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HomeMy WebLinkAbout50805-Z $of soul Town of Southold * * P.O. Box 1179 53095 Main Rd °ey�ooxrr�, Southold, New York 11971 a CERTIFICATE OF OCCUPANCY No: 46586 Date: 10/16/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 70 Arshamomague Ave Southold, NY 11971 SecBlock/Lot: 56.-2-19 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/25/2024 Pursuant to which Building Permit No. 50805 and dated: 06/10/2024 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 modular home with an unfinished basement as applied for. The certificate is issued to: Joseph Romano ,Ashley Romano Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1184 8/26/2025 ELECTRICAL CERTIFICATE: 50805 9/25/2025 PLUMBERS CERTIFICATION: AnthonyVenezia 9/10/2025 A tho ' Sig ature TOWN OF SOUTHOLD jar S FfUlA' - �o� °Oa BUILDING DEPARTMENT cm ce TOWN CLERK'S OFFICE ti • �� 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#: 50805 Date: 6/10/2024 Permission is hereby granted to: Nickles, Kathleen PO BOX 56 Southold, NY 11971 To: Construct a new single-family modular home with a HVAC system as applied for per SCHD approval. Additional information may be required. At premises located at: 70 Arshamomaque Ave, Southold SCTM # 473889 Sec/Block/Lot# 56.-2-19 Pursuant to application dated 4/26/2024 and approved by the Building Inspector. To expire on 12/10/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,365.00 CO-NEW DWELLING $100.00 Total: $2,465.00 Building Inspector pF SO�ryol Town Hall Annex O Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Q Southold,NY 11971-0959 �!00U0,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: JRP Equity LLC Address: 70 Arshamomaque Ave City:Southold St: NY Zip: 11971 Building Permit#: 50805 Section: 56 Block: 2 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Current Elec.&Lighting License No: 65941 ME SITE DETAILS Office Use Only Indoor FV- Basement ry-1 Service F70 Solar (— Outdoor W 1st Floor I✓ Pool F Spa F Renovation F 2nd Floor FV Hot Tub r Generator r Survey Attic r Garage Battery Storage f INVENTORY Service 1 ph 17 Heat Duplec Recpt Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph r Hot Water Gas GFCI Recpt 3 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3_ Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 7 4-LED Exit Fixtures Other Equipment: 200A Panel 54 Circuit/46 Used (13)115ArcFault (18)120Combo Breakers Notes: Modular Service & HVAC Inspector Signature: X Date: September 25, 2025 Sean Devlin' 01 Electrical Inspector sean.devlin(-town.southold.ny.us 70Arshamom aq ueMod u larService Four Town Hall Annex �y� y.� Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ® ' Southold,NY 11971-0959 0 E 6 E � n� ®!;?, U S E P 1 1 2025 BUILDING DEPARTMENT TOWN OF SOUTHOLD Building Department Town of Southold CERTIFICATION Date: C/l j 0 as- Building Permit No. � Owner: �� '� AsWev 00,mcoo (Please print) Plumber: A ri--r ca v 111 o e-2,a (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 1© ay of SQPTE,M'6ty 20 otary Publi , ounty GRACL CABRERA NOTARY PUBLIC,STATE OF NEW YORK 62 12407 NO. 01CA6212407 QUALIFIED IN SUFFOLK COUNTY 1 MY COMMISSION EXPIRES APR 5,2TO26 g SOUTyOIo V TOWN OF SOUTHOLD BUILDING DEPT. � couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 04< DATE INSPECTOR j �aoF souryol * # TOWN OF SOUTHOLD BUILDING DEPT. °yco 631-765-1802 ©$ INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION/CAU KING [ ], FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]- PRE C/O [ ] RENTAL wv .e ' REMARKS: l vic o d 4.1_ -Lo% -.11 0 CWPAANA j/7 DATE INSPECTORAV �v ® Load Short Form ;-�-- Job: 70 Arshamomaque Ave... --�+ wrightsoft Date: October 15,2025 Entire House ns By: Gerson Rubio Home Energy Solutions QC� 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energ utiont:cortf ` T . . Project • • For: 70 Arshamomaque Avenue, Southold, NY Design Information Htg Clg Infiltration Outside db (OF) 7 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD ('F) 63 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(grAb) 37 31 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 Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) AH1 1390 25280 20938 880 880 AH2 1131 16917 13160 800 800 Entire House 2521 42197 32865 1680 1680 Other equip loads 6379 936 Equip. @ 1.00 RSM 33801 Latent cooling 3718 TOTALS I 2521 I 48576 I 37520 1680 1 1680 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft- 2025-0ct-1609:37:53 Right-Suite®Universal 2024 24.0.03 RSU25299 page 1 Cd� ...omaque Avenue\70 Arshamomaque Avenue ManJSD.rup Calc=MJ8 House Front faces: E Load Short Form Job: 70 Arshamomaque Ave... I� WI`I9 htsoftQ Date: October 15,2025 AM 1 By: Gerson Rubio Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 70 Arshamomaque Avenue,Southold, NY Design Information Htg Clg Infiltration Outside db(°F) 7 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 63 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Comfort-Aire Make Comfort-Aire Trade COMFORT-AIRE Trade COMFORT-AIRE Model GUH96C070B3M Cond RSG1730S1R-"'A AHRI ref 212396513 Coil MCG36T(A,B,C)2M+GUH96C070B3M AHRI ref 209924314 Efficiency 96.1 AFUE Efficiency 13.0 EER2,15.7 SEER2 Heating input 66000 Btuh Sensible cooling 18480 Btuh Heating output 64000 Btuh Latent cooling 7920 Btuh Temperature rise 66 °F Total cooling 26400 Btuh Actual air flow 880 cfm Actual air flow 880 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BATH 1 127 1397 521 49 22 BATH 5 38 0 0 0 0 BEDROOM 1 264 3799 4883 132 205 FOYER 220 3232 2951 112 124 LAUNDRY 112 1539 1044 54 44 LIVING KITCHEN 588 14563 11446 507 481 WIC 1 42 750 93 26 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fj- wrightsoft`" 2025-Oct-1 6 09:37:53 Right-Suite®Universal 2024 24.0.03 RSU25299 Page 2 RUA ...omaque Avenue%70 Arshamomaque Avenue ManJSD.rup Calc=MJ8 House Front faces: E AH1 1390 25280 20938 880 880 Other equip loads 3536 2225 Equip..@ 1.00 RSM 23164 Latent cooling 3288 TOTALS I 1390 I 28816 I 26452 I 880 I 880 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2025-Oct-16 09:37:53 ,,,..e.. ... �.,. Right-Suite@ Universal 2024 24.0.03 RSU25299 Page 3 ZUK ...omaque Avenue170 Arshamomaque Avenue ManJSD.rup Calc=MJ8 House Front faces: E d Load Short Form Job: 70 Arshamomaque Ave... +1 Wrl htsoft Date: October 15,2025 A H2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 70 Arshamomaque Avenue, Southold, NY Design Information Htg Clg Infiltration Outside db(OF) 7 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(OF) 63 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Comfort-Aire Make Comfort-Aire Trade COMFORT-AIRE Trade COMFORT-AIRE Model GUH96C045B3M Cond RSG1724S1R **A AHRI ref 212396511 Coil MCG24T(A,B,C)2M+GUH96C045B3M AHRI ref 209927718 Efficiency 96.6 AFUE Efficiency 12.9 EER2,15.7 SEER2 Heating input 44000 Btuh Sensible cooling 14980 Btuh Heating output 43000 Btuh Latent cooling 6420 Btuh Temperature rise 49 OF Total cooling 21400 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.061 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 2 83 1167 504 55 31 BATH 3 58 788 760 37 46 BATH 4 63 1335 769 63 47 BEDROOM 2 194 2475 1270 117 77 BEDROOM 3 183 2219 3162 105 192 BEDROOM 4 196 3154 2746 149 167 HALL 210 4385 3539 207 215 WIC 2 78 990 293 47 18 WIC 3 36 0 0 0 0 WIC 4 31 403 118 19 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -via- wrighls0ft„ 2025-Oct-1 6 09:37:53 �. � .�L•,a .,..m..q.., Right-Su Re®Universal 2024 24.0.03 RSU25299 Page ...omaque Avenue170 Arshamomaque Avenue ManJSD.rup Calc=MJ8 House Front faces: E AH2 1131 16917 13160 800 800 Other equip loads 2842 2124 Equip. @ 1.00 RSM 15284 Latent cooling 2355 TOTALS i 1131 t 19760 I 17639 t 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WCIgt1lS® 2025-Oct-1 6 09:37:53 Arm ..� PM Right-Suke®Universal 202424.0.03RSU25299 Page Arm ...omaque Avenue170 Arshamomaque Avenue ManJSD.rup Calc=MJ8 House Front faces: E i N BASEMENT 8' 8' x 0 6 6' 8x8 16x8 7' 8' x x BASEMENT 0 4' 24x8 4' 4' Job#: 70 Arshamomaque Avenue Home Energy Solutions Scale: 3/32"= 1'0" Performed by Gerson Rubio for: Page 1 70 Arshamomaque Avenue 187 E Main St Right-Sufte@ Universal 2024 Southold,NY Huntington,NY 11743 24.0.03 RSU25299 Phone:631-673-0664 2025-Oct-16 09:38:01 home-energysolutions.com gdlamay3@gmail.com 0 Arshamomaque Avenue ManJSD.. 1� N 1ST FLOOR 8 169 cfm i I LIVING KITCHEN 9 169 cfm 103 cfm 103 cfm 124 cfm F 169 cfm BEDROOM 1 BATH 5 FOYER R 14x30 m 54 cfm m WIC 1 49 cfm LAUNDRY 26 cfm BATH 1 m j- Job#: 70 Arshamomaque Avenue Home Energy Solutions Scale: 3/32"= 1'0" Performed by Gerson Rubio for: Page 2 70 Arshamomaque Avenue 187 E Main St Right-Sure®Universal 2024 Southold,NY Huntington,NY 11743 24.0.03 RSU25299 Phone:631-673-0664 2025-Oct-16 09:38:01 home-energysolutions.com gdlamay3@gmail.com 0 Arshamomaque Avenue ManJSD.. 1� N 2ND FLOOR OTB BATH 2 WIC 2 55 cim 47 cfm 4' BATH 4 WIC 4 192 cfm 5' 9.11 BATH 3 63 ctm 19 cfm 117 cfm 5' 4' 46 cfm BEDROOM 2 17- T4' 10, 10' BEDROOM 3 12'P 6, 2 TVMC3 11 9' HALL 10, 10 BEDROOM 4 167 elm 215 ctm Job#: 70 Arshamomaque Avenue Home Energy Solutions Scale: 3/32"= TO" Performed by Gerson Rubio for: Page 3 187 E Main St Right-Sude@ Universal 2024 70 Arsham h Avenue Huntington,NY 11743 Southoldold,,N NY g 24.0.03 RSU25299 Phone:631-673-0664 2025-Oct-16 09:38:01 home-energysolutions.com gdlamay3@gmail.com 0 Arshamomaque Avenue ManJSD.. Manual S Compliance Report Job: 70 Arshamomaque Ave... Wright$oft" Date: October 15,2025 A H 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 70 Arshamomaque Avenue, Southold, NY Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 23164 Btuh Entering coil DB: 77.6°F Outdoor design WB: 71.4°F Latent gain: 3288 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 26452 Btuh Indoor RH: 50% Estimated airflow: 880 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Comfort-Aire Model: RSG1730SlR-**A+MCG36T(A,B,C)2M+GUH96CO7OB3M Actual airflow: 880 cfm Sensible capacity: 18480 Btuh 80%of load Latent capacity: 7920 Btuh 241%of load Total capacity: 26400 Btuh 100%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 7.3°F Heat loss: 28816 Btuh Entering coil DB: 64.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Comfort-Aire Model: GUH96C070133M Actual airflow: 880 cfm Output capacity: 64000 Btuh 222%of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. - - wrightsoft" 2025-Oct-16 09:37:53 Right-Suite®Universal 2024 24.0.03 RSU25299 Page 1 AC ...omaque Avenue\70 Arshamomaque Avenue ManJSD.rup Calc=MJ8 House Front faces: E Manual S Compliance Report Job: 70 Arshamomaque Ave ... wrig[.®tsoft" Date: October 15,2025 A H2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 70 Arshamomaque Avenue,Southold, NY Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 15284 Btuh Entering coil DB: 78.9°F Outdoor design WB: 71.4°F Latent gain: 2355 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 17639 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Comfort-Aire Model: RSG1724S1 R**A+MCG24T(A,B,C)2M+GUH96C045B3M Actual airflow: 800 cfm Sensible capacity: 14980 Btuh 98%of load Latent capacity: 6420 Btuh 273%of load Total capacity: 21400 Btuh 121%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 7.3'F Heat loss: 19760 Btuh Entering coil DB: 65.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Comfort-Aire Model: GUH96C045B3M Actual airflow: 800 cfm Output capacity: 43000 Btuh 218%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. n1_L wr eghtsdft„ 2025-Oct-16 09:37:53 T� .y, •, .. .. �< .., Right-Su Re®Universal 2024 24.0.03 RSU25299 Page 2 ...omaque AvenueVO Arshamomaque Avenue ManJSD.rup Calc=MJ8 House Front faces: E Duct System S Job: 70ArshamomaqueAve... 1ihIP1911 $pft yem Summary Date: October 15,2025 AM 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3Qgmail.com Web:home-energysolutions.com Project • • For: 70 Arshamomaque Avenue, Southold, NY Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.242/0.068 in H2O 0.242/0.068 in H2O Lowest friction rate 0.089 in/100ft 0.089 in/100ft Actual air flow 880 cfm 880 cfm Total effective length (TEL) 348 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk BATH 1 h 1397 49 22 0.111 4.0 Ox 0 VIFx 27.0 190.0 st5 BEDROOM 1 c 2442 66 103 0.118 6.0 Ox 0 VIFx 29.3 175.0 st5 BEDROOM 1-A c 2442 66 103 0.114 6.0 Ox 0 VIFx 17.3 195.0 st5 FOYER c 2951 113 124 0.114 7.0 Ox 0 VIFx 22.0 190.0 st4 LAUNDRY h 1539 54 44 0.110 4.0 Ox 0 VIFx 34.5 185.0 st4 LIVING KITCHEN h 4854 169 160 0.108 8.0 Ox 0 VIFx 33.3 190.0 st4 LIVING KITCHEN-A h 4854 169 160 0.092 8.0 Ox 0 VIFx 42.3 220.0 st4A LIVING KITCHEN-B h 4854 169 160 0.089 8.0 Ox 0 VIFx 61.5 210.0 st4A We 1 h 750 1 26 4 0.106 4.0 Ox 0 VIFx 42.0 185.0 st5 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4A Peak AVF 338 321 0.089 608 9.4 8 x 10 ShtMetl st4 st4 Peak AVF 673 649 0.089 757 12.2 8 x 16 ShtMetl st1 st5 Peak AVF 207 231 0.106 520 7.9 8 x 8 ShtMetl st1 st1 Peak AVF 880 880 0.089 792 13.4 8 x 20 ShtMetl wrightsoft- 2025-Oct-16 09:37:53 Right-Suite®Universal 2024 24.0.03 RSU25299 Pagel AC& ...omaque Avenue170 Arshamomaque Avenue ManJSD.rup Calc=MJ8 House Front faces: E 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 Ox0 880 880 76.8 0.089 302 12.3 30x 14 ShMt rrs1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 880 880 0.089 660 13.4 8 x 24 ShtMetl rrs1 Peak AVF 880 880 0.089 792 12.3 10 x 16 ShtMetl rt1 - - wrightsoft" 2025-Oct-1609:37:53 . w.,w..w.,.+.,. Right-Suite@ Universal 2024 24.0.03 RSU25299 Page ...omaque Avenue170 Arshamomaque Avenue ManJSD.rup Calc=MJB House Front faces: E Duct System Summary Job: 70ArshamomaqueAve... WCIght$Oftb Date: October 15,2025 A H2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 70 Arshamomaque Avenue,Southold, NY Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.231 /0.079 in H2O 0.231 /0.079 in H2O Lowest friction rate 0.116 in/100ft 0.116 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 267 ft SupplyBranch Detail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk BATH 2 h 1167 55 31 0.116 5.0 Ox 0 VIFx 18.9 180.0 st2 BATH 3 c 760 37 46 0.125 4.0 Ox 0 VIFx 4.0 180.0 st3 BATH 4 h 1335 63 47 0.128 5.0 Ox 0 VIFx 25.3 155.0 st3 BEDROOM 2 h 2475 117 77 0.139 7.0 Ox 0 VIFx 21.0 145.0 st2 BEDROOM 3 c 3162 105 192 0.121 9.0 Ox 0 VIFx 16.0 175.0 st3 BEDROOM 4 c 2746 149 167 0.134 8.0 Ox 0 VIFx 27.8 145.0 st3 HALL c 3539 207 215 0.128 9.0 Ox 0 VIFx 16.0 165.0 st2 WIC 2 h 990 47 18 0.122 4.0 Ox 0 VIFx 29.3 160.0 st2 vaC 4 h 403 19 7 0.124 4.0 Ox 0 VIFx 21.8 165.0 st3 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 426 341 0.116 782 10.0 0 x 0 ShtMetl st3 Peak AVF 374 459 0.121 842 10.0 0 x 0 ShtMetl 1 A& W r ightsoft, 2025-Oct-I6 09:37:53 ,�, ., ,m o,„ Right-Suite®U niversal 2024 24.0.03 RSU25299 Page AC CA ...omaque Avenue170_ Arsh, amomaque Avenue ManJSD.rup Calc=MJ8 House Front faces: E TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 269 267 68.3 0.116 . 493 10.0 Ox 0 VIFx rb4 Ox 0 531 533 60.2 0.132 679 12.0 Ox 0 VIFx -0& wrightsoft- 2025-Oct-16 09:37:53 Right-Suite®Universal 2024 24.0.03 RSU25299 Page AC k ...omaque AvenueVO Arshamomaque Avenue ManJSD.rup Calc=MJ8 House Front faces: E • � r _ r � p 9 t s � - e, Th Ir k� 41 . it f � •y r l a y �Q\ I'J0 IT ss— russ Type Qty ply MA24076 APEX QN-18054^Y R1 ATTIC 1 i Job Reference(optional) 0-10- 5-104 10-0-0 14-1-12 20-M 20-io 0 10-0' 5-10-4 4-1-12 4-1-12 5-1G-4 Scale=1:39.2 ` 6 I / \ 16 17 7.00 rl2 !f G I 9 15 T� iIVIV 1 2 B-0-0 I \. 10 Tr1 01 B1 ) �o 14 13 12 6-10-4 10-M 14-1-12 20-" 5-10-4 - - 4-1-12 T 4-1-12 5-10-4- LOADING(psf) SPACING- 1 4-0 ( CSI. DEFL. in (loc) I/deft L/d TCLL(roof) 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.06 12 >999 240 Snow(Pf/Pg) 23.1/30.0 0.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.09 10-12 >999 180 TCDL 15.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 * Code IRC20181TP12014— I Matrix-S Attic -0.05 13-14 1989 360 LUMBER- BRACING- TOP CHORD 2x6 SPF/SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. T2:2x4 SPF/SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2xl0 SPF/SP No.2 WEBS 2x4 SPFISP No.2 REACTIONS. (lb/size) 2=567/0-3-8 (min.0-1-8),13=288/0-7-0 (min.0-1-8),10=56710-3-8 (min.0-1-8) Max Horz 2=140(LC 15) Max Uplift2=-183(LC 16),13=92(LC 16),10=-183(LC 16) Max Grav 2=607(LC 22),13=488(LC 27),10=606(LC 23) FORCES. pb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-1 5=5 54178,3-15=-437/85,3-16=-490/156,4-16=-424/164,8-1 7=-4 1 911 64, 9-17=-485/156,9-18=-440/85,10-18=555R8 BOT CHORD 2-14=0/405,13-14=0/398,12-13=0/398,10-12=01397 WEBS 4-8=-299/152,3-14=-253/130,9-12=-256/130 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 3=253/130/0/0,4=299/152112/0,5=111/38/55/0,6=68/46153/0,7=109)39I53/0,8=299/152112/0,9=25 6/1 3 01010,1 2=256/1 3010/0,13=0/398/297/0,14=253/130/O/0 NOTES- 1),Unbalanced.roof live bads,have:beerk considered for this design. 2)Wind:ASCE 7-16;Vutt=135mph(3-second gust)Vasd=107mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;B=45ft;L=24ft;eave=4ft;Cat_11;Exp C;Enclosed;MWFRS(directional)and C-C Exterior(2E)-0-10-0 to 2-2-0,Interior(1)2-2-0 to 10-0-11,Exterior(21R)10-0-11 to 13-0-11, Interior(1)13-0-11 to 20-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-16;Pr=20.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=30.0 psf;Pf=23.1 psf(Lum DOL=1.15 Plate DOL=1.15); Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All additional member connections shall be provided by others for forces as indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A 8)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ! Q r V��j between the bottom chord and any other members. ,`` w BO 9)Ceiling dead load(5.0 psf)on member(s).3-4,B-9,4-8 R 10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14,12-13 /���P �2 �� 11)One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)2,13,and 10.This con - 'on i G) uplift only and does not consider lateral forces. 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and r ;re standard.ANSI/TP11. 1A 13)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard " �89 3 4 2- � \ AR�FESS 10�� Mar 12, 2024 t lob#:MA24076 Truss ID;R1 Standard Peak Connection Flip Rail Connections Compression= 68 Ibs Tension= 39 Ibs Tension= 4G Ibs Shear= 55 Ibs Shear= 53 Ibs Shear Connection Attach Rail to Top Chord With One of the Following Option 1 A. 1 0.131"x 3"Nails Attach 2x4 SPF Stud to One Side,Below Ridge,Every B. 1 0.148"x 3"Nails Truss,with One Of The Following in Each End C. 1 0.162"x 3"Nails A. 2 0.131"x 3"Nails Attach Rail to To Rail with One Of the Fallowing in Each Truss Bay B. 1 0.148"x 3"Nails A. 1 0.131"x 3"Nails C. 1 0.162"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails Option 2 Tension Connections Attach Rail to Top Chord With One of the Following Lap 7/16"24/16 APA OSB Across Flip Rail and Attach Each Truss Chord With A. 1 0.131"x 3"Nails A. 1 0.131"x 3"Nails B. 1 0.148"x 3"Nails B. 1 0.148'x 3"Nails C. 1 0.162"x 3"Nails C. 1 0.162"x 3"Nails FFUP TO RAIL Attach Rail to To Rail with One Of the Following in Each Truss Bay A. 1 0.131'x 3"Nails (S B. 1 0,148"x 3"Nails Heel Connection C. 1 0,162"x 3"Nails Compression= 555 Ibs No Gusset Strap Across Ridge With Simpson CSZO Tension= 405 Ibs H2.6T Strap and One 06 the Following Each End LTP4 Attach LTP4 and H257 To One FLFP TO FUP A. 1 0.148"x 2-1/2"Nails OR 8. 1 0.162"x 2-1/2"Nails 5 #8 x 3"Toe-Screws Collar Tie Connection Compression= 2.99 lbs Gusset Connection Minimum Gusset Width=12" Tension= 152 Ibs Top Chord Attach Collar Tie to Top Chord with One (1)Ply 7/16"24/16 APA 058 Both Sides Of the Following in Each End Option 1 (1)1/2"Bolt Plus One Of the Following A. 4 0.131"x 3"Nails A. 0 0.131"x 3'Nails B. 3 0.148"x 3"Nails B. 0 0.148"x 3"Nails C. 3 0.162"x 3"Nails - C. 0 0.162"x 3"Nails Alternate Collar Tie Connection D. 0 7/16"x 1-1/2"x 16 Gage Staple Tension Top Chord= 0 Ibs Bottom Chord Shear= o Ibs (1)Ply 7/16"24/16 APA 058 Both Sides Lap 7/16"24/16 APA OSB Across Gap and A. 8 0.131"x 3"Nails Attach Each Truss Chord With B. 6 0.148"x 3"Nails A. 0 0.131"x 3"Nails C. 6 0.162"x 3"Nails B. 0 0.148"x 3"Nails D. 11 7/16"x 1-1/2"x 16 Gage Staple C. 0 0.162"x 3"Nails Attach Top Chords to Rails and Rails to Collar tie With A. 0 #8 x 3"Toe-Screws Kneewall Connection Marriage Line Connection Compression= 256 Ibs Tension= 398 Ibs Tension= 130 Ibs Lap 23/32"48/24 APA Sheathing Across Marriage Line-(2' Minimum Width)With One Of the Following Each End Top Chord Attach Chord Block With One Of The Following i, A. 6 0.131"x 3"Nails Compression Option 1-Block B. 5 0.148"x 3"Nails A. 3 0.131"x 3"Nails C. 4 0.162"x 3"Nails B. 3 0.148"x 3"Nails - Strap Across Marriage Line With one Of The Following Each End C. 2 0.162"x 3"Nails Option 1 C520 Strap with One Of the Following Each End Attach Stud To Rail With(2)0.131"x 3" A. 7 0.131"x 2-1/2"Nails Nails(or Toe-Nails)Minimum B. 6 0.148"x 2-1/2"Nails Attach Rail to Top Chord,Bottom Chord or Block With(2) Option 2 CS16 Strap with One Of the Following Each End 0.131"x 3"Nails(or Toe-Nails)Ntinimum A. 7 0.148"x 2-1/2"Nails Option 2-No Block B. 6 0.162"x 2-1/2"Nails Attach Stud To Rail With(2)0.131"x 3" Nails(or Toe-Nails)Minimum Attach Rail to Top Chord,Bottom Chord or Block With(2) 0.131"x 3"Nails(or Toe-Nails)Minimum Tension Strap Stud to Top And Bottom Chord With Option 1 CS20 Strap with One Of the Following Each End A. 3 0.131"x 2-1/2"Nails B. 2 (1148"x 2-1/2"Nails Option 2 LTSA38 Strap With Each End A. 2 0.148"2-1/2"Option 3 H8 Twist Strap With Each End -- OF Nj(y/a_ A. 1 0.148"1-1/2" FYI/ W BO0 G) ,y �09342'� F. A'�FESS Ion" Mar 12, 2024 o ' I rugs Truss Type City Iply MA24076 APEX QN-18054-Y R2 ATTIC 1 1 FjobReference(optional) -0-10-0 4-10-4 7-0-0 9-1-12 14-0-0 14-10-0 0-10-0 4-10-4 2-1-12 2-1-12 4-10-4 0-10-0 Scale=1:31.0 5 7 7.00 12 3 14 13/ 15 1 2 All� 4-0-0 ti B1 Q 11 10 - 4-10-4 9-1-12 14-0-0 _ 4-10-4 4-3-8 4-10-4 i LOADING(psf) SPACING- 1-4-0 �- CSI. DEFL. In (loc) I/deft L/d TOLL(roof) 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.23 10.11 >703 240 Snow(Pf/Pg) 23.1/3 .0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.31 10-11 >536 180 TCDL 15.0 Rep Stress Ina YES I WB 0.06 I Horz(CT) 0.00 8 n/a n/a BOLL D.D " Code IRC2018/TP12014 Matrix-S BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF/SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T1:2x6 SPF/SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. BOT CHORD 2x10 SPF/SP No.2 WEBS 2x4 SPF/SP No.2 REACTIONS. (lb/size) 2=48910-3-8 (min.0-1-8),8=489/0-3-8 (min.0-1-8) Max Horz 2=101(LC 15) Max Uplift2=-184(LC 16),8=-184(LC 16) Max Grav 2=543(LC 22),8=543(LC 23) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-11=-291/184,7-10=292/184 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)l Maximum Shear(lb)l Maximum Moment(lb-in) 3=291/184/D/0,4=99/39/49/0,5=62/45148/0,6=10o13B/50/0,7=2 9 2/1 841010,1 0=2 92/1 8410/0,11=2911184/O/0 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vutt=135mph(3-second gust)Vasd=107mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;B=45ft;L=14ft;eave=oft;Cat.II;Exp C;Enclosed;MWFRS(directional)and C-C Exterior(2E)-0-10-0 to 2-2-0,Interior(1)2-2-0 to 6-11-5,Extertor(2R)6-11-5 to 9-11-5, Intertor(1)9-11-5 to 14-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TOLL:ASCE 7-16;Pr-20.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=30.0 psf;Pf=23.1 psf(Lum DOL=1.15 Plate DOL=1.15); Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 4)Unbalanced snow bads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)All additional member connections shall be provided by others for forces as indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and B.This connection is for uplift only OC A r� and does not consider lateral forces. r t V 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and reference w 8 standard ANSI/TPI 1. �Q� �/Q/ O 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. CO Q7 LOAD CASE(S) Standard v� '989342-At 81 Mar 12, 2024 Job#:MA24076 Truss to:R2 Standard Peak Connection Flip Rail Connections Compression= 62 Ibs Tension= 39 Ibs Tension= 45 Ibs Shear= s0 Ibs Shear= 48 Ibs Shear Connection Attach Rail to Top Chord With One of the Following Option 1 A. 1 0.131"x 3"Nails Attach 2x4 SPF Stud to One Side,Below Ridge,Every B. 1 0.148"x 3"Nails Truss,with One Of The Following in Each End C. 1 0.162"x 3"Nails A. 1 0.131"x 3"Nails Attach Rail to To Rail with One Of the Following in Each Truss Bay B. 1 0.148"x 3"Nails A. 1 0.131"x 3"Nails C. 1 0.162"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails Option 2 Tension Connections Attach Rail to Top Chord With One of the Following Lap 7/16"24/16 APA OSS Across Flip Rail and Attach Each Truss Chord With A. 1 0.131"x 3"Nails A. 1 0.131"x 3"Nails B. 1 0.148"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails C. 1 0.162"x 3"Nails FLIP TO RAIL Attach Rail to To Rail with One Of the Following in Each Truss Bay A 1 0.111"x 3"Nails B. 1 0.148"x 3"Nails Heel Connection C. 1 0.162"x 3"Nails Compression= 250 Ibs No Gusset Strap Across Ridge With Simpson C520 Tension= 250 Ibs H2.5T Strap and One Of the Following Each End LTP4 Attach LTP4 and H25T To One S FUP TO FLIP A. 1 0.148"x 2-1/2"Nails OR B. 1 0.162"x 2-1/2"Nails 2 #8 x 3"Toe-Screws Collar Tie Connection Compression= 0 lb$ Gusset Connection Minimum Gusset Width=12" Tension= 0 Ibs Top Chord Attach Collar Tie to Top Chord with One (1)-ply 7/16"24/16 APA OSB Both Sides Of the Following in Each End Option 1 (1)1/2"Bolt Plus One Of the Fallowing A. 0 0.131"x 3"Nails A. 0 0.131"x 3"Nails B. 0 0.148"x 3"Nails B. 0 0,148"x 3"Nails C. 0 0.162"x 3"Nails ED C. 0 0.162"x 3"Nails Alternate Collar Tie Connection D. 0 7/16"x 1-1/2"x 16 Gage Staple Tension Top Chord= 0 Ibs Bottom Chord Shear= 0 Ibs (1)PIy 7/16"24/16 APA OSB Both Sides Lap 7/16"24/16 APA O58 Across Gap and A. 4 0.131"x 3"Nails Attach Each Truss Chard With B. 3 0.148"x 3"Nails A. 0 0.131"x 3"Nails C. 3 0.162"x 3"Nails B. 0 0.148"x 3"Nails D. 5 7/16"x 1-1/2"x 16 Gage Staple C. 0 0.162"x 3"Nails Attach Top Chords to Rails and Rails to Collar tie With A. 0 #8 x 3"Toe-Screws Kneewall Connection Marriage Line Connection Compression= 292 Ibs ®Tension= 0 Ibs Tension= 184 Ibs Lap 23/32"48/24 APA Sheathing Across Marriage Line-(2' Minimum Width)With One Of the Following Each End Top Chord Attach Chord Block With One Of The Following , A. 0 0.131"x 3"Nails Compression Option l-Block B. 0 0.148"x 3"Nails A. 4 0.131"x 3"Nails C. 0 0.162"x 3"Nails B. 3 0.148"x 3"Nails - Strap Across Marriage Line With one Of The Following Each End C. 3 0,162"x 3"Nails Option 1 C520 Strap with One Of the Following Each End Attach Stud To Rail With(2)0.131"x 3" A. 0 0.131"x 2-1/2"Nails Nails(or Toe-Nails)Minimum B. 0 0.148"x 2-1/2"Nails Attach Rail to Top Chord,Bottom Chord or Block With(2) Option 2 C516 Strap with One Of the Following Each End 0.131"x 3"Nails(or Toe-Nails)Minimum A. 0 0.148"x 2-1/2"Nails Option 2-No Block B. 0 0.162"x 2-1/2"Nails Attach Stud To Rail With(2)0.131"x 3" Nails(or Toe-Nails)Minimum Attach Rail to Top Chord,Bottom Chord or Block With(2) 0.131"x 3"Nails(or Toe-Nails)Minimum Tension Strap Stud to Top And Bottom Chord With Option 1 C520 Strap with One Of the Following Each End A. 3 0.131"x 2.1/2"Nails B. 3 0.149"x 2-1/2"Nails Option 2 LTSA18 Strap With Each End A. 3 0.148"2-1/2" Option 3 1­18 heist Strap With Each End O F N�r v A. 2 0.148"1-1/2" W .BpR/ �O 089341- AS 10``��" Mar 12, 2024 �F NEB �.P � Bp AlP CO 0 AR& 3 4 2' APEX HOMES OF PA LLC ESS 1 7172 ROUTE 522,MIDDLEBURG,PA 17842 Apr 16, 2024 PHONE: 1-800-326-9524 * FAX: 1-570-837-2346 Electrical Load Calculation (Ref Article 220-82 N.E.C.) Date : 4/5/2024 Mfg: Apex Homes of PA LLC By: Ken Dieffenbach Model: QN-18054 2048 Custom 2 Story Air Conditioning(100%) Watts or Volt-Amps Central Electric Space Heating ( x.65)* N/A Less than 4 separately controlled space ( x.65) N/A heating units 4 or more separately controlled space ( x.40) NIA heating units *Use the larger of the air-conditioning load or the diversified demand of the heating load Watts of Circuit Wire Volt-Amps Ampacity Size Other Loads: General Lighting: ( 20 x 58.5 = 1,170 x 1 = 1,170 x 3 )= 3,510 15 1412 w/gr -(Projections) ( 14 x 30 = 420 x 1 = 420 x 3 )= 1.260 15 14/2 w/o -(Projections) ( 0 x 0 = 0 x 1 = O x 3 )= 0 15 14/2 w/gr -(Projections) ( 0 x 0 = 0 x 1 = 0 x 4 )= 0 15 14/2 w/o Small Appliances ( 2 x 1500) 3,000 20 12/2 w/gr Laundry (1500 watts) 1.500 20 12/2 w/qr Dryer 51000 30 10/3 w/qr Water Heater 4,500 25 10/2 w/qr Range(use nameplate rating) 8.000 40 8/3 w/gr Dishwasher 1,400 20 12/2 w/qr Subtotal: 28,170 First 10 KW of loads @ 100% -10,000 Remainder of loads @ 40% 18,170 x 0.4 7.268 A/C Heating Load Total Calculated Load 17,268 Required Service Size= 17,2681240 = 72 Amps Installed Panel Size= 200 Amps NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) <Insert authority having jurisdiction Logo here> TO: <Insert the name of the authority;having jurisdiction here> OWNER OF PROPERTY: Barry Altman/Amos-Ramano SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 70 Arshamoaue Ave Southold NY PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ® New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): ® Truss Type Construction (TT) ® Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams(F) ❑ Roof Framing(R) Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative 2018 IECC Energy Efficiency Certificate Insulation Rating .Above-Grade Wall 21.00 D Below-Grade Wall 0.00 2025 Floor 19.00 SEP 2 6 Ceiling / Roof 38.00 ent 7o�+r Ductwork (unconditioned spaces): �ui9wnn of Southold Glass & Door Rating U-Factor SHGC Window 0.30 0.28 Door 0.33 0.28 CoolingHeating & Heating System: 00(ApoCT- P'ilC *) M:7V 4 Cooling System: 11 56erz q Water Heater: �rtyIEA � `t tog! 5vlo Name: Aw5 McRi-in t Date: Comments OF NE�y PV\ W Bp'Qi,L�O CO 89342- ��� FESS10 Apr 16, 2024 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020:New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 70 Arshamomaque Ave,Sou U d 1 1 Test Date 9/16/2025 Building Permit#: 50805 Com p nce Pathway Performance Test Completed by : Chistopher Silvia S E P 2 5 2025 _ T Rater ID# 4150294 Home.Energy Solutions NATE ID# 187 East Main Street Building Department ICC ID# Huntington,NY-11743 Town of Southold BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check if: Floor- Area Volume ❑Conditioned Basement Basement [:] Conditioned Crawl Space 1st 1390 11120 ❑Sealed Attic 2nd 1390 13441 *The conditioned floor area of dwelling is calculated in 3`d actor ith ANSI Z765,except that conditioned floor Attic a a includes reas w re the ceiling height is less than 5 Total Volume 24561 ft. CFM @50 pa 1183.4 Air changes/hr@5 p 2.89 Code Compliance: Pass Duct Tightness: Post Construction Tes - otal Duct Leakage System-1: 1st Floor Duct Location Basement -------------------------- Floor Area 1390 Leakage CFM @ 25pa 55.3 CFM/100 ft2 CFA 3.98 Code Compliance: Pass System-2: 2nd Floor Duct Location Attic Floor Area 1390 Leakage CFM @ 25pa 54.8 CFM/100 ft2 CFA 3.94 Code Compliance: Pass System-3: Duct Location •------------------------- Floor Area Leakage CFM @ 25pa CFM/100 f CFA Code Compliance:E::::l All building envelope tightness has been verified and conducted in accordance with RESNET/ICC380 ASTM E779 or ASTM E1827,as required by 2018 IECC.as amended by the 2020 New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: / -"" � - "" Date: 0/16/2025 Christopher Silvia,Home Energy Solutions FIELD INSPECTION REPORT DATE COMMENTS ro r� FOUNDATION (1ST) -------------------------------------- V coo C FOUNDATION (2ND) v _ � O O cn ROUGH FRAMING& PLUMBING y 4 c r INSULATION PER N.Y. STATE ENERGY CODE 'CO—Vbn -4 FINAL WWI ADDITIONAL COMMENTS ` t o10 1 l - z 2- ae-.11c. e /0902 4 , - z -� u - �, �o � ,ram rw, 44 ao 5-154s w� C� d .41 ro H s'o� co TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 l:o +'s • Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For office Use Only �'` I,• v�`� '" + t •i PERMIT NO. Buildinglnspector: APR 2 5 2024 Applications and forms must be filled out in their entirety.Incomplete applications will 'not be accepted. Where the Applicant is not the owner,an ' r r,7r_1r1l J43 r• _, ' Owner's Authorization form(Page 2)shall be completed. Date:4.17.24 OWNER(S)OF PROPERTY: Name:JRP Equity LLC sCTM#1000-56-2-19 Project Address:70 Arshamomaque Rd. Southold Phone#:1-516-852-7418 Email:josephromano23@gmail.com Mailing Address:22 Virginia Ave, Ronkonkoma, NY 11779 CONTACT PERSON: Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:631-294-4241 Email:joanchambers10@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Ryan Boring Apex Homes LLC Mailing Address:7172 Rte 522 Middleburg PA 17842 Phone#:1-570-837-2333 Email: CONTRACTOR INFORMATION: Name:Amos Meringer Mailing Address:13520 Main Rd, Mattituck, NY 11952 Phone#:(631) 765-4900 Email:amosmeringerbuilder@yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes IiNo 1 PROPERTY INFORMATION €xistwg use Qf p-Quer yvacant intended use-of t-ro.pertyc single family 1•f deice Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by `Chapter236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk,Courity,Newyork and other appficable Laws,Ordinances or Regulations,for the construction of'buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Appltcatton SubmittedBy'(print name).Joan Chambers EAuthorizedAgent EOwner Signature of Applicant: CONNIE D.BUNCH Date: Notary Public,State of New York STATE OF NEW YORK) No.018U6186050 Qualified In Suffolk County SS: Commission Expires April 14,2iY COUNTY OF ) Joan Chambers being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 ,�--D day of .20� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Joseph -Romano 22 Virginia Ave,. Ronkonkoma, NY 11788 I, residing at do hereby authorize Joan Chambers to apply on my behalf to the Town of Southold Building Department for approval as described herein. 4/17/24 Owner's Signature Date Joseph rxuM—a O Print Owner's Name 2 g�FF01 A �UILDING DEPARTMENT- Electrical Inspector FEB - 3 2025 g..;:., TOWN OF SOUTHOLD � ='` Town Hall Annex - 54375 Main Road - PO Box 1179 H ZIP6tl'jrMez Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh _southoldtownny.gov - seand(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -3- Company Name: C_ve 'FLecr-2cc o Electrician's Name: �tC License No.: J'yj�- S Ef t Elec. email: AX_ZL, 6M01,r_C_a, , Elec. Phone No: 1_,y66- y ❑I request an email copy of Certificate of Compliance Elec. Address.: o �o.,r e83 JOB SITE INFORMATION (All Information Required) Name: PC3rnV,3 Address: :7LI ��Sy�9�'�lQrt/�iQflU c Cross Street: P?$llU OZ� Phone No.: Bldg.Permit#: G0805- email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): /U� a-�3'14 v�'�2fnr�vuwD �'C12v«L Square Footage: Circle All That Apply: Is job ready for inspection?: ES rNO Rough In ' 23 Final ❑ ❑ Do you need a Temp Certificate?: n""YES ❑ NO Issued One�7; A.Bj;t� Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: A # Meters Id Meter# New Service❑Fire Rer1r.2 nect❑Flood Reconnect❑Service Reconnect nderground❑Overhead # Underground Laterals H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ��( =�p� OGyt BUILDING DEPARTMENT=Electrical Inspector cm TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631) 765-1802 Temporary Certificate # / Date Fekr2id 2029 Customer Name �. Electrician Name Address-10 skcawt rr� �� Phone �¢3� . (�(� . Sq0 e-mail o e-mail ylir ¢! 11V1G Phone License# [r' 16— (pf 4 l Size d%00 A Phase i Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service N Cc, Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by 20 25 p46UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 amesh cDsoutholdtownn gov - seandsoutholdtownny.gov Y• (a_ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: 2o'tC Gc1rL`�d� License No.: I�IC- 6 j�c_qill Elec. email: ,1zP56=:1X_ELIAJC C6MA11- cry, Elec. Phone No: ; 1_,y(� q ❑1 request an email copy of Certificate of Compliance Elec. Address.: c a©, � /2rfl� l '� JOB SITE INFORMATION (All Information Required) Name: GYnavc3 Address: 7d 111�5-11#,WJN'� Cross Street: fr�N�ti Phone No.: 1& - 8� - 7ql b Bldg.Permit#: i! f-080S_ email: � �,�,,,,© 6� Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?- ES rNO Rough In Final M ' ❑ Do you need a Temp Certificate?: r4l"YES ❑ NO Issued On�lyl 3 Temp Information: (All information required) [I/ Service Size 161 Phi ]3 Ph Size: 9CX-) A # Meters Id Meter# New Service[:]Fire Reco nect❑Flood Reconnect❑Service Reconnect Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? HY N Additional Information: PAYMENT DUE WITH APPLICATION '�� 1 b`?A"7 q PERMIT# Address: Switches i� Outlets G F I's , Surface Sconces H H's ,� / UC Lts Fridge HW q `v POOL J anel Fans Mini Fr. W/D Pump Exhaust Oven � Sump Heater 5 Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbdn" M.icro G.rb-Dis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower ACO AH Hood Blower L)� Have Usedl Service Amps - Sub Amps Have Used Comments - se RN.uaf 147 L MAP OF ;a.,•Z.,.��.. Qu./'e /` , BE%XEDOhF ' su F44K•.GoWWal�7'Y..NeY.�. e.,�•._. � , i PROPERTY of .\ GRACE j /Dwbrwcr pucaFo¢er O£&vrbWl � ./•,9'`:\�' � •ti4 � I``/ '�/s e;le. '[i ^• - r'be.Naa+a .u.ra....reM perk. ��� Y/ � •w m \I � Ni'i( +„rk 11a"c • S I F•�, /� .. � 2 l y,{. h�l`� ,f.. �� •",•M I P P n K n µ D Ii'Y 22 IF `\tsi S 2 !`y•:'944!'. !:� 4�'e 1 e � � N '`�,M.r.u+.h�+.....he..+.Iarp:+h �.14/e.•/anrr/.a.,:.... .. J. I I d o.iYS/aN,z,•ht;�,.zadr/,rrke"✓ _: I mr ,,,-✓a•n.,,ra,,.r:,ryh.,.rssa..r,,. i �ryrr-ra _a• \ rui c. /r arcC Hamlet Title Y Ag enc , Inc. 190 Motor Parkway, Suite 103 P- 631-654-5666 Hauppauge, New York 11788 F- 631-654-8555 �m�nv.l Taml�t'1'.i.tle.corn As Agent for First American Title Does hereby certify to: THE TOWN OF SOUTHOLD THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 1954 to date ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 1954 and has found only returns as set forth herein on the following pages as they bear on record title; and DOES certify that the"owners of the premises described herein have the same in single and separate ownership as defined by law during this period of time,except as otherwise shown herein." THIS Company's liability is limited to One Thousand($1,000.00)Dollars for negligence only. NO policy of insurance is to be issued hereunder. Title Number: H-3238-S Premises: 70 Arshamomaque Avenue, Southold,New York 11971 District: 1000 Section: 056.00 Block: 02.00 Lot: 019.000 atie Cohen, Authorized Officer M Ay 2 5 2024 Hamlet Title Agency, Inc. as Agent for First American Title Building Department Town of Southold Sworn to before me this 23rd day of May, 2024 ASHLE;C-H RELYEA otary ublic No-rARY PUBLIC.State of New York Qualified In Suffolk county No.01 RE6372803. A7 t,0*Mmissfon Expires March-26r,,29= Chain of Title for Subject Premises: 1000-056.00-02.00-019.000 Map of Beixedon Estates Filed: March 16, 1946 Map No.: 1472 Filed Lots: 4 Bennett DeBeixedon Deed To Dated: 04/22/1933 Grace Rogers DeBeixedon Recorded: 04/27/1933 *covers premises and more Liber: 1709 page 579 Grace R. Lewis flea Grace R.Nickles and Deed Grace Rogers DeBeixedon Dated: 02/26/1971 To Recorded: 03/03/1971 John J.Nickles Liber: 6894 page 69 John J.Nickles Deed To Dated: 10/30/2020 Kathleen M. Goggins Nickles Recorded: 09/16/2021 Liber: 13120 page 108 Kathleen M. Goggins Nickles Deed To Dated: 11/24/2023 JRP Equity,LLC Recorded: 02/08/2024 LAST DEED OF RECORD Liber: 13235 page 931 0 L Katie Cohen, Authorized Officer Hamlet Title Agency,Inc. as Agent for First American Title Sworn to before me this 23rd day of May, 2024 ASHL9,0H RELYEA NOTARY PUBLIf ,State of New York Nola kc4- Qualified in Suffolk county tQld���ts� No,01 RE6372803 Commissio,l_xp;;CS Chain of Title for Premises to the West: 1000-056.00-02.00-018.000 Map of Beixedon Estates Filed: March 16, 1946 Map No.: 1472 Filed Lots: 3 Bennett DeBeixedon Deed To Dated: 04/22/1933 Grace Rogers DeBeixedon Recorded: 04/27/1933 LAST DEED OF RECORD Liber: 1709 page 579 *covers premises and more FOR INFORMATION: Grace R. Lewis fka Grace R.Nickles and Grace Rogers DeBeixedon died 11/07/1997 Suffolk County Surrogate Court Index Number 123P1998,John J.Nickles, executor. John J.Nickles died 01/12/2021 Suffolk County Surrogate Court Index No. 2021-1072,Kathleen M. Goggins-Nickles and John J.Nickles Jr.,Co-executors. r r Katie Cohen,Authorized Officer Hamlet Title Agency, Inc. as Agent for First American Title Sworn to before me this 23rd day of May,2024 ASHL6lG4 RELYEA Notaty P blic NOTARY PUBL" ,State of New York Qualified in Suffall<county No.01 R M4;03 Comrtmission Expires es =^h,�,., Chain of Title for Premises to the South: 1000-066.00-02.00-049.000 Map of Beixedon Estates Filed: March 16, 1946 Map No.: 1472 Filed Lots: 5 Bennett DeBeixedon Deed To Dated: 04/22/1933 Grace Rogers DeBeixedon Recorded: 04/27/1933 LAST DEED OF RECORD Liber: 1709 page 579 *Covers premises and more FOR INFORMATION: Grace R. Lewis fka Grace R.Nickles and Grace Rogers DeBeixedon died 11/07/1997 Suffolk County Surrogate Court Index Number 123P1998,John J.Nickles, executor. John J.Nickles died 01/12/2021 Suffolk County Surrogate Court Index No. 2021-1072,Kathleen M. Goggins-Nickles and John J.Nickles Jr., Co-executors. 4 V f ' ate Cohen,Authorized Officer Hamlet Title Agency, Inc. as Agent for First American Title Sworn to before me this 23rd day of May,2024 ASHLISIGH RELYEA NOTARY PUBUr' State of New York Not P` blie Qualified.In Suffolk county ary No.01 RE6372803 Commission Expires Ibfar ti" Chain of Title for premises to the North: NYS ROUTE 25 (AKA MAIN STREET) tie Cohen,Authorized Officer Hamlet Title Agency, Inc. as Agent for First American Title Sworn to before me this 23rd day of May, 024 ASNLUGH RELYEA Notary P tl is NOTARY PUBL'r',State of New York Qualified in Suffolk County � ��� No.01 RE6372803 Commission Expires Ni _GZG� Chain of Title for premises to the East: ARSHAMOMAQUE LANE Katie Cohen,Authorized Officer Hamlet Title Agency, Inc. as Agent for First American Title Sworn to before me this 23rd da of May, 2024 ASHLE404 RELYEA NOTARY PUBLIr' State of New York Notary 1 lic Qualified in Suffolk County No.01 RE6372803 Commission Expires maizrl-2-a,m � 1 1 Thio Agreement, malle this 2 ?day of ! rr 1946, by and between GRACE-R SdICKL&S, of Southold, { Suffolk County, Now fork, hereinafter called the property Owner, and NORTH FORK 7kTER CODPSfiT, INC.,a domestic corporation organized and existing under and by virtue of the laws of the State of Now York, and naving its office and principal plats of basineae at Southold, Suffolk County, New York, hereinafter called'the ?rater Con s P u5 S 99REAS, the Property Owner Is the owner in tee Simple of certain private roads, private rights of slay and ' tracts of land situate at Beixedon, Town of Southold, Suffolk County, New York, as shaven on a map and survey � thereof by Otto W. Van Tuyl, licensed engineer, Gresnport, i New York, dated March 5, 1946, and entitled ^Yap of eixedon Estates, Town of Southold, Suffolk County, Now ork", a copy of which map is filed in the office of the Jerk of the County of Suffolk on March 16, 1946, an and � y map No, 1472; � i NOW, THEREFOR, this Agreement Witneaseth, that for E nd in consideration of the premises and covenants herein ' I ' contained, and the sun of One ($1.00) Dollar by each o the other In hand paid, receipt whereof is hereby cknowledged, parties hereto, for themselves and their I i espective successors and assigns, hereby Agree as follows; i Via. FLRST: The Property Owner hereby grants unto the &ter Company, its successors and assigns; (a) The easement and right of say to -lay, ; slay, operate and maintain water mains, both supply and istribution, and appurtenances, including domestic services nd fire hydrants, in the full length and width of all the rivate streets now or hereafter, existing in the developnen"t nd sut-diviaion known as aeiredon Estates, as shown on the bove-mentioned map. 1 i x '�1 �b tonaat oasaraout ��u1:,right,af, x: MI s$ri s p t `vr fact ors 6il,ar aids of eri_ sxdlaAent to,the 4 a lac€at3aas oz es Srati �s t.r r„s ins` to ci ,: Sl }, ro3ra9y tsp�s_ to 1.,.... axui tin ntoinr o f tiug votoz ms1n in ands aorass'`lotrs r. s 1,?,3 ensF its lock x and lats•'n s `•�£ at►Fzi o _ 7 is=in Block, 4,,t}xe Zocaiaxz nf'ssid t�zs*iqg vatorn3ns kiing; appro imatul 4i shoun in dotted=2 Yry is�as 'an axhi2�iL , ss hereto nna�arnst, andM1,'aaac�e a dart tzo eof, s�afid hitci -' Bain e � copy of afor�zstei.d �S.l.s�d dap � ' io) text-:oat amsciraent snd r2gnt of way to, lay,,r41�y� tapnr€xte"'ttnd cta zztaiu water tsairap albng;'arrd in {. strips,f1�ra feet its W thfOn either aideof and:ad�nconb to tfxa boundarybaaLwv#e !Lots 6 and 8",a`nd the?'ereoterl�r jj� ' boundAiy littms of opts 2 4 �, x and r'la kook 4#-a' along,'tha north rly bo�zndary lAnc,rof loth a und. in ,• $lock on sa1d scup,m � a. ' SECOIFIts' A11'uisins axwd appartandhoes bow laid in'`tho said .Propeeti,and to,,be laid in tho Fsa.td..pri oto`dtxee is by tFso Xetar Caapang, suecasaorg,or assigns~ shall be, <and re Qin.tiia property OCI,t4 Water COMOnyT its `successors { asisigns',;toreror yhe ,ea�a oats hartizt grautedu pre ` .. inat dxc�.usSva° 'and.'it is r ,.;• .,•g ,• ,. •, �- .� �xsederstoad an8`�a rcza&that assa— loant tea otbar public,4er 1.00 companies may be g anted far the,pyrposo trf.,s alnteining other-•public-ae it fics,:thri"' � on.t the r Ssid .SUt}-f1 X#f vS GL[ TdIBDz the Praporty es, ,fbr hcerizalf, nor heirs, snd assigns, ti11 iarsanG rsrd de3Pond the'granas.and ease= ' manta tierain grs�nteti;'ta Ctte said Water Company its `successors ar asa�ign�, PoreveF, against e11 laxPalleirs } pCFPFtTFt This.`grant bad eusQmonL shall a t•alI tiusQe ,.be decoird to be" mnd,shal.l be�-6 cant ccivenant running ,. with the land and sFsall bo`,tsindin b on f m d C ".P n inYavor of the p � _ I ' o successors and assigns of the re:tpective parties hereto. t T17 CsZ^e4�'SS C1E7FREQ:`, the purtlan hereto have set � .K i their hands and scale the day and year first above. mentioned. r i �l NORTH FCnK WATER COIF M i INC. � By.F r ; �I 1 • 1 STATE OF NEW YORK ) ss: COUNTY OF SU"OI.R. 1 On this Z 1 day of Aprils 1946, before me, the � subscriber, personally came GRACE R, "ICICLES, to OR known and known to me to be the person described in and who i executed the foregoing, end she ocknovledged to us that she executed the some. Kotary c- o aunty f i ' f xF,; Yom, . r w M �• ' - an thin Joy-af- bcfere !¢a pa:so1ia11v erne L, to rae known, who being by duly gr:arr., did depose Eed say that he 9,ealdes in that he is the Qi't.vr �`�o ,.,y of Korth Fork Water 1 COmpany, Ina., the corporation described ir and lghlch 1 1 { oxeceited the foregoing Instrument; that ho knows the seal, j t of said corporation; that the seal affixed to seid � t Instrument is said corporate seal; that it was so affixed 111 t by order of the Board of Directors of said corporation and that he signed his nag 9.,thereto by like order. I 7Petar u c-3 o County i I 1 r i i - P 4 i i { { i g . ) 88 r , :4a 2595 mu 7' f T`.iIS nGR?E'.'iiLi, made this lath day of July, 1946, bctruen GRACE R. :d'C::LES, of Southold, 3u_'follc County, Nor York, heroinafter called the Property Owner, and NORTH FORK TATER CCYPd!'Y, I11C., a domestic corporation organized and existinC under und'.by virtue of the lays of tfie.State of,11ow.York, and having its office 'and principal plsce of business at Southold,' Suffolk'County,; 11" York, horeinoiter..called the Aster Company,' fZTitxSSBT11, that tire-Property C,ner, for and' in consideration of tita sum of•Ono Dollar. ($1.CO) ldrful oonay of:the United'Stotes,and other :good and valuable i considerations, paid by,the Ylater.Conpuriy, receipt whereof is hcroby.ocknorledyed, does horcby Front and release'onto ibe plutdr''Comoonfj its successors;and assigns:: A'tea,foot (101-) easemdnt and right,of.uay, in..strips_'five+feet (51)' on either ,side of and adjacent to the'location of existing rater mains in that tract o,i land owned by.tho Property Ownei east of Heixedon Estates'$ i Southold, S1er York,, situate In the Tows of.Southold, County j of.=Suffolk'-and,Stete of,New York,',and. .bounded and described as`follocs: On"the north by La,in•Road bn the ea4t.% land of Hobert La_ng,. On the south y,'the Buy',,and On,the Test by other property of the Property Owner,,known as Boixedon Estates. the location of s5id. asistinr rvater'mains bafng approximately ' at shown .on red lottel lance in-Ezhibit "A'"•hereto annexes, end made 'A' part hereof, said'Ex;;ibit "A" bcing.o fop,of the said tract of.Land of the Property- Crrer s',oeing-it3 relation to the ruin oad end to Heixelen E'st,ies. h; said en3cnent is, rranto3 to lay, relay, opc:ate and malntNSn router roams, bath sunply.and 11=trlbutlon, and cppurt_nonces, in^lading d CnCst1c ,,..,•:icy_ :.n'l firy tip:lrants. i i I le=r6894 ),ia q rtllrt l �Tt;lt[:, mock tlto 28th Jay.sf f"ehruary 1n71, botwo-en GNitC�1 R. LXWM. fottanerly lcnvwn as Gi'ac":R• Nickles. reatdiny, at(no rtrsrl nunl>}er1 Maln Road. %Outiit.lcl. Cew York. !tart'of the first port. And J(JIN. a. NICKi.r.s. reatdti%K at fir..stror number) ,n Roaicl, Id, Ilew York" party i•f the second part: W'rNE: T..TH, tlut the part,'.,(the first pu rt. in co twderution of $10. 0 a duts o r valtiahle'considrr•*tuin paid Ly thr party ­f the second part "r by grant and relesae unto the party of tlfe s'."+nd;*art. his hi Lr" st i eCessOr. Mod .s.lRna for.^••'. • r�P •1ai t i AE,L tfiitt cerAstn lot, vtece-or parcel of land, Slcoat'. .nng. and 6. to the Tow-of ftouthbK County of guffolit and State of Now York. a go"deetfinsted On a certain map entitled. "Map of ftet�e.f..+n F.sute». ru ' of Southold. $uftolit County. N.Y., f"ropertfr.rf t:ra'e R. N+ckles. fo erly Ore", Roifere t]e13eiv0d in ma.lr•by Potty W. t'anTisyl. ieeensed tlti myar, anti filed in the vutfolk County ['lrrk'u Office ••n \Larch 16, yt as Mail Nn. 1477, as and by lot mrmtvred a in Mock Nurot:rr t on i aI map. t 1OCly:T1tY,A ttritYt aU cif cite right, tote. Arai interest of th' party of t1tw•Hrai part of, in. ssid to thm land lying in the iced of snv etreot, road; or 44~ in frok' or ad/oin1oK Said premiSem to the center LM' thereof, i TOOETHER with theiritlht to tk►ms and repose over Uie roads, streets ' slid arwrrir o Am an..wn on sa, ntap. and the right. In common with other �i tdwtarro of tRe!vita Mow++tin�fd map. to time the beach" drnignated on Said } Wap AS Plot A and PLut R relapertivrly, moiety for recreation and not for cssttmorctsf purptMer. i >jVftl$t„t to: fit An, state ..d farts an accurate,survey wutild shoo'; 11l Such statta or rnunicq+al �nning, pi nrtuiK And building ordinances and. regulations art m,a' be efferiire, (i) 1 lights of the owners of all other lots shown on said map, to pasm�nd r•)wSs Over Mvy Land kytttyl in the bed of atbr street, colt or avenue;in front of or ad)olntnit the p"mises bereby een0eywd. Arid t the rights 6f publtt' utltities to lay and tuaintattlpipea. Cormfuits, pn)a *trot. rtr in. ,wer arvi a-rose matt] street*, roads. or Avtfttts+am palAtcuiar�ir granted end met forth in re'ctrrdod easement %if"" *enta will, Now York I"dlephone Campo sty. long ;Aland Lighting Civirnpany, And north Fork Water Company, 1111c.. its succeaavrm or as- Ajlp4. or arW them; i4) eaamrdontm to Now York Telephone Company, iw+np ��AghttaKgompany.*ad North Fork Water Compaw. Inc., its stir Or a or• of them. to t"IFIAL 1. Lay and maintain pipes, I ongUSAls.'wires. poles. etc., along and a.I)acetit to;tie rear I..iutidAry l,go and sloe batt0dst7 Unms of satd prerntnes, AS more Ixrrtt•_itlsrly grante.) and set forth in sasomont agreement s Of rocord. ' t +;c�r.../4itt►t"LSiIWi:. w`" >.'St.l'i f, , s fRAN.VER TAXI yk2� • sec•, ' i I l _l36894 70 2 ALL that c?rtatn lot, piece or parcel of land, situate, lying and being In the Town of Southold. County of Suffolk and St-ate of New YVrk, sbo•.n and dessgr.ated on a certain map entitled. "Map of Belaedon,Estates, Town of Sotnhotd, Suffolk County. N.Y., Property of Grace R. Ni!_kled. forruerly Gruee Rogers Defleixedon•, tt4ade byOtto W, •ranTuY1. licensed Surveyor. and tiled in the Suffolk County Clerk's (Mice on MA"h Is, 1946. an MaP No. 1472, us and by lot numbered 8 to Bfock'ttumbor 1 on said nap- TOG ETH ER with all of the right. title, and interest of the pa My or the first part of, in. and to the land lying in the fled af_rrty street, road. or avenue to front of or ad)otntng said premises to the center Line thrreof• TOGETHFR with the right to p+as and repass over the ro4s,utrepte and avenues as shown on said map, and the right, in common.with otter ownrrs of the lots Shown on said map, to use the beaches designated on } said reap as Plot A and Plot 8 respectively, solely for recreation and not for commercial Purposes. i I 3 r SiMIECT to; (1) any state of facts an accurate survey would show: (2)�,uch t1u or manicipat zoning, Planning and building ordiganees acid re atattons as may be effecttve; (g) rights of the owners of ale other lots Shawn on said map. to pass and repass over arty land .lying-in the bed of any rtreet. road, or avenue In fiOn of or adjoining the premises hereby 3 Conveyed. and to the rights of public atllitics to uY and ma:nil'"Pipes, connufts. poles. wires, etc., in. over and iLcrOS9 said streets. mesa. nr avenues as-nor+ parttcuLxriy granted ind set forth in reeordaetse- : Uland l igbr men( agreements with Vrw York Telephone Company, Long ing Company. and North Fork Water Company, Inc., Its successors or assigns. or wny of them; (4) easements to -New York Telephone ComPanY, Gong island Lighting Company and North Fork Water Company, (rice.: its successors or alIsI9,18, or any of them. to Install, lay and maintsitiVipeS, poaduas. wires, poles, etc, along and adjacent to Else rear botipdarly4fne and side boundary lines of said prerntseis. as more Particularly 2Taned and set forth In casement agreements of r,-cord. .2. �684 s, 71 1 FANCSi, a f1L.i,that crrwri im. pi^ce .rr Iwrcri of taws, sdu,.t•• tyuq;an owing in`,the"mown of Stwrlhold, C:ounty of Siiffdlk sled SUtr of New York III mown 41W designated ew+..•riasr� neap emsitgd, .'Maip-4 Wixetkm tea. T•ewn ollS d. Softtrlk.i:ounty, "i.Y., 1'r.p^it. vt Gra,.r R. Nrs:hls f tarmorkf race Rogers fjtitte{rted,•n', .nwde rev Otu, W. Van runt. Ucs 4_1 r i Sorti� wW fled in the Sliffq{k County t lerir'x t)IRi a oftlMreh ld, 1944. sot Map too. 1471. as and lay lot "jm6erVd 23,in Nt.rck \.emtrrr '41 ritd .oar►. M'X1.TllFR -ith all••(the right, titl., and intrreM n1 Ow pa .if! thit A"t jixrt of. to, and to thw Land lying .n the bed of any xtrr"r t, &demo it►front of or adjoining said prse»ssen,lu the cenw...lwe then r TOGrIMR'R wtth the right to p... ami repAae over the roads, is and aysnaoa no ah.rwn on said rasp, and the right. 1n common with er 4 ownere of the lots s"an Bald ettap, to use the beaches do&.asiatt;d aaW map,st Plot ,t anlTPlot 8 re+spectnwly, solely for recreattoo and l"Al f .for cVoTr ercial purpwax. { 1 � . r � +t SM)AC'T'tu: tip any xtot� cif fact. sn ac,:urrt.• survey wtr•Ld xhuw; lc C21 e State,or mkinicltrst sMitng, planning anal bulidmg ordtrianeHw and !. Mg`ji"Ons,as may be effective; f51 rights of the owners of all other lots ! fflowA on Mid map,Ito pus and reptuo over Ahy Land tying in tht' bed of ♦eve sit". riled. pq Avenbir in front of yr adlouung the prentisrs her,?tr.l priaysjLMd..WW to the rights of public uttimes to lay and ntatntain pipes. Ct"MMIJa, ppls'a, wires, etc.. en, over and Across soul streetti. roads. vr,xwel.'!e!'as more particularly grsnt.d ,nit set forth in reeordrd ease tnoM st♦<rRttefKs`rtUi Saw York lelephorioe t;,xnpany. Lung tsiand 1.4gnt- &ng CNrnpatty, an.t North Fork Water Company. Inc.. its succesavrs nr ao or any of therm; (4)tasemertns to Now York 'rtlefs+one Company. toogJwlarud Uoting Company and North York Water Company. In,:-. :t% dswre+sola,or assigns, or any of them, to lttitfail. Liv and maintain plles_ CAOC%lr A WWON. poles, etc. alt+rig and sdlactnt to the r-ar t..wndtary line and sMN'bo,ndary lines of said;,remixes. an i9horc pwrterularl_ grwnted And!t1 forth In casement agr,,merits of vreont. ' ^ 1 4 i. Ibtr6894 ma IL .~ ...' � PARCEL, i ALL that clrtaln 10'. Piet'or Pwreel"'t'And' sttuare, lying and Beix"On uiv Ltrtates bei�ig to the Town Ot Southold. County of Suffolk and State 0f-New York, ahovm and To nn*ed nn a c�ttain*nap entitled. "fi4ttp df ' , r I, pr�rperty Of 1^itatt' R. Nickles. Town, of SouthOl•t. Suffolk Cdiinty. N.Y., fultn«rly Grace RbKers pe+txedon", made by Otto W,yattl'uyl. Licensed Sure«yor, and hi<jd in the gfiff0lk County Office 0n M[arch,I$. Clerk's tfl4ti, is Mai �o.'1472, F31ock Yutnher 1 on as and by lot numbered 21 trr ` 1 said map. i TOGETHWit Witt,-Ul of the right, title, and interest of the pa-ttq of the fast part of. .ter. and to the land lying in the bed of any strEe t, rO&d• or avenue in front of or adjoLning raid promises to the center lairs ffiarruf• TOGETHjR with thr right to pass and repass over the rbatds•streets and av«nues as shown on said map. and the right. in comttuxi with rlthtr.. owners of th« lots Shown on said niap. to use the beaches desighxted on, said map..:t Plot A and Plot B respectively, sotlely for recreation and not . i� for eotnmerclal purposes. 1 ' E SURACT to: (l) any state of facts an accurate sairveY v.onld show; t (2) such state or municipal zoning, planning and buiidtnt ordimaces and r?guixtiori9 Jt may be effective; (3) ngttts 0f the owners_of All oilier lots i shown. on said maP. to Pass .inn repass over any tangy lying in rite bed Of street. road. nr avenue :n front of or vdjoinfnq the.premizes fvt�reby any s of public uti y lad anycon steyede and to he rightliti0is to La tn&U*ain ptpes, tond►lts. Poles• wires, etc., tn. over and!across said streeu. txsadel. or ii—nuns as more Particularly granted and set forth in recot dEd'E16e ment agreements with New York Telephone Company, Long Isfand L;.0! :ng Company, an•t North Fork Water Company, lac.. Yts s on.Ct, v, assigns, or ..ny of them: (4) eaxctrente to New York Teleph Long IsLatud Lighting Company and!Borth York Water Company. Lnt.,,4ta suc••e+sors or :issigna,-or.any of them. to mats!:, lay and arain&in ptpes. . conduits, wires. Poles, etc, along and adlacert to the rear boundary Line and atde boundary Ines of said premises, :ta more particalarfy C:Knit.d ani «t forth in easement agreements of record. r. ;. I i t i " `± ",4LT�that,'crrtatn h.i. pi==t•N ur p;rr.r. „¢ ;a+xt, stti�l:==. g fir av to Ehr Tow#1 of Stititfluld. C,wnty -it -StitinSk and 9tat• ,f XT .t York, shown and 400tig oof on a certain, map ont:i;t'd. 'MAP of lt�tvrdi Kill- Tow"of lStmthoid. Suffels i,;nunly, M.Y , 'r'r,l# rtv..t H. - ickio #E:rmctrly GSrare'Aoarrs lkfirwr.futr'. +Warta oc ltl4 W. `.-, i T.,.1 t.:cr s,., "r'v►yvr, and runt in the Sum"Count% Clwrk's(Mfivv v,l ►C'r• 1940. as map of*. 1412, as and try tot itumLrtrU t!t to Stork \uu I,., a*trt map. rO(;ETW R wilt.r.11 of We right. Utle. Ano tnt.•rext ,,I tr :'•tr:. t pl+first Fart of. tn. and to the land Ivtryt in thv h..d of '•+a .tr, L. ,=t. -xvireue in front of or sdjotnUiq said t'remitMx to cite=•enter .m. :. —rVGBTllplt math the r ight to pass s iat repass uver the i ts, y 1#d aitintwa.• shown*on swid may. snd UM rism. irk cmnm m w tr.sRhcr tMta'Of thbr lgtA shown vn sat*.#map, tv i+nr the beaches sh:aiiq atan un -- sold a+1"w PUS A and Plot 8 soltr►y for rrcresti and+ud ' 'frrIr commercial purposes. b 4UR,=T to: (it any stag of tact•an sccurttr survt4.­ouid an,- Ouch state or nwnietpal ii.mtnir. ptanniop an$bmihnq+,rJtna4C(:x aryl p roCulaticns as may br of iowtive, (31 rights of the trtwners of al; other lot, shown on said map, to pass an+t r+.ts-s ov4r any land:ping in the b.td A say attract. road, or avo.u.r in(cunt x=f ur adr.tntng the prenilays hereb• conveyed. and to thte ri�hta of pubitc utilmea to tar and nrintain pipe=-, coadutta. 4� pores= *►fires, err., in, Over And errors said str*.+ta, run<fs, *r Avanu•o as rnvn particularly granted and set Woo in rNcorded P„a4e mom agrwsrnenta with New York Telephone C.iltipa'n)o, hair lalAnd high � { Cotnliany, and North Fork Water ConWa". lar., its sucuvsxArs or — i #aat(ns, or any of thorn. (4) easenti rots to New York 1'eaephune Comya 1 Wtr 1si 4.1ShItrod Company anU or9, For. Water Company. lac., t t f}�ce** th a or attsiXna. ,+r xny oft Win, to utanlA, law and itwintatA pt e. g4todialsa, wits. pcto+i, rt,_, alunq and.dhscent to th.•re.r Wondt ry 1t i attth stds.4taarr..Mrp Lines rot said pr< Wises. as Mora parttruiarly granger Pand wort lbrth in ensermrnt"rvrmt-its of rveord. f I , pp i 74 91 i d '�d PARCr,L_6 ALL that .:Prta:n lot. piece or parcel 0 land, si tc, ty-6 erid betttg in •%r Town W Southold, County of Suffolk and Sta 'of tier Vol** ' $eedbrt FRtatr ,shown and designated on s certain map entitled.rt�pG 4e bzR. 1ILC1t1Cs, t Town of Southold, Suffolk County, W•Y.. Props Van t. JApens G formerly Grace Rogers DOPety-don". made by Otto W• Tuy Surveynr, and tiled in the Suffolk County Cterk's Offic on Marc Mber 1 1946. as Map No. t472. aN and 4v lot "umbPred 15 in. txk 1{ said map. TCN;ETHER wilt, IJ of the right, title. and list eat ok the pan7'4 �•• the first part of, in. and to the land lying in the bed of�ny s*ree t. road.for avenue in front of or adjoining said premises to the c O•� 'thbre+il' 1 'td repass'T er tqe road•, (OGETNF.A with thR right to Pam►e id domiton=1 1"thtr and Av nues as shown on said map• and the rtattL, I ex owner, of the lots shown on said map. to use the be es designated tad o oA said map as Plot A and Plot B -espectively, solely to cecsetion and ndt for commercial ,ourpusea: I +J(t ffi 1 - SUBJECT to: M1 any state of fact's an actu ate survey, would i {21 su h state or municipal soninQ, plannlnQ sad Udtn;ordtttances ' reQu1 itlons as may be effertive. (31 rights of he etv df a l other. tf shown on said map, eu puss and rmmas over any nd lying to the or avt:nue in rrortt of or ado g the premises h by any street• road. � convrwd. :And to the rights of public utilities to y and maintain pi condw-.4, poles. wires, etc.. in, over and ace saki atreetC ••nues as more particu or avlarly granted and set forth in recorded kape- ment ♦greemente with New York Telephone Cotny, Wag Lsland�l it;t tnA Company, awl *North Fork Witter Company, Inc., its Nuccex'so s le;r assi�'s, or any of them, (4) easements to New *ork Telephone C pa its Long ialand'Lighting Company and North Forit Water Company succeosors or assigns. or any of hem, to inn lt, !ay srfdma ,sleet otc, alnn and a•ilacP to the rear ry tine conduits, wires, Poles. 4'and side boundary lines of said Premixes, .As:iiore arncularly�ra�ed t and N, forth in easement xgrtementa of record. 5 � Y - t PLO 44zrt A that certAin I.A. lase,* ar. -•f ni, sttuatr. _ :r and tier in Tuwn of Southold. County of Satflnia and State ul Y,rv. so, n and c]setgnsted on c ut ertw r wl enttttett. •ALtj>Of rtt ute, Est ttAa.a Tu of 5�tel. vuttolk ]'twtyta. \.t'.� l'r>t.orts t•I.GCiuv:R, :cki+• , fo tgrlr Puce Rogers Ur hetx!du -, • n", naL••Ov (W W. Vana•uy1 t.:.rt•uff.•i iu gyoC,�mind fttpd to the Stfffo+tit County Clark'•: 001cr,On *trc. 16. t its RUP No. 147J. .tit Arid t+; lot nurnbr•re,t't!to Bkx k Vu W r l on esl malt. ___ 1 'T•tl(•T. IKIt with.ti: c•t th• rtght, tale• :anti tnterPilt mf ti rlrta trf Itae Putt pert Of, tr. .kftd I,it-- ;atad it mic +n the bed pf atty atre t, rnad, +..+i avvttae rtt trout of•,r adp.tn►ng said prerntat•a t:--,the censor :!r— re-A. t Tt7 rTt(ER .tith thn right to pass ant ro"ss over N•• rl d4.+trrels 1 andiavonswe as athiwn ors aatd map, and the right, in comm,,t? a It,other owiWra of thn l na shown +,,, said map. ttt uae the twachea dvei tad on satl map its Pivt A and Piot R iwapecttvety, ttntelo for rverr:ttt qnd nut f for ttomtnerctl purpoees. l • 1 • t 1 SURX0 to. (II any stair of f+cts an ac :•ate survvv w,wld 4huw, • Q? 4wh state pr munlcipb! sorting, pLarntnq and atidt nC ordmanctt3 and r guUtions ash may be tffea ttvr, (3) rtghta of the ftwmirm of al:tdh.•r ;ot,t . sbowrt ttb raid(tints y. to papa dim repas-t over any Lind lying -it Na titEd irf it" strut.���]{� or avettue to from of or ad]o g the promises tiarebi rnmrrjed. "'9 ip the rights of public utlUpes to v and n%.utuLn pipes cci ndittta, s:' wtrvs. etc.. in. aver can$ace+ satd.ftrw•ts, roads, or mvtmlol III more partirulartr grained and e K rlh in reworded r.tr- •F mewl♦;agrtrvM4r4s with New York T•eltpAr.tte C•tn+ am, 1-ong lsisnd L.litht -0Cornpatyr„and North F•rrk Water Company, It. ., tin aucce,tanra or ` asaigna, or any of them; (4) eeaemwnts tr Now irk Tet«piton.t'.,mt,an.. Long Istartd (,tgWLn&Cetnpany artt North h - rK tar Compar,•, [nc., it,, suoc/wor*Or►as]gits. or anv 4 them, I twig. lay and maait.t.n ptpra, eovridstte, wires. put**. etc, atgna and adfacent to the rear"tr+t+ry gins and aide ttw/4cLery lines of suit]prerulsoc is rt",}re partit_ularly grnnte,l And antijo"k in casement acr.w•menta of rre,.r•l. : I i t t !4894 % 76 " PAltCt a r_ 4 lace of pstrcrl of land,, nit"AtP, Lyin=.anl tl.L that �.•rtatn 13t, p !" brtn`t3� -he T,-)wn of Southold. County af•••yuttoik and O `e ax eodun kst#tes. shown and deatgnau d on a crrtaut map enttticd. > V Town of Southold. Suffolk C aunty, 9.Y.:. Prvpnty of Grace ft. Jiicrlesl fortnar:r Grace Rogers De (I odrounty M-rk•s by (XltrV Yonn,Maarc�h `4ttn•r•d - Surveyor. ana !ilea �n tlt•• Suffolk Y 1944. •.+ Map �10• !412. aw »nd UV lot numbered 8 :n R1oek NvmKrr 1 :t ssid rr...i. ; of use right, title, and utllerest of the party at TOGETHER .}th all the f,r%t part nt. it.. dnd to the land=yinj ,n the bed of any street. road.'or F avnnu+• ,n front of or sd)otnaaf. Said p—miseR to the rt"tltet hoe t)t..rtro[. ` c. i TOGETHER with the right to paa't and Cepass over Use rn.tds,streets ! and this .I nt, in common with other r .and avenues AS shown on said reap K ! rs of the laid shown tut shad map. to use the beaches desl ^tted t td m.tp as, Pl., A and f t- !j respettttrely. tsdlnly for recr►ation atxf^.at . fo�C•Mynercul purposes• ! tr _ .• r 3 ' 3 t• of facts an arrurate wUrvey would shO leo Sl1BIECT W. ill arty nc+ (2) such starte or muntctpal zoning. plann,ha and butnerz( f allarther and" ' regul.,ttons rr, may tar effoct3ve; (31 riigh;v is Many the 0 Md ly)n<anithe `.edyv;f shown on sa,d map. to pans and reps tor. emiaci hahA+ any street, road, or avenue to front of or ad)otntng the Prom �ia p % , enrtve,red, Inn to the rights of I,anitc utilities to!xy And�r:vi, polet'. rues, etc.. ut. over and across said streets, ru+ds.. or avenues as tnorr particularly gradted and art form tn�rtcrrrdedefse ` t' m,ent .igreements with Kew York Tri•P.Phonc trump:t_ ,A kworlilA.ur tog Company any Vorth Fork WaterlCompany. Inc., his siN t ingass C m or any of therr.; (4) easems(tts to N.;w York Tr.)epttonefCotnpargt'. Long Island l.,ght ng Company And Worth For W+tar Company• • 't4 I to :natait, fay and MAIdtittn pi+pels. y + /ticceflgor5 Or aset8nti. or any of thttn. _ t cood..ttw, wires, p01N6. etc. +long and ad)ar_Pnt to the r<vr hOurtd•Fy hnf and, ac boundary hoes of said premises. as trrore par3►cu;arly gs•rued{ 1 and 4et forth s easement agrrementa•of record. I t S �L r{ ti ifR►6894 fit 77 - - r .►1. wat curtain Id. (wirer u+ p.,r•.o. .-I I.,•„t, .,• .... i " or•Aeinx er Tw of SuutMrld, Cinmty A Stahtt.tlt i 0 .t, sbkrwti andldestgnaacd on a cjp-mi t map eatitied, ,Al,. .,, h..+ , i rwri of, d. 9uftolk C.,urrty, N.Y.. Property of t• ••. i, �•. formorlr Grace Itoters D-Retseckm', n.a.h by tht., W. Var ! + i lurvayor.,,sndjjjgd in the S.10-1h Counti t,irrx a tiff;.. u, 'da:.t - IV46. as Map *j4• 1472. as and by tot nurtit•.•r..1 3 lW"o Sc• MId map. ,. TOCaiTtiPR w1Ui •ti •Jhlhr nyht, t.t:••, ,n., �. •+ .••t!..•,...a. .. the first part of. in, .and W the Ia1J lying V thr LWJ 11 ,n• '1 L. r . .a:en it in'tront of nr adjoining eaid prorni"a it,the Ccnu-, ,nr :r...r .. t. .. "ETHER with the right to pass aria repams utrr thr r­,-N,.rtr.•rts I and sesetvss as J!"Wii nn 4411 map, rhd the ri,i'it. +n•fntl tn..n Mitr. .itlrrr + pokers of tfie• Into 8-we ties said map, t„dot the b.vctrrs dea,ii,aatr-d a,. said map as Plot .t and f'lnr H respectir 1,,. a.nle.y bir racr••dtaun .rrt,+h•t f<w commercial purposem. i a M• $I1HJXCT to: (1)any state,of facts an aCc..mAte survey would sh„w; (7) elicit fitate nr municipal zoning, plannirw and buti•hng or'dandmeo o�.d ' rogulst mm as may be effective; (3) rights.,f thr ,-wr.rs of alt oti.-r cols shows on said slap, to pasi and rwpass over any land lytRe in tn••aed Of _ any strefl. road, or avenue to front of or adjolmng the prim-s<'a hcrvtr} ' eoneeywd, grid W the rights of public ut)lat.es to lay and rn..int,iin piyew, oormiuit,. poles. wirva, etc., in, o%• r and acrasa amid Strcrts. roodn, Or a.rsriues an mire particularly granted and set forth an rerurded eaiIr- meat agreectrnta with Maw Yot* Telephone Company. Lnng Island Light- ing Company, and North Fort Water Companv, Inc., its succ.•anors or mbstgne, oc any of them;(e) easeinants to Nre �ork Ceiephonr Cumyany. AAtag talarad Ligh ng Company and North Forater Company, (tic., :to i saccaasora_ir as Ai". or mrp,of then, to tris4U, lay and maint:.in papr:•. Conduits, wires, poles, etc. along and adjacengto the.rear boundary :tor¢ and side boundary lines of said promises. as more pakicu'airi printed and sit fnrtii in taaement agreements of weird. .i r 78 seen or rceL Of laird,✓}�ituate. LytnQ and t ALL that�er�tin :ot, P. Date of N York, being to the Town of SOuthOld, County of�tlfojlc_ 'cif 13*M&4 u Estatea, �jhown and designated on a certain map entitled, ��f FC�ce R. NLCkLef, Town :d Southold, Suffolk County. N.Y., Property Od formerly Grace Rog,rs Llefitlx•dnn made by Otto W. YanTuyle 4.1/yelaed r Surveyor, and filed In the St&dlk Chanty Ci«r;0 Office Oa March hee 141 1946, is '.dap No. 1472, as Lind by 1¢t num0err. &aid trap, ff� r t, ee, and interest of tW P"of 1 TOGETHER with All Of the 40 � rz d,-or the first part of. zn, and to the Lan lying 4�"ct.e ued of any siren t, avenue .n front of or adjoining.iaid�remIT to the cetttei 1 thereo�. - TOGETHER with the right to jrtas and repass over the rustfftteeta and avenues as shown on said map, and t3trt right. in-common VAth r ._. .Owners of the loth +huwn on aa:d map. to l+fae the betcfir!s detl�lttsted b'4 said map as Plot A nd f Lot 8 rrapecttvtLY. solely for recreation ixx a , fbr commercial Purposes-. 1 ' I i I , StIA3ECfL to: (!1 rty state Of facts an iCevmte surrey v•ipld show; (11 such state 6r muntcip 1 KMtzng• Pl* g and building ordlrtan4�ef 6t+d reguL�tions aa�tnay be I 'tfvc. (3) rights.rt the,owners of all he ierbe lots shown On satrlt{nap. to P. as pnd repass o _r v+};tynd Lyi�C in d+"bed at dad, or avehueftn front of orladjouting the premises her«�S+Y any street, r and pj¢(ntazn Pip". a conveyed. nd;to the rt is of?+lbile utilities to lay contizsRs, ports. �nres, tc., tn, ovtr and acr4s said streets, rode, or avenues aq;more par tcuLarly granted arld set forth recoland mse-- ment .agreements with New York Teicpitnne Company, g ing Companv, and North Fork Water Company,{lnc., its autcetpecs on assip„a, or any of them; (41 easements to ticw Mork Teil.p!One Company. [,ong island Lighting Compsny and North Fork Water Company. Lnc., iyl Si1Cc^4aorS or astclgna, or any of them, to t�iatall, lay snd mairitsifi pion' conduita. wises. Pules. etc, along and adlxcra'to the rear houndary luk and a,de boundary lines of said premises. as more particu1at11 granted u and rorth in eaarment agreements of record. i .jq.j i r68 4 7q rt�:h 'IIFi: .� h a..• apl,u .4'+•1 411 the v.t..t.,ar•(I •light. uf,,th@ tmriv..f V- (tr wwi to Arw t,•the prets.t""here•tttrtatvvv�fi. { tt• tl•t'•F V, 'IC)tft,t.p thr prerrn+se+ trr-w s:r.nt.ld nnt.•0.- p rt y'A V e •.c..•ta ,Kt t '»o host-teal-N-#A4 ata f..rtl-r- t . . � 4)V•, 4.,++tt uX.tlar ir%j p.tr: ..tr,44nt,IhA,t ntet t.,a:i:.yt J•,•rt.�.r .vnereJ ar)ihtnk 0•1 .*t,v the :Aral r•r.-n.r w, h4— t. " .-vrumlre•r.•'t.n z ' ant' Oav tt�.♦{e.'{tr• • ''..yt..A Kt.1TQ.Y 1st. i�il?thR t•.,rt .,f th* lent part. in r.mplu+vice tttth S•.t ,.t the . -• j t tte,n ts,., c,rCw nAat+ that 164te will rrcr^t,w tfat ctmsiderattun for thts aun tl vo nc•e am1 •..il h.,i tt�e r.tjht t..rrr r•.ve Sut•h Cr+mtirk-efttl-n am -+ fund t., t•e aPpil.•1 fi rtt f.tr thr• purvnae of parer Vie %.-At++f the tmynrvv ,t..te -,to! vs-t", •° atnw Grot t•' It-t ttyt"rut Of thr 1-4c •.f ttfe im- pMvrtttM- ta.•i,+rr dii.t¢ Any part .•I.the VOL,. 4 the sill" S•r att}- tt'�er IKArt-ti• tV wrrxr%s K•llrRl::'W, t^.•port A fbe ftr-t p:a:'t!"vA'NA=y f.ttftttrdttf t.ta .ire:,V.ta dAy Anti ve..r ftrsfatapve wrtt{rn. , a t:.�tr ti.�tcWes.tikl+. t:t«.••• K. t•rwt• is r', r+,Ot• N FK ti t rKF t.t tt V i\ r► .: t P't)t.1�a». �• Ov thl+75t!, dat .f t vt•ra• t..ra .nr j rt.<,r,a7fY •:rr c Cx*tiT R. X.vkM•n. fut nt• !t ttr+t{tn A/ ;;haC•' 1{. 1:,.mtr to eve km,M r.iNl kMeltn t.t mt l._t•e th.- trutstt.tau.1lnrerWb ,f!i-• .n•! *h.. �r�utod the ftiri(r,- {t1(t$atr+l+event. tn.t ck"...IT-duerl to 4h..: at•• ,.�va/q[a�J t.•N7 A.ar'(••. , "1 /fJ .s _._ _49LfG��OOuhit A GRACE R. LFWTS. -- Clk1n Grace R. ?7tcklen _ JQHN J. DIICKI.FS — - (Map of Boixedon Eitates 'Down of Southold / R & R to: CORWIN 6 GUCKMAN ATMII�RYJ AY t.'kW MAIN 57 REET OREENPOW.NEW YOR►( S.C.T.M.# DISTRICT 1000 SECTION 56 BLOCK 2 LOT 19 #R-23-1184 DWELLING UENT FILTER TW-4 FFL 24.0 4'SDR 35 -PITCH 1/6'/FT GRADE 22.5 GRADE 22.3 GRADE 5 MAX C/O TO GRADE GRADE 220 INV20. DI INV20.2 INV20.8 4'SDR 35 INV20.5 INV20.3 BOX NV20 1 PITCH WWI` 4'SDR 35 B'Dx16'DEEP PITCH 1/8%FT LEACHING OHO AN-000 POOL OO EL 15.2 EL 15.2 I=OOOOO EL4A SANITARY INVERTS HIGHEST EXPECT.GROUND WATER EL 1,0 • H oNE�GNNp1ER ,.c��9�" �. EOG� OF p P' C42p•6• j�O �w .�i'=: 1.6 l NAIL' ''' l'�� j`• 023 O lI E 33'ROW DRAIN I z 1; �ti�9a T LJ7: z I FIYD ',IL, •�n w V? 3'. STK. ; OD I a E �,0 _ SANITARY DESIGN BY: 1 \�ILA LL O I RICHARD M.MATO A.I.A. a .W I PO BOX 2284 AOUEBOGUE NY 11931 10 I PHONE:(631)5235879 O I EMAIL:RMATOARCHITECT@GMAIL.COM SKY PLANE DETAIL w 0uj y I / RIDGE EL(48.95 \ ":As -- �`,- •',' / \ � LOT 4 / \\ O LP / E(P ',; �•, I RN:HARD M.MATO A.IA AIYS LISC7001861 Ir FFL � ---- oe �•dPROPOSED� D •r ••••• ,�� I — EL(22.5) P ANaOp RNEINAY"; I I omtwemm.aava.wr+nbrcmuc 11.2 It •.,.} .. - .[.,•-•::j R'aIF£e LATi b`LI�INRIPENW6l'-0UO II •.•t - I i6iRe c„„w Yt.'.®i£Ifw„I ws. 18' t PR -EXISRAD I _ •: ,F -t I rmrnmmicssrzurm. nva AVERAGE GRADE Z'SCH 40 PVC VENT PPE '.�'••:'.:':.• mxmwculwauao�tl NA'Ml EL 22.0 I •.1•:•'. t mcrniwanraaots ELECTRICAND AIR SUPPLYHOSETO OWES 11 •� I I 1 Go. EL(22.5) rigid side EL(22.5) `.'•• tw•� I 2 mor„aut�..wlawemnsRzs CONTROLPANFLANDARPUMP }..,� ELECTRIC SETMCE TO CONTROL PANEL -•'.:::::.::::::':::5D,0'::-:.:::::::::::::... •�{:'�• w L I Ub s„m„nwm QROP.SED..:. .;:.• .� I >` ix�emart�srsmm Na�iwrv+moxclucarxerwts*+.. E wfvam�ro*e Q..�:-:-:-:�-•�•�25T1'IFI?fr1.;;;•; :"•n� - � I nauamvnmroncrrr; 112 •:•:i/.•.:•isi:.i::::::::::._•:::.::::-DWEL......... y1.6 I t.amTt.r1wrrr Aa.ewrs.axnwua vnmva-rmxsa�c.e aarawnnocns ilv ELEV.21.6 LOT 3 q •4-8E OM8_; ° ,.wriunarumswF¢imwu�wmssm[a x�w'• axomr� oL DRBROWN t.r LAND NIF OF �`� -1 SANDY LOAM /1 '....'::':.::'::. -•-,I- _ GRACE LEWIS 1 DRY\ Y O BROWN VACANT 150' \WELL/ ::•:•:;:" _ DRY a SM LOAMYSAND 1.5' •....::�::::•::•::• \WELL/ I PALE :::•,1::::•: I ' BROWN 20.2 _ POLYLO.-30*FEiY5CREEN 68 MEDIUM :•'•:••�':'.•.: x Iun r/ DOMED SHAPE FOR NA PARTTEIUAL--Hp'E SP SAND ::�.�.•....•.... .� I N*SIZEDTORTIKIOE IN EACH ACCESS GRAVEL 0•....�.. I HANNEFOREASYRBIOVALDER NO COVER • I LV SAFETYSCREEN 14.3' EL(125) �.�•IeD side � � F I NO WATER M _ MSTWIZISER —lr N. ARY 12.20L1 � � ';" I QAlntai Mine Q . snin roars K.WOYCHUK LS xom a r vt TUF-TITE EFFLUENT WOATE]2TEIG�HT FLEXIBLE FILTER EF 4 e m s ELy15 s-' • I oUTLEr ewaum+mx� Oos1"o ewuo �`yyy A , HYD—ROAC�TIO N PUMP TANK STK. 7BF-7 RE TBa AFFL 9 STK 7/6•001 PVC 8DR 35 11 W TUF-TITE SD-4 HYDROACTION AN-550 SIDEWALL S $30 20110 YY LOT 5 I SOLIDS DEFLECTOR LAND N/F OF EFFLUENT FILTER GRACE LEWIS NTS VACANT 159 o HYDROACTION AN-400 „„.nw DRAINAGE CALCULATIONS: ,.«erEnl '' „„. - :m ahuIND:1,990 satT. t' is .••""'-° MIN 4' W MAXRES En pm Em ia�eo`ua: mmaumsswmnPSD ® ® ® ®®ems z•MIN .d.� em E3 em ®®� OUTLET 11ABovE T MAX GROSS FLOOR AREA 2100 S.F.+(12.5%x 5569)=2796 S.F. t PRaPosmzm ORaLea:use s'.r].ZJsu s.F. LEACHING POOL saris SEw mme NON-CONFORMING LOT CLEANOUT DETAIL Ms IF 1£"`"'°0E1f£S PRIMARY FRONT YARD35'MIN _I n SECONDARY FRONT YARD 20'MIN REVISED 03-25-24 DISTRIBUTION BOX SIDEYARD 10'MIN DVEWNO HLC RIGLPANEL REVISED 12-23-23 "TS THE WATER SUPPLY, KUA DRYNE S AND CESSPOOL cOCA17ONS SHOW ARE FRAM REED ODSZ RVARaVS UPDATE ROADWAY 10-15-23 AND OR DATA DBrA/NED Flea({owma REVISED 09-20-23 AREA:15,569.54 SQ.FT. or 0.36 ACRES ETEVATTON DATUM: NAV088_w�__ — LP6IUTHCRM ALW?AVaV OR AMPON TO Rid SLWILY d A NOIARCN OF=RON 720P OF THE NEW NRK STATE EDUCATION LAW. CaiIES or RIS SVRYEY NAP NOT ffR0{O THE LAA®SVRK=" SEAc S'HAIL NOT BE COASW?ED TO EE A VALID TRUE CgiY. CUARANM NpCATED HEAEW SHALL RUN CALT = WI TO RE PERSAY FOR NNCU 1H£ST/RYEY LS PREPARED AND DW HJS RAN{f•TD RE RRE C010'ANY,OOIiAMIp{TAL AGENCY AND 11NWN0 WSRTURON I} LSIED FIER£CM;AND TO THE A59'GIfE4 q�TH£!ET{pNG tNSRR1ROW,7S R&ATELS D NOT OW AN 0 W�rs�pf42VSIQVS SHONN HEREAY FROM THE PROPERTY UN6 70 THE SIRUCTURES ARE CDR A SPEa" P(IRPOSE AHD USE RTFREFa41'DEY AAE a++„r DEDICATED NOT MTWLW rO MCWUAaNT TIE PRa°FR7Y LtNLS OR ro p/IDE THE MICRON OF RNCEB,Afb 170M STRVCRRES OR AtM OTHER&Pj?o F wLNm EAS�tTS m AND/dt 94WRFACC SMUCTUPfS REMWED OR MW AAE NOT CX/ARANRiED L61lFSS pNy9CAILY£NDENT ON WE PRELIMS Ai iFE RME OF SVR4E1' 64" 6311 uTTVEYOF:LOT 4 �� OF Nen' CERTIFIED TO:JOSEPH ROMANO; ASHLEY ROMANO; YAP Or BEIXEDON ESTATES yr " '`'' "���� OLD REPUBLIC TITLE INSURANCE CO.; FILED- MARCH 16, 1946 No.1472 CONTROL SITUATED AT: SOUTH PANEL OLD r Y x rz 40.5" I TOWN sCOUNT"D SUFFOLK COUNTY, NEW YORK my ��� Y 1TOYC13LDr LAND SDBVEYTNG, PLLC S�. ,:;D✓ C Prof6g1doIIel Lend Sx veyln5 and Dedttp P.D. B— 163 Agnebogtte, New York 11931 FILE223-22 SCALE•1"=20' DATE,.APRIL 27, 2023 N.Y.S LISa NO.060 62 F (aslpm-16w FAX(wq 20-UM S.C.T.M. NO. DISTRICT: 1000 SECTION: 56 BLOCK: 2 LOT(S): 19 #R-23-1184 O`N��LINGP��R CL 19 r \NIPV8�150 i U.P� R� ✓/: U.P. N r , OPPOjeM /9 l y 1 EDG� O •, %•^ `(�2.� NAIL I 1202 x?3'ROW --I � � DRAIN HYD �L19• I ` %V�j. ,� I o5 W•'% V.P• STK. ; 00 > I o a. LL ,L I p Lu I o I w E�21.z V, ' LOT 4 DRAINAGE CALCULATIONS: ice? LP C 210' 2 STY DWELLING:13905Q.Fi. ,•, t••U.P.',, ' 1.390.0.166=231d REQUIRED EXP '�•- p 8'DIA,3'DEEP ORYWELL=265d PROVIDED GUY oa ,'e PROPOSED M DFtIVE1NAY+ MAX GROSS FLOOR AREA AN400 I �I 2100 S.F.+(12.5%x 5569)=2796 S.F. t w PROPOSED2STY DWELLING:1390S.F.,2=278DS.F. 1 , 7 SCH 40 PVC VENT PIPE I ELECTRICANDAIR SUPPLYHOSETOOWS �I ••'.•L;,.''t'',•;,••' t C.O. EL(22.5) right side EL(22.5) •�•.,. " NON-CONFORMING LOT CONTROL PANELANDAIR PUMP F� I Z PRIMARY FRONT YARD 35'MIN ::•50.0' I U o ELECTRIC SERVICE TO CONTROL PANEL ^:r:•r:•r:•r:^:•:•••••• ••• ,w W •; SECONDARY FRONT YARD20'MIN .......... :•'•::•FOUNDATION' ,)'." .,,I I >e- SIDEYARD10'MIN o••••••••••••••••:• : ••• :::•LOCATED::•: STK. 11.4' :•i:•:'3o.D' -:�-:;"'::•:::•:02/27/2025::•: E 21.: �• ' I LOT 3 ZZq :•:TFND(22.9)::: 5 LAND N/F OF E1 I �+ SKY PLANE DETAIL GRACE LEWIS DRY ''1 O VACANT 150' I DRY a �•:::•::•::•::•:r:•::•::•: \WELD I RIDGEEL48.95) \\ •,,I•� / \\ ................... .................... r ................... 20.0 417 EL(22.5) EL(22.5) -- ——————— ---- left side 50' ---- UP _ I I z_ FFL 3.5 L�,g) ELEC. I U`� — 20.2 METER I PR •EXISITNG 18' I AVERAGE GRADE EL 22.0 O Z14 I STK. C STK. 76.00' S 8302011011 W LOT 5 LAND N/F OF GRACE LEWIS VACANT 150' FOUNDATION LOCATED 02-27-25 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVAT70NS AND OR DATA OBTAINED FROM 077-IERS. Y� AREA:15,569.54 SQ.FT. or 0.36 ACRES ELEVA77ON DATUM. NAVD88 -------- UNAUTHORIZED ALTERARON OR ADD177ON TO THIS SURVEY IS A VIOLA 770N OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICA7ED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUTION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 174E PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE-PROPERTY LINFTSIOR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUffURE&R rPRDED PR�%NR�.FCORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 4 �`;.' JOSEPH ROMANO; ASHLEY ROMANO; z , �r CERTIFIED T0: MAP OF:BEIXEDON ESTATES !, MAR - 4 2025 a`' OLD REPUBLIC TITLE INSURANCE CO.; FILED:-MARCH 16, 1946 No.1472 SITUATED AT:SOUTHOLD TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design { + P.O. Box 153 Aquebogue, New York 11931 FILE #223-22 SCALE: 1°=30' DATE:APRIL 27, 2023 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 T S.C.T.M.# DISTRICT 1000 SECTION 56 BLOCK 2 LOT 19 #R-23-1184 HYDROAGTION I/A OWTS DWELLING UENT FILTER TW-4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FFL24.0 4`SDR35 PERMIT FOR APPROVAL OF CONSTRUCTION FORA GRADE 22.3 ITCH 1/8•/Fr SINGLE FAMILY RESIDENCE ONLY GRADE 22.5 GRADE 5%MAX CIO TO GRADE GRADE 22.0 �INV20. GIST NV20.2 INV20.6 4"SDR 35 INV20.5 INV20.3 BOX NV20.1 PITCH1/4'/FT 4•SDR35 8'Hx16'DEEP DATE 10/12/2023 H.S. ZEF,RHO. R-23-1184 AN�400 PITCH 118'!FT LEACHING pp APPROVED ,p11' 00000o FOR MAXIMUM OF 4 BEDROOMS EL152 EL152 0l�001�o EL4.4 EXPIRES THREE YEAR FROM DATE OF APPROVAL SANITARY INVERTS HIGHEST EXPECT.GROUND WATER EL 1.0 Design Professional's Certification Required. Submit P.E.or R.A.Certification For The Installation and Construction of the Sewage Disposal System ��E�GNNPEt C\,19A Use Form WWM-073 ulPP�15�sU.P. Et)GE Of_• OV2p6' y t IQ ll /•Y �G•� NAIL }. Al ,jW. 11r a 073 140 ,• r� 3TROW Q > y- DRAIN. 3 I Z .W.V. 6 e ,• s . I , • . F- J "! jw HYD �`19 GUY F;D, IIIn .Z I W m o STK.0 '9�. a I SANITARY DESIGN BY: EV22 I �ey�, :`• ^+ ,:� I RICHARD M.MATO A.I.A. a. I PO BOX 2254 W Q(g I AQUEBOGUE NY 11931 . W PHONE:(631)523-5879 I EMAIL:RMATOARCHITECTQGMAIL.COM O W UI I �PQD ARC O aUj IND LOT 4 IC W.V. LOT 3 04186, EXP :..z ::•••: .'.'" i RICHAAID M. R]FA C0041861 LAND N/F OF U P. . :.:: ::,: GRACE LEWIS VACANT 150' ; PROPO ED DRNEWAY .' I J• I DMllWm'Ni G➢!+03�AC+PF:fE6GJE+ L1 AM00 Q`') I xi0.a'mttss6FLrUlss^.*lA9�e Po II - - xcxc�w.wvr.is.vsa.+uxc+ 75CH40PVCVEMPPE I ::'z,.;i I waws-as[sresyswrmcemams . ..,'�'- I�NMYt1W.Tm,a PT)AHisl ELECTRICANDAIRSUPPLYHOSETOONTS •. m I sS�cacsmroittm C.D. EL(22.5) ;.:•.'.•:•: I�; I F- nlOsusauaw�a¢aas•t¢r _ 1 EL(22.5) �f I Z ELECTRIC SERVICE TO CONTROL PANEL •::.49.P. •:�; a I U sin surtunwrts ='.PROPOSED-: STY FRM. •.-::: -Y . I >' ,.Mons w-uun<rcu,ewws�msuul�m+aesrcanamurxn.nrn�cax :2 .•:.:.; inrr� amxauwanwsmrnn.*us+rexxr�rxvawan�+uole vmePSrtmrcMPsw ................ : JEILItJG .. Ec y1.6 �• I trt.xu.r xrt=r rweM.x-slu-sc0.vuwoa•yvsrmxusnmsysnw:wowMawc :•�•T::'::'::."::. )• Y I MhMfPP-9Wl R:flI�tJ}TCVOMtW550Ntt1A¢,a1]UtIlJN4MMM1i ELEV.27.6 FFL(23.5)• = y� 22a ,.• I \'• I 4M['NWfrt4(AiN.4-1G10.2JIPOfR11E NQY,MAIR TEAY,aMWTE^m-RK DR SROWN E1• ^:. •/-1 I OL 1.2' SANDY LOAM ' BROWN I DRY SM LOAMY SAND 1.5' _ \4Ycll� ................. PALE PALE I BROWN / POUYLDK 0 70 SCREEN MEDIUM - " DOMEDSHAPEFOR MATERIAL-HOPE SP SAND :,.•.U.�? I r� M"UNL0.4D TRENGTH INSTAUIN EACH ACCESS GRAVEL `•/•f HANDLE FOREA.SY REMOVAL PORTUNDERHOCWBL :•:::20.0'...S::: EL�� OF SAFETY S[AEB1 S ~ < > SIZEDTOFITINSpE NO WATER O ^� I to CN — i.• •'• I FIRST 2I•MSER 6feCFL.5EC111Xi 17' — 'j 0 3, ' r�roa.c, AA.V I2,2M y K.WOYCHUK LS g Q l .om u,scva o f WATERTIGHT FLEXIBLE I TUF-TITE EFFLUENT JOINT SEAL FILTER EF-4 OUTLET TO �' II z1 A I HYDROACTION PUMP TANK ,� I STK. c1F,. I TUF-TITETe-4 T 7 K. ��(] 76 001 11 ' T BAFFLE PVC SDR 35 O 2011 011 YY SOLIDS DEFLECTORTUF-7nTE SD-4 ANSSD SIDEWALL c pLOT 5 I EFFLUENT FILTER S S LAND N1F OF GRACE LEWIS NTS VACANT 150' HYDROACTION AN400 T. DRAINAGE CALCULATIONS: 11yd CNOrT NT6 rtW m1. ' 4sn 0mis ow Ll W/COVE4E0PO S:1®asOrr. SHSPK PP[[PFDIN. 1.6]G.0.1664Atl REgARED MIN 4' 4'MAX mBDIAx4'DEEP DRmEu�An+wrovosD - - — 4'ARACEwAIR`-_3`_1 Y: s.F. a8 eox ®•®y® ® Ses.o.Iee=ecN m+Pse, YMD4 ABOVE , •F>• Iq avw.a os>:r ptw,l=u-use monOEu ® ® ® ® OUTLET R WVER D9 ® en E3 a p.rxiscp+po ® ® ® ®®us GROSS FLOOR AREA 2100 S.F.+(12.5%x 55691=2796 S.F. �../ • • ox 'Iw, T--�dMM1MF9 PST OJM1Ef / NON-CONFORMING LOT ��Q° stw'i oivsces PRIMARY FRONT YARD WMIN • irlCr PpCX 118" CLEANOUT DETAILrcn SECONDARY FRONT YARD 20 MIN NTT; BEACHING POOL SIOEYARD 10'MIN DISTRIBUTION BOX Nrs THE WATER SUPPLY, VEIL$DRYNfl1S AND CESSVOL uwnuHC OLECTwui.PANEL LOCAVONS SHONN ARE FROM RETD OBSERVARONS AND OR DATA OBTAINED FROM 07HOM REVISED 09-20-23 _ AREA:15,569.54 SOFT. or 0.36 ACRES ETcvARLw DATDIt NAVD88_____ Li UNAUWOM2W ALIWARON OR AODIRON TO 7103 SURVEY IS A ROLAROH Or SEOWN 7"OF THE AIEW MV STATE MUCA17M LAW, COPIES OF TMS SURVEY AIAP NOT B£AM7lD THE LAND SURVE/LW'S 1NBOSSO SEAL SHALL NOT Br 0 ISIDFR£0 TO BE A VALID TRUE COP.. GUARANTEES UIDICAim EIfRELW SHALL RUN ONLY To IHE I fRs'aV FOR NFIOAI THE SURVEY IS PREPARED AND 01 HIS 6EHALF IAA THE RILE CLYOIANY,GOMEI.ERTAL A.11CY AID LENDING INSRIIARM LIS _.,.:.,,m.,..,,.,•,.,., WE O HIM D AND f0 THE ASSTCNLFS OF IFR LENDING WSRTURLLI d/MATHE£S ARE NOT 7RANSFORA S � THC OFTSETS OR D/MEN90NS SHMWT HERECW FROM 7HE PROPERTY ONES TO 771E S7RUCIUAE•S ARE FOR A SPEC7RC PURPOSE AND USE RYEREFdtf REY ARE DEDICATED NOT INTENDED TD MONUMENT THE PROPERTY LINES OR TO GUIDE IIC n=RCW OF FENCES ADDIRMe SMUCnRCS OR AND OTHER WMOM(ENM EA5UANTS ANDICR S/RSURFACE SMUCR,WES RErDRDED DR LpWIYxNOfD ARE NOT GUARANTEED UMESS PH)SCALEY ENDENT ON THE PAEUZSW AT THE W OF SURVEY suRvE•r .on LOT 4 OF NEI,, CERTIFIED TO:JOSEPH ROMANO; ASHLEY ROMANO: 641E 6.]I1 z ,v, 1.I. D �7 NAP OF: BEIXEDON ESTATES .� OLD REPUBLIC TITLE INSURANCE CO.; nUO: MARCH 16, 1946 No.1472 CPANE�L SITUATED AT: SOUTHOLD - o 40.5" TOxN on SOUTHOLD F KBNNM M WOYCHTM LAND SORVLM . PLLC SUFFOLK COUNTY, NEW YORK yS� +`5'OHG? Proteedonal Lead Surveying and DeelMa N P.O.Bo: 153 dquebogue, New York 11931 nLE 4 223-22 scAL 1"=20' DATE:APRIL 27, 2023 N.Y.a Lisa ND. 090882 F=0(631)290-1ees FAX(631)295-1ees S.C.T.M. NO. DISTRICT: 1000 SECTION: 56 BLOCK: 2 LOT(S): 19 #R-23.1184 fb; 0 U.P. ", �IT ✓� U.P. EDGE. G1205• ioW (�2.6�NAIL' I w 023 . , AF ROW --I W.V. DRAIN ; 0�203. I Z 6 Lill HYD ��19 ` Lei). .LU I $ m Z) OR STK. ; 00 Q' w / e'- LL 220 Q1 ,• IL ,-. • '0 I O LU I w I O LOT 4 ' I O N LP DRAINAGE CALCULATIONS: 2 STY DWELLING:1390 SQ.Ff. . '.••t,U.P.•^ I I.3900.166=231d REQUIRED ���111 EXP @ BDIA a 3'DEEP DRYWELL=265d PROVIDED DEI W I MAX GROSS FLOOR AREA ANaoo ° PROPOSED DRIVEN%AV•. ; 2100 S.F.+(12.5%x 5569)=2796 S.F. I '•' .,.I PROPOSED 2SW OWELLING:1390 S.F.•2=2790 S.F. P SCH 40 PVC VENT PIPE II '"'I'•';`,,•'�' •�.,',' .3 I ' • W ELECTRIC AND AIR SUPPLYHOSETO OWfS II �:•1;,•;�, C.O. EL(22.5) IigM side I Z NONCONFORMING LOT •) :`. }'. CONTROL PANELTO C NTROLNDAIR PUMP • ". PRIMARY FRONT YARD 35'MIN ELECTRIC SERVICE TO CONTROL PANEL ::.:•::::.::•:::::: : :• ••• ; Ln SECONDARY FRONT YARD 20'MIN '::::•::::::•::::::•:::•::•::..... •..•...•.•::... "'••,.", W �— ? FOUNDATION' I I > SIDEYARD 10'MIN o•;;; ;•;; STK. 11.41 ::::..::ii::::::: 21�0 ::':''3fi.D'•::::::::::::::0 2127/2 0 2 5::: E I.s LOT 3 q ::TEND(22.9): LAND N/F OF E�� SKY PLANE DETAIL GRACE LEWIS I DRY O VACANT 150' \WELL :::::::N I DRY =I RIDGEEL48.95) \\ y•::::::.'::::::•::. •I`•.I �1 EL(22.5) EL(22.5) ; ———— ———— ------- left side 50' � . U.P - I I Qo FFL 23.5 o EL(22.5) ELEC. I C.)U) II.r - — 20.' — METER �• PR -EXISITNG 78• I AVERAGE GRADE O rn N EL 22.0 cn O .s I O I STK. E�22.2 I• I STK. 76.00' -- - SS302011011W LOT 5 LAND N/F OF GRACE LEWIS VACANT 150' FOUNDATION LOCATED 02-27-25 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS NAVD88 AREA:15,569.54 SQ.FT. or 0.36 ACRES ELEVA77ON DATUM: ----------- UNAUTHORIZED ALTERA77ON OR AD0177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA7F EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7FNDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RULYURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 4 CERTIFIED T0: JOSEPH ROMANO; ASHLEY ROMANO; MAP OF:BEIXEDON ESTATES f OLD REPUBLIC TITLE INSURANCE CO.; I FILED:MARCH 16, 1946 No.1472 MAR - 4 2025 SITUATED AT.-SOUTHOLD TOWN oF:souTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #223-22 SCALE: 1"=30' DATE:APRIL 27, 2023 {N.Y.S. LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588 J C.T�NO':, DIS.iRICT: 1000 SECTION:56 BLOCK:2 LOT(S):19 \\ ' U '%R-23-1`1':8 V� o2"J U.P. IT ^C 4. U.P. 4. O oil D 14 12 23 '` ,z _ .•- - ,w `�J ®pRAIN �S VRENj •;I-• w.v. ' E \ I \ z HYD EDGE w I VERGREENH EDG3.0'W E T �' W. w / STK 8'x8'DEEP w' I Z LP2 O O B'XB'DEEP LOT 4 I I W LPl POINT"A" "B" O S.T. 52' 19, DP 55, 26.6. = W.V. I �' L7P1 64.6' 42.6' I U.P. I GRAVEL GUYo—{S JP 79.5' 58.5' D.P. DRIVEWAY r T 1 I N o I I AN400 c.o. BELG.BLK.CURB G.M. I ....... I CONTROL PANELAND AIR PUMP GATE ::..... .. r:(i-c:Air:Cr::G:rrr...:......... W.v - I y 2 STY FRM, ROOF OVER STK. ?:`:':`'OWELLING#7.0: CONc.1STON _ LOT 3 FFL 24.9..::., S40gP s I LAND N/F OF c' 11.4' / I /STONE CONCJSTONE GRACE LEWIS p stoops WALK O I DRAINAGE CALCULATIONS: m PAVER DRY 2"RAINFALL Z PA710WELL / 2 STY DWELLING:1390 SQ.FT. m _ - x 1,390 x 0.766=231cf REQUIRED 20.0' (2)8'DIA x 3'DEEP DRYWELL=265cf PROVIDED .'.'.'.20.0'r..•.r.: ,, I P. DRY ELEC j1 "?_U METER MAX GROSS FLOOR AREA 2100 S.F.+(12.5%x 5569)=2796 S.F. a I m O ; PROPOSED2-DNELLING:13WS.F.,2-21-.F. mz POOL I I I IECIP. STK. 1 I STK. L ��POST/WIRE FENC�Ex j '76.00I UPDATE 09-25-25 C QO�OIlO11 VV LOT 5 � FINAL SURVEY 06-26-25 J O UNDER CONST. 05-14-25 LAND N/F OF THE WATER SUPPLY, WELLS DRYWELLS AND CESSPOOL GRACE LEWIS LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FOUNDATION LOCATED 02-27-25 AND OR DATA OBTAINED FROM OTHERS. AREA: 15,569.54 SQ.FT. or 0.36 ACRES EL£VA71ON DATUM.• NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A V70LA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABL£, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE.PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 4 CERTIFIED TO: JOSEPH ROMANO; ASHLEY ROMANO; MAP OF:BEIXEDON ESTATES OLD REPUBLIC TITLE INSURANCE CO.; FILED: MARCH 16, 1946 No.1472 Y F SITUATED AT:SOUTHOLD u- - TOWN OF:SOUTHOLD -3' / / �' KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �j 1 sos9? ' s` Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 N.Y.S. LISC. NO 050882 FILE N 223-22 SCALE:1"=20' DATE:APRIL 27, 2023 S PHONE (631)298-1588 FAX(631) 290-1588 . S.C.T.M. N0. DISTRICT: 1000 SECTION: 56 BLOCK: 2 LOT(S): 19 � � , ' 45—Vu E 0 #R-23-1184 '1• , •SEP'. 2025 ,, . .• � U.P. U.P. \ \ R �UffidigFD�j Urthold OFp POEM— - •— . . , � . - •_ '� � ' A , DOGE . O 101 y ,� NAIL j �p' 1V y w O272 V W , . �2 N� - 33tROW IN W.V. o. z - / HYD GC 1 W D EVERGREEN HE EDGE OF P E NT ?' ,. W' STK 3.0'W 00. Q , LL 8'x8'DEEP , .� LU <. LP2 - O W •, . W LOT 4 ; 0 8'x8'DEEP 1 ' UJ 1 I LP1 POINT "A., "B" O S.T. 52' 19, O _ DP 55' 26.6' - W.V. LP1 64.6' 42.6' U.P. C, GUYo—� LP2 79.5' 58.5' D.P. , SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES N RCA a W APPROVAL OF CONSTRUCTED WORKS FOR O ASINGLE FAMILY RESIDENCE DRIVEWAY \ erzsi2o2e R-23.1184 AN400 . Date H.S.Ref.No. O � I The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found BELL. BLK. CURB to be satisfactory FORA MAXIMUM OF ^ BEDROOMS. , ' C.O. JOTHAN PAID P.E.CHIEF �.g".'.'.'.'•'•'••'•'•'-'.'.'- ...................-'50.0. .....................A" Office of Wastewater Management •••••••••••••••••••• ••••••................ •••••••••••••• W $ .' 3 \ , •, CONTROL PANELAND AIR PUMP 0 .. W.M. 0. ... .............::2 STY FRM;.:.:. STK. DUVELLING#70. CONC./STONE '.............. STOOP LOT 3 FFL 24.9 •ip , I LAND N/F OF )1'4 STOOPS sE CONC./STONE I GRACE LEWIS ::.. .t,. WALK wW................. = A................. DRAINAGE CALCULATIONS: PATIO W CONC./STONE W DRY ) 2"RAINFALL ................ \WELL 3 2 STY DWELLING : 7390 SQ.FT. w 7,390 x 0.166=231cf REQUIRED w 20.0' I' r (2) 8'DIA x T DEEP DRYWELL=265cf PROVIDED 20.0' U.P._ '. DRY ) ELEC. O 3' �WELL/ METER MAX GROSS FLOOR AREA O N :•: O O a 2100 S.F.+(12.5%x 5569)=2796 S.F. a•••••••• O PROPOSED 2 STY DWELLING:1390 S.F.x 2=2780 S.F. •.•.' ''•''•• POOL ' �........ EQP. O w STK. l • STK. 11 �xT �6,pp VV FINAL SURVEY 06-26-25 S 83020110 LOT 5 UNDER CONST. 05-14-25 LAND N/F OF THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL GRACE LEWIS LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FOUNDATION LOCATED 02-27-25 AND OR DATA OBTAINED FROM OTHERS AREA: 15,569.54 SQ.FT. or 0.36 ACRES ELEVATION DATUM. _ NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 4 of NEW CERTIFIED TO: JOSEPH ROMANO; ASHLEY ROMANO; MAP oF: BEIXEDON ESTATES �P �N M• 0� O OLD REPUBLIC TITLE INSURANCE CO.; FILED: MARCH 16, 1946 No.1472 �� C_ ,* SITUATED AT: SOUTHOLD a r � TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK �� �v KENNETH M WOYCHUK LAND SURVEYING, PLLC s 050882 JQ� Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 223-22 SCALE:1"=20' DATE: APRIL 27, 2023 N.Y.S. LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588 DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY C. HOCHUL 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROBERT J. RODRIGUEZ TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV August 2,2022 Mr. Kyle Nornhold Apex Homes, Inc. 7172 Route 522 Middleburg, PA 17842 NYS RESIDENTIAL MODULAR SYSTEM RENEWAL NEW SYSTEM APPROVAL NUMBER: M1168-2022-075 PREVIOUS APPROVAL NUMBER: M1168-2020-042 Dear Mr. Nornhold: In reference to your written application for approval received June 17, 2022 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses)System of Models designated M1168-2022-075 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes(2020 RCNYS).This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until August 2,2024, unless sooner revoked,and is subject to renewal at that time.A revision in the adopted code version will also warrant a revision in this approval.The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A. B, C or DO Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to 5139 mph Vult Wind speed >140 mph will require engineered design. Individual Models located in regions having a ultimate wind speed of 140 miles per hour or greater shall be submitted to the Division for review and approval. Exposure Category: B, C(standard)or D(optional) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and "Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication.Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency.The following statement may be used to provide this certification; `The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on August 2, 2022 under Systems number MI168-2022-075." Page 1 of 3 t The approval identified above is limited to all construction that takes place in the factory.Site related work including installation and connection of the building and/or components,foundations, mechanical connections,stairs,decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information(but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads,flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification,Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade,and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction".Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only)showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing,specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Room names with square foot area. • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5,including the requirements specified in Section R602.11 for Seismic Design Categories"DO, D1 &D2" • Location/type of fire rated wall assemblies • Stairs with direction up or down • Doors, egress windows and safety glass locations • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Vertical dimensions floor to ceiling and bottom of truss • Materials used in roof and wall assemblies Page 2 of 3 • Insulation locations and types, sizes and "R"values • Field completed insulation assemblies • Building integration details (module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections(uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1 1�t finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types,ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails,lighting,etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed"Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports(specific to permit set) • Window and Door Schedules providing manufacturers'information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5.The Insignia of Approval Order form is available by emailing me at: donaid.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr.,AIA/CEO—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist-PFS Corporation Page 3 of 3 Generated by REScheck--Web Software Compliance Certificate Project A18054 Energy Code: 2018 IECC 1/ Location: u ounty, New York QF 1V�� Construction Type: Single-family W -so Project Type: New Construction ,p Conditioned Floor Area: 1,420 ft2 GO C Glazing Area 16% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: 0 934? All Electric false A'�OFESS 10�� Is Renewable false Has Charger false Apr 16, 2024 Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 70 Arshamomaque Ave Southhold, NY Compliance: 3.8%Better Than Code Maximum UA: 450 Your UA: 433 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Grass Area Cavity Cont. Req. Prop. Perimeter Ceiling: Raised or Energy Truss 1,390 38.0 0.0 0.025 0.026 35 36 Wall 1st fir:Wood Frame, 16"o.c. 1,773 21.0 0.0 0.057 0.060 82 86 Door:Solid Door(under 50%glazing) 22 0.250 0.320 6 7 Door 3:Glass Door(over 50%glazing) 162 0.330 0.320 53 52 SHGC: 0.28 Window:Vinyl Frame 157 0.300 0.320 47 50 SHGC: 0.28 Wall (2nd flr): Wood Frame, 16"c.c. 1,576 21.0 0.0 0.057 0.060 77 81 Window 1:Vinyl Frame 228 0.300 0.320 68 73 SHGC: 0.28 Floor:All-Wood joist/Truss 1,390 19.0 0.0 0.047 0.047 65 65 Project Title: A18054 Report date: 04/05/24 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Ken Dieffenbach �L'oa�, 22L AnG." 4/5/24 Name-Title Signature Date �F NEB, z 089341,N FESS 10�`��' Apr 16, 2024 Project Title:A18054 Report date: 04/05/24 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web �J( 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 i❑Complies 103.2 documentation demonstrate ;❑Does Not [PR1]1 ;energy code compliance for the !building envelope.Thermal 1❑Not Observable ' ;envelope represented on {❑Not Applicable construction documents. I { 103.1, ;Construction drawings and ; ❑Complies 103.2, idocumentation demonstrate j❑Does Not 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems. '[-]Not Observable Systems serving multiple !❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. i 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 ; Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr ;❑Not Observable approved by the code official. ❑Not Applicable ; Additional Comments/Assumptions: )F NE�y P\A COD 1� z 0693421 �t A'�FESS 10�`�`�" Apr 16, 2024 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: A18054 Report date: 04/05/24 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions &Req:ID 303.2.1 A protective covering is installed to ;❑complies [FO11 protect exposed exterior insulation j❑Does Not land extends a minimum of 6 in. below ; 3 grade. :❑Not Observable ❑Not Applicable 4039 ;Snow-and ice-melting system controls;❑Complies [F012)2 kinstalled. Eboes Not 7 ! ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: OF NE(q/ ,t 089341, '�FESS 10�`��' Apr 16, 2024 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title; A18054 Report date: 04/05/24 Data filename: Page 4 of10 Section Plans Verified Field Verified #° Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Door U-factor. ; U- U- 113Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FRl]1 ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- I U- 1❑Complies ;See the Envelope Assemblies 402.3.1, :average). ElDoes Not ;table for values. 402.3.3, ;❑Not Observable 402.5 [FR2]1 '❑Not Applicable tJ 303.1.3 U-factors of fenestration products; <, ;❑Complies [FR4]1 ;are determined in accordance IiEboes Not ;with the NFRC test procedure or ; itaken from the default table. ❑Not Observable '❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ?❑Complies I [FR23]1 installed per manufacturer's i' `LIDoes Not instructions. ❑Not Observable ; ' i❑Not Applicable 402.4.3 (Fenestration that is not site built ;❑Complies [FR20]1 is listed and labeled as meeting ;❑Does Not AAMA/WDMA/CSA 101/i.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable :400 that do not exceed code tlNot Applicable limits. 402..4.5 IC-rated recessed lighting fixtures; ❑Complies [FR16]2 ;sealed at housing/interior finish ! - j❑Does Not ;and labeled to indicate s2.0 cfm `leakage at 75 Pa. ;[]Not Observable ❑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 >_ :. ❑Not Observable R-6 where<3 inches.Supply and ;return ducts in other portions of {❑Not Applicable ;the building insulated >= R-6 for diameter>=3 inches and R-4.2 QF JV ?for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ! ;❑Com li [FR13]1 boxes are sealed with es 0.- ;joints/seams compliant with x International Mechanical Code or ? Q abi t A ;International Residential Code, as; f applicable. i 403.3.5 ;Building cavities are not used as ❑Comp [FR1513 ?ducts or plenums. 1❑Does No �89 3 4 2 A? ❑Not Obsery FESS 1��'�' : ❑Not Applicabl 403.4 1HVAC piping conveying fluids R- 1 R- ;❑Complies [FR17]2 above 105 4F or chilled fluids ;❑Does Not ti� ;below 55°F are insulated to aR- 3 ;❑Not Observable ❑Not Applicable 403.4.1 .Protection of insulation on HVAC k ❑Complies [FR2411 'plying. ❑Does Not =❑Not Observable ❑Not Applicable I 403.5.3 Hot water pipes are insulated to R- ;❑R- Complies [FR18]2 zR-3. UDoes Not •` ;❑Not Observable i❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: A18054 Report date: 04/05/24 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing]Rough-In Inspection „Complies? Comments/Assumptions &Req.ID Value Value, . 403.6 ;Automatic or gravity dampers are: `❑Complies [FR19]2 'installed on all outdoor air ! ;❑Does Not 'intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: NEB, Bpi/ �O CO 4z- z O89342'� Apr 16, 2024 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: A18054 Report date: 04/05/24 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ,All installed insulation is labeled i ❑Complies [IN13]2 "or the installed R-values i❑Does Not provided. UNot Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ;❑ Steel ❑ Steel ❑Not Observable I ❑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 ;underside of the subfloor, or floor j ❑Not Observable ;framingI cavity insulation is in ;❑Not Applicable I , contact with the top side of sheathing, or continuous 3 ;insulation is installed on the j underside of floor framing and 4 ' ;extends from the bottom to the ! i stop of all perimeter floor framing members. 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 ;❑ Mass ❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation ;requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable J 1 303.2 ;Wall insulation is installed per t `❑Complies [IN4]1 manufacturer's instructions, i !❑Does Not i❑Not Observable 1 '❑Not Applicable Additional Comments/Assumptions: OF NF�y �P Pa W Bo,�� A&9 3 4 1' '�FESS 10t�1P Apr 16, 2024 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: A18054 Report date: 04/05/24 Data filename: Page 7 of10 Section - Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions 6c Req.ID Value Value" 402.1.1, �Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ;cable for values. 402.2.6 ; ;❑ Steel ❑ Steel ;❑Not Observable [Fill' ;❑Not Applicable i 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ;❑Does Not [FI2]' ;Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402J,3 ;Vented attics with air permeable '❑Complies [FI22]2 !,insulation include baffle adjacent $ j❑Does Not ;to soffit and eave vents that f lextends over insulation. ❑Not Observable ❑Not Applicable I 402.2.4 ;Attic access hatch and door R- R- ❑Complies [FI3]' insulation aR-value of the ;❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies [FI17]' each in Climate Zones 1-2,and UDoes Not j<=3 ach in Climate Zones 3-8. i❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]' determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total ;leakage measured with a !❑Not Observable :pressure differential of 0.1 inch ;❑Not Applicable ;w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ;pressure differential of 0.1 inch �w.g. across the entire system I !including the manufacturer's air QF N�vY ;handier enclosure. vy 403.3.4 Muct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Compli [FI4]' ;cfm/100 ft2 across the system or ft2 ft2 es tst� 0- <=3 cfm/100 ft2 without air i CO ��. ;handier @ 25 Pa.For rough-in ❑❑ A ab ;tests,verification may need to occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated I ❑Compl [FI24]' :by manufacturer at<=2%of UDoes No �8, 9342, design air flow, ❑Not Obse FESS 1�� y '❑Not Applicable 403.11 ;Programmable thermostats ❑Complies [Fl9]2 !installed for control of primary ❑Does Not ',heating and cooling systems and # initially set by manufacturer to ;❑Not Observable code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not . . ❑Not Observable []Not Applicable 403.5.1 ;Circulating service hot water ❑Complies [Fl11]2 systems have automatic or '❑Does Not {accessible manual controls, r ❑Not Observable ; {❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: A18054 Report date: 04/05/24 Data filename: Page 8 of10 Section Plans Verified Field Verified' #` Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system i ;❑Complies f [FI25]2 Mans not part of tested and listed ;❑Does Not ;HVAC equipment meet efficacy land air flow limits per Table ❑Not Observable 11403.6.1. i❑Not Applicable i 403.2 5 Hot water boilers supplying heat ! t❑Complies [FI2612 through one-or two-pipe heating ` ❑Does Not ;systems have outdoor setback 5 control to lower boiler water �❑Not Observable I :temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 {Heated water circulation systems ;❑Complies [F[28]2 have a circulation pump.The -}❑Does Not ;system return pipe is a dedicated ;return pipe or a cold water supply; ;❑Not Observable ;pipe.Gravity and thermos- i )❑Not Applicable I :syphon circulation systems are not present.Controls for ;circulating hot water system ,pumps start the pump with signal ;for hot water demand within the i ;occupancy.Controls automatically turn off the pump ;when water is in circulation loop is at set-point temperature and no demand for hot water exists. i 403.5.1.2 :Electric heat trace systems i ❑Complies [FI29]2 'comply with IEEE 515.1 or UL �❑Does Not x515, Controls automatically f "adjust the energy input to the i❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the z { ;piping. ; 403.5.2 ;Demand recirculation water ; ;❑Complies [F130]2 ;systems have controls that '❑Does Not ;manage operation of the pump and limit the temperature of the ❑Not Observable ;water entering the cold water f ;❑Not Applicable 1 ;piping to<= 10412F, ; 403.5.4 ;Drain water heat recovery units ❑Complies [FI31]2 ;tested in accordance with CSA ❑Does N Pic W 'Bpi' `O B55.1.Potable water-side ; �. pressure loss of drain water heat O able recovery units<3 psi for ❑ abl individual units connected to one i or two showers.Potable water- ;side pressure loss of drain water j heat recovery units< 2 psi for } p8 individual units connected to A, ..9 3 ;three or more showers. 404.1 :.90%or more of permanent ? ;❑Complies A 'r 16, 2024 [FI611 fixtures have high efficacy lamps.` ❑Does Not p, 4 ?[]Not Observable ❑Not Applicable 404.1.1 ',Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ;❑Does Not i ` I :❑Not Observable I ❑Not Applicable 401.3 ;Compliance certificate posted. ;❑Complies [FI7]2 ;❑Does Not []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: A18054 Report date: 04/05/24 Data filename: Page 9 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 6e Req.ID1 J 303.3 Manufacturer manuals for Zkomplies (FI18)1 Imechanical and water heating []Does Not systems have been provided. E3Not Observable E]Not Applicable i Additional Comments/Assumptions: pF NFL, W ep,�� �O CO 0� 0&9342' ��� FESS10 Apr 16, 2024 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: A18054 Report date: 04/05/24 Data filename: Page 10 of10 �J( 2018 IEcc Energy Efficiency iica Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating V--Fa,ctor SHGC Window 0.30 0.28 Door 0.33 0.28 Heating, 0 Cooling F efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments pF NEB, 089342'� Apr 16, 2024 Job I I russ Truss Type QrY Ply MA24076 APEX QN-16054--Y R1 ATTIC 1 1 Job Reference(optional) ,D-10 q 5-10-4 1 D 0-0 14-1-12 20-M aa1 o-0 b 10-0` 5-10-4 4-1-12 4-1-12 5-10.4 0 Scale=1:392 6 45 78 16 i / 17 7.00 12 18 1 T rb 4 / 8-0-0 10 1 2' - �1 B1 B1 ) I4 14 13 12 5-10.4 10-0.0 14-1-12 20-0-0 5-10=4 4-1-12 4-1-42 5-10-4 LOADING(psf) SPACING- 14-0 CSI. DEFL. in (loc) I/defl L/d TCLL(roof) 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.06 12 >999 240 Snow(Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.09 10-12 >999 180 BCDL 15.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 BC 0.0 Code IRC2018lrP12014 Matrix-S Attic -0.05 13-14 1989 360 LUMBER- BRACING- TOP CHORD 2x6 SPF/SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. T2:2x4 SPF/SP No.2 SOT CHORD Rigid ceiling directly applied or 10-M oc bracing. BOT CHORD 2x10 SPF/SP No.2 WEBS 2x4 SPF/SP No.2 REACTIONS. (lb/size) 2=567/0-3-8 (min.0-1-8),13=288/0-7-0 (min.0-1-8),10=567/0-3-8 (min.0-1-8) Max Horz 2=140(LC 15) Max Uplift2=-183(LC 11%13=92(LC 16),10-183(LC 16) Max Grav 2=607(LC 22),13=488(LC 27),10=606(LC 23) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=554f78,3-15=-437/85,3-16=-490/156,4-16=424/164,8-17=-419/164, 9-17=485/156,9-18=-440/85,10-18=555f78 BOT CHORD 2-14=0/405,13-14=0/398,12-13=0/398,10-12=0/397 WEBS 4-8=-299/152,3-14=-253/13D,9-12=-256/130 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb4n) 3=253/130/0/0,4=29911 52/1 2/0,5=111/38/55/0,6=68/46/53/0,7=109/39/53/0,8=299/152/12/0,9=256/13O/O/O,12=256/130/0/0,13=0/398/297/0,14=253/130/0/O NOTES- 1:)Unbalanced roof qva loads.`hsv.abeoR considered for tbia design. 2)Wind:ASCE 7-16;Vuft=135mph(3second gust)Vasd=107mph;TCDL=6.0psf;BCDL=6.Opsf,,h=35ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;Enclosed;MWFRS(directional)and C-C Exterior(2E)-0-1 D-0 to 2-2-0,Interior(1)2-2-0 to 10-0-11,Exterior(211)10-0-11 to 13-0-11, Interior(l)13-0-11 to 20-10-D zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-16;Pr=20.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=30.0 psf;Pf=23.1 psf(Lum DOL=1.15 Plate DOL=1.15); Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23A psf on overhangs non-concurrent with other live loads. 6)At additional member connections shalt be provided by others for forces as indicated. 7)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. C A 8).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit Q f ►V�/i1, between the bottom chord and any other members. �v 9)Ceiling dead load(5.0 psf)on member(s).3-4,8-9,4-8 ���P� 10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14,12-13 w g(j2 11)One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,13,and 10.This con on i (,1 uplift only and does not consider lateral forces. 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and r re standard ANSATPI 1. 13)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. - - LOAD CASE(S) Standard 089342'N AR�FESSIONpy Mar 12, 2024 lob#:MA24076 Truss ID:R3 Standard Peak Connection Flip Rail Connections Compression= 68 Ibs Tension= 39 Ibs Tension= 46 Ibs Shear= 55 Ibs Shear= 53 Ibs Shear Connection Attach Rail to Top Chord With One of the Following Option 1 A. 1 0.131"x 3"Nails Attach 2x4 SPF Stud to One Side,Below Ridge,Every B. 1 0.148"x 3"Nails Truss,with One Of The Following in Each End C. 1 0.162"x 3"Nails A. 2 0.131"x 3"Nails Attach Rail to To Rail with One Of the Following in Each Truss Bay B. 1 0.148"x 3"Nails A. 1 0.131"x 3"Nails C. 1 0.162"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails Option 2 Tension Connections Attach Rail to Top Chord With One of the Following Lap 7/16"24/16 APA OSB Across Flip Rail and Attach Each Truss Chord With A. 1 0.131"x 3"Nails A. 1 0.131"x 3"Nails B. 1 0.148"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails C. 1 0.162"x 3"Nails FUP TO RAIL Attach Rail to To Rail with One Of the Following in Each Truss Bay A. 1 0,131"x 3"Nails B. 1 0.148"x 3"Nails Heel Connection C. 1 0.162"x 3"Nails Compression= 555 Ibs No Gusset Strap Across Ridge With Simpson C520 Tension= 405 Ibs _1-12.5 r Strap and One OL the Following Eadt:Ebd LTP4 i�� Attach LTP4 and H2b7To-One S FLIP M FLiP A. 1 0.148"x 2-1/2"Nails OR B. 1 0.162"x 2-1/2"Nails 5 778 x 3"Toe-Screws Collar Tie Connection Compression= 299 Its Gusset Connection Minimum Gusset Width=12" Tension= 152 Ibs Top Chord Attach Collar Tie to Top Chord with One - (1)PIy 7/16"24/16 APA OSB Both Sides Of the Following in Each End Option 1 (1)1/2"Bolt Plus One Of the Fallowing A. 4 0.131"x 3"Nails A. 0 0.131"x 3"Nails B. 3: 6.14W x 3°'Nails B. 0: '0.148"x 3"Nails C. 3 0.162"x 3"Nails - C. 0 0.162"x 3"Nails Alternate Collar Tie Connection D. 0 7/16"x 1-1/2"x 16 Gage Staple Tension Top Chord= 0 Ibs Bottom Chord Shear= 0 Ibs _ (1)Ply 7/16"24/16 APA OSB Both Sides Lap 7/16"24/16 APA OSB Across Gap and A. 8 0.131"x 3"Nails Attach Each Truss Chord With B. 6 0.148"x 3"Nails ( A. 0 0.131"x 3"Nails C. 6 0.162"x 3"Nails - ! B. 0 0.148"x 3"Nails D. 11 7/16"x 1.1/2'x 16 Gage Staple C. 0 0.162!,x 3"Nails - - Attach Top Chords to Rails and Rails to Collar tie With A. 0 #8 x 3"Toe-Screws Kneewall Connection Marriage Line Connection Compression= 256 Ibs Tension= 398 Ibs Tension= 130 Ibs Lap 23/32"48/24 APASheathing Across Marriage Line (2' Minimum Width)With One Of the Following Each End Top Chord Attach Chord Block With One Of The Following A. 6 0.131"x 3"Nails Compression Option I-Block B. 5 0.148"x 3"Nails A. 3 0.131"x 3"Nails C. 4 0.162"x 3"Nails B. 3 0.148"x 3"Nails - Strap Across Marriage Line With one Of The Following Each End C- 2 0.162"x 3"Nails Option 1 CS20 Strap with One Of the Following Each End Attach Stud To Rail With(2)0.131"x 3" A. 7 0.131"x 2-1/2"Nails Nails(or Toe-Nails)Minimum B. 6 0.148"x 2-1/2"Nails Attach Rail to Top Chord,Bottom Chord or Block With(2) Option 2 CS16 Strap with One Of the Following Each End 0.131"x 3"Nails(or Toe-Nails)Minimum A. 7 0.148"x 2-1/2"Nails Option 2-No Block B. 6 0.162"x 2-1/2"Nails Attach Stud To Rail With(2)0.131"x 3" Nails(or Toe-Nails)Minimum Attach Rail to Top Chord,Bottom Chord or Block With(2) 0.131"x 3"Nails(or Toe-Nails)Minimum Tension Strap Stud to Top And Bottom Chord With Option 1 CS20 Strap with One Of the Following Each End A. 3 0.131"x 2-1/2"Nails B. 2 0.148"x 2-1/2"Nails Option 2 LTSA18 Strap With Each End A. 2 0.148"2-1/2" Option 3 HBTwist Strap With Each End - A. 1 0.148^1a/2" w BoR/ �O 2 P&9342''� pR�FESS I��� Mar 12, 2024 J Job Truss Truss Type ryPly MA24076 APEX QN-18054-Y R2 ATTIC 1 1 Job Reference(optional) -0-10-0, 4-10-4 7-0-0 9 1-12 14-M 14 10 0 0-10-0' 4-10-4 2-i-12 2-1-12 4-10-4 D 10 0 Scale=1:31.0 5 4 6 3 7 :12 12 14 13 \ 15 1 T1 1 2 4-0-0 8 9 B1 1 0 ' I I L� �J 11 10 4-10-4 + 9-1-12 14-0-0 4-10-4 4-0-8 4-10-4 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (]cc) I/deft L/d TCLL(roof) Plate Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.23 10-11 >703 240 Snow(Pf/Pg) 23.1/30.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.31 10-11 >536 180 BCDL 1 .0 0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 8 n/a nla BCLL .0 BCDL 10.0 Code IRC2018/TP12014 Matrix- LUMBER- BRACING- TOP CHORD 2x4 SPF/SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. T1:2x6 SPFISP Not BOT CHORD Rigid ceiling directly applied or 9-0-0 cc bracing. BOT CHORD 2x10 SPF/SP No2 WEBS 2x4 SPF/SP No2 REACTIONS. (lb/size) 2=489/0-3-8 (min.0-1-8),8=489/0-3-8 (min.0-1-8) Max Horz 2=101(LC 15) Max Uplift2=-184(LC 16),8=-184(LC 16) Max Grav 2=543(LC 22),8=543(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-11=-291N84,7-10=292/184 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb4n) 3=291/184/0/0,4=99/39/49/0,5=62/45/48/0,6=100/38/50/0,7=292/184/0/0,10=292/184/0/0,1 1=2 91 11 84/010 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7A6;Vult=135mph(3-second gust)Vasd=107mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;B=45ft;L=14ft;eave=oft;Cat.II;Exp C;Enclosed;MWFRS(directional)and C-C Exterior(2E)-0-10-0 to 2-2-0,Interior(1)2-2-0 to 6-11-5,Exterior(2R)6-11-5 to 9-11-0, Interior(1)9-11-5 to 14-10-0 zone;cantilever left and right exposed;and vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-16;Pr-20.0 psf(roof LL•Lum DOL=1.15 Plate DOL=1.15);Pg=30.0 psf;Pf=23.1 psf(Lum DOL=1.15 Plate DOL=1.15); Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All additional member connections shall be provided by others for forces as Indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 8.This connection is for uplift only 0 C A r C and does not consider lateral forces. r IVCln. 10)This truss is designed in accordance with the 2018 international Residential Code sections R502.11.1 and R802.10.2 and reference standard ANSI/TPI 1. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Z 089342-� A'��FESS 10�`�� Mar 12, 2024 Job 4:MA24076 Truss ID:R2 Standard Peak Connection Flip Rail Connections Compression= 62 Ibs Tension= 39 Ibs Tension= 4S Ibs Shear= 50 Ibs Shear= 48 Ibs Shear Connection Attach Rail to Top Chord With One of the Following Option i A. 1 0.131"x 3"Nails Attach 2x4 SPF Stud to One Side,Below Ridge,Every B. 1 0.148"x 3"Nails Truss,with One Of The Following in Each End C. 1 0.162"x 3"Nails - A. 1 0.131"x 3"Nails Attach Rail to To Rail with One Of the Following in Each Truss Bay B. 1 0.148"x 3"Nails A. 1 0.131"x 3"Nails C. 1 0.162"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails Option 2 Tension Connections Attach Rail to Top Chord With One of the Following Lap 7/16"24/16 APA OS3 Across Flip Rail and Attach Each Truss Chord With A. 1 0.131"x 3"Nails A. 1 0.131"x 3"Nails B. 1 0.148"x 3"Nails B. 1 0.148"x 3"Nails C. 1 0.162"x 3"Nails C. 1 0.162"x 3"Nails FLIP M RAIL Attach Rail to To Rail with One Of the Following in Each Truss Bay A. 1 0.131"x 3"Nails (i B. 1 0.148"x 3"Nails Heel Connection C. 1 0.162"x 3"Nails Compression= 250 Ibs .<� No Gusset Strap Across Ridge With Simpson CS20 Tension= 250 Ibs ' H25T Strap and One Of the Following Each End i L.TF'4-it ';1 Attach LTP4 and H25T To One S FLIP TO FLIP A. 1 0.148"x 2-1/2"Nails `;\-_._�YV; ,i OR B. 1 0.162"x 2-1/2"Nails r.=j 2 #8 x 3"Toe-Screws Collar Tie Connection -- Compression= 0 lbs Gusset Connection Minimum Gusset Width=12" Tension= 0 Ibs Top Chord Attach Collar Tie to Top Chord with One (i)Ply 7/16"24/16 APA OSS Both Sides Of the Following In Each End Option 1 (1)1/2"Bolt Plus One Of the Following A. 0 0.131"x 3"Nails A. 0 0.131"x 3"Nails B. 0 0.148"x 3"Nails B. 0 0.149"x 3"Nails C. 0 0.162"x 3"Nails - C. 0 0.162"x 3"Nails Alternate Collar Tie Connection D. 0 7/16"x 1-1/2'x 16 Gage Staple Tension Top Chord= 0 Ibs Bottom Chord Shear= 0 Ibs " (1)Ply 7/26"24/16 APA OSB Both Sides Lap 7/16"24/16 APA OSS Across Gap and A. 4 0.131"x 3"Nails Attach Each Truss Chord With B. 3 0.148"x 3"Nails -'- - •t A. 0 0.131"x 3"Nails C. 3 0.162"x 3"Nails P B. 0 0.148"x 3"Nails i c c i i:: D. 5 7/16"x 1-1/2"x 16 Gage Staple C. 0 0.162"x 3"Nails Attach Top Chords to Rails and Rails to Collar tie With A. 0 #8 x 3"Toe-Screws Kneewall Connection Marriage Line Connection Compression= 292 Ibs Tension= 0 Ibs Tension= 184 Ibs Lap 23/32"48/24 APA Sheathing Across Marriage Line-(2' Minimum Width)With One Ofthe Following Each End Top Chord Attach Chord Block With One Of The Following A. 0 0.131"x 3"Nails Compression Option l-Block B. 0 0.148"x3"Nails A. 4 0.131"x 3"Nails C. 0 0,162"x 3"Nails B. 3 0.148"x 3"Nails - Strap Across Marriage Line With one Of The Following Each End C. 3 0.162"x 3"Nails Option 1 CS20 Strap with One Of the Following Each End Attach Stud To Rail With(210.131"x 3" A. 0 0.131"x 2-1/2"Nails Nails(or Toe-Nalls)Minimum B. 0 0.148"x 2.1/2"Nails Attach Rail to Top Chord,Bottom Chord or Block With(2) Option 2 C516 Strap with One Of the Following Each End 0.131"x 3"Nails(or Toe-Nails)Minimum A. 0 0.148"x 2-1/2"Nails Option 2-No Block B. 0 0.162"x 2.1/2"Nails Attach Stud To Rail With(2)0.131"x 3" Nails(or Toe-Nails)Minimum Attach flail to Top Chord,Bottom Chord or Block With(2) 0.131"x 3"Nails(or Toe-Naiis)Minimum Tension Strap Stud to Tap And Bottom Chord With Option 1 CS20 Strap with One Of the Following Each End A. 3 0.131"x 2-1/2"Nails B. 3 0.148"x 2-1/2"Nails Option 2 LTSA18 Strap With Each End A. 3 0.148"2-1/2" Option 3 H8 Twist Strap With Each End OF NF�y A. 2 0.148"1-1/2" I v` W.8p'S'i `O z A 09342' R�FESS 10�`�' Mar 12, 2024 OF NFL A0O9 3 4 2 1\ APEX HOMES OF PA LLC ESS k 7172 ROUTE 522,MIDDLEBURG,PA 17842 Apr 16, 2024 PHONE: 1-800-326-9524 * FAX: 1-570-837-2346 Electrical Load Calculation (Ref Article 220-82 N.E.C.) Date : 4/5/2024 Mfg: Apex Homes of PA LLC By: Ken Dieffenbach Model: QN-18054 2048 Custom 2 Story Air Conditioning(100%) Watts or Volt-Amps Central Electric Space Heating ( x.65)* N/A Less than 4 separately controlled space ( x.65) N/A heating units 4 or more separately controlled space ( x.40) N/A heating units *Use the larger of the air-conditioning load or the diversified demand of the heating load Watts of Circuit Wire Volt-Amps Ampacity Size Other Loads: General Lighting: ( 20 x 58.5= 1,170 x 1 = 1,170 x 3 )= 3.510 15 14/2 w/gr -(Projections) ( 14 x 30= 420 x 1 = 420 x 3)= 1,260 15 14/2w1gr -(Projections) ( 0 x 0= 0 x 1 = 0 x 3)= 0 15 14/2 w/ar -(Projections) ( 0 x 0 = 0 x 1 = O x 4 )= 0 15 14/2 w/ar Small Appliances ( 2 x 1500) 3,000 20 12/2 w/or Laundry (1500 watts) 11500 20 12/2 w/qr Dryer 5.000 30 10/3 w/ci Water Heater 4,500 25 1012 w/gr Range(use nameplate rating) 8X0 40 8/3 w/gr Dishwasher 1.400 20 12/2 w/qr Subtotal: 28,170 First 10 KW of loads @ 100% -10,000 Remainder of loads @ 40% 18,170 x 0.4 7.268 A/C Heating Load Total Calculated Load 17,268 Required Service Size= 17,2681240 72 Amps Installed Panel Size= 200 Amps NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) <Insert authority having jurisdiction Logo here> TO: <Insert the name of the authority having jurisdiction here> OWNER OF PROPERTY: Barry Altman/Amos-Ramano SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 70 Arshamoaue Ave Southold.NY PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ® New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): ® Truss Type Construction (TT) ® Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams(F) ❑ Roof Framing(R) R Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative IR o ad APPROVED AS NOTED 5D�D5 COMPLY WITH ALL CODES OF DA : -10-24 B.P NEW YORK STATE&TOWN CODES A �5•�� BY: REQU AND CONDITIONS OF FEI2 ZM NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: St1M�1D'I'�NNT�JSi�S FOUNDATION-jW0 REQUIRED ILYA= FOR POURED CONCRETE S011iH0 wv ROUGH-FRAMING&PLUMBING IO -12 23 INSULATION FINAL.-CONSTRUCTION MUST Blower door BE COMPLETE FOR C-0: ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW to vequl . YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONS7RUCTIOt+1 ERROF Must pwWde Manuals jU NOT PROCEED WITH D,J and S as per FRAMING 1,114TIL SURVEY Nn Energy Code OF FOUN?ATION-W110N HAS BEEN APPPAW. ELECTRICAL TRUSS PLACARDING REQUIRED INSPECTION REQUIRED rre Separ8tion PLUMBER CERTIFICATION vequi red as per ON LEAD CONTENT BEFORE ffs Coft CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE PLUMBING �4 PkUMBINg WASTE & aTlt'WW.NES 4I:ED Tt=STIN 6ERbRE COVERING i 2020 MMIN YORK SUITE SYSTEM DRAMNS UILDER: BARRY ALTMAN LOCAL WS P ECTM REsGU 11DIIE YV/I ENTS TYPMAL A o o G°3EU V NS DRADI,&NO NOM. SWE o MMM CODES ROJEGT NAME' AMOS-RAMANO 2048 CUSTOM 2 STORY SHEET ♦ D.RhNNG INDEX REV DATE LAYER SHEET N DRAWING INDEX REV DATE LAYER tOJECT ADDRESS: 70 ARSHAMOMAQUE AVE FLOOD ZONE: FEMA FLOOD MAP: THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED IN THE =- • 2020 RESIDENTIAL CODE OF NEW YORK STATE °�-COVER GREET 3/13/24 CV 12 OMIT 10/04/19 1SE O SouTHOLD,NY NO 36103C0158H FACTORY BY THE MANUFACTURER, HAVE NOT BEEN ADD'L= ADDITIONAL Ai-A2 ELEVATIONS 3/13/24 12A OMIT 10/04/19 1SE • 2017 NATIONAL ELECTRICAL CODE Q DDrnoNAL STRUCTURAL CALCULATIONS PROVIDED BY: INSPECTED BY THE THIRD PARTY INSPECTION AGENCY, AND AFF= ABOVE FINISHED FLOOR a3_A FIRST nND SECOND FUR. FLOORPLANS 3/13/24 128 OMIT 10/04/19 ISE • ENERGY COMPLIANCE SHALL BE DEMONSTRATED BY USE OF 4w w y AVID BILLINGSLEY PE, GLENCO ARE NOT CERTIFIED BY THE APPROVAL OF THESE SYSTEMS AF= ARC FAULT A5-A6 FIRSI AND SECOND FUR. ELECTRICALS 3/13/24 12B1 OMIT 10/04/19 ISE RES-CHECK SOFTWARE AND SHALL SHOW COMPLIANCE W �t 01 17 E MAIN ST, MIDDLEBURG,PA 17842 DRAWINGS. CODE COMPLIANCE MUST BE DETERMINED AT AP= ACCESS PANEL A7 LNERAL NOTES 3/13/24 12C OMIT 10/04/19 ISE WITH EITHER THE "ENERGY CONSERVATION CONSTRUCTION g p THE LOCAL LEVEL: BSMT= BASEMENT A8.1-A82 El 4ND SECOND FUR. BRACED WALLS 3/13/24 12D OMIT 10/04/19 ISE ~ j2 CLASSMICATMN BTU= BRITISH THERMAL UNIT A9_ FOUNDATION 3/13/24 12E DORMER DETAILS to/oa/ts 1sE CODE OF NEW YORK STATE-2020" OR CHAPTER 11 OF THE A10 1 Ck[„S SECTIONS 3/13/24 12E.1 DORMER DETAILS 05/16/16 RCNYS. PRINT OUT SHALL SHOW ECCCNYS 2020, OR 1. FOUNDATION DESIGN AND CONSTRUCTION SE GROUP: RESIDENTIAL SINGLE FAMILY CB_= CEILING BEAM # - -- All L'yv AN"i SUPPLY PLUMBING DETAILS 3113124 12F TWO STORY CROSS SECTION 1o/oa/1s ISE RCNYS CHAPTER 11 IN THE TITLE. "1 2. CRAWL SPACE OR BASEMENT ACCESS FROM EXTERIOR. CFM= CUBIC FEET PER MINUTE Al2-Al2.3 1AF,F_R DETAILS 3/13/24 12F.1 OMIT 10/04/19 ISE W F� 3. CONNECTIONS FROM MODULAR UNIT TO THE CLG= CEILING - -" - W w 2 GENERAL NOTES 01/16/20 4PR 12G PORCH OPTIONS 04/13/18 1SE p a Q. CCUPANT LOAD: FOUNDATION. CLG ACC= CEILING ACCESS PANEL 3 lck:'r= 01/16/20 IQ 12H SECTION DETAILS&CONNECTIONS 08 03 I6 ISE LABEL L�OCA 0 MNS O SINGLE FAMILY 4. BASEMENT ELECTRICAL COMPONENTS. OLD= CLOSET 3A Io aT o1/1s/2o z0 i21 SECTION DETAILS&CONNECTIONS 10/31/18 ISE h q 5. FOUNDATION VENTILATION CO= CARBON MONOXIDE DETECTOR 3B O'"II 01/16/20 14 12J SECTION DETAILS&CONNECTIONS os 1s 16 ISE LABEL LOCATIONS: ONSTRUCTION TYPE: VB WOOD FRAMED UNPROTECTED 3c OI+.I1_ 01/16/20 1Q 12K SECTION DETAILS&CONNECTIONS Os 16 16 ISE 6. INSTALLATION OF RIDGE VENT ATTIC VENTILATION CON= CONNECTION - DATA PLATE, THIRD PARTY LABEL & STATE 3D GIAIT 01/16/20 2Q 12L OVERHANG DETAILS 08/20/19 ODEL TYPES: 2-STORY 7. INSTALLATION OF FACTORY SUPPLIED GABLE AND EAVE CPVC= CHLORINATED POLYVINYL CHLORIDE ----- LABEL LOCATED UNDER KITCHEN SINK 3E TWO STORY FLOOR PLANS 01/i6/20 IQ 121_3 ROOF OPTIONS 05 1s 16 ISE . THIRD PARTY IN EACH MODULE LOCATED IN OVERHANGS CSMT= CASEMENT 3F iWO STORY FLOOR PLANS 01/16/20 20 12L.4 OMIT 06 19 15 MULTIPLE SINGLE FAMILY UNITS MAY BE JOINED TOGETHER TO 8. OPTIONAL METAL ROOFING CT= COUNTERTOP 3G OVIT 04/13/18 10 12M OMIT os 1s 15 SECONDARY CLOSET OR OTHER SPECIFIC PLAN FORM A TOWNHOUSE. UNITS REQUIRE ONE OF THE FOLLOWING 9. INSTALLATION OF FACTORY SUPPLIED MATERIALS FOR D= DRYER 3H OIAT 04/13/18 1Q I 12M.1 OMIT os 1s 15 DESIGNATED LOCATION. OPTIONS: (1) 2-HOUR SEPARATION WALL; (2) 1-HOUR PORCH AND DECK FLOOR, POSTS, HEADERS, PORCH DBL= DOUBLE 31 OMIT 04/13/18 iO 12N OMIT 02 05 20 SEPARATION WALLS. CEILING FINISH AND EXTERIOR RAILING DIA= DIAMETER 3J OMIT 10/31/18 iQ 12N.1 OMIT 12 os 20 THIS IS A PORTION OF THE NEW YORK STATE 10. ACCESS TO GRADE FROM EXTERIOR DOORS DW= DISHWASHER 3K OM T_ _ 10/31/18 10 12N.z OMIT oz o5 20 3L GMIT 10/31/18 10 12N.3 OMIT 02 05 zo SYSTEMS PACKAGE WHICH INCLUDES: TORIES ABOVE FOUNDATION: 2 11. GUTTERS, SPLASH BLOCKS, AND DOWNSPOUTS DWV= DRAIN, WASTE, VENT 3M !UOR PLAN OPTIONS 01/16/20 4SE 12N.4 OMIT 02 0s 20 • 2020 RCNYS CALCULATIONS MANUAL EIGHT ABOVE FOUNDATION: VARIES DUE TO GRADE, CEILING HEIGHT 12. ANY CONNECTIONS OR MATERIALS DESIGNATED WITHIN EA= EACH a IYPICAL KITCHEN LAYOUTS 01/16/20 2PR 12N.5 OMIT 02 05 20 • 2020 RCNYS SYSTEM DRAWINGS THIS PLAN SET AS FOLLOWS: EGR= EGRESS 4A TYPICAL BATH LAYOUTS 01/16/20 1PR 12N.6 OMIT 02 o5 20 0 QUALITY ASSURANCE MANULAL AND ROOF PITCH, BUT NOT GREATER 12.1. * - SITE PROVIDED AND INSTALLED CONNECTION ELEC= ELECTRIC 5 TYPICA'_FOUNDATION PLAN 01/16/20 FD 12N.7 OMIT oz o5 20 • INSTALLATION MANUAL THAN 25' MEAN ROOF HEIGHT ** 5A lYP'C,,,� FOUNDATION PLAN(SINGLE WIDE) 01/16/20 FD 12N.8 OMIT 02 05 20 12.2. - FACTORY SUPPLIED CONNECTOR REQUIRING EXT= EXTERIOR - THIS DOCUMENT AND FIELD INSTALLATION F- FAHRENHEIT 5B F)JNDDATION OPTIONS 04/13/18 FD 12N.9 OMIT 02 05 20 THE SUBJECT MATTER DCATION ON LOT: A HOUSE SPECIFIC SITE PLAN SHALL - sC FCJNDATION DETAILS 04/13/18 FDB 12N.i0 OMIT 02 05 20 CONTAINED HEREIN IS BE PROVIDED WITH EACH INDIVIDUAL 13. FLOOR INSULATION FB_= FLOOR BEAM # SD.S fOUhOATION NOTES 04/13/18 BE 120 OMIT 02 05 20 PROPRIETARY AND MAY PERMIT SET 14. HEATING SYSTEM OTHER THAN FACTORY INSTALLED FG_= FLOOR GIRDER # 6 oW 01/22/20 1EV 120.1 OMIT os is 1s NOT BE REPRODUCED ELECTRIC BASEBOARD OR HOT WATER BASEBOARD FLR= FLOOR 6A ChT 01/22/20 2EV 120.2 OMIT 061915 DCMIN CIMTEMA HEAT. FRMG= FRAMING 6B OM- -- 01/22/20 1EV 12P TYPICAL FRAMING DETAILS 05 16/16 ISE PERMISSION OF"APEX 15. ELECTRICAL SERVICE FT= FOOT OR FEET 6C OI' 01/22/20 2EV 12P 1 MULTi-PLY LVL INTERCONNECTION 10/04/19 _ HOMES OF PA,LLC" 6D w-6 STONY FLEVARONS 01/22/20 1EV 120.1 TYPICAL PORCH DETAILS 02/05/20 NOW LOAD: 30 PG - 32 FT (SEE NOTE BELOW) 16. INSTALLATION OF FACTORY PROVIDED PADDLE FANS GA= GAUGE ---f 6E r'�PL.., fW0 STORY ELEVAAONS 01/22/20 2FV 120.2 TYPICAL PORCH DETAILS 01/30/20 AND SOME INTERIOR LIGHTS. GFI= GROUND FAULT INTERRUPTER 6F.3 d,rJN NOTES - 10/04/19 1203 TYPICAL DECK/PORCH DETAILS-- 01/30/20 OOF LIVE LOAD: 17. EXTERIOR LIGHT FIXTURE INSTALLATION. GYP= GYPSUM 6c rN OPTIONS 04/13/18 12R.1 TYPICAL DECK DETAILS 01/30/20 DR BUILDINGS LOCATED IN REGIONS WITH GROUND SNOW LOADS 18. SMOKE DETECTORS TEST HB_= HIP BEAM # 6H aLu1AINUM sllwc DETAILS 10/1o/1s 12S.1 PORCH FLCOR &DECK CONNECTION CHARTS 62/07/20 0 PSF OR LESS, DESIGNS SHALL BE IN ACCORDANCE WITH 19. HOOKUPS FOR FACTORY INSTALLED TV AND PHONE HDR= HEADER 61 Sh'NG DETAILS 08/03/8 ISE 12s.IA PORCH FLOOR &DECK CONNECTION CHARTS ! 02/07/20 HAPTERS 5, 6, & 8. BULIDINGS IN REGIONS WITH GROUND SNOW Ls„I DETAILS- 08/03/18 ISE 12T.1 TIPe:n, WALL CORNEk FRAMIN' DETAILS 02 07 20 BOXES. HDWR= HARDWARE �r--• _--01__ HT= HEIGHT 6J _'_'• 13 YPICA,STAIR DETAILS 04/1),93 GREATER THAN 80 PSF SHALL BE DESIGNED IN 20. COMPLETION OF THE NY ENERGY CERTIFICATE (SEE - - - -- --- - -----r- F (I IFFR NI( p TNT= INTERIOR 14.4 INSULATGN SCHFDLIIE -1 10/29/15 JRDANCE WITH ACCEPTED ENC!I\ _ L,r, PRACTICE AND ARE __. ! Cl� INDIVIDUAL PLAN SUBMITTAL FOR ENERGY CODE sK aA1 ALTERNATE INSULATION DETAILS _ 07/o1/1e 1CLUDED IN THE DESIGN SCOPE OF THE 2020 RCNYS CALCULATIONS FOR ADDITIONAL ITEMS TO BE JB OR JBOX = JUNCTION BOX 6KO1_ _..7`__- _ - - toe ROOF INSULATION& vENnLAnoN DETAILS -- 07P;1/16 z +1P., '.1RD AIJD 0 TIEN "IDIN-DETAILS _ 08 03 18 14C SAMPLE RESCHECKS D8/27/18 ALCULATIONS MANUAL SUBMITTED AS PART OF THIS A LBS= POUNDS sL _ .. / / INSPECTED ON-SITE) ------ >'- -► LIN= LINEN 7 OMI' _ 01/22/20 IE 14C.1 SAMPLE RESCHECKS 01/30/20 �- 21. ON-SITE TRUSS CONNECTIONS A oMT 01/22/20 2E 15 DOOR &WINDOW SCHEDULE oz 07 20 SCH THIRD PARTY APPROVAL_ AGENCY: < DJUSTED GROUND SNOW LOAD: 22. UNFINISHED CAPE AREAS. LOC'N= LOCATION' _ 76 OMI,I ------ - -�,-- o i?:' hJ L 15.1 DOOR &WINDOW SCHEDULE 04/13/18 ?f S CCRPORATiON - ROUND SNOW LOADS SHALL BE ADJUSTED FOR ELEVATION BASED 23. PIPING EXPOSED TO UNCONDITIONED SPACES. LVL= LAMINATED VENEER LUMBER -_7CC ON11T 01/22/20 � E 16 1 OMMII _ oa 2a 20 421 CENTRAL RD SUITE #2 w C21 IN ,' PSF PER 100 FT ELEVATION ABOVE 1,000 FT ASL• 24. PLUMBING CONNECTIONS TO FIXTURES FROM MAIN MAT'L= MATERIAL' 7T Otil!' 01/22/20 2E 1s.i OMIT 04 1a 16 BLOOMSBURG, PA 17815 C/) DRAIN AND SUPPLY LINES. MAX.= MAXIMUM _ 7F rrPII FlL -u, STORY ELECTRICAL PLANS 01/22/20 1E 17 OMIT 10/31/18 Phi. 570-784-8396 OOF DEAD LOAD: 10 PSF 25. VENT EXTENSIONS THROUGH ROOF. MIN.= MINIMUM 7F rr II,nL TNo sr-DRY ELECTRICAL PLANS 01/22/20 2E 17A OMIT - 01/30/20 FAX 570-784-5961 W EILING LIVE LOAD: 10 PSF - 20 PSF 26. BATH AND DRYER EXHAUST DUCT THROUGH CEILING ML= MICRO LAM BEAM �c.I ELEcT;Iei INFO AND DETAILS oa/I3/1a 3E 17B OMIT 01/30/20 rr TO EXTERIOR. MPH= MILES PER HOUR 7H.2 ELE "'Ca'. NOTES o2/1o/zo tE nc OMIT 01/30/20 � U_ of B OMIT STATE APPROVAL: O co w EILIfdG DEAD LOAD: 10 PSF __ 10/31/18 1H 17D OMIT 01/30/20 o 27. FIREPLACE, WOOD STOVE AND CHIMNEY INSTALLATION. M/W= MICROWAVE' a: OYiI _ 10/31/1a 11H 17E OMIT 01/30/20 cn _OOR LIVE LOAD: 40 PSF - NON SLEEPING AREAS 28. APPLIANCE INSTALLATIONS WHICH MAY INCLUDE BUT NY= NEW YORK 8B oMIrO 10/31/18 T7EJ OMIT OS 03 18 D m 30 PSF - SLEEPING AREAS ARE NOT LIMITED TO: O.C.= ON CENTER 8C owTT-- 10/31/18 T7F.1 OMIT os o3 18 10/31/18 18 FASTENING SCHCDULE 10/24/1728.1. RANGE OPT.= OPTIONAL a1 OMIT O _OOR DEAD LOAD: 10 PSF 10/31/18 18A FASTENING SCHEDULE 02/20/20 v m 28.2. REFRIGERATOR OSB= ORIENTED STRAND BOARD aE omnT 1 28.3. WASHER AND DRYER PAN.- PANTRY8F o"411 10/31/18 189 ALTERNATE INTERIOR GYPSUM FASTENING 02/20/20 m J O IND SPEED; 135 VUt - 8G OMIT 10/31/18 1H 188.1 ALTERNATE INTERIOR GYPSUM FASTENING 08/20/19 w 28.4. WATER HEATER PE= PHOTO ELECTRIC 9 0!lT 02/06/20 1HW 18B.2 ALTERNATE INTERIOR GYPSUM FASTENING 10/04/19 CYJ LOCAL WEATHER DATA SHALL BE PROVIDED IN INDIVIDUAL PERMIT SpG°3NKLER REOJpREMENTS PLF= POUNDS PER LINEAR FOOT 9A -OMIT 02/06,/20 1HW 18c.1 EXTERIOR FASTENING SCHEDULE 05/15/15 _ SETS FOR UNITS LOCATED IN SPECIAL WIND REGIONS PLYWD= PLYWOOD 98 0"'' 02/06/20 iHw 19 OMIT 02/10/20 4PR SECTION R313 - AN AUTOMATIC RESIDENTIAL FIRE PROVIDED sc OMIT 02/06/20 IHw 19A OMIT 02/10/20 4PR PROV'D= w 'IND EXPOSURE: C SPRINKLER SYSTEM DESIGNED PER P2904 OR NFPA 13D PSF= 9D 10M,1 02/06/20 iHw 19B OMIT 02/10/20 4PR POUNDS PER SQUARE FOOT 9E ormT Oz o SHALL BE PROVIDED EITHER IN FACTORY OR ON-SITE FOR /s/2o iHw 19c Two sroaY PRESCRIPTIVE BRACED WALL PLAN 02/10/20 4PR N � PECIAL WIND REGIONS: PSI= POUNDS PER SQUARE INCH 9F TtiI T 02/06/20 IHw 19D.4 BRACED WALL NOTES 0z/10/2o 4PR ALL 1 AND 2 FAMILY DWELLINGS AND TOWNHOUSES WHEN 'IND SPEEDS FOR HOMES LOCATED IN SPECIAL WIND REGIONS SHALL HOME HAS A HEIGHT OF: PVC= POLYVINYL CHLORIDE 9C OMIT" 02/06/20 HAW 19E SPECIAL BRACED WALL FASTENING 01/30/20 4PR o w z E VERIFIED WITH THE LOCAL CODE OFFICIAL QTY= QUANTITY 10 OMIT 01/30/20 3H 19F.1 ROOF To BRACED WALL ATTACHMENT 01/30/20 w 1. THREE STORIES ABOVE GRADE PLANE - v a 2. TWO STORIES ABOVE GRADE PLANE AND A RB_= RIDGE BEAM # IOA (OMIT - 01/30/20 3H 19G.1 WIND-BORNE DEBRIS PROTECTION 10 zs 15 o _ _ _ ALL BRACING: REVISED OR REVISION 10B (OMIT 01/30/20 3H 19H.3 ALTERNATE BRACED WALL METHODS 10 27 16 � Q � HABITABLE ATTIC REV.= 1oc TYPIrAL TWO STORY HVAC LAYOUT 01/30/20 3H 191.IA ALTERNATE BRACED WALL METHODS 01/30/20 RESCRIPTIVE WALL BRACING IS LIMITED TO WIND SPEEDS OF LESS 3. TWO STORIES ON AN OUT OF GRADE FOUNDATION REQ.= REQUIRED 00 lvac SECTIONS AND DETAILS to/3I/1a 3H i9LiB BRACED WALL HOLD DOWN REQUIREMENTS Os 1s 15 HAN 140 MPH ULTIMATE DESIGN WIND SPEED IN ACCORDANCE WITH -__ o WHERE THE FIRST STORY FINISHED FLOOR IS 6' RM= ROOM IOE HHVAC ISOMETRIC&NOTES 01/30/20 3H D ABLE R602.10.3(1). DESIGNS FOR WIND SPEEDS OF LESS THAN 140 RO= ROUGH OPENING 1OF �TYPI-k HEAT LOSS CALCULATIONS 08/20/19 3H � O PH EXPOSURE D SHALL BE SUBMITTED ON AN INDIVIDUAL MODEL OR MORE ABOVE GRADE PLANE. - EXCEPTION: WHERE AN OPEN FOUNDATION IS DESIGNED IN SAN= SANITARY 10F.1 IYPIraI HEAT Loss cALcuLArloNs 08/20/19 3H II Q PPROVAL BASIS. WALL LINES THAT DO NOT MEET PRESCRIPTIVE SD= SMOKE DETECTOR 10G 'YFI�AL HEAT LOSS CALCULATIONS 08/20/19 3H 00 o FLOOD HAZARD AREAS, THE OPEN FOUNDATION SHALL IOH T2cA HEAT Loss CALCULATIONS oa/zo/1s 3H w RACED WALL REQUIREMENTS SHALL BE DESIGNED IN ACCORDANCE NOT BE CONSIDERED A STORY SO LONG AS THAT AREA IS SECT= SECTION 01 m,ISCEL�AHEAT MECHANICAL NOTES 02 os zo 3H ~ 'ITH ACCEPTED ENGINEERING PRACTICE. NOT USED FOR STORAGE OF COMBUSTIBLE MATERIALS. S.F.= SQUARE FOOT / FEET 10J AIG'ELL_ANEous MECHANICAL DETAILS 08/20/19 3H Wamin It is a violation of the NYS Education Law o � m o �p n p SGL= SINGLE - / / g V - REQUIRED COMPLIANCE SIGN 8ENERAL� MOTES 11 0MI1 12 14 16 iPU Article 145 for any person,unless he is acting under 3 w SHGC= SOLAR HEAT GAIN COEFFICIENT 11A (C 11 ___ 02/06/20 iPL the direction of a licensed Professional En ineer,to > alter this item in an < FR ON-SITE BY THE BUILDER 1. ALL CODE SECTION REFERENCES LISTED IN THIS PLAN SET SHTG= SHEATHING 11B SL- SHIP LOOSE 11c cn+' iOMI 10/10/19 1Pu g � wa . REFERENCE THE RESIDENTIAL CODE OF NYS UNLESS INDICATED ' l r Oz/os/zo IPL OTHERWISE. / 11D aICAI_TWO STORY DWV PLUMBING SCHEMATIC 2/14/16 iPU SPF= SPRUCE PINE FIR - ='--- FILE: EISMIC DESIGN CATEGORY: 2. FOR INFORMATION NOT SHOWN OR SPECIFIED IN THIS SET OF IIE TYPICA,-TWO STORY SUPPLY PLUMBING SCHEMATIC 02/06/20 1PL RYAN W BORING PE DRAWINGS, PLEASE REFER TO THE QUALITY ASSURANCE MANUAL. SUPP= SUPPLY 11F+LAMBING DETAILS 02/06/z0 IPu ---"- PO BOX 2941 ELKA 4 w . B B - 0.167g < SDs < 0.33g 3. THESE DRAWINGS ARE THE PROPERTY OF THE MANUFACTURER SYP= SOUTHERN YELLOW PINE nc IPWIviBINc DETAILS os 1s 15 IPL AND SHALL NOT BE REPRODUCED OR COPIED WITHOUT TEMP= TEMPERATURE 01/30/20 PI TOTAL SHEETS INCLUDED 159 574-575-4872 �Q` �Q. �/ O SQ.FT.: AUTHORIZATION. T&G= TONGUE & GROOVE ENERGY TESTING AGENCY: EXPEDIANT ENVIRONMENTAL SOLUTIONS LLC STATE: RESCRIPTIVE WALL BRACING DESIGNS FOR SEISMIC DESIGN 4. THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR �IF olG p o 3657 ALBANY POST ROAD ATEGORY REGIONS Do SHALL BE SUBMITTED ON AN INDIVIDUAL DIMENSIONAL REFERENCE. ALL DIMENSION LINES AND NOTES TRTD= TREATED �u !`�� ���u ��� uv�u POUGHKEEPSIE,NY 12601 845-229-1437 A07�4, k TYPE: ODEL APPROVAL BASIS. SUPERSEDE ANY SUCH REFERENCE. N71 F CO 5. ALL NOTES WITH REFERENCE TO "IN FIELD", "ON SITE", OR "BY TYP= TYPICAL I ( Q uVuPLEMDU ITE CLASS: D BUILDER" ARE PERTAINING TO THE RESPONSIBILITIES OF THE IN= WASHER I r �'LI GENERAL CONTRACTOR. W.I.C.= WALK IN CLOSET ALL. MATFRIWL , FOR THE FOUNDATION, INCLUDING SUPPORT COLUMNS AND CONNECTIONS, FIRE PROTECTION SYSTEM (CO LIMATE ZONES: 4 6. BLOWER DOOR TESTING SHALL BE COMPLETED BY AN APPROVED W/= WITH DETE(;TORS,/';MOKE DETECTORS ETC.) (IDENTIFIED ON PLAN), ON-SITE TILE, INSULATION AND AIR SEALING OF CEILING ACCESS PANELS, EI AWING: LOOD AREAS: 3RD PARTY ON SITE AFTER THE COMPLETION OF THE MODULE W/D= WASHER/DRYER EXTENSIONS OF VENTS THROUGH THE ROOF, FIELD INSTALLED HANDRAILS, ON-SITE ROOF CONNECTIONS LISTED ON PAGE A1.13-A1.14 OF ` r✓ DIVER ASE FLOOD ELEVATIONS FOR HOMES LOCATED IN FLOOD AREAS SET IN ACCORDANCE WITH ASTM E 779 OR ASTM 3 1827 IN WP= WATERPROOF PERMIT SET*, P)DENT PROOFING, COMPLETION OF SHINGLES ON ROOF AFTER ROOF IS RAISED, GUTTERS AND DOWN SPOUTS, RIDGE VENT 89 3 4 2 ' COMPLIANCE WITH N1102.4.1.2. A WRITTEN REPORT OF THE COMPLETION, CABLE END SIDING, SOFFIT INSTALLATION, INTERCONNECTION OF MODULAR UNITS TO EACH OTHER AND THE O.S. 1ST FLOOR, ET HALL BE DETERMINED USING FEMA FLOOD MAPS AND SHALL A TESTING RESULTS SHALL BE PROVIDED TO THE LOCAL CODE INTERCONNE(."!CPJ OF WIRES, ALL SUPPLIES AND DRAINS BELOW THE FLOOR JOISTS, INSTALLATION OF ALL GAS LINES, ELECTRICAL PANEL p��cESS 1 'ERIFIED BY ELEVATION CERTIFICATES OR VERIFIED BY THE LOCAL / O SHEET: OFFICIAL. A COPY OF THE TEST RESULTS SHALL ALSO BE DISCONNECT QND SERVICE ENTRY WIRE, ON-SITE APPLIANCES, INSTALLATION OF FLOOR INSULATION, AIR LEAKAGE TESTING, INSULATED ODE OFFICIAL. MODULAR CONSTRUCTION FIRST FLOOR HEIGHT SHALL PROVIDED TO THE MODULAR MANUFACTURER FOR THEIR FILE. SEE FLEX DUCT FROM BATHROOM FANS DIRECTLY TO THE EXTERIOR, PORCH ROOF, FURNACE/AIR HANDLER AND DUCTWORK, PORCH E NOTED TO BE A MIN OF 2' ABOVE THE FLOOD LEVEL. PG 2 NOTE #45 FOR ADDITIONAL INFORMATION. SLAB,'POST'r, i)ECKS AND WATER HEATER AND INSTALLATION, FOUNDATION INSULATION. ArrAL16, 2024 I WI i THESE PLANS HAVE BEEN E%7RACTE➢ FROM APPROVEDI Q N — 18 0 5 4 / J N — 8 3 8 5 0 / N Y z BUILDtNG NYs H7s FILED WITH THE srArE. NY CERTIFICATION FOR MODULARS : Lo L--------------------� YES X NO THE FOLLOWING ELEMENTS OF CERTIFICATION ~ v REQUIRED BY THE MANUFACTURER TO EXCLUDE EPOCH HOME ARE AS FOLLOWS E Q Ln 1) DESIGNATED ONLY FOR ERECTION ON A SITE-BWILT PERMANENT FOUNDATION \\ CD )NOT DESIGNED TO BE MOVED ONCE INSTALLED. / W CD 3)DESIGNED AND MANUFACTURED TO COMPLY WITHI NATIONALLY RECOGNIZED MODEL /� W BUILDING CODE OR EQUIVALENT TO BUILDING CIODES FOR ON-SITE HOUSING, v J ti Q OR WITH MINIMUM PROPERTY STANDARDS ADAPTEED BY THE SECRETARY PURSUANT I CL TO TITLE II OF THE NATIONAL HOUSING ACT, A1ND Li THE MANUFACTURER'S KNOWLEDGE IS NOT It,VTENDED TO BE USED OTHER THAN ON A SITE-BUILT PERMANENT FOUNDATION. Q � W 0 � � (])•8�3•WOOD SCREUI9 TNRI RAIL TO UP TO OVERHANG®LOCK BEE CALCS MANUAL I6' �/ J TAB F Q MIN 2.4 RAIL 2.BLOCKING•IV O.G. - —— n/ FINISHED CEILING I� (2)0131Y3-GALVANIZED NAILS - •"" THRU SJB-PASCIA TO BLOCK !71-ft,WOOD SCREWS THRU RAIL TO (])bx3•UbM 80ffnl9 THR) EACH INTERSECTING OR PE STUD RIMETEIR. • `-'— RAIL TO OVERHANG ML, P r J � \ V 16 LL m \ in TYPICAL OVERHANG CONNECTION DETAIL F� EGRESS N O H2g2 \ L SCREWS MAY NOT M5 INSTALLED Ol +fi INTO END-GRAIN 2-OVERMAN(BLOCK SPACING IDr� SHOULD NOT CE LESS THAN WALL STUDS 1 (U w Iq N FINISHED CEILING Q (U w =D Q D D LLJ z > FINISHED FLOOR Q Q u O FINISHED GRADE FRONT ELEVATION _ 0 XW❑MIT SIDING)K)K N Q (/7 � LI_ -- > CD N a- � O y —_ - oM le _ Q� Icl) 7 —. > q by U U Y I I I I I FINISHED CEILING � Q Q - - ® m W cv oj oj -.t- � Ln I I I q � c In of TFIll LLLill (U FINISHE➢ FLOOR J Crz�j Z \Q\ V H E3 FINISHED CEILING W � Fm pF NF Is .�� w eo � " �� v FINISHED FLOOR_ ZD :-, FINISHED GRAD[ � Q REAR ELEVAT10N �� 4`I o )K)K❑MIT SIDINGmw 'TO THE HEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT ]7 IS A VIOLATION OF ARTICLE l45 OF THE NEW YORK STATE 9 3 4 2 y 1.THIS FACTORY MANUFACTURED HOME fFMM PLAN HAS BEEN DERIVED FPOM EDUCATION LAW FOR ANY PERSON.UNLESS ACTING UNDER THE /� �1 A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER RO�/�/�/� 1 O O (�,O NO.M116B-2022-075,MANUFACTURER'S NO.M1166,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN MODIFIED IN ANY MANNER, OR INTENT,IF A➢RAVING BEARING THE SEAL OF AN ENGINEER IS NOTE: ACTUAL H❑USE MAY VARY FROM ELEVATION ALTERED,THE ALTERING ENGINEER SHALL AL HIS SEAL T 2.THE ENERGY PORTION OF FMM PLAN NAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED BY'FOLLOWED BY 5 OF NEW YORN STATE ENERGY CONSERVATION WITH THE CODE DESCRIPTION HIS RE,THE DATE 13F OF THE ALTERATION. ALTERATION,AND A SPECIFIC ��� 6, 2 0 24 (ENERGY CODE)AND IS IN FULL COMPLIANCE VITH THE ENERGY CODE � 1 i TH E SE PLAN S HAV E BEEN EXTR ACTE D F RO M APPR CVE DI Q N- 18 0 5 4 / J N- 8 3 8 5 0/N Y LUILDING SYSTEMS FILE➢ W[TH THE STATE. � n Ln v r^ Lo 12 v l O co 12 7' Q W FINISHED CEILING ~ W W w U � 0 N EGRESS W FINHED FLDGR IS FINISHED CEILING z �j EM q 44 Q ;D W F- -FINISHED FLOOR D FINISHED GRADE RIGHT SIDE ELEVATION Q c o CL � N � o -J qtn � :D 0 LL- -. CD - -- N CL 12 q � o -- ' M FINISHED CEILING u u CJ Q I I I I I Q Q o q m In N Cu LLLU in I I I -N FINISHED FLOOR- Q RJ N FINISHED CEILING J r I > III II IIIII II II, W W ,II II IIIII II III [r � HIII II IIIII II III co III I I, I III •� Lio� W III II Y IIIII II III Q III II IIIII II II, ,I I I I ill,ICI I I I I, ,II II IIIII II II, I I1 I I I O N�� O ZD Z, W Bo 111 II II111 II III FINISHED GRADE n z LEFT SIDE ELEVATION „� *Y� o Q C, )KGMIT SIDING)K)K w w�� 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION DF ARTICLE 145 OF THE NEW YORK STATE O8 9 3 4 2 �• v IN1.THIS FACTORY MANUFACTURED HOME('MH)PLAN HAS BEEN DERIVED FROM EDUCATION LA V FOR ANY PERSON,UNLESS ACTING UNDER THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER /Tp��A A NO MII66-2022-075,MANUFACTURER'S NO.M1168,WHICH HAS NOT BEEN THE DRAWINGS IN ANY VAR TO CHANGE THE STRUCTURAL DESIGN 1 v``v MODIFIED IN ANY MANNER. OR INTENT,IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING HISS SIGNATURE DESCRIPTION OF, pr THE ALTERATION A1 ITHETH ADATEAOFD SUCH ALE ERA TIION,AN➢LAWS SPECIFIC �^ 1 6{/''1� ED BY 5 OF NEW YDRK STATE ENERGY CONSERVATION CONSTRUCTION CODE , , 2 0 2 4 (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY LODE 1 A 2 I i THESE PLANS HAVE BEEN EXTRACTED FRUM APPROVE, Q N - 18 0 5 4 / J N - 8 3 8 5 0 / N YLo LUILDING SYSTEMS FILED WITH THE STATE ANEW YURK CODES -----------------1 — — — — — — — — — — — L� I2020 NEW YORK STATE RESIDENTIAL CODE (2015 IRC BASE CODER IX IMP❑RTANT NOTE I ® R-13 INSULATION INSTALLED IN BASEMENT STAIR WALLS Q Q Ln '2017 NATIONAL ELECTRIC CODE ALL FLOOR COVERINGS (EXCEPT TILE AREAS) TO BE CD 2020 NEW YCRK STATE ENERGY CODE ---------J L-------------- [R- 33 INSULATION INSTALLED IN UNDERSIDE OF STAIRS _ PROVIDED BY BUILDER, THEREFORE IT IS THE BUILDERS I _ _ _ _ _ _ _ _ _ a W -H rl N o v�T M A RESPONSIBILITY TO IDENTIFY ANY REQUIREMENTS TO APEX ALL EXL LOAD BEARING HDR'S� WITH SPAN OF I HOMES FOR RAISING DOORS, CABINETS, ETC. PRI❑R TO 5'-3' OR LESS WILL BE (3) 2x6 SPF k2 ALL OTHERS WILL A S2x6 SE➢. ALL REQUIRED JACK L CONSTRUCTI❑N.— — — El TUDS SHOWN ARE SPF #2. J (3) I 1/2'x5 1/2' M.L. TOP PLATES ALL M/W HDR'S. WITH SPAN OF 5'-3' OR LESS 14'-0" UNIT 'C' WILL BE (4) 2x6 SPF #2 ALL OTHERS WILL BE SPECIFIED, 2'-8' B'-8' E- '-B I/ 7/16' SHEATHING z V J `-i Q 0 U i�L r) rn ti w w I­_ I r^ C)Q _J V J plll ED m "5J "III f UIII � fCQ N 1 4'1 � Q "I I OPEN TO v I I } ABOVE- \ (U LMNG ROOM N z ''' 2 C) m Q �r�^ W Pq CL FWG12080-4 I I m N q M R.O. ONLY I I I I M � q V �+ 141 3/4'x96.1 11 N L. (�I N r 329.33 SOFT. 26.35 LIGHT REO'D. J I 11511 LIGHT PROV'D III AREA INCLUDES IVINGENTP RD ANN➢DINING ROOM I I I W I- II J Q D N N W Z z N N CU (] W = N ® DINING ROOM CU Q J v o CL ® 0 = N 3'DRAIN 6 2-3/4'SUPP Q Ln FROM 2nd STDRY O I-" 0 ti m 2 3 0 = _ LL_ 7/16' SHEATHING m 2x6 �Lj/� =D r N Fl• N l// ' 3'-8 1/2' 9'-8' IS'-7 1/2" 28'-li" -------12'-10 1/n- e o V0 2x10 I --- -_- (� x ,i N 0 1/2' THROUGH ® 2x8 SPF #2 GLAZED ® CZ SAFE YJN'(3) 2x8 SPF #2 OMIT 3' 10' SECT a '^ N Q CD BOLTS STAGGERED --- AT 4'-0' O.C. CLG 6 WALL GYP (2> 2x6 3'-6" 17-9 1/4' 16'-4 1/4' SPF #2 N CTR2010 `0 °° R.D. 24 5/8' (LI • 3'DRAIN 6 L--------� -�- ---- - v [2-3/4'SU T, o x12 1/2' ❑I 1 FROM 2nd STORY (>� 1 W C7 07 �y 03 3' RADON VENT w D, 3 N .~. 3'DRAIN 6 Z 2-3/4'SUPP. Ql FROM 2nd STORY 2x6 m 1 a U l� q I I I I I 00 BEDROOM#1 N c N N (U 9 VENT SOFT. OMIT 0' w Y / 19.17 LIGHT RED'➢. / FIXTURE I❑ � 969 VENT PEEN' iu a w� 2x10 1 '. 52,60 LIGHT PR I V'D. KITCHEN � v 27A2 VENT PRCV'D, BATH#S � • m 1ST FLR OF A 2-STORY ------ ------------------- --------- , ~ m ---- ---------- ------ c a BO 0i FLUSH CEILING BEAM O OMIT WALL SECT j,.) M ¢ v yc� O C� 2 BEDROOM k] rJ,_c�• (2) 2x4 CLG 4 WALL GYP 9'-9' _ (2) 2x8 (3) 2x4 SPF #2 B.�va F„4 In 1-1 I I I II SPF #2 OMIT 3'-10' SECT _ OMIT 3'-10' SEICT 2) 2x4 ---� ¢ o CLG & WALL GYP SPF #2 CLG & WALL GYP SPF k2 PLUMB FOR �b N • 5'-9' (2:) 2x4 ICENAKER B15 2B30l1 '0(� (2) 2x4 —/ V V4 ED V4 N i SPF #2 W3624 W12 HtnuF I b 9 G2bAZ SPF #2 g x - 3'-0' 3'-0' 6'-3' I I +� J Q ❑ u ,I 2'DRAIN 6 Z N ❑N ------- N N 2-3/4'SUPP, 1� rZ-i � � R --� STUBBED TO ATTIC E� ® CENTRAL IT) NTRAI 'WASHER PAN DRAIN R N 1 ON-SITE TUB VAC SUPPLY VAC SUPPLY LAUNDRY N a- BUILDER TO BATH#1 A I � CU W.I.C. VERIFY RIFOF 9'-5 112' 3'-0' /1 9 3 4 2 ' ` �/ � Q I I TUB FOR OMIT FIXTURE F 1 1/2, FI' L ID ROUGHROUGH PLUMBNG ONLY C 1 O� PLUMBING r -T -, H24 DS 36 B30 B21 cJJZ 1/4"—_1 LOCATION I 'f6' 1' I ♦ '-1' 3'-3'3,_7, , H W 930 W2430 W2130 Apr 16, 2024 BATH#1 36' 6 68' AFF - -- ' • Q 38-7 1/2' 48'-6' IN III III B'-6 1,B• � '�I IIIII TW2421D k6} I� wIN ZD CTR2010 to "' IN Co 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 4III o III 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVE➢FROM EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION OF A LICENSE➢PROFESSIONAL ENGINEER,TO ALTER III III II O NO.M1168-2022-075,MANUFACTURER'S NO,M1168,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN MODIFIED IN ANY MANNER, OR INTENT.IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED BY'FOLLOWED BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC KITCHEN (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION NOTES: 5, 9'-0" 1ST FLOOR CEILING HEIGHT 10, CEILING BEAM @ KITCHEN/DINING ROOM (UNIT B) 6, CLG BEAM @ KITCHEN TO BE (4) 1 1/2"x9 1/4" M,L, (2 PER UNIT) TO BE (1) 1 1/2"x18" M,L, (u) 2, HEAT SYSTEM ❑N-SITE BY OTHERS 7, CLG BEAM @ BEDROOM #1 TO BE (4) 1 1/2"x18" M,L, (2 PER UNIT) 3, ANDERSEN 400 SERIES - FINELIGHT 8, CLG BEAM @ FOYER TO BE (4) 2x10 SPF #2 ❑VEIR (4) 2x10 SPF- #2 (2 PER UNIT) 4, 1ST FLOOR SQUARE FOOTAGE = 1420 SQ/FT 9, CLG BEAM @ KITCHEN/DINING ROOM (UNIT C) TO BE (2) 2x10 SPF #2 A3 I i THESE PLANS HAVE BEEN EXTRACTE➢ FROM APPROVEDI Q N - 18 0 5 4 / J N - 8 3 8 5 0 / N Y LUILDING SYSTEMS FILED WITH THE STATE J z 1,D Q o GLENCO SYSTEM CALC'S J ALL EXT, LOAD BEARING HDR'S WITH SPAN OF 6-8' OR CD O co LESS WILL BE (3) 2x6 SPF #2 ALL OTHERS WILL / W BE SPECIFIED, ALL REQUIRED JACK STUDS SHOWN ARE 2x6 SPF #2. ALL M/W HDR'S: WITH SPAN OF 8'-1' OR LESS (3) 1 1/2'x5 1/2' M.L, BOTTOM PLATES l � WILL BE 0) 2x6 SPF #2 ALL OTHERS WILL 14-0' UNIT 'F' BE SPECIFIED. 2-8' 8'-8' 2-8' LL- DHP2652 DHP2852 R.O. 34 5/8'x64 3/8 R.O. 34 5/8 64 3/8 (U / ^ CL m 12'-8 1/2' m z v l _ M Q Id v N V) (2) 1.5'X9.25" M.L, WITH (2) :` io m 2X6 SPF #2 SUPPORTS AND N (� ma CS20 STRAP WITH (4) < Q 0.131'X2,5' NAILS EACH END, H- ca ------_—_ --- o a F L� c H __- J I ,O 't z o (�J w C] _I ( `OPEN TO of BELOW—) ti z � � o m a- Q 21 1/2 18 21 t/2 IB IB 2!11/2 LLJ I 6-1 1/2' L1_ I— ® ® o ------ L z z FIBERROCK��D I I <1 Q Q TO CEILING I I Q J (� OL N N O By oTxcxs�(\�I�� I IN T ^J m SAFET U• ¢1 I'\-' , =L J as vz ( ` vz I 39 Tree I GLAZE z Zo I BATH t4 BATH t3 BATH;;_ BATH t2 >°I W.I.C. to o = LL LL a O I/ I 5'-4' 16'-6' 23'-6' 28-5` Lrll � N 0— SAFETY 1 4 4 SAFETY i,� F 5/B — -� GL�O EGRESS O �O GLAZED�. (U Q O 0 �u • 4'-3 1/2'71 10'-11' "CE 16'-7 1/2" NO / 1 L---4 t< 2' VENT EMT FIXTURE w I IST FLOG�PLUMBIMG a I; 3' RADON VENW w.l.c. .Z Il'1 ®i BATH t4 N fU orslic (2) SIMPSON > q J / \, I N I IT off._/ LSTABEAM2TOFROM HEADER C_.) C� Y I I Q Q 1 `� • � BEDROOM#2 WHEADER(TD r)'-0' \ I I BEDROOM#3 175.21 SOFT.N BATH#3--- 170LI SOFT. 14.01 LIGHT EQ'D.REO'D,7.01 VENT PROW 1 82 VENT REO'D LIGHT REO'D. rgAV 2.80LIGHT PROV'D.�'I \a I ------- SIJ4 VENT PROW'➢.—�LFI nnR � (4) BD COMMON ---- 21,80 IGHT PROV'D.— a (U------------------- 11,74 VENT PROV'D. ---- ��m� ,I 2' VENT awl„ NAILS FROM KING w ——— omSTUD TO HEADER (Lf 1) 2x4CU2x4 ll 2x4 (ll 2x ll 2x4 acu (2) SIMPSON SPF #2 SPF #2 SPF #2 SPF #2 d F 5/8, SPF #2 timLSTA24 FROM �' ND OMIT 3'-10' SECT OMIT 3'-10' SECT OMIT 3'-10' SECT j JACK cu (UCLG & WALL GYP jQ1.G_4-WbLL-CLY,p __ CLG & WALL GYP v o SSTUDSDE) EACH N T , r ., (U r~ ImG PULL DOWN STAIRS isweci I.y.y 1 a '-3' 13'-0' S/L ROUGH OPENING ONLYaEA 3 i---- M ———— ————————-- —————————————————————— N ———I .8=26 1/2'x 54 1/2' \ L---------------l--J a a L_ Co BEDROOM#4 �, W.I.C. 1 N" 5'-2 1/2" z Q Z Cu 173.68 SQ.FT. I W D •0 iU LL_ �--� 13,89 LIGHT REO'D. I q.A I DRAIN Li C] 6,95 VENT REO'D. —J I PqN- 21.80 LIGHT PROV'D, 2' VENT ---- (r) LZ N n 4 VENT PROV'D, 1ST FLOOR 5'-2" ONSiNE © L--- u) BEDROOM #2 SHIPLOOSE HEADER O j CL 6 BY !- /�///�� W (I- OTHERS i 16'-10❑" 2' VENT ❑ �(- ��' Y � j 'o C7 1ST FLOOR VVV HALL! 13'-8' h C r 80^/ O O ^ 0 r, ® ® EGRESS ® ® GLAZED ® 3'-1' 11'-7' GLAZE➢ 21'-7" 31'-7' co 41'-7" 48'-6' qj < 08 � �A 9342 - ww SS i 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE W DER THE 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM DIRECTION ECTION OF A LICENSED UCATION LA PER ANY PPRO�ESSIONALSENGINEER ACTING UNTO ALTER A SYSTEM SET OF FMH PLANS URER'S NO. APPPOV IC BY OUS,APPLICATION THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN Apr 16, 2024 NG.M1168-2022-075,MANUFACTURER'S ND.M116R,WHICH HAS NOT BEEN OR INTENT.1F A ANY BEARING THE SEAL OF AN ENGINEER IS ^l� MUD6IED IN ANY MANNER, ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2.THE ENERGY PORTION 13F FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWINC WITH A NOTATION'ALTERED BY'FOLLOWED BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. NOTES: 1, ANDERSEN 400 SERIES - FINELIGHT 6. 2, 2ND FLOOR SQUARE FOOTAGE = 1420 SQ/FT 7, 3, 8'-0" 2ND FLOOR CEILING HEIGHT 8, 4, 7/12 NON STORAGE RAFTER ROOF SYSTEM @ 16" ❑,C, 9' A /� 5, CLG BEAMS @ BEDROOM #2/#3/#4 TO BE (4) 1 1/2"x9 1/4" M,L, (2 PER UNIT) 10 `� i i THESE S PLAN HAVE BEEN EXTRACTED FROM APPROVE, Q N — 18 0 5 4 / J N— 8 3 8 5 0 / N Y --� LUIL➢ING SYSTEMS LJEL WITH THE STATE. ---J 0 J Ln o w oo � � Q � W PANEL BOX �'--------, CRT BRK VOLT WIRE TYPE TYPE WIRE VOLT BRK CRT MAIN S E W ER REFRIGERATOR I 20A 120 12-2 AFCI AFCI 12-2 120 20A 2 SMALL APPLIANCE L J L i .--i RANGE 3 20A 120 12-2 AFCI AFCI 12-2 120 20A 4 SMALL APPLIANCE J 5 AFCI 14-2 120 15A 6 GENERAL LIGHTING L.LI RANGE 7 40A 240 8-3 AFCI 14-2 120 15A 8 GENERAL LIGHTING \ DISH WASHER 9 20A 120 12-2 AFCI AFCI 14-2 120 15A 10 GENERAL LIGHTING WASHER 11 20A 120 12-2 AFCI AFCI 14-2 120 15A 12 GENERAL LIGHTING 13 AFCI 12-2 120 20A 14 BATH GFI a '� DRYER 30A 240 10-3 IS AFCI 14-2 120 15A 16 GENERAL LIGHTING � 11 WASHER 17 20A 120 12-2 AFCI AFCI t4-2 120 15A 18 GENERAL LIGHTING /��/F� v 19 AFCI 12-2 120 20A 20 BATH GFI \L DRYER 30A 240 10-3 21 � AFCI 14-2 120 ISA 22 GENERAL LIGHTING ((yy�� EXTERIOR GFI 23 20A 120 12-2 AFCI AFCI 14-2 120 15A 24 GENERAL LIGHTING co EXTERIOR GFI 25 20A 120 12-2 AFCI AFCI 14-2 120 15A 26 GENERAL LIGHTING EXTERIOR GFI 27 20A 120 12-2 AFCI AFCI 14-2 120 15A 28 GENERAL LIGHTING XL I 29 AFCI 14-2 120 15A 30 GENERAL LIGHTING ( J 31 AFCI 14-2 120 15A 32 GENERAL LIGHTING ,III n 33 AFCI 14-2 120 15A 34 GENERAL LIGHTING ,III a 35 - AFCI t2-2 120 20A 36 BATH GFI 37 38 39 40 I I \L 41 42 I V q LL I� n Q ti W Pa tit CL I I II Q LLJ tll �u LLJ 12 c i - -8-------c--------,i z z > o.➢ c ----- ---- j l Q q u O In N p O = J qLo r------------ --- I e S4S3 0 Li _ - N Q LL I Na I A q XL - CD----- XL WP 25 S XL i GFI p GF L J r----- --------- 6 c ---J I I I L\�I I C _ ------© a 16 I _ ————— I F I J4 ----- -I N FOR I I I FOR BSMT SD I u u GFI 14 yltil I GFI Q Q BOX AND BLOCK I , I ,:ICI I q FOR PADDLE FAN a-----J i- PIG, I (7 •� --- , I - ---------- OJ (U cu CT a Gr C~ \ \ \I I I � I I I I I ELEC DROPS �C F -� F- Ca CLI N \ W/ 22' COILS MEI GT \ \ • \ / 5 I GFI - (U 18 \\ // I CT P7 nn' *'I 3 C ••GAS LINES ON-SITE BY OTHERS S x 3 OVER 3 // \\ I M > • GFI Q J z Q pF NF � GFI �c------- � N Li I Li T---- L� 911/1� P` " ' 130 --------J 20 "� I lJ • S S, CT CT CT L ♦ A. �/� O IsGF� F-f-- qFI T G GFI ELEC DROPS W/ 8' COILS PANEL BOX LOCATED XL --® XL P ~ V IN BASEMENT GFI 23 Q G` 1 N M y Lj Q �� MAIN WATER L--------J 08 �p 9342 ' ` s 1���. `I w 1. ISE BEST FALTORYF MY MANUFACTURED HOYELIEF CFMH)NPLAN PROFESSIONAL HASSBEENL DIRT FROMFROM IT IS A VIOLATION OF ARTICLE ,U OF THE NEW YORK STATE DIRECTION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION THEE DRAWINGS IN TION OF A 1ANYSWAYED PTO CHANGE ATHE STRUCTURAL L ENGINEER,TO DESIGNA p r 1 6, 2 0 2 4 N,q o NO.M1168-2022-075,MANUFACTURER'S N0.M1168,WHICH HAS NOT BEEN OR INTENT.IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS MODIFIED IN ANY MANNER. ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2,THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION-ALTERED BY'FOLLOWER BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION, NOTES: 1, ALL LIVING SPACES ARE ARC-FAULT PROTECTED C❑MBINATI❑N TYPE 2, SEE 2017 NEC NOTE 3, 4, H I i THESE PLANS HAVE BEEN EXTRACTS➢ FROM APPROVE, Q N -18 0 5 4 / J N - 8 3 8 5 0 / N Y LUILDING E SYSTMS FILED WITH THE ATE.ST ���J Ln o o w cc � � Q PANEL BOX CRT BRK VOLT WIRE TYPE TYPE WIRE VOLT HRK CRT l V I REFRIGERATOR 1 20A 120 12-2 AFCI AFCI 12-2 120 20A 2 SMALL APPLIANCE LLJ RANGE 3 20A 120 12-2 AFCI AFCI 12-2 120 20A 4 SMALL APPLIANCE J 5 AFCI 14-2 120 15A 6 GENERAL LIGHTING I I RANGE 7 40A 240 B-3 AFCI 14-2 120 15A 8 GENERAL LIGHTING l � I —I DISH WASHER 9 20A 120 12-2 AFCI AFCI 14-2 120 15A 10 GENERAL LIGHTING LL1 WASHER 11 20A 120 12-2 AFCI AFCI 14-2 120 15A 12 GENERAL LIGHTING ` 13 AFCI 12-2 120 A 14 BATH GET DRYER 30A 240 10-3 15 IS AFCI 14-2 120 15A 16 GENERAL LIGHTING WASHER 17 20A 120 12-2 AFCI AFCI 14-2 120 15A 18 GENERAL LIGHTING 19 AFCI 12-2 120 20A 20 BATH GFI (11 DRYER 30A 240 10-3 21 AFCI 14-2 120 15A 22 GENERAL LIGHTING EXTERIOR GFI 23 20A 120 12-2 AFCI AFCI 14-2 120 15A 24 GENERAL LIGHTING l� N -----------0 Q (� EXTERIOR GFI 25 20A 120 12-2 AFCI AFCI 14-2 120 SSA 26 GENERAL LIGHTING EXTERIOR GFI 27 20A 120 12-2 AFCI AFCI 14-2 120 15A 28 GENERAL LIGHTING 29 AFCI 14-2 120 15A 30 GENERAL LIGHTING (-1 31 AFCI 14-2 120 15A 32 GENERAL LIGHTING 33 AFCI 14-2 120 15A 34 GENERAL LIGHTING I ,o 35 AFCI 12-2 120 20A 36 BATH GET I 37 38 � Cu� W �I 39 40 41 42 -----------4 Q C� q LE_ Q � ~ W m CL co --- CU © -----------�c I TO 1ST FLR J SWITCH LJJ I r------ LL1 Z z ---- Q Q ED _ /--------- Q J EL � NZ ��D• i i o O J q In _ � L �0 LL_ II O � D 2LL 3r.1� I� �• U"mI I Ip (A 136 cFl ¢ J I I Q L--- I J IN CEIL!NCFy, I I J • / OR RADIDN PUMP, M -- ^V // \\ II I 1 • u u Q I I I J BOX RND BLOCK �+ Q Q 28 FOR PADDLE FAN BOX AND BLOCK FOR PADDLE FAN I I 1 \Li GFI 32 I W N N 0i 24 I - � � I I I I I ---------------rrI - cv T) F Sn r--- q PULL DOWN STAIRS eEa I I n A0 \ \ ROUGH OPENING ONLY I r❑`u',,x RA.=26 112'x 54 112' i I a uc'i L______________ L�_J u N i O -----1 1 �J L_. BOX AND BLOCK 26 GF7 Q Q FOR PADDLE FAN I nc 22 L——— Lj O� N j I I I 3 • 3 j `----� `—J G `� Q --- -- ---- ----- --- �/ W D Rcn TO L----- 3__/;.l -------�-inc C -----------©--- iucr— Ll BSMi ELECT. �DROP co 'v M IN IN, ' ;rU ti 0. cn p89 42 ,E 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION DF ARTICLE 145 OF THE NEW YORK STATE V V 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER A p r 1 6, 2 0 2 4 q o NO.MI160-2022-075,MANUFACTURER'S NO,Mf16H,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN MODIFIED IN ANY MANNr R, OR INTENT.1F A R HERRING THE SEAL OF AN ENGINEERERIS ALTEPE D,THE ALTETERINGING ENGINEER SHALL AFFIX HIS SEAL TO 5.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED IO'AND A P I ( OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE ATE A SUCH ALTERATION,AND A SPECIFIC (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION, NOTES 1, ALL LIVING SPACES ARE ARC—FAULT PROTECTED COMBINATION TYPE 2, SEE 2017 NEC NOTE 3, 4, I i THESE PLANS HAVE DEEM EXTRACTED FROM APPRI)VE, Q N - 18 0 5 4 /J N- 8 3 8 5 0/N Y LUILDING SYSTEMS FILED WITH THE STATE. ...J Ln n� El CD GENERAL NOTES 2020 RESIDENTIAL CODE OF NY NOTES ELECTRICAL NOTES � co L GASKET OR WEATHERSTRIPPING AND 1, WINDOW EGRESS REQUIREMENTS MEET x 2017 NEC NOTES INSULATION, EQUIVALENT TO THE 2020 RCNYS, SECTION R310,1 1, AILL EIGHT BOXES MUST BE RATED TO SUPPORT 50# FOR NON-PADDLE FANS AND INSULATION ON THE SURROUNDING 2, VISUAL INSPECTION OF THE 70# FOR PADDLE FAN BOXES SURFACES, IS TO BE INSTALLED UPON INSULATION INSTALLATION WILL BE 2. TAMPER RESISTANT ( T.R, ) RECEPTACLES REQUIRED THRU-OUT THE ENTIRE HOME, EJ COMPLETION OF THE SET-UP OF THE DOCUMENTED BY THE APEX QC UNLEESS NOTED OTHERWISE ON THE PLAN, 0 ~ DEPARTMENT, Z (� HOME AT CEILING ACCESS PANELS AND 4LL BALCONIES, DECKS AND PORCHES ACCESSIBLE FROM INSIDE THE DWELLING Q 3� BUILDER TO INSTALL A FRESH AIR � / OR PULL DOWN STAIRS ❑N SITE BY INTAKE FROM THE ON-SITE FORCED UNIT ARE REQUIRED TO HAVE ONE WATERPROOF ( W,P, ) T,R, GFI RECEPTACLE C� OTHERS, AIR SYSTEM TO MEET THE WITFHIN THE PERIMETER OF THE BALCONY, DECK OR PORCH, 2, DRYER VENT DUCT SHALL TERMINATE REQUIREMENTS OF M1507,3,3(1), 4, 1 & 2 FAMILY DWELLINGS ARE REQUIRED TO BE PROVIDED WITH ONE W,P, T,R, GF CO ON AN OUTSIDE WALL OF A BUILDING I � 4, HOT WATER PIPE INSULATION SHALL RECEPTACLE ACCESSIBLE WHILE STANDING AT GRADE LEVEL LOCATED A MAX, ❑F (� I- w DIRNOTECTION LESS THAN 3'-0" IN ANY BE INSTALLED IN ACCORDANCE W/ 6'-6)" ABOVE GRADE AT THE FRONT AND REAR OF EACH DWELLING UNIT, � cd DIRECTION FROM ANY ❑PENING INTO SECT, N1103,42 OF THE 2020 RCNYS 5, THE GROUNDING CIRCUIT CONDUCTOR FOR THE CONTROLLED LIGHTING CIRCUIT > THE BUILDING AND MUST BE EQUIPPED � 5. EXTERIOR WALL FIRE RATING AND SHALL BE PROVIDED AT THE LOCATION WHERE SWITCHES CONTROLLING LIGHTING Q WITH A BACKDRAFT DAMPER, REQUIRED FIRE SEPARATION LOAIDS THAT ARE SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH CIRCUIT FOR o 3, TUB / SHOWER CONTROL VALVES TO DISTANCES MEET THE REQUIREMENTS OTHER THAN THE FOLLOWING: Z N HAVE A HIGH STOP LIMIT SET TO PER THE 2020 RCNYS TABLE 302,1(1) A, W/HERE CONDUCTORS ENTER THE BOX ENCLOSING THE SWITCH THROUGH A ww � q LIMIT WATER TEMPERATURE TO A & C2) RACEWAY, PROVIDED THAT THE RACEWAY IS LARGE ENOUGH FOR ALL CONDUCTORS, �' `� � cu MAXIMUM OF 120 F (49 C), 6, BUILDER TO PR❑VIDE AND INSTALL INCLUDING A GROUNDED CONDUCTOR, _J THE BASEMENT AND / OR ATTIC DOOR HIGH-EFFICACY LAMPS IN 75% OF MUST HAVE WEATHERSTRIPPING AND A PERMANENTLY INSTALLED LIGHTING B, WiHERE THE BOX ENCL❑SING THE SWITCH IS ACCESSIBLE FOR THE INSTALLATION Q❑F ON ADDITIONAL OR REPLACEMENT CABLE WITHOUT REMOVING FINISH MATERIALS W ~ SWEEP PROVIDED AND INSTALLED FIXTURES [IN-SITE PER SECTION C, WHERE SNAP SWITCHES WITH INTEGRAL ENCLOSURES COMPLY WITH 300,15 (E) � Q >- � ON-SITE BY OTHERS, N11041. 4, ADD BLOCKING IN WALLS ON ALL ENDS 7, ALL WINDOWS WITH OPENINGS WHICH D, WIHERE A SWITCH DOES NOT SERVE A HABITABLE ROOM OR BATHROOM w z z OF CABINET RUNS FOR BASE, WALL, OPEN 4 INCHES OR GREATER, ARE 72 E, WHERE MULTIPLE SWITCH L❑CATIONS CONTROL THE SAME LIGHTING LOAD SUCH Q Q o > _ TALL AND VANITY CABINETS TO PULL INCHES ABOVE THE FINISHED GRADE THAT THE ENTIRE FEGOR AREA ❑F THE R❑❑M ❑R SPACE IS VISIBLE FROM THE p� U N z SIDE ❑F CABINETS TIGHT TO THE OR SURFACE BELOW AND THE LOWEST SINGElT OR COMBINED SWITCH L❑CATIONS a o WALL. PART OF THE CLEAR ❑PENING IS F, WIHE'r-E LIGHTING IN THE AREA IS CONTROLLED BY AUTOMATIC MEANSLn � o � m LESS THAN 24 INCHES ABOVE THE G. W'HERE A SWITCH CONTROLS A RECEPTACLE LOADS C/o � U FINISHED FLOOR, WILL REQUIRE 6. AILL 15 AND 20 AMPERE 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET Q WINDOW GUARDS PER 2020 RCNYS L❑CpT,;=(N STILL MUST HAVE AN ENCLOSURE AND COVERS THAT ARE WEATHERPROOF N V) CD SECTIONS R312,2, THE WINDOW WHE"TI-iJ_ R AN ATTACHMENT PLUG CAP IS INSERTED OR N❑T, ALL ENCLOSURES AND q i` o GUARDS WILL BE PROVIDED AND COVIERC INSTALLED IN WET LOCATIONS MUST BE LISTED AS EXTRA DUTY M INSTALLED ❑N-SITE BY OTHERS, 7. A LUMINARIES WEIGHING MORE THAN 50 LBS, SHALL BE SUPPORTED � INDEPENDENTLY OF THE OUTLET BOX, UNLESS IT IS LISTED AND MARKED FOR THE------------------------� MAXIMUM WEIGHT TO BE SUPPORTED, V - REQUIRED COMPLIANCE SIGN B. ALL 120 VOLT, SINGLE-PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING Q ON-SITE Q ; I I I i - THE BUILDER- i OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS BEDROOMS, SUN ROOMS QF NEB RECfREATION ROOMS CLOSETS, HALLWAYS, LAUNDRY AREA, OR SIMILAR ROOMS OR � N v � W B� AREAS SHALL BE PROTECTED BY A LISTED COMBINATION-TYPE ARC-FAULT CIRCUIT ` ` O INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT, q �' 9, ALL BATHROOM RECEPTACLES,- LAUNDRY RECEPTACLES, EXTERIOR RECEPTACLES `u AND ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS, THE DISHWASHER CIRCUIT J OR R?ECEPTACLES THAT ARE WITH IN 6'-0" OF THE OUTSIDE EDGE ❑F THE KITCHEN w z Q u SINK INCLUDING RECEPTACLES UNDER THE SINK OR IN CABINETS ARE REQUIRED TO `` o BE GFI PROTECTED. C4 Li a- c 089342 , ,E Q A'��FESS I0��, � Apr 16, 2024 w IN� w w�� o�� 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE O O A SYSTEM SET OF fMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION G A LICENSED PTOFCHA GE ENGINEER,TO ALTER NO,MI168-2022-075,MANUFACTURER'S NO.M1166,WHICH HAS NOT BEEN THE DRAWINGS M ANY WAY TO CHANGE THE STRUCTURAL DESIGN I MO➢SPIED IN ANY MANNER, OR INTENT.IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING VITH A NOTATION'ALTERED IO'AFO ND P I ( OF NEV YORK STATE ENERGY CONSERVATION WITH THE CODE HIS SIGNATURE,THE DATE A SUCH ALTERATION,qND A SPECIFIC (ENERGY CO➢E)qND IS IN FULL COMPLIANCE VITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION 1 1 7 i _ _________________ QN- 18054 / JN - 83850/ NY Lo THESE PLANS HAVE HEEN E%TRACTED FROM APPROVED LULLING SYSTEMS FILED WITH THE STATE. J Iny/ }� Lo O W Co I n Q Ticdaxnl .Seimm�"+. It;+�,i>n^r t^°t't'� �,-.n. ` }1Yrt�€• 6Sr*nrrt Lr,nnt°r`�nr.`* "'ts(' 2 3 t':atl L#r, i; ,131 na 9 3 �?C 4�:;Ya i 5 `fit.} la'-o' 1'v�lt l'sr. :1a11I4P.^.rt2t fr3r�5 1.131 r#�(t 3"'IG 5274,tb I s Nn 4'-1 3/16' 5'-9 5/B' 4'-1 3/16' AM ChorO Spticrl,UK,-12".131 r lits rn(»SidR o4 Par"tnr,Mite 4I!ire• i SIMPSON SIMPSONEJ (1329�� HDU14 4 ! t♦ tftr:°arc...._._., f"`. r C+en�' wt,o3;t•if�+ 13297#) C13297#) C wSP STUDS wSP STUDS *J'it#i M1la{7": ho"t,,res t.'.�i?C S1)4(,iI<C { �4?f C.` ,F}n#11 (.8.'flfR(:(k#Cf1;# «134. fad aA'.°. to t1 Jt?.f $t 7t 3 :31,rid 1 3 t L 'JICt Its �� CO tJtlt tffit,is 111 r4l __ of 4Ii tt: `r Nf3 l..C# j U N L7 -• At'(1 nt4f�:'(f a kP + It'.1 1 rlaiFti{°a f]aifir t,t emf:"Op #I.afi#=tlg It VV ' �_t. .,•.,... 2 sit fT ter#r�: :)n sr cf re>s'I?s dca ra lE:"art #askcta{f5�n r, `�+ P� !taatep 1t Ra.ari c(�a f� ��vlvl����II o� ECw I �I BRACED WALL REQUIREMENTS (1ST STORY UE A 2 STORY) III N" n�I N 140 MPH WIND ZONE OR LESS III l u PER 2020 RESIDENTIAL CODE OF NY STATE, TABLE R602.10.3 III U CONTINUOUS SHEATHING - WOOD STRUCTURAL PANEL METHOD AND GYPSUM BOARD METHOD III BRACE WALL LINE WALL LENGTH BRACED WALL TABULATED MIN. EXPOSURE RIDGE TO EAVE WALL HGT, WALL LINE MIN. LENGTH REQUIRED TOTAL PROVIDED METHOD 141 SPACING BRACED WALL TOTAL FACTOR C HGT FACTOR FACTOR QTY FACTOR W/ ADJUSTMENTS III BRACE WALL LINE - A 48'-6' 20'- 1.30 1.00 1,00 1.30 14.4 37-9 15/16' CS-WSP II \ BRACE WALL LINE - B SEE SHCARWALL CALCULATIONS BRACE WALL LINE - C SEE SHEARWALL CALCULATIONS O n WWI q BRACE WALL LINE - 1 SEE SHEARWALL CALCULATIONS CS-WSP II �D M GB BRACE WALL LINE - 2 SEE SHEARWALL CALCULATIONS II Q II BRACE WALL LINE - 3 50'-0' 14'-0' 7.0 1.30 1.00 1.00 1.30 11.83 37'-0 1/16' CS-WSP j II o IN J CS-WSP DEFINITION GB DEFINITION II _ ( 1ST STORY OF A 1 STORY) ( 1ST STORY OF A 1 STORY) III LL1 WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 3/8'. PANELS GYPSUM BOARD WITH A THICKNESS NOT LESS THAN 1/2'. PANELS MUST BE III ~ MUST BE LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25'-0' O.C. LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25'-0' O.C. > J CONNECTION CRITERIA; CONNECTION CRITERIA: Q D 6d COMMON (2'x 0.113' NAILS AT 6' SPACING (PANEL EDGES) AND AT 12' SPACING NAILS OR SCREWS AT 7' SPACING AT PANEL EDGES INCLUDING TOP AND BOTTOM PLATESI FOR (INTERMEDIATE SUPPORTS) OR 16 go x 1 3/4' STAPLES AT 3' SPACING (PANEL ALL BRACED WALL PANEL LOCATIONS FOR EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE Z EDGES) AND 6' SPACING (INTERMEDIATE SUPPORTS) TABLE R602.3(1); FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R702.3.5 Z INTERIOR BRACED WALL CONNECTION CRITERIA'. ) NOTE ALL SHEATHING IS T❑ BE V ERTICALLY ALL INTERIOR BRACED WALLS MUST HAVE FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. Q Q O O INSTALLED WITH NO HORIZONTAL JOINTS. FASTEN BOTTOM PLATE OF INTERIOR BRACED WALL TO BLOCKING WITH (3) 16d NAILS @ 16' O.C. ALONG BRACED WALL PANEL N FASTEN TOP PLATE OF INTERIOR BRACE WALL TO BLOCKING WITH 8d NAILS @ 6' O.C. ALONG BRACED WALL PANEL O o 7 = J qLn Q o m —SIMPSON 2'-3, o _ LL_ (43190) 1 Ln zO 34'-6' —. o Q (� LL_ 48'-6' _ 1 'I U O -3 5/16' 1'-6 5/16' - `D 3'-1' ATTACH MODULE 'C' TO N n SIMPSON — SIMPSON SIMPSON SIMPSON I PS N SIMPSON MOFFLOOR ULE ,RAILS WI HIN3/8G A'ND ST D14RJ (4319#RJ q STHD14RJ ��AE STHD14RJ STHD14RJ STHDI4RJ (5 74#) (4319#) LAGS AT 14. OC, � B (3500#) (5274#) (5274#) -- - _ _—_—_ __ 2 c� z�.. s1MPsoW STHD14RJ a (3500#) rn cl� V) Q U u I I I I I c) O O Q Q CLJ jo h o STRAP FOR3284L ACROSS BS ___ �__� qRj ", � I I I 1-1(SIMPSON .\� \ N CMSTCI6) �x., • iD i \ J i� \\ > • u\) Q Q i \ Z > ILja I ' F---, OF NF I r----T - 0 0 F-H ' --------J I (��� I ( I O I 1 �j R SIMPSON L A O�STHD14RJ 21-0 13/16' 1- 8'-1 13/16' 8'-7 5/16' 48'-6' - 01, a�� 8 93 42 , ��. 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE AR ('1 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE OF`J J A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER a`V1 NO.M1168-2022-075,MANUFACTURER'S NO.M1168,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN [� MUDIFIE➢IN ANY MANNER. OR ERED,INTENT.THE A DRAWING BEARING THE SEAL OF AN ENGINEER IS C7 ALTERE O,THE ALTERING ENGINEER SHALL AFFI%HIS SEAL TO 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED BY-FOLLOWED BY A p r 1 6, 20 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECI-IC 24 (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. � g11 i THESE PLANS HAVE BEEN E%TRACTED FROM APPROVE➢I Q N - 18 0 5 4 /J N- 8 3 8 5 0/N Y LUILNG STEMS FI DI SYL ED WITH THE ATE.ST to nn// L� I- a n o wco M 5 6 l lJ 14-0' 4'-1 3/16' 5'-9 5/8' 4'-1 3/16' -11 La SIMPSON SIMPSON SIMPSON TCI6 CMSTCI6 LED "lirflown ITrr+l Cnrrrr i �fl"£?r1'HrE F (3627#) QG6P7#) E It ofre 1+?, mt,nt {t!lrtfr'1t�$"; r� � tiNOfUNOvalt Line•r- ?3'rail A `0C" 3f7r7 Ih 5 fief 4 f1 MQ (lJAlt Chord 5rtices tie{10l .131 mils eA*h stele ofco BRACED WALL REQUIREMENTS (2ND STORY OF A 2 STORY) CD zo 140 MPH WIND ZONE OR LESS yy o r PER 2020 RESIDENTIAL CODE OF NY STATE, TABLE R602,10.3 yam mum CONTINUOUS SHEATHING - WOOD STRUCTURAL PANEL METHOD AND GYPSUM BOARD METHOD BRACE WALL LINE WALL LENGTH BRACED WALL TABULATED MIN, EXPOSURE RIDGE TO EAVE WALL HGT. WALL LINE MIN. LENGTH REQUIRE➢ � N N SPACING BRACED WALL TOTAL FACTOR C HOT. FACTOR FACTOR QTY FACTOR W/ ADJUSTMENTS TOTAL PROVIDED METHOD BRACE WALL LINE - D 48'-6' 20'-0' S.0 1.30 1.00 ]AO 1.30 845 32-6 5/16' CS-WSP (� BRACE WALL LINE - E 48'-6' 30'-0' 7,0 1.30 1.00 1.00 1.30 11.63 30'-1 3/B' CS-WSP BRACE WALL LINE - F SEE SHEARWALL CALCULATIONS BRACE WALL LINE - 4 20'-0' 34-6' 9.0 1.30 1.00 1,00 1.30 15.21 20'-0' 1 CS-WSP BRACE WALL LINE - 5 50'-0' 34'-6• 18.0 1.30 1.00 1.00 1.30 30.42 1 38-5 7/16' GB ~ O '5 BRACE WALL LINE - 6 50-0' 14'-0' 5.0 zo ti N 1.30 1.00 1.00 1.30 8.45 39'-4 1/16' CS-WSP In CS-WSP DEFINITION GB DEFINITION ; q kD q ( 1ST STORY OF A 1 STORY) ( 1ST STORY OF A 1 STORY) o > WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 3/8'. PANELS GYPSUM BOARD WITH A THICKNESS NOT LESS THAN 1/2'. PANELS MUST BE MUST BE LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25-0' O.C. LONGER THAN 24', LOCATED AT EACH END AND AT LEAST EVERY 25-0' O.C. M CONNECTION CRITERIA, CONNECTION CRITERIA; 6d COMMON (2'x 0.113' NAILS AT 6' SPACING (PANEL EDGES) AND AT 12' SPACING NAILS OR SCREWS AT 7' SPACING AT PANEL EDGES INCLUDING TOP AND BOTTOM PLATES; FOR Q (INTERMEDIATE SUPPORTS) OR 16 go x 1 3/4' STAPLES AT 3' SPACING (PANEL ALL BRACED WALL PANEL LOCATIONS FOR EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE m W EDGES) AND 6' SPACING (INTERMEDIATE SUPPORTS) TABLE R602.3(1)l FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R702.3,5 N LL J INTERIOR BRACED WALL CONNECTION CRITERIA; )(NOTE; ALL SHEATHING IS TO BE VERTICALLY ALL INTERIOR BRACED WALLS MUST HAVE FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL, Q INSTALLED WITH NO HORIZONTAL JOINTS, FASTEN BOTTOM PLATE OF INTERIOR BRACED WALL TO BLOCKING WITH (3) 16d NAILS @ 16' O.C. ALONG BRACED WALL PANEL ID u �- \/FASTEN TOP PLATE OF INTERIOR BRACE WALL TO BLOCKING WITH 8d NAILS @ 6' O.C. ALONG BRACED WALL PANEL \�� ��� r-------1 W Z z v -- J---------- CL �O• i = Y qLn 4 I I � � m- Q = IInn 48-6' ° I I I 0 LL- 34'-6" I1I / �I " 4-0 13/16' 5/B" 4'8-5 6 11 1 5 �, -25/ E �Np La(�L- CD ATTACH MODULE 'F T MODUP ULE 'E' AT CEILINGANDFLO----- 3-1 1/2' RAILS WITH LAGS AT 0O ¢ �MM^y• �� �D • -- In q II ,N I \`/ w R cu 1n I I I I I OjN -------------- PULL DOWN STAIRS pREAG� I N�, II '-' 0i ROUGH OPENING ONLY I u»c II CV R.D=26 1/2'.54 1/2' L_______________t__.1 I a ma 11 L "JI J J I I I Z Q I W > ------J �o (/0 i W On Q Q of NEB o D STMPSO SIMPSON CS20 CS20 L �P� V`1 Bo Ri eD4# 6 3/16' (800#5'-7 5/8" 7'-1 5/8' 7'-1 5/8' 7-1 5/8' 5'-5 13/16' I� 'L w w w�� 1. THE HEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YDRK STATE �/] O /I 1 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE 9�/ v (.+ ` `v O \� r�4 A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER NO, MODIM1168FIED N22-075,MANUFACTURER'S NO.M1168,WHICH HAS NOT BEEN THE TENT,RAVI IS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN O�`V MODIFIED IN ANY MANNER. OR INTENT, E A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED BY'FOLLOWED HY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. Apr 16, 2024 A 8 , 2 i M ESE PLANS HAVE BEEN EXTRACTED FROM APPROVEDl LUILDING SYSTEMS FILED WITH THE STATE_ J Q N — 18 0 5 4 / J N— 8 3 8 5 0 / N Y -� Ln Cv o z Ln H— CD nI I 14'-0' l u 4-11 5/8' 4-11 9/16' z N SIMPSON SIMPSON N HDU14 HDU14 H� C] .. (13297#)--_-- (13297#) -- �r r-----M�S-P-Sfu ■sP�TUTi§-------� E:l H a Ia ono ~ \ y j---------------- U N I I I Q I plo i z1� n/ co LL_ f SO i I flA NNI I I NI al I IN I I a I I I CIO I I I I I I W o q Q � � w m I41 CL I i M I I I I O J I I i J N I I°' I I I Q I I I > LLJ Z z I I I C I j Z D N CL Z SISsMPSON I I = Y q S7HD14RJ I I p m '- (k319#) 312 T.L. (PLF) I I o ~' Q � .--�346' _ I 14-8' 4'-8' In V 17'-3 11 16' 1 1 I I O �/ 1 1/211 I D 1 1/2' 5-4 11/ � � 2'_4•I � SIMPSON SIMPSON SIMPSON SIMPSON SiMPSON I I O STHDI4RJ SIMPSON S HDI4RJ r——, �-——, 1 I N CL (3500#)r —— STHDS4RJ _ _ TIE _——— STHDI4RJ } STHDI4RJ C3500q) ( —)_______ __J Z52747' --------� M2T4&S C�1319#) ^i L__J L_ J I I O ((� o� a Ei1a r 2'-0 5/16' 933 T,L. (PLF) --_-- I C/) �nlv I �� r-(4) 2x10 SPF #2 FLUOR GIRDER � I I I LPOINT LOADS SHOWN ARE IN� I 1 I I 1��DITION TO UNIFORM LOADING, L9'-4' O,C. MAX, FLOOR LOAD ONN=Y 1 ALL SPLICES MUST FALL OVER I I o LOLLY COLUMNS I y u u Q I I I I 5'-1 I I 18-9' 580 T.L. (PLF) 1342 T.L. CPL S�''� 10' 580 T.L. (PLF) I I q I I 6-3' 6'-3' 6-3' 1 5-11' �l6'6'-6' I 6'-1C' I I 6-10' I I I I (y) "t I r__� cu - , r -J L--� I I ---o------_�_—_—_ _ 1 I I I I I--- I I e-------e------- - - - 1 1 I I a 1 s636# I I I I 1 I I 13794# -—---0-—- - - "D I I I I J LNT 36# L POINT L1a# J -J�oaoi L__J LOAD q V OINT L__J I 3794# I I Ln I 1 LOAD POINT 4# 1 oj LOAD LOAD LOT TBASEMENT I I I CONC, LOOTER STAIR I I I W/ STEEL COLUMN AREA J J I I I I Q Q o �(4) 2X10 SYP #1 FLOOR GIRDER z I I 9'-4' O.C. MAX, FLOOR LOAD ONLY ' I I L � L8' I I I I �I I 5'- O.C. MAX. TOTAL LOAD ONLY J I i � � � � � �. � � � � � � LJ I oghx I 8' MINIMUM COINCRETE WALLS Q Ian L ------------------------- 933 T.L. (PLF) O -------------- fF� I --------------------------------------- I -------- N (B00#) 4-8 7/16' O L B co �cn I ' Its W � 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT w �' ` 1_ 1. IT IS I VIOLATION OF ARTICLE 145 OF THE NEV YORK STATE p8 9 3 410 V A THIS FACTGRY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR qNY PERSON,UNLESS ACTING UNDER THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED HY DOS,APPLICATION DIRECTION OF A LICENSE➢PROFESSIONAL ENGINEER,TO ALTER NO.M116H-2022-075,MANUFACTURER'S ND.N1168,WHICH HAS NOT BEEN THE DRAWINGS L ANY WAY EN IN CHANGE THE STRUCTURAL DESIGN FOUNDATION DRAWINGS ARE T❑ B E USED A S A GUIDE ^ MODIFIED IN ANY MANNER. OR INTENT.IF A DRAWING REARING THE SERE OF AN ENGINEER IS O O ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO \ V I O,w( THE ENERGY PORTION D<FMH PLAN HAS BEEN PREPARED USING CHAPTER THE OKAYING WITH A NOTATION'ALTERED BY'FOLLOWED BY ONLY, APEX HOMES WILL NOT ACCEPT A N Y LIABILITY w\\��, 5 OF NEW PORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE GATE OF SUCH ALTERATION,AND A SPECIFIC(ENERGY CODE)AND IS IN FULL COMPLIANCE VITH THE ENERGY CODE DESCRIPTION OF THE gLTERATION, ^�} NOTES: OR RESP❑NSIBILITY FOR INC❑RRECT F❑UNDATI❑NS, Apr 16, 2024 1, — 6, MAX ANCHOR DOLT SPACING: 6'-0" ❑,C, (4'-0' ❑,C, MAX IN AREAS WHERE WIND VEL❑CITY 2 PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS AT 6" ❑,C, IS @ ❑R EXCEEDS 100 MPH) 3. PIER F❑❑TINGS BASED UPON 2000 PSF ALLOWABLE. S❑IL BEARING PRESSURE 7 AREA WIND❑AS WS FREE VENTILATI❑N R VENTS (INSTALLED AND BY OTHERS) EBE )L❑CATED�AIRED S TO VIDE RS ❑P FLOOR 4, CONCRETE C❑MPRESSIVE STRENGTH: 2500 PSI S CLOSE T❑ CORNERS AS POSSIBLE 5, M OR S TYPE MORTAR TO BE USED THESE PLANS HAVE BEEN EXTRACTED FROM APPROVE, Q N - 18 0 5 4 / J N - 8 3 8 5 0 / N Y LUILDING SYSTEMS FILED WITH THE STATE___J \ Ln r I�D u > Lo L O L,� co nnI � Q l � a � PLUMBING VENT THRU ROOF 3' MIN. VENT STACK NOTE, r l N VENT THRU ROOF DR YP FIRER—SE—E l—J CONNECTIDN TO BE Z NARREN COMPLETED IN FIELD ""�FELT r f BY BLDR/CONTRACTOR vmi ALI°SimM.+•u'a`>rs (1/ co fU __r AnnB�( w "O I"LYATEM.ATPLE 1 RML" �ohm O N WATER TIG CONTINUOUS RIDGE VENT AµPmuL Hsu WATER TIGHT— ��(END PLUGS AND CONNECTORS INCLUDED) R-se FEERRNER-1, INsT TR NOTE, f� wsunnw n N NAPm N <D, sue In i (1 I NO REDUCERS ALLOWED l lJ ON STACK WITHIN 12' _ /�B`,IPP E°Pcu)uErca r. OF UNDERSIDE OF ROOF IALL Ex'DED mn / -. ._ fT CONTINUOUS RIDGE VENT - �uvR - / \�—(END PLUGS AND CONNECTORS INCLUDED) STACK TO EXTEND 12' MIN. BELOW ROOF PLYwoB nLLEAW1m so" P LINE R ] i AND BE WATER IW \ "�-T ( FATE wEM«xcn \ MSLL FIBERGLASS TIGHT THRU ROOF UNIT TO UNIT CONNECTION a6"N� � � l/2' BOLTS WITH WASHERS AT 96' O.C. INSTALLED IN FIELD OR Y s�.z�LT ~ EL 1/2' LAGS AT 84' OC IN I Ef STALLED IN FIELD L q Od ST 5/8' GYPJ DBL. 2x4 f 5/8' GYPTOP PLATE f <1 /1 2x4 STUD Li SPF #2 AT "0 16. O.C. . J D Q N 1/2, GYP 2.6 OD 1/2' GYPS 2x6 I V � L 5/8'TLG DSB SUB-FLOOR i(- !-7( ` O ^1 2x4 BOTTOM PLATE \ G�ll� lC F^�I U 20 CL 9 12\zi0 JOISTS AT 16.O.L. O 1$T sroRr ro 2Nn $roanwl \l p : = J > 16d NAILS E _ O.C. //) S/8- GYP R-30 FIBERGLASS DBL. 2x4 INSULATION vITH 5/8' GYP O UNIT TO UNIT CONNECTION VAPOR HARRIER TOP PLATE 1/2' BULTS WITH FACING VARM SIDE '.'0 PERIMETERS Ll WASHERS AT 96' O.C. BY APEX HOMES / \ �\ INSTALLED IN FIELD OR \ -}\ O �/ 1/2' LAGS AT 84' [) 12x6 JOISTS AT 16'D.C. INSTALLED IN FIELD \_ rah� Q L/_ p �3,"•GYPSUM DR V O V J 1/2' Gyp--, (2):x6 TOP PLATE O Na- � 2x4 STUD co 1/2' GYP ^ SPF #2 AT '�I S 16' O.C. -/ S N O 2x4 BOTTOM PLATE 10 CONCRETE MASONRY UNITS BY APEX OR POURED CONCRETE WALLS B' BY OTHERS(12 COURSE) BY UNIT TO UNIT CONNECTION BULTS WITH LRLAFTLR.(MIN.DF PERIETE TOSIPLATE, WASHERS AT 48' O.C. 0 UINSTALLED IN FIELD DR 2x6 SruDQ Q 16dNA[LS a 6' O.C, 1/2' LAGS AT 42' DCPARGING COVERED INSTALLE➢ IN FIELD 2.6 BOTTOM P .SHEATHINGWITH BITUMINOUSCOAT BELOV 6.O.SB.GRA➢E 1/2'JOINT ION BASEMENT FE EFOU DN VALL 3/d'TLG OSB SUB-F JOINT pN-SITE BY BLDR.SEE FOUNDATION➢ETgILS4-PERFORATED DRAIN BASEMENT STAIRS ARE➢ESIGNED 2.10 JOISTS AT 16ARGON➢FOOTING RASE➢ON 12 COURSE BASFMENT VALLMIN 4'POUREDWITH FLOOR POURED ONTO FIGSco INR4 E2BR CONCRETE SLAB AS SHDWN.IT SHALL BE THE RESPONSIBILITYOF THE BUILDER TO INFORM APE%HOMES R-19 FIBERGLASS INS c /^1ISTONE BED IF THIS APPLICATION IS DEVIATED FROM. 3 1/2' DIA.PIPE COLUMN WITH VAPOR BARl UMINMUM 6 MIL,POLY VAPOR FOR BASEMENT FOUNDATIONS (ON-SITE BY OTHPRESSURE TREATED BARRIER OVER 4.2B STONE BED SILL PLATE �" InMIN.20'.1D'CONTINUOUS CONCRETE FDGTING BERGLASScu SEALER BLOCKALL FOOTINGS SHALL BEARCOURSE) ON SDUN➢,UNDISTURBED,VIRGIN EARTH AND SHALL BF INSTALLED CONCRETE FTG. PADS BELOW LOCAL FROST LINE PLANS FOR 3 SIZE AND LOCATIONS Q SEE J DESIGN HEARING CAPACITY 1/2-DIA,15'EMBEDMENT ANCHOR BOLTS r l z Q OF SOIL IS 20C PCI 12•MIN.FROM EACH CORNER AND ^V H B,I,O.C.MAX.THEkEAFTER.(MIN.OF O W TWO PER SILL PLATE) Q � W W W � Q � pF NEB °o 80R� �O w co w � `NN �\ko TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 165 OF THE NEW YORK STATE ///��� °892 ' 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM E➢UCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE ` �T A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS,APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER NO.MI168-2D22-015,MANUFACTURER'S NO,M1168,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN O MODIFIED IN qNV MANNER. AALLTERE D,THE ALTERING ENGINEER SHALL AFFI%BEARING THE SEAL F HIS SEAL N TOR IS IO Q AN 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED BY'FOLLOWED BY v V 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC Q Y 1 (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. / \p1 1 6, 2 0 2 4 A 10 i H ES S H E E PLANAV BEEN EXTRACTED FROM APPROVE, Ln T Q N — 18 0 5 4 / J N — 8 3 8 5 0 / N Y Ln LUILDING SYSTEMS FILED WITH THE STATE. J 1, PIPING SUPPORT, DWV 4'-0' ❑.C. VER, / 3'-0' D.C. HOP, r \ O 2. TEMPERATURE LIMITING DEVICE TO BE INSTALLED ON ALL I \ LAVATORIES, TUBS AND SHOWERS, CD 3, EACH FIXTURE SUPPLY RISER FITTED WITH SHUTOFF T \ / — CD VALVE 4, WATER LINE SIZED BASED ON 30 PSI AND 80' MAX V J LENGTH 5E USEVELOPED REMOVAB E TRAPS UNDER ALL SINKS TO SERVE AS CLEANOUTS n y f \ l U 6, ALL SUPPLY AND DRAIN LINES BELOW THE FLOOR ARE 3' VENT SUPPLIED AND INSTALLED ON SITE BY OTHERS THR 8, WATER HEATER PROVIDED AND INSTALLED ❑N-SITE BY r ROOFUGH OTHERS. WATER HEATER ➢ISCHARGE SHALL BE IN A 3" VENT dj Z > >1 a NON-HAZARDOUS LOCATION / / �THROUGHROOF E� L N 3• El SHOWER 2 wc, N 3 3 I tiI n iu wI WASHER Q SHOWE�I\I I WC al LAV T KIT, SINK NI ' WASHER FAN DRAIN 2 z I I\ I f/V J o LAV / I I N �SFwF O rzj n / R 2' DRAIN v / TO 1ST 2' DRAIN 0 l U iu FLR FLR1ST 3' DRAIN / �`I � / 2' DRAIN T❑ 1ST T❑ 1ST N FLR I / \ FLR \ / I / / \ \ 3/4 O q WC N \ Y N SHOWER / 3/4 \ C9 O 3/4 r cn ti 3• I \ I 1/2 / 3/4\ ~ Q' q ( IN / I � we 2' DRAIN 1/2 LAV / / 3/4I 3/4 SHOWER I / FROM 2ND I WASHER r \ FLR h LAWN v2� v2 / 3 I \I I SINW / W F— i 2" DRAIN > J uI I 3' DRAIN FROM 2ND �- 3 �I / FROM 2ND \ FLR Q / / I LIJ z z FORISTIN / T❑ 2ND FLR � \ <L C25 / I \ \ z�zWC (� � —� U N LAV I � CN I I SHOWER LAV I E] O \ \ I WC N I NI \ 1/2 /2 v2 / / KITCHEN SINK WASHER C~ ♦- 0 ~ 12 \ \ DW 1/2 _ LL N / \ / 4�/41 3/4 \ v2 j p LL / \ I SHOWER '" LAV I / < / 3/4\ LAV I WC 3/4CD \ i I/F3' DRAIN ROM 2NDFLRCOLD WATER SUPPLY / \ �- - HOT WATER SUPPLY \ \ 3/4 '�MM 1/2 I 3 4 wC \ U U Y I I I I I WASHER \ Q Q 1/2 T❑ 2ND FLR \ � T❑ 2ND FLR ICEMAKER INDICATES DRAIN 3/4 1-1> I 1/2 I 1/2 ��/2 Q\ \ - — — - INDICATES VENT — - INDICATES DWV PLUMBING ❑N-SITE BY OTHERS / - 3/4 I I 1 / / CIJ c r / / LAUNDR\ \ \ \ / \ I I I ALL DWV & SUPPLY LINES 3/ / SHOWER / SINK \ TO O�-SITE \ cd I BELOW THE FLOOR SHOWN ARE TU BE SIZED BY THE ON-SITE /3/4 1/2 3/4 1/ \ / WATER HEATER 0i I CONTRACTOR & APPROVED BY I / 1/2/pJ / LAV 1/2 THE LOCAL BUILDING INSPECTOR, — — — — < \ \ 3/4 I 1/2 W / 3/4 \ 3/4 \ 1/2 3/4 3/4 3/4 SHOWER \ / �] 1/24 1 / LLJ CL \ 3/4 1/2 WC /3/4 TO 2ND FLR 3/4 LAV 1/2\ I / / OF N / •�� O 3/4 /4 \ /4 1/2 \ / P,` I [� (mil 3/4 \ \ 1/2-� 1 / / ♦ �� O O W V �1 TUB LAV ( / �� �j Q,w \ 1/2 1/2 / / §w I2 \ 1/2 1/2 \ \ I 3/4 Aft 3/4 \ \ 3/4Is \ \ 3/4 \ \ / 3/4 A r E 3/4\ \ / / S/ O&V 2 , ` 'TO THE BEST O MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YGRK STATE / / 3 4 1.THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM EDUCATION TION DF A LICENSEDPERSON,UNLESS IONAL EACTING R UNDER ALTER \ A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BV DOS,APPLICATION THE DRAWINGS IN ANV WAY TO CHANGE THE STRUCTURAL DESIGN \ /4 3 4 '�OFES S 10�1P O NO.M116D-2022-075,MANUFACTURER'S NO.M1168,WHICH HAS NOT BEEN OR INTENT.IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS / MODIFIED IN ANY MANNER. \ ALTERED,THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2.THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION'ALTERED BY'FOLLOWED BY \ 5 OF NEW YGRK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC \ / A p r 165 2024 (ENERGY CODE)AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. \r � 11 QN - 18054 / JN - 83850 / NY o o'J � o w co Q I � CLJ W E:] 3 o �- Q o Q o CL CC) 0 0 Cd M M Q z � �' M CL J W LjJ z ATTACH RAIL TO TOP CHORD w/(1) 0.131x3" NAILS. ATTACH Q Q U U C _ J � � RAIL TO RAIL w/(1) 0,131x3" o o N NAILS, STRAP ACROSS RIDGE o 2: _ q Lo w/ SIMPS❑N CS20 STRAP AND Q o (1) 0,148x2 1/2" NAILS o m a LL_ QV) � wLL_ ATTACH RAIL TO TOP CHORD m � N w/(I) 0,131"x3" NAILS, ATTACH q o RAIL TO RAIL w/(1) 0,131"x3" NAILS. LAP SHEATHING ACROSS �� c� I co FLIP AND ATTACH EACH TRUSS CHORD w/(1) 0,131"x3" NAILS F � 12 2-12d v U I I I I 1 1 ATTACH STUD TO RAIL w/(2) 2x4 SPF #2 @ 16" ❑ . ,, 0,131"x3" NAILS ATTACH RAIL 5'-2" cJ- TO TOP CHORD w/(2) 0,131"x3" M oJ (4) 0,131"x3" NAILS 11� NAIL. STRAP STUD TO BOTTOM I I I 16„ CHORD w/SIMPS❑N CS20 STRAP !. �F N�vv q cv w/(2) 0,148"x2,5" NAILS co �Q' �P� ,L O c� LL STRAP ACROSS MARRIAGE LINE w/SIMPS❑N CS20 x A Ns Li v' STRAP w/(7) 16 f 0,131"x2,5" NAILS EACH ENDCu cu 0 ,Z , 0 „ 8 -0 89 3 4 1/2 4 -0 4 -0 FESS BOLT Apr 16, 2024 N� ' to 2x10 SPF #2 @ 16 ❑,C, o 10 (8) 0.131"x3" NAILS Rv=244# c Ru-6083# W W wS Ru 46# 9'-11 1/2" 9'-11 1/2" co 20'-0" q o NOTES: -CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE -FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0.131"x3" NAILS -BRACING MAY BE SUBSTITUTED WITH FULL-HEIGHT BLOCKING BETWEEN FRAMING MEMBERS OR CONTINUOUS SHEATHING -UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH H ALLOWABLE WIND SPEEDS, RESPECTIVELY QN - 18054 / JN - 83850 / NY ,� 0 F NFL o CD vy Bo 41 co co:) cu Q I ' ;u E:] 0 cu 0893 42 ''� Q w S 10``�� U coQ Apr 16, 2024 CD w 0 Cd N co V M z � 2o q Q >:: � J w L.dzz ATTACH RAIL TO TOP CHORD Q o _ w/(1) 0.131x3" NAILS, ATTACH Pq > o N � RAIL TO RAIL w/(1) 0.131x3" o = J qLn NAILS. STRAP ACROSS RIDGE w/ SIMPS❑N CS20 STRAP AND (1) 0,148x2 1/2" NAILS Q w L' ATTACH RAIL TO TOP CHORD q N = � o w/(1) 0131"x3" NAILS, ATTACH M RAIL TO RAIL w/(1) 0,131"x3" w NAILS, LAP SHEATHING ACROSS FLIP AND ATTACH EACH TRUSS `D CHORD w/(1) 0,131"x3" NAILS m u u I I I I ATTACH STUD TO RAIL w/(2) Q Q ATTACH STUD TO RAIL w/(2) 0,131"x3" NAILS. ATTACH RAIL 0,131"x3" NAILS, ATTACH RAIL TO TOP CHORD w/(2) 0,131"x3" m TO TOP CHORD w/(2) 0,131"x3" NAIL. STRAP STUD TO BOTTOM OU NAIL, STRAP STUD TO BOTTOM 11 CH❑RD w/SIMPS❑N CS20 STRAP o CHORD w/SIMPS❑N CS20 STRAP w/(3) 0,148"x2,5" NAILS q w/(3) 0,148"x2,5" NAILS 16-' 12 k 7 Ld m CU In' C o (2) #8x3" TOE SCREWS 5 X iv �� 1/2"0 4'-0// CU EN B❑LT IN r �� �cn CID 2x10 SPF #2 @ 16' ❑.C, o �Qro 10" Rv=543# 10" cr (4) 0,131"x3" NAILS Ru=-184# Is w�6� 14'-0„ , �'�' w w o NOTES: -CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE -FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0.131"x3" NAILS -BRACING MAY BE SUBSTITUTED WITH FULL-HEIGHT BLOCKING BETWEEN FRAMING MEMBERS OR CONTINUOUS SHEATHING -UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT n ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH H ALLOWABLE WIND SPEEDS, RESPECTIVELY I i QN - 18054 / JN-83850 / NY w a Lo CD wco C Q I � OF NFL, o \N BOED SS' COD `Y' m . �Li c o 089 3 4 2 ' cis o w N Al lD�P�. a cv � M M Apr 16, 2024 q � BOTTOM CHORD UNDER HIP SUPPORTS: ATTACH HIP BEAM HIP BEAM SUPPORTS: (2) 1,5"X9.25" LVL WITH (2) 2X6 SPF (4) 2X6 SPF #2 ATTACH HIP (BEAMS #2 SUPPORTS AND CS20 STRAP WITH AT PEAK WITH (8) Q TO SUPPORTS WITH (2) CS20 STRAPS J 0,131"X3" NAILS ^ (4) 0,131 X2,5 NAILS EACH END. WITH (4) 0.131 >>X2.5>> NAILS EACH END. w I TOED, ATTACH SUPPORT TO BOTTOM CHORDS �- Q WITH (2) LTS12 STRAPS. w z ~ > Q Q Jo oQ- P� 2� o N � o0 2 = J Ln V 0 w O w O � G.') D L, CD N rl_ 3 � M HIP BEAM CIO C/) 11 (4) 2X6 SPF #2 �' �' ' ' ' � Q Q 3'-10 5/8" MAY BE SPLICED. q RAFTERS IN THE HIP AREA 2X6 SPF #2 AT 16"OC. ATTACH RAFTERS TO HIP BEAM 2'4 1/16" WITH (4) 0,131"X3" NAILS Q, TOED, ATTACH RAFTERS TO co KNEEWALL AND KNEEWALL TO BOTTOM CHORD WITH SIMPSON z H2,5A, ATTACH RAFTERS TO 9 9/16" ENDWALL/SIDEWALL WITH c") 00 SIMPS❑N H2,5A OR (2) #8X3" L TOE SCREWS. AT SAVE ATTACH haw 4 HIP BEAM TO SUPPORT WITH co SIMPSON LTS12 W w OR (2) #8X3" TOE SCREWS 9� NOTES: -CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE -FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0.131"x3" NAILS -BRACING MAY BE SUBSTITUTED WITH FULL-HEIGHT BLOCKING BETWEEN FRAMING MEMBERS OR CONTINUOUS SHEATHING -UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT n ULTIMATE WIND SPEEDS ARE 729 MPH AND 154 MPH FOR 100 MPH AND 120 MPH (/�\ ALLOWABLE WIND SPEEDS, RESPECTIVELY I i QN -18054 / JN - 83850 / NY a > Ln CD - wco � Q � W OF NFL �Q- AQ,� pR �p o Li Q Q w CD 0 �89 34 2 ' k c%� o w N A'��FESS IONp�. a cu Apr 16, 2024 Q � �> cu J w Q D Lizz ALL RAFTERS AT PEAK ATTACH RAF TER TO RAIL WITH (3) � J L) N � 0,131"X3" NAILS TOED, o INTERC E,NNECT RAILS WITH (3) Q = o m 0,131"X3" NAILS PER BAY, USE (1) :D L CS20 STRAP ACROSS RIDGE WITH o � = � (3) 0,13 i'X2,5" NAILS EACH END. o q N rl 7'-2 1/4" cq 1 -4 1 -3 1/4 Q Q I I I 0 cu cu 4 SPF qcu cu VALLEY SET RAFTERS: `u _ 2x4 SPF #2 2X6 SPF #2 AT 16"11C J Q 2x4 SPF #2 w _ 2x4 SPF #2 0 2x4 SPF #2 V �w y RAFTER TO RAIL WITH (1) #8X3" TOE SCREW AND RAIL TO EACH INTERSECTING TRUSS WITH (1) #8X3" o ��� SCREWS, RAFTER TIE AT BOTTOM ET RAFTERS ATTACHED EACH END TO w c� h RAFTER WITH (3) 0.131"X3" NAILS, ww �N NOTES: —CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE —FASTEN BRACING TO EACH INTERSECTING •FRAMING MEMBER w/ (2) 0.131"x3" NAILS —BRACING MAY BE SUBSTITUTED WITH FULL—HEIGHT BLOCKING BETWEEN FRAMING MEMBERS OR CONTINUOUS SHEATHING —UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH AALLOWABLE WIND SPEEDS, RESPECTIVELY 12 , 3 i Aw•♦r"nvaoo • -ILIL - • FIFIF - 0 0 o • a LxTa"Tm.c.,�•'o��x1 • 14'-DLL 4'115/e" 4'115/B" O _ • • l � TYPICAL WINDOW OPENING PANE L. EQUAL OR SMALLER Lm�rn"wn•"uruiwTx Z-H THAN 4 FEET LV •xo 1 HH TYPICAL DOOR OPENING cam'+ CXWI45 HDU14SIMP 0N HDU10N Q PANEL SPAN GREATER THAN 4 FEET EGRESS-- - AND EQUAL ORSMALLER iat*::w wm,s*awrsss.rx ra Z � - THAN 6FEET u or�urseraoc v E"rp1 Mom'"' w o^ B'THICK CONCRETE F c� ° ■• _.... ..... .. ... ° a� WINDOW WELL < O V .. .. ............--.. aT TYPICAL MULTIPLE OPENINGS. rac Z HORIZONTAL PROTECTION Oe IDKK) ZD p p A a -p p ZD PANEL SPAN GREATER THAN 6 FEET er.® — -—- •— �_2 • �_ t- AND EQUAL OR SMALLER d6 REBAR w M �"�` ° N ; rn WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL TaNBFEET — 012OC 6"± AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING ! • O n WE NE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 711V •� •E AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN OFE-AND TWO-STORY MLD04GS.PANELS SHALL BE PRECUT TO E �+ COVER GAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.CREFER TO SECTION 1609.1.4,I609.6.S AND TABLE 1609.IA O°N.Y.S.REST)WML Z 0 a b Q a CONSTRUCTION CDDE).THIS IS NOT A SUBSTITUTION FOR DMGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APMlCWZ •� m REMOVABLE STEEL(GRATE ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DDORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. • �' ♦ n �` O HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. LADDER N 4 3' � d5 0.EBAR O•• PROTECTION ®tz^oc •e aia•ma» v "ADJUST FOR URGER WINDOWS (ORI DE0. EGRESS WINDOW (WINDOW SHALL BE ABLE TO 81080, O•! (PER CODE) OPEN FULLY) Z - ° o O••JE WINDOW WELLS TO BE COVERED WITH STEEL GRATE. °COVERSSHALLBEREMOVABLE FROM INSIDE WITHOUT °USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. , a"�. l 4BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO min.6'DEEMORE THAN 44INCHES ABOVE FINISHED FLOOR HEIGHT. ADS DRAI 44'mAY. O UDDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER O THAN 44 INCHES AND SHALL PROJECT NO MORE THAN 21 01 61NCHES INTO THE WELL UDDER TO BE PERMANENTLY FIXED TO WALL OF WELL AND HAVE A RUNG SPACE OF N NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O OF WELL • ° WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF 36'X 36-AND SHALL BE ADJUSTED IN SIZE FOR LARGER '° .• Q' , OPENINGS AS REQUIRED. 2X6 PRESSURE TREATED SILL PLATE °° > ' OVER COPPER COATED TRERMITE EGRESS WELL DETA\IL o SHIELD AND SILL SEAL(TYPICAL) SCALE: NOT TO SCALE e o� 5/8"dia.ANCHOR BOLTS =4'6R :� ° ° o W/3X3 SQUARE WASHER 8 6'-5" 17 2 5/16" °° B AND NUT O BE 6POC UNLESS I i:SLOPF GRA ROM BLDGWA S'411/16" g'1p^ ).SPACING .......... ........--I : e Y OTHERWISE NOTED AND - - 2-4". ' ........ _ _ _ _ _ _ c 1'/2 � � r3j 1S•7 ML GII)6�R uj WITHIN 1'OF CORNERS j ! j i �' IT, IMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON OR(4) 10 DC) G FIR II ' --- : .._..-- i--- -- � V ._.__._.! .._._......... I ._. nTHD14 --ST}{D74R) - STHD74RJ ._ __.__ -. _ .. STHDI4R) .................__.STWDI4RYSTHD14R1 __=2 2] =o AND INTERSECTIONS(TYP) I.__._.._.. I --, --- a a. P- B" P- CLEAN FILL#4 BAR @24.00 VERTICLE(60 ksi) W 17H 3LL 16'��� ®za"oc G i.............. I I.j... i i.......... ° 0 o' t n (4)#4 BAR --( I -- --! j ----� -- Z �� HORIZONTAL(60 ksi) n 8"POURED CONCRETE °4 3'x3'xB"FOOTINGLo WALL(3500psi) w/N4 BOYPICCAL)« Z Z DAMPPROOF TO CODE ------- ------- - -i f W Cfl (---_-_AL SPLICES MUST PALL-_---- , !WITH A BITUMINOUS o i OV�RLALLYICOLIIA•1N5 j - I --- J X COATING(TYPICAL) o �(� O CO T-== ______ - -- ---------]---»-_-]----- --2--- ---2-----__-°---F---L---------0====i====='===�L-==0=====______ ---------------T a v/ �= _ 3 9 1/2 ML GIR ER i ' I ........( i .................i .....__ j.. - --OR14)2XIO DOUG FIR -----' " 0 _ _ _ ___ __i___. __�.____. O L �� _............... 1- -_ I -- - i BASEMENT I •° : O � r STAIR cn 30"DOWEL , I I — AREA c0 U) ^ O i °4 i I ' LL (TYP) _ o I o - W (n - - - ---! - i o LL 1/2"EXPANSION O il '._. : .... .......... I ° L. JOINT G I - _ L — — J X4 KEYWAY-- 11'-5'fi" 10'-9'h" 10'-9'/z" 11'-51h" 2 G 4"CONC.SLAB', __. B TT ESS . - - t i B ° j i I "PC WALL .a .4 r r .4 (PEE .9 P r .0 P - ..4. r COMPACTED _...._..._j i °4 i ! c�rN DETAIL) p _A ! --- CLEAN FILL !—_; I.__.. —._--, ji I — . D14RJ - 16" a SIMPSON- < - ' � I � ' 4'-8 7/ srH O .._........... ! ....__.... ... #4 REBAR -..:. ............... 1.PERIMETER RAIL ATTACH TO SILL WITH 16d NAILS®V OC DRAWN BY: IF 2.PIER FOOTING.BASED UPON 20D0 psf ALLOWABLE SOIL BEARING PRESSURE 3.CONCRETE COMPRESSIVE STRENGTH 3000 psi 4 22 2024 FOUNDATION WALL DETAIL FOUNDATION PLAN 4.M OR S TYPE MORTAR TO BE USED W;V�14, _ 5.MAX ANCHOR BOLT SPACING 3'-O"OC MAX IN AREAS SCALE: 3/4 1-0 n _ T n WHERE WIND VELOCITY IS OR EXCEEDS 130 mph { %( SCALE: 1/4 1-O 6.WINDOWS OR VENTS(INSTALLED BY OTHERS)ARE REQUIRED ) Auk 1%"W 't SCALE: SEE PLAN TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION 'y A +w� •si AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE K #1 111 SHEET NO: o