;instructions. # ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built f ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not U ;AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC I❑Not A erva e ;400 that do not exceed code pp ; limits. , .. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 isealed at housing/interior finish ❑Does Not ,, and labeled to indicate :52.0 cfm I leakage at 75 Pa. t ❑Not Observable ; F ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is $❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches.Supply ands' ❑Not Observable i return ducts in other portions of - ❑Not Applicable ; Ithe building insulated >= R-6 for ' diameter>= 3 inches and R-4.2 I ;for< 3 inches in diameter. 403.3.2 ;,Ducts, air handlers and filter ss ❑Complies ; [FR13]1 boxes are sealed with t ❑Does Not !joints/seams compliant withCO) ._ International Mechanical Code or ❑Not Observable ; International Residential Code, as ;. . ❑Not Applicable applicable. 403.3.5 ' Building cavities are not used as f❑Complies [FR'15]3jducts or plenums. f` ❑Does Not '..8 1❑Not Observable ; # E]Not Applicable 403A i HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 above 105'OF or chilled fluids :❑Does Not )below 55 OF are insulated to >_R- ; ' 13 ; ;❑Not Observable ; } ❑Not Applicable 403.4.1 ;,Protection of insulation on HVAC - ❑Complies [FR24]1 piping. E ❑Does Not ❑Not Observable ❑Not Applicable 4015.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >_R-3. :❑Does Not ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ENGEL RESIDENCE. Report date: 05/25/21 Data filename: Page 4 of 9 Section Plans"Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 ;Automatic or gravity dampers are ❑Complies [FR19F 'J installed on all outdoor air ` ❑Does Not 'intakes and exhausts. ❑Not Observable ; I❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) J,2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ENGEL RESIDENCE. Report date: 05/25/21 Data filename: Page 5 of 9 Section E�4�ns'Veri�fied Field Verifid #. Insulation.InspectionComplies? Comments%Assumptions &'Req.ID. Value. . Value 303:1 All installed insulation is labeled ❑Complies [IN13]? :•,, or the installed R-values E '❑Does Not N;.4 provided. Y. i❑Not Observable j❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;01\lot Observable ❑Not Applicable , 303.2, ;Floor insulation installed per ❑Complies 402.2.8 ;manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the ❑Not Observable underside of the subfloor, or floor A ,framing cavity insulation is in t • .-❑Not Applicable -, PP , contact with the top side of E ;sheathing, or continuous insulation is installed on the i. I underside of floor framing and extends from the bottom to the i top of all perimeter floor framing , members. I 402.1.1, ;Wall insulation R-value. If this is a;, R R- ;❑Complies ;,See the Envelope Assemblies 402.2.5, ',mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.E wall insulation on the wall ' [IN3]1 ;exterior,the exterior insulation Mass Mass ;❑Not Observable COO ;requirement applies (FR10). ;❑ Steel ;❑ Steel ❑Not Applicable , 303.2 Wall insulation is installed per s ElComplies [IN4]1 !manufacturer's instructions. I` !❑Does Not i .• :J❑Not Observable e -;E]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2, Medium Impact(Tier 2) '3: Low Impact(Tier 3) Project Title: ENGEL RESIDENCE. Report date: 05/25/21 Data filename: Page 6 of 9 Section Plans Verified`'' Field`Verified 4t Final Inspection-Provisions Value Value - Complies? Cornments7Assumptions & Req.ID 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, I ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' I ; !❑Not Applicable ; ; 303.1.1.1,;Ceiling insulation installed per j ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every !300 ftz. = ❑Not Observable ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies [FI22. . l insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable a extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [FI311 I insulation >_R-value of the ;❑Does Not !adjacent assembly. :[:]Not Observable , j :❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies [F]17]1 :ach in Climate Zones 1-2, and :❑Does Not j <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [F[27]1 :determine air leakage with ftz ftz :❑Does Not either: Rough-in test:Total ; ❑Not Observable !leakage measured with a ; ; ,pressure differential of 0.1 inch ; ;❑Not Applicable Iw.g. across the system including 1 1 ;the manufacturer's air handler enclosure if installed at time of Itest. Postconstruction test:Total I ;leakage measured with a pressure differential of 0.1 inch Iw.g. across the entire system !including the manufacturer's air I handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 !cfm/100 ft2 across the system or ft2 ftz ;❑Does Not I<=3 cfm/100 ft2 without air 3 handler @ 25 Pa. For rough-in ❑Not Observable !tests,verification may need to ; ; ❑Not Applicable ; !occur during Framing Inspection. ! I I 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2% of ' ❑Does Not 'design air flow. ! ❑Not Observable ❑Not Applicable ,4,03.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary E T]Does Not !heating and cooling systems and �, I initially set by manufacturer to { ❑Not Observable ; ?:code specifications. ❑Not A s Pplicable 403.1.2 `j Heat pump thermostat installed . ❑Complies [FI10]2 on heat pumps. ❑Does Not ro i I❑Not Observable .a❑Not Applicable f 403.5.1' Circulating service hot water ❑Complies [FI11]z ,systems have automatic or ❑Does Not �daccessible manual controls. I []Not Observable I ¢❑Not Applicable 11 High Impact(Tier 1) :2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ENGEL RESIDENCE. Report date: 05/25/21 Data filename: Page 7 of 9 Section Plans Verified Field Verified #' Final lnspection'Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ,All mechanical ventilation system ,❑Complies [Fi '5]2 •;::�Jfans not part of tested and listed El Does Not HVAC equipment meet efficacy i and air flow limits per Table i❑Not Observable ; R403.6.1. i❑Not Applicable 4:03.2 )Hot water boilers supplying heat t '"`�'E]Complies [F126]2 jthrough one-or two-pipe heating ;- ';❑Does Not systems have outdoor setback [ control to lower boiler water I - ❑Not Observable , jtemperature based on outdoor ;'F{❑Not Applicable :i temperature. 403.5.1.1 J Heated water circulation systems I❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated _ ]return pipe or a cold water supply f' [:]Not Observable i pipe.Gravity and thermos- {{ ❑Not Applicable -Isyphon circulation systems are f 3 J not present. Controls for =circulating hot water system { ; )pumps start the pump with signal ! for hot water demand within the j occupancy. Controls I automatically turn off the pump i• when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1:2 I Electric heat trace systems ❑Complies [FI29]2- ]comply with IEEE 515.1 or UL [ i❑Does Not 515. Controls automatically e adjust the energy input to the ;❑Not Observable ; j heat tracing to maintain the ❑Not Applicable I desired water temperature in the +piping. t ! 403.5.2 Demand recirculation water ❑Complies [F130]2 •; d systems have controls that ❑Does Not manage operation of the pump t and limit the temperature of the ❑Not Observable ; j water entering the cold water -F }❑Not Applicable piping to <= 1049F. . 403.5.4 Drain water heat recovery units I" ; . ❑Complies [F[31]2 Tested in accordance with CSA ❑Does Not 3 B55.1. Potable water-side -,pressure loss of drain water heat - ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water t 'heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 ;90%or more of permanent #❑Complies [FI6]1 Mixtures have high efficacy lamps. JE]Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have t - ❑Complies [.FI23]3' no continuous pilot light. )❑Does Not {❑Not Observable , [ 11INot Applicable 40T.3, -,,]Compliance certificate posted. `• ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ENGEL RESIDENCE. Report date: 05/25/21 Data filename: Page 8 of 9 Section Plans Verified- Field Verified. # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for , ❑Complies [FI,18]3 'mechanical and water heating j❑Does Not systems have been provided. t. JE]Not Observable " ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ENGEL RESIDENCE. Report date: 05/25/21 Data filename: Page 9 of 9 �( 2018 IECC Energy j Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 Heating & Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments .TTAO.tOFLUOE 2' -0" NTAL TO ROOF ICE BARRIERS: ICE SAND WATER SHEILD TO EXTEND FLOOD ZONE AE 6 (MIN FIRST FLOOR ELEVATION 8. 0') NOT LESS THAN 36 HORIZONTAL MEASURED ALONG THE. ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. (TlP ALL ROOFS) _ :�,_,*. .. r' „ , STONE VENEER CHIMNEY PER SELECTION OF �, OWNER AAA - ARCHITECT APPROVED AS DOTED ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES DATE: B.P. t REVISIONS D E S C R IP T I O N FEE. a• o BY: NOTIFY BUILDING DEPARTMENT AT 12 12 12 765-1802 8 AM TO 4 PM FOR THE 14 14 14 FOLLOWING INSPECTIONS: *0 4+� }� 1 DATION FOR NPOURED CONCRETEIRED 2. ROUGH - FRAMING & PLUMBING I" X 8" FASCIA 3, INSULATION W"X6" OVER 4. FINAL • CONSTRUCTION MUST 1"X6" FRIEZE BOARD - - - BE COMPLETE FOR C.O. 9'-0" PLATE HEIGHT - - - s'-o" T.O. WINDOWS ALL CONSTRUCTION SHALL MEET THE � REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR nx eat DESIGN OR CONSTRUCTION ERRORS. I I 8"X8" COLUMN- O� 35/4" WINDOW 6 & DOOR SURROUNDS M WRAPPED IN 1"X fl AZEK 30 10 30 10 EG ss 30 10 30 10 (TYPICAL) m OCCUPA I _EGR SS EG ESS ' ' (_ 1�!V �i�, rua7, a�E //�J36" HIGH RAIL PEP NYS CODE EG SS EG ESS 12 Sgy p�y� j`J�� e SWEEP SHINGLES OVER LIS I v ����� ��� �j�q r � V?��'ITH CHP.P 00:1 I-F`_ 4 1"X1O" BELT BOARD W/ e n rt ('� T �' ��� CEDA PERFECTION CEDAR PERFECTION 1 �" SOLID CROWN 'j'NTH O UT C ERT��C TE FLOOD DA-,V AOU KIEVU—M T" SHINGLE SIDING S I IllANDN A , >-•� r i�•, ,btu SHINGLE SIDING «s' METAL ROOF T.O. SECOND FLOORc°�'i 'si'•. / 9'-0" PLATE HEIGHT Ji OCCUPANCY AK 51 8'-0" T.O. WINDOWS CEDAR PERFECTION P /y 12" FYPON BRACKET Q��.JT F";�C �O t:m. SHINGLE SIDINGA _ (TYPICAL) A A 12 COMPLY WITH ALL CODES OF FRA, TNG U►1Til SURVEY 4 S AINDINIG1 AM BRACKET Nr_,J11 YURK STATE & TOWN CODES HAS BEEN APPROVED. OF FOUNDATION LOCATION METAL ROOF AS REQUIRED AND CONDITIONS O - _- 3(56 ° Ill o� SOUTHOLD TOWN ZBA 30 10 30 10 EG SS 00 EG SS EG SS SWEEP SHINGLES OVER SOUTHOLD TOWN PLANNING BOARD 12" FYPON BRACKET FOUNDATION WALL J (TYPICAL) SOUTHOLD TOVAI TRUSTEES Uj CEDAR PERFECTION CEDAR PERFEc I NJ J T.O. FIRST FLOOR N.Y.S.DEC -� SHINGLE SIDING SHINGLE SIDING - - - PROPOSED GRADE 9.6' RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 0 O OF D 8%16" SMART VENTS RETAINING WALL THE TOWN CODE. PROPOSED GRADE 6.5' ® MAX 12" ABOVE ADJACENT I I Uj GRADE AND MAX 12" ABOVE W 9080 O.H. DOOR CRAWL SPACE SLAB I n USE MODEL C 1540-510 ® L1 J EXISTING GRADE 5.0' 200 sFT OF COVERAGE PER VENT EXISTING GRADE 5.0' E F R U N T E L E V A T I O N scqui:ed rr U 1 W 1 SCALE: 1 4" = 1'-0" T.O. FLUE 2'-0" ABOVE NYS COS (� z A 10'-0" HORIZONTAL U N To ROOF 0 USTONE VENEER CHIMNEY � PER SELECTION OF OWNER TjjUSS PLACARDIN REQUIRE[ O �- U 0 Q D o PLUMBER CERTIFICATION J L ON LEAD CONTENT BEFORE LU _ � CERT1FlCATE OF OCCUPANCY SOLDER USED IN WATER ASPHALT ROOF SHINGLES SUPPLY SYSTEM CANNOT Q EXCEED 2J10 OF 9% LEAD. P LT R HIN L S PLUMBING 9'-0" PLATE HEIGHT 1" X 8" FASCIA ALL PLUMBING WASTE w/1"x2" OVER &WATER LINES NEED Uj 8'-0" T.O. WINDOWS 1"X6" FRIEZE TESTING BEFORE COVERING - - BOARD O 1W/1.,82.. o R A 281 o 1"X6" IEZE �/ _ 8"X8" COLUMN BOARD JJJ WRAPPED IN 1"X AZEK M JUN 15 2021 m 30 10 WPV156510 30 10 EG SS EGRESS 36' HIGH RAIL PER NYS ro[E 1. Iicd,r placcd T.O. SECOND FLOOR "s11"cd��1nRTt confa*M 9'-O" PLATE HEIGHT t®Ch,rter172 --- of'thc de Charles M . Thomas 8'-C" T.O. WINDOWS CEDAR PERF CT10N a r c h i t e c t TFF SHINGLE SIDING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 5/4" WINDOW Mower door PROJECT � & DOOR SURROUNDS �o (TYPICAL) 3 6 3 6 3 6 3 6 >r�nd duct�� o w t0 EG SS EG SS EGRESS EG ESS testing;tOt�uireE�i� SWEEP SHINGLES OVER STAIRS SHALL NO j FOUNDATION WALL EXCEED A VER IKA (TYPICAL) RISE OF 151 INCHE 36" HIGH RAIL F - BETWEEN TW ENYSANDINCOD PER NYS CODE T.O. FIRST FLOOR 808 APLR PROPOSED GRADE 9.6' 8.• Llwt i ro%ii '" ELEVATIONS ��nu �, ,,,� E�.�" 'Ctad'� RETAINING WALL USE MODEL N COVERAGE 200 SFT OF COVERAGE PER VENT 8"x16" SMART VENTS ® MAX ABOVE ADJACENT ® ® DATE: GRADE AND MAX 12" ABOVE 6�14�21 CRAWL SPACE SLAB PROJECT No, EXISTING GRADE 4.5' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. MC CHK BY, GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DWG No. SNOW DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN SPEED TOPOGRAPHIC SPECIAL WIND WIND—BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM E R E A R E L E V A T 1 0 N LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX 1 OF 6 DFPTH 2 SCALE: 1/4" = 1'-0" 20 PSF 130 NO NO YES B SEVERE 36" MODERATE 11 YES FROM 1998 599 TO HEAVY FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUT PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. T.O. FLUE 2'-0" ABOVE A 10'-0" HORIZONTAL TO ROOF _kJ1 STONE VENEER �CHIMNEY REVISIONS D E S C R I P T 1 0 N 12 10D 0 10 P� ASPHALT ROOF SHINGLES 10 CEDAR PERFECTION SHINGLE SIDING CEDAR PERFECTION i" X 8" FAS - SHINGLE SIDING 1" X 8" FASCIA g'_O" PLATE HEIGHT W/1"X2" OVER W XX2 - - 1„I( „ 1"X6" FRIEZE 8_0" T.O. WINDOWS BOARD BOARD - - O��O of 5/4" W NDOW ��� 8"X8" COLUMN & DOOR SURROUNDS WRAPPED IN 1"X AZEK 0 0 0 (TYPICAL) SWEEP SHINGLES OVER 36" HIGH OPE FyN I 30 10 �" �� 1"X10" BELT BOARD W/ 03 RAIL PER NYS 8080APLR EG SS �l3080 111 CODE 1 SOLID CROWN 12" FYPON BRACKET 12 T.O. SECOND FLOOR g'-C" PLATE HEIGHT D B'-0" T.O. WINDOWS TF 12 2 o � co ep I I rn STAIRS SHALL NO EXCEED A VERTICAL RISE OF 151 INCHES CEDAR PERFECTION BETWEEN LANDINGS SHINGLE SIDING PER NYS CODE T.O. FIRST FLOOR EL 11.6 0 PROPOSED GRADE 9.6' 0 ❑❑ [Ell RETAINING WALL I I I W 8%16" SMART VENTS 3080 MAX 12" ABOVE ADJACENT PROPOSED GRADE 6.5' V J GRADE AND MAX 12" ABOVE 0 CRAWL SPACE SLAB STEPS FROM PROPOSED 0 DRIVEWAY ELEVATION TO EXISTING GRADE 4.5' EXISTING GRADELu W � z � 0 N rE SIDE ELEVATION = T.O. FLUE 2'-0" ABOVE .� SCALE: 1/4" = 1 -0 A 10'-0" HORIZONTAL U TO ROOF I � 0 > U 0 STONE VENEER CHIMNEY �ll � < 0 PER SELECTION OF OWNER I � � ui - = 12 Q U 10 I' ASPHALT ROOF SHINGLES ui 1" X 8" FA CIA W/1"X2" OVE 1"X6" F 9'-0" PLATE HEIGHT BOARD 8'-0" T.O. WINDOWS 5/4" WINDOW & DOOR SURROUNDS (TYP I CAL) p I co 6 3 6 SWEEP SHINCLES OVER LG SS EG SS 1"X10" BELT 9DARID W/ 1 J" SOLID CROWN 12" FYPON BP.ACKET CEDAR PERFECTION Charles M. Thomas T.O. SECOND FLOOR SHINGLE SIDING g'-O" PLATE HEIGHT 6 a r C h t e C t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 8'-O" T.O. WINDOWS PROJECT 0 I 0 3 56 3 ES 3 56 36" HIGH CABLE RAIL COEG SS EG EG SS PER NYS CODE SWEEP SHINGLES OVER FOUNDATION WALL (TYPICAL) T.C. FIRST FLOOR ISIDE ELEVATIONS PROPOSED GRADE 9.6' DATE: 6/14/21 c PROJECT No. O RETAINING WALL inI DRAWING BY. MC I CHK BY. DWG No. E SIDE ELEVATION `tp EXISTING GRADE 4.5' 8%16" SMART VENTS 4 SCALE: 1/4" = 1"—O" MAX 12" ABOVE MAX ID2JA ENT 2 OF 6 GRADE CRAWL SPACE SLAB USE MODEL # 1540-510 )nn ccT nF rn\/FPArF PFG \tFIJT i i THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i A ARCHITECT 57'-0" 23'-51 REVISIONS DESCRIP T ION 25'-0" " 8 8 4'-2 j" UP 1OR 3'-6" Simpson Strong-Tie to I I I I ( I I I I I I III- o HDU (CORNER HOLD DOWN) IIIIIIIIIII II � I� I (TYPICAL THROUGHOUT, SEE DETAIL) L (2) 056 3056 "' FWG 8080 3056 x EG ESS EGRESS APLR EGRESS IT 3-1 3/4" X 9 1/2" ML HDR I I 3-1 3/4" X 9 1/2" ML HDR F 7'-2' B O I L E R 8'-0" rH W H 12'-0" 5-01' III _ - - 16'-0" DO M 1 23R 2070 �W 3 80 O'er-DETECTOR W iFAN TO EXX ERI�ORT (I SMOKE F I i i CL ISEI� M w MECH ROOM N Oil III II II II tc O `o to 3'-6" 3070 io w 0Li uj M o I I - - cavil PROVIDE 5/8" TYPE "X" GYP. Om ti c10 BATH I MASTER to ci ON CEILING ABOVE FURNACE FOR AT ® II II _ BEDROOM N 0 z_� O x_ LEAST 3'-0" ON ALL SIDES AS PER I III II P 2020 RESIDENTIAL CODE OF N.Y.S. H y m 1 DIRECT VENTx O N PER C DE BEDROOM 2 II II I AU RI�I F- SMOKEL� II I� x w OS —DETECTOR I of II No II 0D RETAINING WALL 9 }" TJI JOISTS 360 SERIES ��Xlly °R_. ASHER",4�P EL9.6' OXIDE PRIM O DRAIN. IILj ® 16' O.C. ��� �o, SipAEXT" T DRYEItI TO x x PROVIDE 5/8" TYPE "X' O II 0O O GYP. BD. ON CEILING 5-10" 2' 0" II II II I (w 0 — OABOVE FURNACE FOR AT SMOIKE H Cp in GARAGE LEAST 3'-0" ON ALL O ZN O O S DETECTOR II �II = NwN SIDES AS PER N.Y.S. CODE ° N x 1HR. RATED I CLOSET _j 0 0� 1 CARBON N V) �JJ o O �D(j 1) �—MONOXIDE II =II JII 12 = 2'-10" 5'-0" d I O L1J 5/8" TYPE X SHEETROCK _ _ _ IIN DETECTOR o N O) WALLS & CEILING II -'III JII III J N " r III I I W — — — BEDROOM 1 ��� II �II ' III �II III CLOSET 04 I I I II e w �-- '� I SMOKE N I I I rO�O —DETSMOKE ECTOR N N O I n II II I OSDETECTOR N tI�I °1� -8�1 IIM 1'-2" 8'-6" 111 6-o I uO/ I I I) w 0 1 ,14 o o N � W 2 I I I I uTl o 0 I 4 4" P STa I � I 2 z M II II II I I N= 0 a_� W F V I� II II � 0II II II II II � i �� � [�>< III w `° 0N II II q _ zI ` IIN E `° uj (�I`I`- MASTER II II I ® II F ' , LINE OF FLOOR ABOVE U IIo to 0 BATHROOM cn o O ' M N io u a 9080 O.H. DOOR I " 5° moo° FOYER `� I 3�-6' ® I 0 13-4' 2' 0" FF OPEN II - II v� E') v Pn 4'-0" TO SHOWER 1 3-1 3/4" X 9 1 2" ML HDR ` I '(0 OABOV Iix,\0 3'-4" 10'-6"(2)3 510 7- OJOf J — EGR SS I n/ — T-5" L — — — — 11_ IILJIr— LINE OF WALLS ABOVE AX 251 — — 3C 56 TEvIP 380 138 LINE OF MILLS ABOVE DRIVEWAY 3 WINDOWS N STAIR WAY U EL6.5' TO BE TENIPERED GLASS V/ n z rn Z w x FRONT PORCH w so s W I i I 4'-21" 4'-2�" 7'-2" 8'-10" 3'-2" 8'-2" 5'-3" Charles M . Thomas 16'-0" 16'-0" 8'-5" 16'-7" 57'-0" a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT P F I R S T F L O O R P L A N SCALE: 1/4" = 1'-0" FIRST FLOOR: 1165 SF SECOND FLOOR: 1083 SF TOTAL: 2248 SF FIRST AND SECOND FLOOR PLANS FLOOD ZONE AE 6 (FIRST FLOOR ELEVATION 8.0' MIN ) DATE: 6/14/21 PROJECT No. DRAWING BY. MC CHK BY. DWG No. 0- 003 - 00 3OF6 i I THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.. ARCHITECT S `~. 57'-0" REVISIONS D E S C R I P T I O N 16'-0" 41'-0" 9'-0" 12'-4" 7'-0" 9'-6" 3'-2" WOODEN STEPS TO GRADE K � 30510 WPW 6510 30510 EGRESS EGRESS 281310 2610 1AX 81 rr � DN 36" Hll; CABLE RAIL PER NYS CODE 23R 3-1 3/4' X 9 1/2" ML HDR 12'-9" 3'-3" — — —LINE OF TRAY CLG — — — — — -J— _ _ _ SHOWER o I o �1= o — — � 17'-0" z a 0[a a� L _ J L _ J L - JKTCHEN a SECOND FLOOR N TRAY CLG BALCONY a I I a DINING BATH J ;< x J TRAY CLG L 25 CFM EXHAUST k 0 r - -1 F - p J WNE 4_0 FAN TO EXTERIOR o _ I I I 1 "' ® Lnrn REF. O° D/W 10 O z to o 0 o J w Z U N ISLAND e O 0 0_ I- 1S,O O N (3) 11 �/a" ML HDR z L) N F - �- - - Nt° °' U 34'-4" 3'-0" 2'-0 N 8"X8" COLUMN o WRAPPED IN 1"X o SMOKE 2 } 1 AZEK to o 11 �ifi" ML RIDGE BEAM (D—DETECTOR z Lo to I CARBON d n NCO 11 �i�" ML RIDGE BEAM © MONOXIDE N _ _ _ _ _ _ DETECTOR STONE VENEE O L COVERED NOTE: TRAY ENTIRE $.. o 2ND FLOOR CEILING 6j SECOND FLOOR — o ' BALCONY J TO 10'-0" x N CLOSET L z z zL a SINGLE PLY RUBBER ROOFING 0) o, ~� L VING SMOKE of OVER 45# ROOF FELT ON 3/4" COX I I w ROOM o Of—DETECTOR J to PLYWOOD SHEATHING. 9 1/2" ROOF t307O TRAY CLG 36" HIGH OPEN RAIL PER NYS COD Na RAFTERS Q16"O.C. UJ � PITCH ROOF FROM RESIDENCE= 0 O pU) 0LO oG M TRAY G36" HIGH OPEN ,AIL PE NY C DE0 Q0 w ,p e OPENOUEEo Q / . TO BED 16'-0" ° 9�10" BELOW 10'-4�' 3' 4" W 36" HIGH CABLE RAIL PER NYS CODE I LINE OF TRAY CLG Ld ��OIT 10 (3) 11 'i�" ML HDR a F 2"X10" CLG. JOIST O ® 16" OC R-49 INSUL. z _ _ 3-1 3 4" X 9 1 2" ML HDR o 7 5 9" 12 LINE OF ROOF BELOW 2 3 510 '`' 2"X10' LG. JOIST ® 1"X10" CLG. JOIST 2 z 16 OC. R 49 INSU 6" OC R-49 INSUL. \ (� (EGR SS AX 51 311 3/4" X 9 1/2' ML HDR TE P , \ 3 56 i (2)3 510 U � / EGRESS ' I WINDOWS INI STAIR WAY EGR SS TO BE TEMPERED GLASS II II U O II 11 Q O - 0 mj LINE OF R OF BELOW 2'-0" 5'-2" 5'-2" 3'-8" 4'-2�" 4'-2j" 3'-2" 3'-1" 5'-1" 5'-3" 16'-0" 41'-0 11, „ Lu �- 57'-0" f (D U S � Cn P SECON D FLOOR P L A N 2 SCALE: 1/4" = 1'-O" FIRST FLOOR: 1165 SF SECOND FLOOR: 1083 SF j TOTAL: 2248 SF LIVING ROOM BALCONY SINGLE PLY; RUBBER ROOFING 3/4" PLYWOOD UP 24" ONI REAR WALL RIP 2"X4" ACQ 3 1" TO 0" Charles M . Thomas ( ) HAND RAIL LAG BOLT PER SPEC 4" PLYWOOD AS SELECTED PER OWNER 36" a r C h I t e C t SINGLE PLY RUBBER ROOFING HIGH PER NYS CODE PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 p OVER 45# ROOF FELT RIP 2"X4" ACQ (3 TO 0") cV 4"X4" DECKING (PER OWNER) PROJECT LET IN 2"X6" ACQ NAILER 9 J" TJI JOISTS 360 SERIES @ 16" O.C. GUTTER 11 $ TJI JOISTS 360 SERIES @ 16" O.C. TECO EACH FLUSH JOIST CONNECTION I FIRST AND SECOND BEDROOM 1 GARAGE FLOOR PLANS DATE: 6/14/21 PROJECT No. DRAWING BY. MC CHK BY. DWG No. - 004 -00 BALCONY DETAIL 4 OF 6 SCALE: N.T.S. MEOW I THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i I ML RIDGE Zi. I' .t4• 4 2"XSM CT ® 16" OC �• t}°� ,'-'i' e'�r1;p�.�+ 12 0&4 ARCH ITECT RIDGE N10 TYPICAL ROOF CONSTRUCTION ATTIC CEDAR PERFECTION ROOF SHINGLES OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16 O.C. REVISIONS D E S C R I P T 1 0 N TYPICAL CEILING CONSTRUCTION n " ` �`�` ` ' Y 2"X10" CEILING JOISTS ® 16" O.C. tORYWALL TOLWALINGLODRYWALL RYWALL APEDCEILING DRYWALL TAPED RYWALL 2"X10" CLG. JOIST ® 16" OC. R-49 INSUL. W R-49 BATT. INSULATIONDR WALL CAULKED / OR GASKETED TO TOP PLATE OR GASKETED TO TOP PATE DRYWALL CAULKED, GLUED 5/8" GYP. BD. FINISH NOTE: TRAY ENTIRE 9'_0" PLATE HEIGHT _ / T. & S. 3 COAT JOB (TYP) 2ND FLOOR CEILING 8'-0" T.O. WINDOWS TO 10'-0" DRYWALL CAULKED,GLUED DRYWALL CAULKED, GLUED OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE TYPICAL WALL CONSTRUCTION BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED OR GASKETED TO SUBROOR OR GASKETED TO SUBFLOOR CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX O PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" Q.C. SUBFLOOR CLUED,CAULKED OR M o BEDROOM 3 HALL BATHROOM R-21 INSULATION — SUBFLOOR GLUED,CAULKED DR GASKETED TO RIM JOIST GASKETED TO RIM JOIST I RIM JOIST CAULKED OR RIM JOIST CAULKED OR m QASKFTEn TO TOP PIATE QA'�KFTFQ_TO TOP PLATE 2 LAYERS OF DRYWALL CAULKED,GLUED DRYWALL CAULKED, CLUED CDX PLYWOD OR GASKETED TO iOP PLATE OR GASKETED TO TOP PLATE STAGGER SEAMS TYPICAL FLOOR CONSTRUCTION PLYWOOD CAULKED " OR GASKETED iO T.O. SECOND FLOOR 11 " FLOOR JOISTS ® 16 O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 SF INSULATION 2"xe"NAILER 9'-0" PLATE HEIGHT 11 �" TJI JOISTS 360 SERIES ® 16 O.C. — —-- 8'-0" T.O. WINDOWS 5/8" GYP. BD. FINISH --- T. & S. 3 COAT JOB (TYP) TYPICAL WALL CONSTRUCTION DRYWALL CAULKED, GLUED DRYWALL CAULKED, CLUED OR GASKETED TO BOTTOM PATE OR GASKETED TO BOTTOM PLATE CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 1611 O.C. BOTTOM PLATE CAULKEDBOTTOM PATE CAULKED R-21 INSULATION OR GASKETED i0 SUBFLOOR OR GASKETED TO SUBFLOOR = MASTER CL. MASTER �I e 1 BATHROOM BEDROOM ' GASKETED UBFL TO RIM JOIST AULK R SUBFLOOF GASKETED TOURIM JOIST OR o RIM JOIST CAULKED OR o I O) RIM JOIST CAULKED OR r.A�KFTFI) TO TOP PI ATF r.AqWFTFr) TO TOP PLATE co TYPICAL FLOOR CONSTRUCTION SILL PLATE INSTALLED OVER SILL SILL PLATE INSTALLED OVER SILL 11j" TJI FLOOR JOISTS 0 16"O.C. GASKET (SILL SEALER) GASKET (SILL SEALER) W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION I I T.O. FIRST FLOOR w 11 TJI JOISTS 360 SERIES ® 16" O.C. 3 1/2" STANDARD STEEL PIPE NOTE: SHADED COMPONENTS NOTE: SHADED COMPONENTS O U DESIGNATE AIR BARRIER SYSTEM DESIGNATE AIR BARRIER SYSTEM U PROPOSED GRADE 9.6' COLUMN ON A 30"X30"X15" DEEP 2%6' ACO SILL PLATE CRAWL SPACE POURED CONCRETE FOOTING. (TYP) TERMITE SHIELD, SILL SEALER, 5/8" DIA. ANCHOR BOLTS = MAX 1 SMART VENTS SJ C�26"-0" O.C. 8" MAX 12" ABOVE ADJACENT 0 8" P.C. FOUNDATION WALL GRADE AND MAX 12" ABOVE ip CRAWL SPACE SLAB ° ^ W/(2) #5 BARS, TOP & BOTTOM - UJ >- I CONTINUOUS USE MODEL # 1540-510 I I 4" POURED CONCRETE SLAB 200 SFT OF COVERAGE PER VENT W CRAWL SPACE EL 5'-0" 4 MILL VAPOR BARRIER ON 20"X10" P.C. FOOTING _-- W/(2) #5 BARS CONTINUOUS GRADE EL. 4.5' Q 0 AIR SEALING DETAILS AT CA NTILEVER AIR SEALING DETAILS —• IU Z U 0 0 N M w U s CROSS SECTI ON 1 U 1 SCALE. 1/4" = —� "1' 0 >- U 0 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q U 0 .J L TYPICAL ROOF CONSTRUCTION I I I i- CEDAR PERFECTION ROOF SHINGLES OVER 15# ROOF FELT ON 1/2- CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. ( I I I I— I 1"x8" FASCIA BD. (TYP) 1"x6" FRIEZE BD. (TYP) 2"X1O" ROOF RAFTERS 0 16"O.C. 1"x8" FASCIA BD. (TYP) w ATTIC 1"x6" FRIEZE BD. (TYP) TYPICAL CEILING CONSTRUCTIONLA 2X10 CEILING JOISTS 0 16 O.C. 2"x10° CLG. JOIST ® 16" OC. R-49 INsuL. W/ R-49 BATT. INSULATION NOTE: TRAY ENTIRE 9'-0" PLATE HEIGHT 5/8" GYP. BD. FINISH 2ND FLOOR CEILING HEADER TO 10'-0" s'-o" T.O. wlNoows T. & S. 3 COAT JOB (TYP) - - - WINDOWS IN STAIR WAY TO BE TEMFEF.ED GLASS i TYPICAL WALL CONSTRUCTION = LB CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX PLYWOOD SHEATHING ON 2"x6" w0. STUDS 016" O.C. LIVING ROOM COVERED BALCONY a PLYWOOD BEDROOM 3 ORTAL 110 TUNNEL INDOOR/OUTDOOR FIREPLACE 36" HIGH OPEN PAIL PER NYS CODE SINGLE PLY RUBBERROOFING— 3/4" PLYWOOD m UP 24" ON REAR WALL. RI PLYWOOD PCQ (3 4" TO 0") TYPICAL FLOOR CONSTRUCTION HAND RAIL LAG BOLT PER SPEC OWNER „ „ AS SELECTED PER OER 36" 4 9 7 LE SINGLE PLY RUBBER ROOFING HIGH PER NYS CODE) OUT RIP 2"X4" ACQ (3 4" TO 0" 11 1" FLOOR JOISTS 0 16"O.C, -0OVER 45# ROOF FELT IN W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 SF INSULATION 1 ;"X4" DECKING (PER OWNER) T.O. SECOND FLOOR - _ LET IN 2"X6" ACQ NAILER Charles M. Thomas 9'-0" PLATE HEIGHT O s- -� — 9 1" TJI JOISTS 360 SERIES 016" O.C. GUTTER 8 _6 PLATE HEIGHT N N �p 5/8" GYP. BD. FINISH 11 �" TJI JOISTS 360 11 " TJI JOISTS 360 SERIES ® 16 O.C. 8'-0" T.O. WINDOWS Q6 a r C h i t e C t TYPICAL WALL CONSTRUCTION T. & S. 3 COAT JOB (TYP) SERIES ® 16" O.C. SPLAYED CEILING \-TECO EACH FLUSH JOIST -- CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" cox CONNECTION = = = = = PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. R-21 INSULATION MASTER FOYER CL. BEDROOM 1 PROJECT BATHROOM co 43" ' CLOSET r GARAGE .� \ TYPICAL FLOOR CONS-rRUCTION ili" TJI FLOOR JOISTS 016"O.C. 1HR. RATED W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION 5/8" TYPE X SHEETROCIK - N WALLS & CEILING T.O. FIRST FLOOR N N \.- - CROSS SECTIONS PROPOSED GRADE 9.6' V_CRAWL SPACE ACCESS 45" 2"Xs" ACQ SILL PLATE CRAWL SPACE 8" P.C. FOUNDATION WALL TERMITE SHIELD, SILL SEALER, 8" 5/8" DIA. ANCHOR 3OLTS = W/( )2 #5 BARS, TOP & BOTTOM o 026"-0"'O.C. O CONTINUOUS 4" POURED CONCRETE SLAB N "X10 4 MILL VAPOR BARRIER I D FIREPLACE DETAIL PER WEBSITE DATE: 6�14�21 ON 20 P.C. FOOTING W/(2) #5 BARS CONTINUOUS - PROJECT No. CRAWL SPACE EL 5.0' 4" POURED CONCRETE SLAB 1 SCALE: 1/2" = 1'-0" DRAWING BY. MC 4 MILL VAPOR BARRIER GRADE EL. 4.5' CHK BY. DWG No. = 005 - o0 s CROSS SECTION 2 � 50F 6 2 SCALE: 1/4" _= 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICAT04S, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. S I N-71 4s \ A e. C . Fn WP 56510 it �fr f j EGRE S EGRESS 2831 28310 AX 81 ETN 3 3-1 3/4' X 9 1/2" L HDR . ,. ARCHITECT >SH O ER THRU)ROOF 4'VENT trP )THRU i )iTHRU R°°r REVISIONS D E S C R I P T I O N K I H E ROOF SECOND FLOOR = D NIN TR Y CLG BATH BALCONY T AY CL AN25 CO EXTERISR I ,.I 1-1 -1-t/2Y I HOUSE i 9NK i I W.0 UV I I I C0 I I I R o SECOND FLOOR co ` L I-1/2 I r 2' 1-1/2' I CO r r X II �2Y i N , a ¢ 1-1/YV I i 1-1 �r-t-1/A cli-2Y M L. RIDGE EAM _ _ L. R DGE EAM _ _ _ FRESH AIR INLET 9rotER I I we .a uv11 won uvIuv OV RE NOTE: TRAY ENTIRE cU ND F OOR EILIN o FIRST FLOOR z o SECOND FLOOR L r 10' o" o I-1/2 �, FIR. o AL ON c osET t t r I-t/1' l� r r ca o w ° o 0iD N a X@ LI VI N N ® o P.V.C.PIPE PITCHED 0 N ROOM CONNECT TO APPROVED AS PER N.Y.S.CODE M L. RIDGE EAM N rR Y CLG F.A.I. k SANITARY SYSTEM S ` U < S 0 2 �� <��� 2 PLUMBING RISER DIAGRAM vn' cn SCALE: N.T.S p� o �Q- / RID E o� ` ED 0 P3 070 Q� 1p 11 D 2'X10" rr 2"00" Ir LF� ® 16" C. ® 6" 01 wFIF 1 to TL3-1 4" X 1 2" L HDR LINE OF ROOF BELOW - _ 2" 10" 2"X 0" r 2"X1 " rr "X1 rr S (2)30510 @ 6" 01 0 1 " oc. A 251 ® 16 OC. 16" OC. 1 EGRESS U 3 5 EGRESS EfR SSIF 2 51 O - - - - - - - - � 0 P 13 \F R 0 0 F F R A M I N G P L A N f- - - - - - - - -1 4 SCALE: 1/4 = 1'-0" 57-0 F Z 2"X1 O" ACID LEDGER U WOODEN STEPS — — — — — — — — - w BOARDOLPRIMARYEDRAMIR TO GRADE 4,-8„ Ll STAGGER AND SECURE E i 44'-7' W 13'-4 61" 12"0 SONO T BE ON Q O 7" 2'-4„ 2,-i~ — U _ — — — — — — 24"x24"02" FOOTINGS 14"X14' POURED >— WOODEN STEPS To GRADE — _ MIN 36 BELOW GRADE U U CONCRETE PIE �3) 2X10 ACQ GIRDER UST BE VIRGIN SOIL) _ A U 26"X10" POUFFE04 CONCRETE FOOTING a,I �L- _ I I I I I I I I I I I I I I I I L — � J I (3) 2x10,,CQ GIRDER O N 36" BELOW GRAD I I I I I I I I ( I I I I I I I I I L — J 2"x8" ACQ. DJ. L — -�� U iv 2X10 ACQ LEDGER BOARD 2X10 ACQ LEDGER BOARD ® 16" OC. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LAGBOLTED L BOX N U — — _I__ — — LAG BOLTED TO BOX M c - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - U= — U — U — O co 'cc 1— 8"x16" SMART VENTS > U O U � I 8" P.C. FOUNDATION WALL I MAX 12" ABOVE ADJACENT N r �I to I I W/(2) #5 BARS, TOP & BOTTOM GRADE AND MAX 12" ABOVE U IR TER TO WALL -°9 CRAWL SPACE SLAB (14) 10d x 1 1/2" FASTENER to I IJo RAISED I I CONTINUOUS I IUSE O _ O 0 ON 20"X10" P.C. FOOTING 200 J SFTD OF COVERAGE PER VEN b I F MECH PLATFORM ° 18„ 3g'-8~ W/(2) #5 BARS CONTINUOUS I I L CS16 0 I al I ooz I STUD TO BAND JOIST I I I al 1 M 1 to m o L UJ (20) 1Od x 1 1/2" FASTENER "' "' z_J w N �, to�, laLd L" I I I Q I— _ 10 1 I M o I U MTS16 D35 12"� SONG TUBE ON L — J W c° 24"x24"x12" FOOTINGS ° MIN 36" BELOW GRADE c�i�o 1 1 I 3 1/2" STANDARD STEEL PIPE ® 1 (MUST BE VIRGIN SOIL) a I COLUMN ON A I 30"X30 X15 DEEP POUREDCO m MTS12 0 N® I I 1 I CONCRETE FOOTING. (TYP) �„ 1,. 1„ ° I 8" I 15'-4'° 1 8„ I 7'-114" T-114., T-114 7'-114 7'-1 4 LTP4 N I 1N I I (— I— —I I— I I o LTP4 I UNEXCAVATED I - .y-.1.—o- � 3L4'�L1LJL$" [)1 c I I I MICROLAM GIRDER I N Uplift connectors shall I 4" POURED CONCRETE SLAB L — ,J L - J L _J L _ .__I OVER 6" MIL. POLYETHLENE I I ALL GIRDERS SHALL BE SHIMMED bypass each other to I AS REQUIRED IN BEAM POCKETS LTP4, spacing as required for prevent cross- III 0) I VAPOR BARRIER ON WELL WITH STEEL SHIMS TYP 111 cross-grain I I COMPACTED POROUS FILL I I > III shear. SSP spacing for uplift. tension of band joist. I I I III RAFTER TO WALL I I CONCRETE 3500 PSI � 1 I III � N III I w ►- SILL TO RIM JOIST S I I I 1 2 I I I I 4" POURED CONCRETE SLAB n SCALE: N.T.S. o 4 MIL. POLYETHLENE III POST FROM V1 OVE N OVERIII POST FROM ABOVE 8" POURED CONCRETE FOUNDATION I I 2 VAPOR BARRIER ON WELL w 111 to 0 ° C WALL E A a" x 16" POURED COMPACTED POROUS FILL o ` 01: o o III I Charles M . Thomas I i CONCRETE FOOTING i 1 � III o A01, � M L` III '� I CRAWL SPACE a III ® a III CRAWL SPACE ACCESS FROM DROP FOUNDATION WALL 1 I 1 111 FIRST FLOOR I 1 a r C h i t e C t TO MEET SLAB `m III I CONTINUOUS FOOTING ~ PO BOX 877 JAMESPORT, NY 11947 631 727-7993 L — — — — — — — UI _J 16,-0" 111 T-1" III F 16'-7" t3 Ridge Beam , LILY,r L — _ _ _ _ _ _ _ _ _ - -- � I PROJECT I o° •i e MAX 12" ABOVE ADJACENT — — — — — — — — — — — — — — I� III I 8"x16' SMART VENTS — — — I° I I GRADE AND MAX 12" ABOVE — ° I °I CRAWL SPACE SLAB L USE MODEL # 1540-510 _ _ _ _ — — — — — — — — — — — — — RIDGE - - I° I 200 SFT OF COVERAGE PER VENT I F_ RAFTER MSTA 2X10 ACQ LEDGER BOARD— LAG BOLTED TO BOX I o I o I I � I -a. ROOF FRAMING 8c D58 12"0 SONG TUBE ON a 0 24"x24"x12" FOOTING Simpson Strong Tie MIN 36" BELOW GRADE N FOUNDATION PLAN WITH CEILING COLLAR TIES ® 32 O.C. ( ) S " MUST BE VIRGIN S01 3) 2x10 AC G CS-20x18" MIN. WTH 7 10d COMMON NAILS 1 ( ) Simpson Strong-Tie 12" 4'-0"� t2" FIER RAFTER INSTALLED OVER PLYWOOD 6/14/21 WOODEN STEPS DATE: RIDGE STRAP TIE ADJUSTABLE HANGER S-44" 3,-41,. TO GRADE _ _ _ _ — — PROJECT No. 9'-3" 16,-0" 8'-5" 16'-7" ORAWNG BY. MC SCALE: N.T.S. SCALE: N.T.S. CHK BY. DWG No. 57'-0" [AIF0061-0 6 OF 6 P F 0 U N D A TI O N P L AN 3 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEF TABLE R 301.7 �s CORNER AND PARTITION POSTS DEFLECTION OF STRUCRURAL MEMBERS ALLOWABLE RAFTERS AND CEILING PIPING — R 6 02. 7. 2 STUCTURAL MEMBER DEFLECTION JOISTS OR APPROVED TOP PLATES ROOF TRUSS RAFTERS W/ GREATER L/180 SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— WW MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALC�� N STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED BORED HOLE MAX CRINGSAND PLASTERED L/360 STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% o BOTTOM PLATE WFCM SECTION 3.3.1.1.1 NOTCHING PROVISIONS 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE EXT. WALLS W/ PLASTER OR H/3so OF STUD DEPTH NSTALLED IN ACCORDANCE / STUCCO FINISHE d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE i ALL PANEL EDGES) WITH BRITTLE(b) FINISHES a- T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(o) FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH I GING a CORNER DETAIL BAND JOIST AND BR D ROTATION IN ACCORDANCE ( ) a. The wind load shall be permitted to be taken as 0.7 times the (n TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT component and cladding lods for hte purpose of the determining V, d NAIL AT 6" O.C. GYPSM BOARD INSTALLED IN g BORED HOLES SHALL NOT w deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO 0walls of sunroom additions or SUCCESSIVE STUDS ARE DOUBLED 1 IT IN IN. RIBBON lass or sandwich panels, the total load deflection supporting not edge of AND SO BORED (o LAP JOIST 3 IN. MIN. CUT INTO STUD — g p z BAND JOIST exceed L/60. For sandwich panels used in roofs or walls of —BOTTOM PLATE FOR FIRE BLOCKING o r, WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall F N OR BLOCKING INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION Of SILL PLATE JOIST o . SECTION 3.4.3.1 .1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE ° SUBFLOOR FFRAMIING AT 6" AOTNPANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION SLAB—ON—GRADE L NDOTIONRADE (b) INSIDE CORNER DETAIL PANEL EDMEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF PLUS ONE STORY 1.a 1.2 FOR EXTERIOR (BEARING AND INTERIOR 2x4 CONTINUOUS � ^ 0 BEARING WALL NON—BEARING WALLS: R602.6 (1 ) & (21 11 LATERAL BRACE AT 6 O.C. N FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) o TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED W 15-7-1 WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-1od NAILS LU N FOR WOOD STRUCTU RALPANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 FASTENER SPACING (inches) SEE STUD TO RAFTER z W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PPLE TUD TYPICAL OR STUD TO STUD DETAIL GABLE END TRUSS § < PANEL SPAN3: O < 4 FEET < PANEL SPAN P ENDWALL ONCECTORS Q TYPE — < 6 FEET < 8 FEET 1/2" SPACING—� A A R QUIRED U) U ALLOWS E CH SIDE N0. 8 WOOD SCREW 16" 10" 8" NSTaLOWN NAILS 0 NAILS � ANCHOR WITH 2 EMBEDMENT FHEADER STUDS FULL LENGTH 5d COOLER NAILS AT 10" O.C. o LENGHT DOUBLE A A WA STUDS f— Q STUD (MIN.) ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH AT HARDWARE ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND ., GYPSUM BOARD z (HDU) REQUITED CTO S AT BOTTOM F ANCHOR WITH 2 EMBEDMENT ( ) ° N UP 0 0 HEADER STUDS IN CO NEC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7 O.C. W LENGHT ° NOTE: SIMILAR UI ED „ ° ° CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP w 0 " ° 2-t6d AT COMMON 10-8d NAILS 1/4 LAG SCREW BASED ANCHOR 16 16 16 SIDE WALL ° NAILS END WALG. FLOOR BRACING AT L N D , BAYS TYPICAL FRAMING AND UPLIFT Uj END WALL WITH 2 EMBEDMENT ( WFCM FIGURE 3.'6 CONNECTIONS FOR OPENINGS Q W LENGHT ' SUBFLOOR 8d NAIL AT 4 O.C. w ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I ; ElfFACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST 12" MAX. ( WFCM FIGURE 11 1 o \ l c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' J NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. Ljj o �� TOP PLATE Q Uj d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING �— PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT 0H NO CEILING RIDGE TENSION STRAP CENTER 2x BLOCKING RIDGE HANGERS IF p LESS THAN 1,500 POUNDS. ° ° H/2 BUT NEED OT ��� ' H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAILS XX REQUIRED RAFTER TAILS ARE NOT EACH END OF 1 -1 4 0 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° CORNER STUD EXC ED 15 FT. AX. E CEED 40 FT. MA . 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / ~ N ° ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g z (HDU)HOLDDOWN o ° CONNECTED TO � � ROOF RAFTER ° o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS Q ° ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o G A. STRAP— PREFERRED METHOD DOUBLEo 20 STUD (MIN.) z �,> AT HARDWARE RAFTER Q w 14 WIDE MIN. 8d NAIL AT 12" O.�C• ON o � W�(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT FLOOR TO FLOOR PHD5 24" RIDGE TENSION STRAP DETAIL � Cn CONNECTION ° TABLE R301 . 5 NOTES N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. " SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6 A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5 0 / EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE -WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO +.r a' S i m p s o n S t rlo n g — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING ;SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T 8-8d TO STUD CONNECTION i CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE } 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT '� z A OUTSIDE CORNER DETAIL LIVE LOAD CONNECTION ( ) BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD (',3 RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5_8d TO STUD 745 LB EVERY STUD REQUIREMENTS. `�' SE �R 0 0 F F�A F TE R 4 Bd TO PLATE ' GYPSUM BOARD 8d NAIL AT UNIFROMc. DLYAL STAIR TREADS SHALL BE DISTRIBUTED LIVE LOAD OR AE3 ONED POUNDOR THE NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Cn W 3 SCALE: N.T.S. LU ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. INC CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP U TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° WALLS.e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR DECKS 40 i NAIL PENETRATION INTO FRAMING IS ACHIEVED. WOOD STRUCTURAL PASSENGER VEHICLE GARAGES 50 f. GUARD IN - FILL COMPONENTS ALL THOSE EXCEPT THE ®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN! HANDRAIL) BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L. ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 ® NAILING SCHEDULE \1__16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED o (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 co a LOAD REQUIREMENT. �( HIGH WIND EDITION), g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS EMENTS ® z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 ® 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED g) INSIDE CORNER DETAIL SLEEPING ROOMS 30 AT PANEL EDGES AND WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE ( PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12" O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: � m EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpson St r o n g — T i e 2:12 E TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. - -- - ---- --- (TABLE 3.2A WFCM 2018 HIGH WIND EDITION The design of this structure is based upon 9 p prescriptive approach using the ( TABLE 3. 1 WFCM 2018 HIGH WIND E D I TI 0 N ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC CONNEC IONS E IST NG UPLIFT, L TERAL & SHEAR LOADS published b The American Forest and Paper Association. Non- Structural elements G E N E R A L N O T E S: A ' re based Pon the 2020 NEW YORK STATE RESIDENTIAL CODE. NAILING SCHEDULE. MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on -, NAIL SPACING g O municipal, local zoning and building codes and ordinances ' havingjurisdiction and best standards of constructionF. JOINT DESCRIPTION 1/2" ANCHOR BOLTS 31 sheet no. 1 C+ All non engineered lumber to be Douglas Fir#2 or better ,� COMMON NAILS 1 - FLOOR practice. f N a� LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 RAFTER TO TOP PLATE TOE-NAILED Design Criteria-Section R301.2.1.1. See Table R301.2. pp y 4-8d PER JOIST 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE g ( (4)A for Wind-Born Debris to all work performed on this project. LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verifyall conditions at the site. An �4N j CEILING JOIST TO TOP PLATE TOE-NAILED 3. FOR THREE SECOND GUST NAND SPEEDS GREATER THAN 130 MPH. y 'ACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. I discrepancies must be brought to the attention of the Architect ...,.... Live Load-Section R301.5 CEILING JOIST TO PARALLEL RAFTER F prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONSFACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o 6-8d PER TIE COLLAR TIE TO RAFTER Sanitation-Section R306 equipment incorporated in the work will be new, and that all work 2Sd EACH END FACE-NAILED Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period _ BLOCKING TO RAFTER TOE-NAILED - Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILED Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING j Means of egress-Section R311 precautions and p programs in connection with the work, and he � Landing-Section R311.3 shall not be responsible for the contractors failure to carry out 2-16d (SEE NOTE 1) PER FOOT TOP PLATE TO TOP PLATE Ramps-Section R311.6 the work in accordance with the construction documents. The FACE-NAILED Stairway-Section R311.7 Architect shall not be responsible for the a Ncts or omission by TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 2-16d PER 2X4 STUD insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END--NAILED) Flame Spread and Smoke-Section R315 p ) general liability In an mount not 3-16d PER 2X6 STUD Insulation-Section R316 Compensation, etc. and y ' 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o Moisture Vapor Retarders-Section R318 coverage not less than 2 million. The Architect shall be FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. > Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous � FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and O BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. N 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codesLU BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) and the sewage disposal system p y ~ 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 9 P to meet Health Department standards. 11J O BLOCKING TO FLOOR JOIST TOE-NAILED') 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. (n N Minimum depth-Section 403.1.4, 48' minimum coverage to to of footing En All work rs conform to the rules and regulations of the New York LU p g p g Energy Conversation Construction Code. All glazed area to be double " ROOF SHEATHING 16%8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. 8d 6" EDGE 6" FIELD 2-1 3/4 x11 7/8' Microlam Girder (or 3 1/2'x11 7/8 Power Beam) 15. The insulation protection as indicated on these plans exceeds z W STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OCI 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG Sd 6" EDGE 6" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and - Q 8d 6" EDGE 6" FIELD 30"x30%12" deep poured concrete column footings, property project for > GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS / p P gs, 3000# test shall remain theof the Architect whether the CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q O 8d 4" EDGE 4" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS CEILING SHEATING 17. Architect has not been retained for site supervision, on-site V Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, 0 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. WALL SHEATHING No footing shall be set higher than a 30 degree angle from any other footing O J Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel lolly columns. Q 8d 6" EDGE 12" FIELD Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS STRUCTURAL PANELS STUDS SPACED UP TO 16 OC strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT W Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 10" FIELD Fireblocking - Section R502.13. "5d COOLERS 7 EDGE z GYPSUM WALLBOARD / ANCHOR BOLTS IN FOUNDATION USE: Q Floor Construction: SSTE128 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W - 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING 0 (� Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X,6 Q I Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: UJ 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER AT EACH RAFTER Q W Finish floors per agreement. AND GARAGE/HOUSE COMMON WALLIr 4-10d x 1 1/2" � Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: 1x6 fascia, wrap STRUCTURAL PANELS Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS 8d 6 EDGE 12 Vinyl vented soffits. FIELD Allu inum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2 ,> X 5„ LAG GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrop. MTS 36, 16" O.C. BOLTS AT 16"' ON CENTER 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END 1/2" MR GWB in wet areas Simpson Strong-Tie o At least one window in each sleeping room shall comply with the exit re Irements RAFTER TO STUD CONNECTION USE: p g p y q MTS 36, EACH ROOF RAFTER U210 2X6 �of section R310. USE 8 16d NAILS AT EACH END N Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER ,� SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 4-1Od x 1 1/2 U 1 1/4" COIL STRAP DECK POST TO CONCRETE CONNECTION USE: �- „ Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST Q w ++ SIMPSON H-8 USE W/ONLY 8" ANCHOR BOLT 14" percent slope), o MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL BP-3 PLATE ( ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), p g MTS12 CAD EACH JOIST U210 2X6 (EVERY STUD) STUD TO SI 7' MINIMUM EMBEDMENT underlayment ( ) ye pp g Apply ( ) p ;•• (SEE ANCHOR SCHEDULE, shall be two 2 I rs applied in the following manner. A I A 19-inch 483 stri PORCH POST TO DECK USE: ATTACH T ON DWGS A-3.1 AND A-3.2) of PS720 (ALIGN WITH JOIST BELOW) AT EACH DECK/PORCH JOIST underlayment felt layers with and starting at the eaves , fastened sufficiently to .� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 4.J HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, overlapping PORCH ROOF RAFTER TO GIRDER USE: 00 16 (14) SDS X" X 3" WOOD SCREWS H2.5A AT EACH ROOF RAFTER successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2" • 7 MIN EMBEDMENT ° o o For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER • (SEE FOUNDATION PLANS A-3.1 AND Ice Protection Section R905.1.2 A-3.2 FOR LOCATION) ° Underlayment in High wind (Section R905.1.1) CONNECTIONS (MINIMUM DOUBLE STUD) ° ° SIMSON STRONG - TIE Flashing (Section R905.2.8) o ^^,, . • d>' ° ++ » Chimne and fires aces - Chapter 10 STU Y2 BEARING PLATE W ° ° ° 1 1/4 COIL STRAP - 16 O.C. Energy y y P Chapter 11, see attached report ° o o ° ',' � �� I Ener Efficiency � • �14 . ,° C• d u` C °• " USE 4-8D ��,�ILS ® EACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN. o ° . a• �• '° �' �,a 4' 'n + General Mechanical System - Chapter 13 FOR HEADER OR �' n , e° , , °° , °° , , •°e , ° n Heaitng and cooling equipment - Chapter 14 BEAM a °• ' a;, a Exhaust Sustem - Chapter 15 > ""' °' -'°" ° MTS30 Duct System - Chapter 16 "� Z DOUBLE TOP PLATE ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie o ° a ° 'lo °°„ ° = Chimneys and Vents - Chapter 18 AC4 ��:•_ SSP Plumbing Part VII AT EACH POST i o 14- IMUM ° ' °a °�q) SEE PLAN '- - a EDGE DI • .!_ ° ♦n UU �, STANCE �•44 a' °° H Flood Zone 301.2.4 EADER L�TA21 I •: V, FLOOR TO FLOOR ° ' Kl�,lc STUDS Simpson Strong-Tie U S20 IX COILED Y2 THREADED ROD CONNECTION STRAP, MIN 12" REQUIRED FOR STU 1/2 L JAK STUDS OVERLAP AT EACH L °° SIMPSON STRONG - TIE STUD 1 1 /4" COIL STRAP - SIMPSON PSON STRONG-TIE 16" O.C. USE 4-8D SIDECOVER H2ACNW NUT COUPLER R{ NAILS AT EACH STUD AT EACH ROOF G RAFTER USE 8-16D MIN EDGE MIN OVERLAP IS 12 NAILS AT EACH END, JACK O SILL ® b DISTANCE* 12" MIN OVERLAP PER RT2.5 _ COMPONENT 'a.t � e. ti" ••o'•pe e STUD TO ROOF RAFTER STHD8 A�.,:°• '' ' �'"°� �'' DMIN EDGE ISTANCE* SHEET NO. s,,r CONNECTION FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS TYPICAL STRAP WRAP UNDER SILL PLATE PING FOR MIN. OVERLAP IS 12" SILL PLATE TO RIM JOIST AND F CONNECTIONS CANTILEVER CONDITION AB . AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR RAMED OPENING EXTERIOR WALL INSTALLATION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS