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49873-Z
�O�OF SOUj Town of Southold * * P.O. Box 1179 53095 Main Rd Cuuarr Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46745 Date: 12/22/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 285 Sandy Beach Rd Greenport, NY 11944 Sec/Block/Lot: 43.4-2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/29/2023 Pursuant to which Building Permit No. 49873 and dated: 10/11/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Modular single-family dwelling with an unfinished basement, covered front porch, and an attached garage with a 2nd floor deck above as applied for. The certificate is issued to: Arthur Smith, Mary Ellen Smith Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0581 3/28/2025 ELECTRICAL CERTIFICATE: 49873 11/06/2025 PLUMBERS CERTIFICATION: Raymond Macoroni 12/08/2025 Aut rite Si atu e I ��afsa„Tyo TOWN OF SOUTHOLD BUILDING DEPARTMENT ' SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49873 Date: 10/11/2023 Permission is hereby granted to: Renewal Date: 12/22/2025 Arthur J Smith 225 Birchwood Ave Unit 310 Cranford, NJ 07016 To: Construct new single family dwelling as applied for,with SCHD approval. Premises Located at: 285 Sandy Beach Rd, Greenport, NY 11944 SCTM#43.-4-2 Pursuant to application dated 08/29/2023 and approved by the Building Inspector. To expire on 12/22/2027. Contractors: Fees: Renewal Fee $987.50 otal $987.50 B Uding ffs-pector O�g�fFdi�� TOWN OF SOUTHOLD BUILDING DEPARTMENT g ' TOWN CLERK'S OFFICE "o • SOUTHOLD, NY AV 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 #: 49873 Date: 10/11/2023 Permission is hereby granted to: Grafas, Larry 20 E Willow St Millburn, NJ 07041 To: Construct new single family dwelling as applied for, with SCHD approval. At premises located at: 285 Sandy Beach Rd, Greenport SCTM # 473889 Sec/Block/Lot#43.-4-2 Pursuant to application dated 8/29/2023 and approved by the Building Inspector. To expire on 4111/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,824.00 CO-NEW DWELLING $50.00 Total: $1,874.00 Building Inspector SO(/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'O �yr4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Larry Grafas Address: 285 Sandy Beach Rd City: Greenport St: NY Zip: 11944 Building Permit#: 49873 Section: 43 Block: 4 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: VanBinsBergen Electric License No: 2783ME SITE DETAILS Office Use Only Indoor F, Basement R—F Service I✓ Solar r, Outdoor P-1 1 1 st Floor 1- Pool F Spa F Renovation r 2nd Floor F Hot Tub r Generator F Survey Attic r Garage Battery Storage 1- INVENTORY Service 1 ph fv Heat Duplec Recpt Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph r Hot Water Gas GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan . Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Other Equipment: 200A Metermain, 200A Panel 40 Circuit/ 39 Used Notes: Basement, HVAC & Service of Modular Home Inspector Signature: X Date: November 6, 2025 Sean Devlin Electrical Inspector sean.devlin(&_town.southold.ny.us 285Sa ndyBeachMod u lar t, E01/(C0 Town Hall Annex �� ,Feea Telephone(631)765-1802 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 ev t BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: C E Ceu pa- Building Permit No. Q�Q1 Owner: k a m a �J k).'M (Please print) Plumber: QaLkWOO kAA UW W l (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 day of Oc%-41 20 1 JONATHAN S Notary Public,State off New York No. 01 SI6193382 Qualified in New York County z C Notary Public, , 'j`br� County Commission Expires Sept. 15,20t9- 1 OF soUTy� 3 # * TOWN OF SOUTHOLD BUILDING DEPT. courm��' 631-765-1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: c�►t-� �� as fez= Ca 5 v �n �h.Ce �r2e� o►'l., DATE INSPECTOR �— Of SOUTyOIo * TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ►rFOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0K 6a =► 1 DATE INSPECTOR OF SOUTho� * TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �i� ��- S-�2 I e-40 V1 d 4o �eise. DATE o7 aa- INSPECTOR ho�aOF 50UTyp� TOWN OF SOUTHOLD BUILDING DEPT. roum N�',o 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL tEMARKS: L I A � � La m 00 pick bTlcos�) i t Td r, v a f Q' l AA? lade t ti eel r/q )mjc o M&J� t r- Ao4- a f�1 '0000\ lU �-o vcit� DATE j INSPECTOR '�. OF SOblyOlo � C� / # TOUN SOUTHOLD BUILDINiD 2 cou 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) LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]. R NTAL REMARKS: goc�! z Ci DATE INSPECTOR OF SOGTyOlo TOWN OF SOUTHOLD .BUILDING DEPT. IOU � 631-765-1802 �-� INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] - FOUNDATION 2ND - [ rFINAL ULATION/CAULKING FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE---RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ [ ] RENTAL - REMARKS: I VR� t DATE I INSPECTOR Nu- 7+ec6 EneT Solutions, Co. Phone: (570)490-3928 Fax: (504)617-6682 Email:pete(oDtals-fishing.com DATE: 2/28/2025 TEST#02282025D1 2020 NYECCC Duct Leakage Testing Compliance Letter l r rN!- i' 285 SANDY BEACH RD GREENPORT, NY _ Conditioned floor area(cfa): 1,333 sgft F Test(s)Performed: Total Duct Leakage Test Configuration: FINAL Construction with air handler Tested CFM,s = 35 Tested CFM25/100 sgft of cfa = 2.65 Allowed CFM?s <=53.32 Allowed CFM25/100 sgft of cfa <=4.0 Better than code by: 35% Result: PASS 2015 IECC Maximum allowable duct leakage per 100 soft of conditional area... Post Construction Test: 4cfm total leakage Rough-in Test: 4cfm total leakage with air handler or 3cfm total leakage without air handler. Signature confirms the validi of the above test results. Attention Building Inspectors: �J Please do not hesitate to call to Pete Vargo confirm that this test was RESNET Certified HERS Rater#2344429 completed by a certified, third BPI-DOE QCI Certified Professional(Quality Control Inspector) BPI Multi-Family Building Analyst Certified Professional party, independent, professional BPI Certified Energy AuditorBPI Certified Building Analyst and to verify TEST#and results. (570) 490-3928 —Pete Vargo Envelope Leakage Test Testing Company: Technician: THE ENERGY CONSERVATORY Name: Integrity Home Energy Assessments Name: David Maschke Address: 68 N Paquatuck Avenue Credentials: RESNET RID#2430490 East Moriches, NY 11940 Email: maschked@gmail.com Phone: 631-553-1016 Building Information: Customer Information: Project ID: 285 Sandy Beach Road Name: Address: Address: Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2.83 ACH50 Leakage Target: 3.00 ACH50 Compliance with akage arget: Pass Test ID: 001 �f Purpose of Test: NY Detached Measured CFM50: 1,455.0 (+/-1.4%) Effective Leakage Area: 83.9 in Building Volume: 30,814.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 123.2(+/-28.9%) Exponent(n): 0.631 (+/-0.075) Correlation Coefficient: 0.99792 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 63 OF Post Indoor Temp: 63 OF Pre Outdoor Temp: 70 OF Post Outdoor Temp: 70 OF Altitude: 12.0 ft Time Average Period: 10 seconds Test Date and Time: 2025-04-2412:44:10 2000— Depressurize E w pp rn 800 Y 700 i 600 J 500 'v 400 m 300 ; ! i 200 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target(Pa) Bldg(Pa) Adj Bldg(Pa), Fan (Pa) Flow (cfm), Config Baseline 0.1 -60.0 -59.4 -59.5 -80.1 1,611.5 Ring A -54.0 -54.1 -54.2 -69.6 1,504.4 Ring A -48.0 -48.1 -48.2 -62.5 1,427.8 Ring A -42.0 -42.0 -42.1 -51.3 1,296.3 Ring A -36.0 -35.7 -35.8 -41.2 1,165.3 Ring A Baseline 0.2 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 1848 Calibration Date: 2025-01-28 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.2 (3), ©2025 The Energy Conservatory, Inc. Page 2 of 2 a -# - Manual S Compliance Report Job: 4301 yrightsoft . Date: 06125/2023 Bmnt/main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hva"esign.com Project • • For: Arthur Smith Residence,Vesta Development 285 Sandy Beach Road, Greenport, NY Email:js@vestadevelopmentgroup.com Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 16503 Btuh Entering coil DB: 75.0°F Outdoor design WB: 73.4°F Latent gain: 3065 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 19569 Btuh Indoor RH: 50% Estimated airflow: 767 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model: ASX160241 F+CAPF3636B6D+TXV Actual airflow: 767 cfm Sensible capacity: 17940 Btuh 109%of load Latent capacity: 5060 Btuh 165%of load Total capacity: 23000 Btuh 118%of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 10.6'F Heat loss: 31159 Btuh Entering coil DB: 72.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Amana Model: AMEC960403BNA Actual airflow: 767 cfm Output capacity: 38000 Btuh 122%of load Temp.rise: 50 °F Meets all requirements of ACCA Manual S. A_ g- wwp, htsof„ 2023-Jun-2621:04:21 , � ..,a. .__; RightSuite®Universal202222.0.04 RSU12322 Page AM ..PC10esktopOesign files\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W Manual S Compliance Report Job: 4301 - ° wrightsoft p p Date: 06/25/2023 Upper system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: Arthur Smith Residence,Vesta Development 285 Sandy Beach Road, Greenport, NY Email:js@vestadevelopmentgroup.com Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 11560 Btuh Entering coil DB: 77.5°F Outdoor design WB: 73.4°F Latent gain: 2373 Btuh Entering coil WB: 63XF Indoor design DB: 75.O'F Total gain: 13933 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model: ASX160181 F+CHPF3636B6C+TXV Actual airflow: 600 cfm Sensible capacity: 12180 Btuh 105%of load Latent capacity: 5220 Btuh 220%of load Total capacity: 17400 Btuh 125%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 16645 Btuh Entering coil DB: 69.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Amana Model: AMEC960403BNA Actual airflow: 600 cfm Output capacity: 38000 Btuh 228%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsofr 2023-Jun-26 21:04:21 RightSuite®Universal202222.0.04 RSU12322 Page 2 ...PC\Desktop\Design files\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W 9 'b L. Duct System SummaryJob: 4301 " + 111/r19iE®t e a Date: 06/25/2023 Bmnt/main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-3005118 Web:www.perfect-home-hvac-design.com Project • • For: Arthur Smith Residence,Vesta Development 285 Sandy Beach Road, Greenport, NY Email:js@vestadevelopmentgroup.com Heating Cooling External static pressure 0.53 in H2O 0.53 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.19 in H2O . 0.19 in H2O Supply/return available pressure 0.106/0.084 in H2O 0.106/0.084 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual air flow 767 cfm 767 cfm Total effective length(TEL) 314 ft Supply Branch - Table Design Htg C[g Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln(ft) Ln (ft) Trunk Bath 1 C 792 16 37 0.061 6.0 Ox 0 ShMt 26.0 95.0 st2 Bath 4 C 843 23 39 0.061 6.0 Ox 0 ShMt 47.0 100.0 st2A Bed 1 C 1374 62 64 0.061 6.0 Ox 0 ShMt 17.0 110.0 st2 Family/dining C 2029 72 94 0.061 6.0 Ox 0 ShMt 33.0 125.0 st2A Family/dining-A C 2029 72 94 0.061 6.0 Ox 0 ShMt 14.5 105.0 st2 Kitchen c 1690 36 79 0.061 6.0 Ox0 ShMt 43.5 110.0 st2A Laundry c 467 6 22 0.061 6.0 Ox0 ShMt 47.5 120.0 st2B Living c 2539 77 118 0.061 7.0 Ox0 ShMt 33.5 90.0 st2 Living-A c 2539 77 118 0.061 7.0 Ox0 ShMt 42.5 120.0 st2A Unfin bsmnt h 4117 101 32 0.061 6.0 Ox 0 ShMt 22.5 100.0 st2 Unfin bsmnt-A h 4117 101 32 0.061 6.0 Ox 0 ShMt 41.5 115.0 st2A Unfin bsmnt-B h 4117 101 32 0.061 6.0 Ox 0 ShMt 33.5 80.0 st2 pantry h 914 23 7 0.061 6.0 Ox 0 ShMt 45.5 130.0 st2B SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 767 767 0.061 657 13.8 8 x 21 ShtMetl st2A Peak AVF 338 391 0.061 502 10.7 14 x 8 ShtMetl st2 st2B Peak AVF 28 29 0.061 65 4.0 8 x 8 ShtMetl st2A -� wrJ_ght6gOf " 2023-Jun-26 21:00:36 Rig ht-Suite®Universal 2022 22.0.04 RSU12322 Pagel ...PC\Desktop\Design files\Vesta-Arthur Smith.rup Cale=MJ8 Front Door faces: W TableReturn Branch-Deta-il 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) Mat[ Trunk rb6 Ox 0 304 95 138.0 0.061 304 9.8 12.00x12 10x29 SJSp rt2A rb7 Ox 0 36 79 95.5 0.088 135 5.5 14.00x6 10x17 SJSp rt2 rb8 Ox 0 205 304 132.5 0.063 243 9.7 30.00x6 10x36 SJSp rt2A rb1 Ox0 222 289 104.0 0.080 231 9.0 6.00x30 10x36 SJSp rt2- Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt2A Peak AVF 509' 399 0.061 655 11.8 14 x 8 ShtMetl rt2 rt2 Peak AVF 767 767 0.061 575 13.8 24 x 8 ShtMetl WE`I'� 1D " 2023-Jun-26 21:00:36 t ,,,,�• Right-SuiteC�Universa1202222.0.04RSU12322 Paget Am ...PC\Desktop\Design files\Vesta-Arthur Smith.rup Cale=MJ8 Front Door faces: W 3 -t Duct System Summary Job: 4301 Wr ights@ y Date: 06/25/2023 Upper system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: Arthur Smith Residence,Vesta Development 285 Sandy Beach Road, Greenport, NY Email:js@vestadevelopmentgroup.com Heating Cooling External static pressure 0.55 in H2O 0.55 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.124/0.086 in H2O 0.124/0.086 in H2O Lowest friction rate 0.060 in/100ft 0.060 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 368 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath 2 h 875 32 21 0.060 6.0 Ox 0 VIFx 28.7 145.0 st3A Bath 3 h 916 33 22 0.060 6.0 Ox 0 VIFx 9.3 60.0 stl Bed 2 c 1673 81 87 0.060 6.0 Ox 0 VIFx 35.4 110.0 st3 Bed 2-A c 1673 81 87 0.060 6.0 Ox 0 VIFx 37.0 180.0 st3A Bed 3 h 2261 81 79 0.060 6.0 Ox 0 VIFX 13.8 70.0 st4 Bed 3-A h 2261 81 79 0.060 6.0 Ox 0 VIFx 20.5 90.0 st4 Bed 4 C 1283 65 67 0.060 6.0 Ox 0 VI Fx 33.7 160.0 st3A Bed 4-A C 1283 65 67 0.060 6.0 Ox 0 VIFx 26.2 90.0 st3 WIC c 1359 64 71 0.060 6.0 Ox 0 VIFx 31.9 120.0 st4 we C 399 17 21 0.060 6.0 Ox 0 VIFx 16.6 75.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material .Trunk st3 Peak AVF 340 349 0.060 444 12.0 0 x 0 VinlFlx stl st3A Peak AVF 178 174 0.060 509 8.0 0 x 0 VinlFlx st3 st4 Peak AVF 227 229 0.060 519 9.0 0 x 0 VinlFlx stl stl Peak AVF 600 600 0.060 242 15.4 17 x 21 VinlFlx 1 wrightl:Sro� 2023Jun-Jun 21:00:36 . m 4a RightSuite®U niversal 2022 22.0.04 RSU12322 Page 3 / C ...PC\Desktop\Design files\Vesta-Arthur Smith.rup Cale=MJ8 Front Door faces: W Return Branch Detail Table- Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) R FIR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 163 166 84.5 0.102 622 7.0 Ox 0 VIFx rt3 rb3 Ox 0 145 150 109.5 0.079 561 7.0 Ox 0 VIFx rt3 rb4 Ox 0 161 154 151.1 0.057 462 8.0 Ox 0 VIFx rt4 rb2 Ox 0 131 130 111.5 0.077 375 8.0 Ox 0 VIFx rt4 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 308 316 0.079 580 10.0 0 x 0 VInIFIX rt1 rt4 Peak AVF 292 284 0.057 372 12.0 0 x 0 VinlFlx rt1 rt1 Peak AVF 600 600 0.057 242 15.4 17 x 21 VinlFlx wr`lghtsofv 2023-Jun-26 21:00:36 RightSuiteG Universal 202222.0.04RSU12322 Page / + ...PC\Desktop\Design files\Vesta-Arthur Smith.rup Cale=MJ8 Front Door faces: W Load Short Form 06/2 Job: �/j'jghtg�y'ft" Date: 06125/2023 Bmntlmain system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: Arthur Smith Residence,Vesta Development 285 Sandy Beach Road, Greenport, NY Email:js@vestadevelopmentgmup.com Design Information Htg Clg Infiltration Outside db (*F) 11 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD('F) 61 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 51 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Amana Trade AMANA Trade AMANA Model AMEC960403BNA Cond ASX160241 F AHRI ref 10515342 Coil CAPF3636B6D+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 17940 Btuh Heating output 38000 Btuh Latent cooling 5060 Btuh Temperature rise 45 'F Total cooling 23000 Btuh Actual air flow 767 cfm Actual air flow 767 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.53 in H2O Static pressure 0.53 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) Family/dining 442 5865 4057 144 189 pantry 78 914 150 23 7 Kitchen 171 1448 1690 36 79 Bed 1 159 2515 1374 62 64 Bath 1 67 648 792 16 37 Living 288 6231 5079 153 236 Bath 4 46 952 843 23 39 Laundry 42 233 467 6 22 Unfin bsmnt 1291 12352 2050 304 95 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. uV ightsoft, 2023-Jun-26 21:11:32 Rig htSuite®Universal202222.0.04RSU12322 Page 1 , ti ...files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W Bmnt/main system 2581 31159 16503 767 767 Other equip loads 0 0 Equip. @ 0.93 RSM 15414 Latent cooling 3065 TOTALS I 2581 I 31159 I 18479 l 767 I 767 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti lHik"1g1fItsoft, 2023-Jun-2621:11:32 —... Rig htSuite®Universal202222.0.04RSU12322 Paget ...files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W g Load Short Form Job: 4301 iIU1'J htSQftQ Date: 06/25/2023 Upper system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: Arthur Smith Residence,Vesta Development 285 Sandy Beach Road, Greenport, NY Email:js@vestadevelopmentgroup.com Design Information Htg Clg Infiltration Outside db (°F) 11 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 51 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Amana Trade AMANA Trade AMANA Model AMEC960403BNA Cond ASX160181 F AHRI ref 10515342 Coil CHPF3636B6C+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12180 Btuh Heating output 38000 Btuh Latent cooling 5220 Btuh Temperature rise 58 °F Total cooling 17400 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.55 in H2O Static pressure 0.55 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bed 2 243 4502 3347 162 174 Bed 3 197 4521 3057 163 159 WIC 88 1774 1359 64 71 Bath 3 140 916 427 33 22 Hall 98 0 0 0 0 we 16 459 399 17 21 Bath 2 78 875 405 32 21 Bed 4 162 3597 2566 130 133 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4I1_ weig hts 2023ti1un-2621:11:32 ofv Right-Suite@ Universal 2022 22.0.04 RSU12322 Page ...files\Vesta-Arthur SmithWesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W Upper system 1021 16645 11560 600 600 Other equip loads 0 0 Equip. @ 0.93 RSM 10797 Latent cooling 2373 TOTALS I 1021 I 16645 t 13170 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. VIfB'lg� l�tff 2023-Jun-26 21:11:32 " Right-Suite®Universal 202222.0.04 RSU12322 Page ...files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Cale=MJ8 Front Door faces: W Project Summary Job: 4301 wrightsoft- Date: 06/25/2023 Bmnt/main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-3005118 Web:www.perfect-home-hvac-design.com Project • • For: Arthur Smith Residence,Vesta Development 285 Sandy Beach Road, Greenport, NY Email:js@vestadevelopmentgroup.com Notes: Design Information Weather: Greenport, NY, US Winter Design Conditions Summer Design Conditions Outside db 11 °F Outside db 88 °F Inside db 72 °F Inside db 75 °F Design TD 61 °F Design TD 13 °F Daily range L Relative humidity 50 % Moisture difference 36 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 31159 Btuh Structure 16503 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31159 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 15414 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3065 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 2581 2581 Equipment latent load 3065 Btuh Volume(ff) 27693 27693 Air changes/hour 0.16 0.07 Equipment Total Load(Sen+Lat) 18479 Btuh Equiv.AVF(cfm) 72 31 Req.total capacity at 0.78 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA Trade AMANA Model AMEC960403BNA Cond ASX160241 F AHRI ref 10515342 Coil CAPF3636B6D+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 17940 Btuh Heating output 38000 Btuh Latent cooling 5060 Btuh Temperature rise 45 °F Total cooling 23000 Btuh Actual air flow 767 cfm Actual air flow 767 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.53 in H2O Static pressure 0.53 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 7tv gl is®fft 2023-Jun-26 21:11:32 Rig htSuite®U niversal 2022 22.0.04 RSU12322 Pagel ACC ...files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W -�- Project Summary Job: 4301 -1� 11'll>rlght's6f�° •7 Date: 06/25/2023 Upper system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Proect Information For: Arthur Smith Residence,Vesta Development 285 Sandy Beach Road, Greenport, NY Email:js@vestadevelopmentgroup.com Notes: Design Information Weather: Greenport, NY, US Winter Design Conditions Summer Design Conditions Outside db 11 °F Outside db 88 °F Inside db 72 °F Inside db 75 °F Design TD 61 °F Design TD 13 °F Daily range L Relative humidity 50 % Moisture difference 36 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12164 Btuh Structure 7708 Btuh Ducts 4482 Btuh Ducts 3852 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16645 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 10797 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1590 Btuh Ducts 783 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftz) 1021 1021 Equipment latent load 2373 Btuh Volume(ftP) 8164 8164 Air changes/hour 0.19 0.08 Equipment Total Load(Sen+Lat) 13170 Btuh Equiv.AVF(cfm) 26 11 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA Trade AMANA Model AMEC960403BNA Cond ASX160181 F AHRI ref 10515342 Coil CHPF3636B6C+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12180 Btuh Heating output 38000 Btuh Latent cooling 5220 Btuh Temperature rise 58 °F Total cooling 17400 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.55 in H2O Static pressure 0.55 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. we-igltiot 2023-Jun-2621:11:32 w• . - - Rig htSu ite®Universal 2022 22.0.04 RSU 12322 Page 2 ...files\Vesta-Arthur SmithWesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W 9- wrightsoft° RighW@ Worksheet Job:Date: 06/2 06/25/2023 Bmnt/main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Bmnt/main system Family/dining 2 Exposed wall 294.0 ft 44.0 ft 3 Room height 10.7 ft 9.0 ft heat/cool 4 Room dimensions 28.5 x 15.5 ft 5 Room area 2581.0 ft' 441.8 ft' T Construction U-value Or HTM Area ft2 Load Area ft2 Load Y I I ( ) I ( ) number (Btuhlft'-°F (Btuh/fY) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 12F-0sw 0.065 n 3.99 1.05 261 212 845 222 140 107 429 113 2 glazing,clr low-e 0350 n 21.49. 10.65 49 0 1061 526 32 0 689 342 W Bg wall,light dry s 0.088 n 5.40 1.01 261 261 1410 _ 263 0 0 - _ _ 0 0 1� 12F-0sw 0.065 a 3.99 1.05 401 292 1163 306 257 160 637 167 11 'r-G 2 glazing,clr low-e 0.350 a 21.49 33.88 45 0 967 1525 33 0 709 1118 C glass door,2 glazin. 0.350 a 21.49 , _ 33.88 64 0 1375 2169 - 64 0 1375 2169 W Bo wall.licht dry s,. 0.088 a 5.40 1.01 _ 401 401 ,,2164 404 _ - 0 0 0 0 VII 12F-0sw 0.065 s 3.99 1.05 104 104 413 109 0 0 0 0 I-.G glass-door,2 glazin 0.350-,s 0.00.- 0.00 .. 0 ...0 0 - .0 ._ 0 .0 0 0 Bg wall,,light dry s- 0.088 s 5.40 _ 1.01 261 --.. 261 1410 _ 263 _- _0 -0 0 -0 w 12F-0sw 0.065 w 3.99 1.05 721 584 2329 613 0 0 0 0 G 2 glazing,clrlow-e 0.350 w 21.49 33.88 112 0 2414 3806 0 0 0 0 11D0 0.390 w 23.95 10.67 25 25 591 263 0 0 0 0 W_.- _ Bo wall.Iicht dry s 0.088_w 5.40 __- 1.01 401 401 2164. 404 0 0 _0 0 P 12F-0sw._ 0.065 3.99 0.57 158 158 629 90 0 . 0 _ 0 0 C 1613-38ad 0.026 1.60 _ 1.32 270 270 431 _ 357 _0 0- 0 0 F 21A-321: 0.020 ., 1.23 _ 0.00 1291 1291 _ 1585 0 .._ 0. 0 . - 0 0 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 0 -209 Envelope loss/gain 20951 11318 3839 3700 12 a) Infiltration 4826 451 681 64 b) Room ventilation 5382 1175 1346 294 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3100 0 Subtotal(lines 6 to 13) 31159 16503 5865 4057 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 31159 16503 5865 4057 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load I I I 311591 16,1031 I I 58651 4057I Air required(cfm) 767 767 144 189 Calculations aDDroyed by ACCA to meet all requirements of Manual J 8th Ed. 4W ygfty of L- 2023-Jun-26 21:11:32 RightSuite@Universal202222.0.04RSU12322 Page ...files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W 4301 '9 -wrightsoft� Right-J® Worksheet Job:Date: 06/2 2023 Bmnt/main system Dana Morley By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name pantry Kitchen 2 Exposed wall 20.5 ft 11.0 ft 3 Room height 9.0 ft heaUcool 9.0 ft heat/cool 4 Room dimensions 6.0 x 15.5 ft 11.0 x 15.5 ft 5 Room area 77.5 ft' 170.5 ft' Ty Construction U-value Or HTM Area ft' Load Area ft' Load number (Btuh/ft-'F (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross 11 N/P/S Heat Cool -- -- - - - - 6 Y� 12F-0sw 0.065 n 3.99 1.05 0 0 0 0 0 0 0 0 2 glazing,clrlow-e _ _ _. .. .0.350 _n 21.49 10.65.. 0 0 _ 0 0 0 0 . . . 0 0 W Bg wall,light dry s _ 0.088 n 5.40 1.01 0 0 0 0 0 0 0 0 12F-0sw 0.065 a 3.99 1.05 45 45 180 47 99 87 347 91 11 2 glazing,clr low-e 0.350 a 21.49 33.88. 0 0 0 0 12 0 258 407 III/�G glass door,.2.glazin- ..0.350 _ e 21.49 33.88 0 0 0 ._ .0 0 0. 0 0 W Bo wall,light dry s 0.088 -e 5.40 1.01 0 - - 0. - 0 -. .0 - 0 0 0 0 VN 12F-0sw " 0.065 s 3.99 1.06 59 59 233 61 0 0 0 0 � .. G glass door,2 glazin 0.350_ s -0.00 -. .0.00. 0 0 _.0 - 0 0 _0 0.. 0 W Bg wall,light dry s--_- 0,088- s - 5.40 1.01 0 0 0 _._ 0 ._ 0 .. _�... _. .0. ... _ _ 0 12F-0sw 0.065 w 3.99 1:05 0 6 0 0 0 0 0 0 2 glazing,clr low-e 0.350 w 21.49 33.88 0 0 0 0 0 0 0 0 ��-:DD 11130 --- : 0.390 w- 23.95 --10.67 0 _� -.._ .. :R __ 0 .0 0 _ 9 0 W_ Ba wall,light dry s_. 0.088 . w 5.40 _- -1.01, 0 _ 0 _ _ - 0_ _ --0 0 _- 0.- _ - 0 -0 P 12F-0sw _ _ 0.065 3.99 - 0.57. 81 81 323 _. 46 0 0 - 0 0 C 1613-38ad 0.026 1.60 1.32 0 0 0 0 0 0 0 0 F 21A-32t _ --_ 0.020 1.23 0.00 0 0 _ 0 _ 0 0 .0 0. 0 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1 1 -21 1 1 171 Envelope loss/gain 1 736 134 1 1 605 327 12 a) Infiltration 178 17 170 16 b) Room ventilation 0 0 673 147 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1200 Subtotal(lines 6 to 13) 914 150 1448 1690 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 914 150 1448 1690 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Aotaequomdl( dn) I I I 923I 157I I I 16I 16790 9I Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. vwir1 - s1Ft' 2023-Jun-2621:11:32 RightSuite®Universal 202222.0.04RSU12322 Paget filesWesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W Job 301 -.wrdghtso� RighW@ Worksheet Date: `6/2 2023 Bmnt/main system Date: Dana Morley By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Bed 1 Bath 1 2 Exposed wall 24.5 ft 7.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 158.5 ft 7.0 x 9.5 It 5 Room area 158.5 ft' 66.5 ft2 Ty Construction U-value I Or HTM Area (ft') Load Area (ft2) Load number (Btuh/ft�-.F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross I N/P/S j Heat Cool Gross N/P/S Heat Cool r 6 Vy l2F Os . 6.065 n' 3.99 1.05 122 104 416 109 0 0 0 0 C 2 glazingw;clr low-e. 0.350 •,n ., .21.49 10.65 17 0 _ 372. -_ 184 _-_ 0 ._ - 0 .0 0 W Bg wall,light dry s 0.088 n 5.40 1.01 0 0 0 0 0 0 0 - -_ 0 12F-Osw 0.665 a 3.99 1.05 0 0 0 0 6 0 0 0 1 1 2 glazing,.cir low-e 0.350 a 21.49 33.88 0 0 0 0 0. 0 0 0 glass door,2 glazin . _ ._ '0.350 ' e; 21.49' , 33.88 0 0 0 .. ..0 0 __, _0 _ 0 0 W - Ba wall.light drv,s,.. 0.088 _ e -5.40 1.0.1 -0_ 0 0 0 _0 0 -_ 0 0 V+l 12F-0sw 0.065 s 3.99 1.05 0 0 0 0 0 0 0 0 glass door,.2 glazin 0.350 s, 0.00 0.00 0 0 0. 0._ 0 .. 0 0 _0 W Bg wall,light drys, - - 0.088 s -5.40 1.9t _0 0 ,- 4.._ 0,_... _- _ - 0 12F-0sw 0.065 w ' 3.99 1'.05 99 83 331 87 63 47 186 49 2 glazing,clr low-e 0.350 w 2149 33.88 16 i 0 345 544 17 0 355 559 11D0_-._ _. 0.390., w 23.95. 10.67 0__. _ 0-. _0 _.._. _ 0 ' 0 . 0 _0 _0, W- --- 6awall.liohtdrvs -- -,_ 0.068 _.w,_ _ _ 5.40 1.01---- - -. _0 -0 0 -0 --- --- _Q-- --,___-__0 _.- - --0 0 P .12E-0sw.__. _ 0.065 3.99 _ 0.57 0 0--- 0 0 .. ....6 0 0 0 C 16B-38ad- 0.026..• ---1.60 .__ .1.32, .---0 0 0. 0 0 --0 0 0 F- 21A-32t_ ._ ; .. _. 0.020. 1.23; _.0.00 . . 0 - 0 0 :. _.. 0 0 _. . _0 0 0 0 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 38 174 Envelope loss/gain 1 1463 962 1 1 540 781 12 a) Infiltration 379 35 108 10 b) Room ventilation 673 147 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 25151 13741 648 792 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2515 1374 648 792 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Air requomdl(cfm) I I I 2562I 13644I I I 16I 737I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +^wkst9c��tt°' 2023.Jun-26 21:11:32 �-!na,..w..� Rig htSuite@ Universal 2022 22.0.04 RSU12322 Page 3 files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W -fh-wrightsoft Right-J® Worksheet Job: 4301 Bmnt/main system Date: 06/25/2023 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Living Bath 4 2 Exposed wall 20.0 ft 13.5 ft 3 Room height 24.5 ft heaUcool 9.0 ft heat/cool 4 Room dimensions 1.0 x 288.0 ft 6.5 x 7.0 ft 5 Room area 288.0 ft' 45.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft�) or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool --- - -- . . ..- 6 1/� 12F-0sw 0.065 n 3.66 .1.05 0 0 0 0 0 0 - 0 0 L-( 2 glazing,clr.low-e- 0.350 .n ._- 21.49. 10.65 0 0 0 0 0 0. 0 0 W Bg wall,light dry s 0.088 n 5.40 1.01 0 0 0 0 0 0 0 0 12F-0sw 0.065 a 3.99 1.05 0 0 0 0 0 0 0 0 11 2 glazing,clr low-e 0.350 a 21.49 33.88 0 0 0 0 0 0 0 0 ���CCC��� glass door,2 glazin ,0.350 e._ 21.49 33.88 0 0 0 _ 0 0 -0 0 0 W Ba wall.light dry s 0.088 a 5.40 1.01. 0 - 0 0 0 _0 0 _„- 0 0 12F-0sw 0.665 s 3.99 1.05 0 0 0 0 45 45 180 47 glass door,2 glazin 0350 s 0.00 0.00 - .. .0 0 0 _.0 _. 0 0 0 . . 0 W _ Bgwall,light dry.s_- .,. _ 0.088 __s_ 5.40 1.01 0 0_ .0 _0 0_ _ 0 -0 0 Vu 12F-Osw 0.065 w 3.99 1.05, 500 412 1644 433 59 42 166 44 IL-_-pG 2 glazing,clr low-e 0.350 w 21.49 33.88 63 0 1360 2145 17 0 355 559 11DO 0.390 w 23.95 _- •.10.67 25 25 591 263 0 0 ,_- 0 0 W -Bq wall,light dry s_ 0.088 w _- .5.40_ 1.01 0 0-_.-_ _ -0- -._ _ 0. -0 . _ -,.-.0 _ _.- _- _ 0 0 P 12F-0sw__. 0.065 3.99 . 0.57 _ 0 0 0. 0 18 18 - 72 10 C 16B-38ad_ 0.026 1.60 1.32 - 270 270 431 - ._--357 0 _0 0 0 F. 21 A-32t 0.020 1.23 _ 0.00 ._ 0 0 0 0 0 0 0 0 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 1 3781 1 1 1 166 Envelope loss/gain 4026 3575 774 827 12 a) Infiltration 859 80 178 17 b) Room ventilation 1346 294 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 900 0 Subtotal(lines 6 to 13) 6231 5079 952 843 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6231 5079 952 843 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 otrequi d(c m) I I I 6153I 5236I I I 923 I 839 I A Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrv-alg 2023-Jun-26 21:11:32 Right-Su ite®Universal202222.0.04 RSU12322 Page files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W -wrightsoft' Right-J® Worksheet Job: 4301 Bmnt/main system Date: 06/25/2023 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvae-design.com 1 Room name Laundry Unfin bsmnt 2 Exposed wall 6.5 ft 147.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaUcool 4 Room dimensions 6.5 x 6.5 ft 44.5 x 29.0 ft 5 Room area 42.3 ft' 1290.5 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ft'--F (Btuh/ft') or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat I Cool I Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 'try 12F-0sw 0.065 n 3.99 1.05 0 0 0 0 0 0 0 0 { 2 glazing,clr:low-e 0.350 n 21.49, 10.65 0 _.. 0_ . 0 0 0 0 0 0 W Bg wall,light dry s 0.088 n 5.40 1.01 0 0 0 0 261 261_ - 1410 263 1217-0sw 0.065 a 3.99 1.05 0 0 0 0 0 0 0 0 11 2 glazing,clr low-e 0.350 a 21.49 33.88 0 0 0 0 0 0 0 0 IIL=� glass door,2 glazin_ 0.350 _e 21.49 .' 33.88 0 _ 0 0 0 0 0 _ 0 0 W Bq wall,liqht dry s 0.088 a 5.40 1.01 0 0 0 0 401 401 2164 404 w 12F-0sw 0.065 s 3.99 1.05 0 0 0 0 0 0 0 0 T--G glass door,.2 glazin 0.350 s 0.00 0.00 0 . 0 0 0 0 1 0 0 0 W Bg wall,light drys 0.088 s 5.40 1.01 0 0 0 __ 0 _ 261 261 1410 263 V►f 12F-0sw 0.055 w 3.99 1.05 0 0 0 0 0 0 0 0 �L--_-GG 2 glazing,clr low-e 0.350 w 21.49 33.88 0 0 0 0 0 0 0 0 11DO 0.390 _ w 23.95 _ 10.67 0 0 0 0 _ 0 0 0 0 :W-_ Ba wall,light dry s 0.088 w 5.40 1.01 0 0- 0 0 401 401 2164 _.404 P 12F70sw_ 0.065 3.99 6.57 59 _ _ 59 233 33 0. 0 0 0 C 166-38ad 0.026 1.60 _ 1:32 0 0 0 0 0 0 0 0 F 21A-32t 0.020 1.23,_ 0.00 0 0 _ _ ..0 jO 1291 1291 . 1585 _ 0 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 -66 -289 Envelope loss/gain 1 233 -33 1 1 8733 1044 12 a) Infiltration 0 0 2274 212 b) Room ventilation 0 0 1346 294 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 500 500 Subtotal(lines 6 to 13) 233 467 12352 2050 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 233 467 12352 2050 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 room load I I I 23I 4671 I I 12I 2095II IAirreqdm) 6 22 304 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -4- viv r 7go-e 2023-Jun-26 21:11:32 RightSuite@ Universal 2022 22.0.04 RSU12322 Page 5 files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MA Front Door faces: W Al-9 " Job: a301 wrigiitsoW Right-M Worksheet Upper system Date: 0 612 5/2 0 2 3 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Upper system Bed 2 2 Exposed wall 127.0 ft 31.5 ft 3 Room height 8.0 ft 8.0 ft heat/cool 4 Room dimensions 18.0 x 13.5 ft 5 Room area 1020.5 ft' 243.0 ft' Ty U Construction -value Or HTM Area (w) Load Area ft2 Load number (Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P1S Heat Cool Gross N/PIS Heat Cool 6 Val 12F-Osw "6.665 n 3.99 1.65 232 202 866 212 108 91 361 95 �( .2 glazing,.clr low-e-. ,, 0.350 n_ ... 21.49 '-10:65 30 0 645 - .. ,.-320 18 0 376 ...186. W Bg well,light dry s 0.088 n 0.00 0.00 0 0 0 0 0 0 0-- 0 w.r �, 12F-Osw- 0.065 a 3i99 1.05 356 296 1181 311 0 0 0 0 11 ' C'' 2 glazing,clr low-e 0.350 a 21.49 33.88 60 0 1289 2033" 0 0 0 0 CCC,,,,,,,, glass door,2 glazin, 0.350 e. 0.00 0.00 0 _ 0 0 - 0 -0- 0 0 0 W _ _. Bayvall.lightdrvs-__.. 0.088 e - . 0.00 0.00 0 - 0 Q 0 _ .__ . 0 _... 0 -0 0 V� 12F-Osw 0.065 s 3.99 1.05 232 207 827 218 0 0 0 0 .L-_-G glass door,2 glazin 0.350 s. 21.49. 17.70 25 _ 0.. 530 437 0 0° 0 0 W Bg wall,light-dry s__ 0.088 s 0.00 0.00 0 0 0 0,-,_ 0 _-,_ 0 _-. _ - 0- ,-_0 12F-Osw 0.065 w 3.99 1.05 196 156 621 163 144 117 468 123 2 glazing,clr low-e 0.350 w 21.49 33.88 41 0 870 1372 27 0 572 902 Al DO 0.390 w0.00 0.00 ._ 0 0 0-. .0..._ -_ A. 0 0, -. 0 -W-,-_ "-,Bq wall.light drys 0.088 _w ---0.00 P. 12F-0sw_.. 0.065 . .7 0.00 0.00 0 'a, 0. ..- 0 ,_ - 0 0 0 - . 0 C_ 16B738ad. _ 0.026 1.60 _ 1.32 1021 1021 1629 --_ 1349 243 243 ,., _ 388 _ _ 321 F 21A-32t" .-...:: 0.020.:<-._ '0.00 0.00_ - 0 0 _.._ 0- 0 .,_ _ 0 0 _ -0 _ -_ 0 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 01 1 1 1 172 Envelope loss/gain 8399 6414 1 1 21661 1800 12 a) Infiltration 1746 163 433 40 b) Room ventilation 2018 440 673 147 13 Internal gains: Occupants @ 230 3 690 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 12164 7708 3272 2218 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 19 14 14 Subtotal 12164 7708 3290 2232 15 Duct loads 37% 50% 4482 3852 37% 50% 1212 1115 Air requi d(c m) I I I al room load16645 600I 11560 600I 347 I I 4162 502 I 3174 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. nn"vrF7�Msof#g 2023-Jun-26 21:11:32 Rig htSuite@Universal202222.0.04 RSU12322 Page6 files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W 4301 `T'wrightsoft' Right-M Worksheet Job:Date: 06/2 2023 Upper system Dana Morley By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:B01-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Bed 3 WIC 2 Exposed wall 30.0 ft 20.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 196.8 ft 6.5 x 13.5 ft 5 Room area 196.E ft' 87.8 ft' T Construction U-value Or HTM Area W Load Area ft' Load y number (Btuh/W-°F I (Btuh/ft2) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 W 12F-0sw 0.065 n 3.99 1.05 0 0 0 0 0 0 0 0 L-G 2 glazing,clr low-e 0.350 n 21.49 __ 10.65 0 0 0 0 0 0 ._ _ 0 0 W Bg wall,light drys 0.088 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 a 3.99 1.05 116 89 355 93 0 0 0 0 11 2 glazing,clr low-e 0.350 a 21.49 33.88 27 0 580 915 0 0 0 0 glass door,2 glazin - 0.350 a 0.00 -__ 0.00 0. 0 _ 0 0 0 0 0 0 W Ba wall..liaht dry s _. 0.088 ._a 0.00 - 0.00 0 0 0 . _ _ .0 , 0 0 0 0 Vjl 12F-0sw 0.065 s 3.99 1.05 124 99 396 104 108 108 431 113 G glass door,2 glazin. -0.350. s_ 21.49 17.70 25 0 ,. 530 . .-_ 437 0 .0 0. 0 W_ Bg wall,light dry s 0.088 s _ _ 0.00 _ 0.00 _ _ 0 0_ _ 0 __ _ 0 0 _,_0 _ .- -0 __ -. 0 12F-0sw 0.065 W 3.99 1.05 0 0 0 0 52 38 152 40 2 glazing,clr low-e 0.350 w 21.49 33.88 0 0 0 0 14 0 298 470 II��--0DDD 11D0 0.390 _w 0.00 0.00 -0 0 _ 0 0 0 0 0 0 W _ Bq wall.light dry s, 0.088 w 0.00 0.00 --0 0 __ 0 0 _ 0 0 0 0 P 12F-0sw 0.065 0.00 ._- 0.00. 0 0 0 _ 0 _ 0 0 _. 0 0 C 16B-38ad 0.026 1.60 1.32 197 197 _ 314 260 _ 88 88__. _ 140 116 F 21A-32t 0.020 .- 0.00 0.00 0 0 _ 0 -. 0 0 0 0 0 F 21A-32t 0.020 0.00 0.00 0 0 0 - 0 0 0 0 0 61 c)AED excursion -218 141 Envelope loss/gain 2176 1591 1 1021 881 12 a) Infiltration 412 39 275 26 b) Room ventilation 673 147 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 3261 2007 1296 906 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 43 32 0 0 14 Subtotal 3304 2038 1296 906 15 Duct loads 37% 50% 1217 1019 37% 50% 478 453 Airm load(cfm) I I I 45211631 3159I I I 1764I 13591 71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +.vIgoiFt^ 2023-Jun-2621:11:32 w°^ Right-Suite®Universal 2022 22.0.04 RSU12322 Page 7 files\Vesta-Arthur SmithWesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W At-wrightsoft' Right-M Worksheet Job: 4301 Upper system Date: 06/25/2023 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Bath 3 Hall 2 Exposed wall 8.5 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 140.3 ft 1.0 x 97.5 ft 5 Room area 140.3 ft' 97.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-'F (Btuh/ft') I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 try 12F-0sw 0.065 n 3.99 1.05 0 0 0 0 0 0 0 0 G 2,glazing,clr,low-e _0.350 .n 21.49 ,-10.65 0 - 0 0._. . 0 0 0 0 0 W. Bg wall,light-dry s 0.088 n 0.00 _ 0.00 0 0 0 0 0 0 0 0 \� 12F-0sw 0.065 a 3.99 1.05 68 68 271 71 0 0 0 0 11 l-G 2 glazing,cirlow-e 0.350 a 21.49' 33.88 0 0 0 0 0 0 0 0 III��� glass door,2 glazin 0.350 a 0.00 0.00 0 - 0 _ 0 0 _ 0 - 0 0 0 W Bo wall,light dry s ., 0.088-_ e _ 0.00-- 0.00 0_. 0 --0 0 _ 0 0 _ 0 _ 0 V�r 12F-0sw 0.065 's 3.99 1.05 0 0 0 0 0 0 0 0 t . C glass door,2.glazin. 0.350. s. 21.49 17.70 A 0 0 0- 0_ 0 0 0 W Bg Wall,light dry s - 0.088.._s 0.00 ----0.00 -0 ._ .. 0 _ 0. ..__.._0 0 0 --_ - 0 .._-. 0 12F-0sw 0.065 w 3.99 1.05 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.350 w 21.49 33.88 0 0 0 0 0 0 0 0 11D0 0.390 w 0.00 - 0.00 0 0 - 0 0 _. 0 0 0 0 "W- BQ wail,light drys 0.688 _w 0.00_ .0.00 --0--- 0 0 - _.. 0 _ _- _0 - .. 0 ---. 0 0 P-. 12F-0sw.. _ 0.065 0.00. .. 0.00 0 0 0 0 -- 0 0 0 0 C 1613-38ad 0.026 1.60 1.32 140 140 _ .-_224 185 98 98 156 _ 129 F•. 21A-32t..-_- _.- 0.020 _- 0.00 0.00 0 0 0 . 0 ... 0, 0 0 0 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -26 1 1 1 -13 Envelope loss/gain 1 495 231 1 1 156 116 12 a) Infiltration 117 11 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 612 241 156 116 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 57 43 -156 -116 14 Subtotal 670 284 0 0 15 Duct loads 37% 50% 247 142 37% 50% 0 0 rud(c I I I 9161 4271 I I I 01 Aireqi m) 33 22 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -io- WWW40't-4!! ^ 2023-Jun-2621:11:32 � �^^ Right-Suite®Universal 2022 22.0.04 RSU12322 Page 8 files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W 4301 �-wrightsoW Right-M Worksheet Job:Date: 06/2 2023 Upper system Dana Morley By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvae-design.com 1 Room name we Bath 2 2 Exposed wall 4.5 ft 6.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heattcool 4 Room dimensions 4.5 x 3.5 ft 13.0 x 6.0 ft 5 Room area 15.8 ft' 78.0 ft' Ty Construction U-value Or HTM Area ft2 Load Area ft' Load number (Btuh/ft�-'F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy. 12F Osw 0.065 n 3.99 1.05 0 0 0 0 48 n 142 37 -G .2 glazing,clr low-e 0.350, n 21.49 _..10.65 D 0 ._ ... _ 0.;.. _ .0 13 0 269 133 W Bg wall,light drys 0.088 n 0.00 0.00 0 0 0 _ 0 0 0 0 0 12F-Osw 0.065 a 3.99 1.05 36 30 120 31 0 0 0 0 11 2 glazing,clr low-e 0.350 a 21.49 33.88 6 0 129 203 0 0 0 0 __:C� glass door,2 glazin. 0.350 a 0.00 0.00 0 _ 0_ 0 0 0 0_ 0 0 W, , Bq,wall.liahtdrvs 0.088_ e 0.00,-„- _0.00 0- - 0 _0 0 0 0 .0 0 w 12F-0sw 0.065 s 3.99 1.05 0 0 0 0 0 0 0 0 T---G glass door,2 glazin._. 0.350 s. .21.49 17.70 ,0 0 _ 01 0 0 0 0 0 W__.. Bg wall,light drys_._... .. 0,088 ..s 0.00 ..0.00 0 _ . D._ . .__0 _ .... _,.0 _-..0 0 _ . .0 0 V� 12F-0sw 0.066 w 3.99 1.66 0 0 0 0 0 0 0 0 L'�Cp 2 glazing,clr low-e, 0.350 w 21.49 33.88 0 0 0 0 0 0 0 0 11DO 0.390 w 0.00 _ 0.00 0_ 0 '0 0 0 0 0 0 W- Bq wall,light dry s _- 0.088 _w _ 0.00 0.00 0 _. 0 0 -0 _ 0 0 0 0 P 12F-0sw _. __ 0.065 0.00 _ 0.00 0". 0 0 0 - 0 0 0 0 C__ 1613-38ad. 0.026.. - 1.60 _ 1.32 16 16 .,.25 21 ,. 78 78_ .125 103 F. - _ 21A-32t_... 0.020 - 0.00 0.00 0 .0 0 _ 0 0 0__..-. _ 0 0 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 5 -28 Envelope loss/gain 1 274 260 1 1 535 246 12 a) Infiltration 62 6 82 8 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 336 266 617 254 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 22 17 14 Subtotal 336 266 640 270 15 Duct loads 37% 50% 124 133 37% 50% 236 135 Total room load 459 399 875 405 Air required(cfm) I I I 17I 21 I 32 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wa^ig1 ii ofC 2023-Jun-26 21:11:32 Right-Suite®Universal 2022 22.0.04 RSU12322 Page 9 ...files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W wrightsoft° Right-M Worksheet Job:Date: 06/2 2023 Upper system Dana Morley By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Bed 4 2 Exposed wall 26.5 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 17.0 x 9.5 ft 5 Room area 161.5 ft' Ty Construction U-value Or I HTM I Area (ft') I Load I Area I Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 12F-0sw 0.065 n 3.99 1.05 76 76 303 80 2 glazing,clrlow-e, ... 0.350 n 21.49 _ -10.65 -0 0 .- 0 0 W Bg wall,light dry s .0.088 n-,- -- 0.00 0.00 .0 0 0 0 .. 12F-0sw 0.065 a 3.99 1.05 ea. 136 109. 435 114 11 2 glazing,clr low-e .0.350 a 21.49 33.88 27 0 580 915 glass door,2 glazin 0.350 e_ 0.00 0.00 0_ 0 0 0 W Bq wall,light dry s _ 0.088 e- 0.00 0.00 0 0 _ 0 0 12F-0sw 0.065 s 3.99 1.05 0 0 0 - 0 glass.door,2 glazin _ m 0:350 ,s 21.49.. + 17.70 0 0 _ .`. 0 _ 0 . W Bg wall,light drys. „, 0.088 s 0.00 0.00 0 0 0 0 12F-0sw 0.065 w 3.99 1.05 0 0 0 0 2 glazing,clr low-e 0.350 w 21.49 33.88 0 0 0 0 ���-�--DDDD All DO 0.390 w 0.00 0.00 0 0 0 0 -W ., Bq.wall..liaht dry s _ 0.088 _w 0.00. ,,._ 0.00 _ -0 0 -- __0 --0 _ P ;.12F-0sw._ 0.065 _0.00 0.00 0 0 0 0 C 16B-38ad - 0.026- _- 1.60 _... 1.32 -. _. ..162. - 162 258 214 F _ 21A-321: _ 0.020 0.00 _0.00 0 0 0 0 _ F 21A-32t 0.020 0.00 0.00 0 0 0 0 61 c)AED excursion 1 1 -34 Envelope loss/gain 1 1576 1289 12 a) Infiltration 364 34 b) Room ventilation 673 147 13 Internal gains: Occupants @ 230 1 230 Appliances/other 0 Subtotal(lines 6 to 13) 2613 1700 Less external load 0 0 Less transfer 0 0 Redistribution 15 11 14 Subtotal 2628 1711 15 Duct loads 37% 50% 968 855 Total AAirrequomdl(cdn) I I I 3130I 51371 2133I Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. T' vyieagfts#s4attC 2023-Jun-2621:11:32 Rig htSuite®Universal202222.0.04 RSU12322 Page10 ..files\Vesta-Arthur Smith\Vesta-Arthur Smith.rup Calc=MJ8 Front Door faces: W MELD INSPECTION REPORT DATE COMMENTS a •a o �k. Ca lr,�C �tm;I d ow- Imo-. v FOUNDATION (1ST) �'•I� V �0 �p� oc CO�1.5�72VC,�6 J,' 5 ac-------------------------------- ��FOUNDATION (2ND) — -ae- ROUGH FRAMING& PLUMBING A 1 t� INSULATION PER N.Y. STATE ENERGY CODE i� vK r: FINAL -------------- ADDITIONAL COMMENTS , a(au a LA E(--e- oo c ck s•� Z nix �r� x Od �A I TOWN OF SOUTHOLD—BUILDING DEPARTMENT y _ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny_gov Date Received APPLICATION FOR BUILDING. PERMIT For Office Use Only ® E C E OWE PERMIT NO. Building Inspector: AUG 2 9 2023 Applications and form's.mu1.st be filled out in their.,entirety.Incomplete applications will not'be accepted. Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2),shall be completed. Town of Southold Date: OWNER(S) OF PROPERTY- Name: �� F��Tm#1000 Y3___.. ._ r _ ur%__5 ,._ _.______..__ ._._ .____._.__ __. Project Address: G� � aid !VY llgH . _v. .._2_.85. Ski . ._ _ w ► _. . ......�._._ . . . . Phone#: q0S .SQ q�a - - - - Email ar4koojsmj+A' JoLlo o"aJ -GOr&'L Mailing Address: "CONTACT PERSON:, Name , Mailing Address: PO Qv)( 866, &d -t AJ}�HQ3� _. _. ___._............ .._.._....._.. Phone#. q/^7- 8 3 3 79g5 _ Email: s;tk,�l�kawioo�ulc /•Go►� DESIGN PROFESSIONAL INFORMATION: Name ,S,r na ur-r— Qu,ld h_ym MallingAddress,/QC)y Sprinc�brooKAvC ,_Mgos'L ?!? )._g5O7__ Phone#: 5 70 - 77 q -l o oc) Email: CONTRACTOR INFORMATION: Name: Mailing Address_ 33 ._.... qiv! r/.� Su,��t )2 SoAo*,P�n_NY IIgb_g Phone#. 1/7-93 3 -7?qS _.- _--- -_. _ Email:J S;r k• Oha�+p40rrNodala+.cew, ,`DESCRIP.TION,OF PRO POSED'CONSTRUCT ION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ A dyy Will the lot be re-graded? 9yes El No Will excess fill be removed from premises? Yes ONO 1 c- l PROPERTY.INFORMATION. Existing use of property. V ACCI. 1 5,� Intended use of property:S; Lt 4 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. .;❑ Check ftx:After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance ofthe.Town,of Southold"Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the.construction of buildings,- additions,alterations or for removal`or demolition'as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class.A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Tos�L Goe_rlr"o LJAuthorized Agent ❑Owner Signature of Applicant. Z G Date 8 /7_I13 STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the ( / (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ,20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 c l PROPERTY INFORMATION Existing use of property: V CLCAV4 16�- Intended'use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes❑No IF YES, PROVIDE A COPY. ❑.Ched 86(After Read'Ing: The owner/contractor/design professional is responsible foralldrainage and storm waterissues as provided by chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Bulidmg Department fof the.s5uancC of 2 Building Pemlit pursuant to the Building Zone Ordinance of the Town of sou suffolk Coynty;NeviYorkand.othbr applicable laws,'Ordiriances orRegulations,for the construction ofbuildings; additions,alterations or for removal or demolition as herein-descnbed The apphcant agrees to comply with all applicable laws;ordinances,building code, housing code and regulations and 46 admit authorized inspectors on premises and in buildingls)for,necessary inspections..False statements made herein are punishable as a ClasS:A misdemeanor pursuant fo section 220 45 of the New.York state Perial�law.. Application Submitted By(print name): T05 k G oe-rret'o tJAuthorized Agent ❑Owner Signature of Applicant: Date; Pj /7 I13 STATE OF NEW YORK) SS: COUNTY OF Soho l k ) jO$L . being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her-knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this�1 7 day of 20 1 S Notary Public JONAIHAN P SIRM Wary Public,state of New Y®rh No,OIS16193382 PROPERTY OWNER AUTHORIZAT101M ®ualifled In New York County Where-the applicant is not the owner) ft m mission Expires sept 15F 20iRi. ; I, I Z 4AC -&-It+l-� residing at �2J ►T�c1'1lyao(� f��e i �1r11 f 3�Q 070® 16 do hereby authorize b�e,(�(�e r O to apply on my behalf to the Town of Southold Building Department for approval as described herein. UAL�%, - "-- g a aoa:3 Owner' Signature Date I-- Z sr--J� Print Owner's Name 2 j, BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(cb-southoldtownny.Nov - seand(cD-southoldtownny.yov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORM TION (AII Information Required)) Date: 2 ,2 Company Name: �} ��S �dQ EX/ )5ZF,-7-9 1 C P Y �V rJ Electrician's Name: d 2 11.Q/6 Wjt/ oms FRT 6 License No.: ,2 7C9,7 AZ Elec. email: ,E EC:-1 gCrC ® c� Elec. Phone No& �-Z _Z9p01 Et 1 request an email copy of Certificate of Compliance Elec. Address.: Vox 1 ,-I if-1957- JOB SITE INFORMATION (All information Rf quired) Name: ki� �'I Address: 2e? 5' S o►-A C e a-c Aog C �- Cross Street: Phone No.: Bldg.Permit#: �,� 3 email: Tax Map District: 1 00 Section: Block: Lot: BRIEF DESCRIPTIO)OF WORD., �NCL hDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: -+ )co3q Is job ready for inspection?: ❑ YES �rNO ❑Rough In ❑ Final Do you need a Temp Certificate?: FT�y ❑ NO Issued On nj cj a ab 1a4 Temp Information: (All information required) Service Size 61 Ph❑3 Ph Size:�A # Meters Old Meter# New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect[:]Underground�erhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION Ctkav r lot) .-k y < 64 164-7q V 54guFF01d G BUILDING DEPARTMENT-Electrical Inspector CD TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # 16 Date rt,oruuru A�112024 Customer Name Electrician Name ayt -r%z. if Wric Address r Phone -61 e-mail e-mail V In e I P j (1- C ii Phone License# 3-j Size a oo A Phase Overhead Underground #of Meters Remarks #of Underground Lateralsl 11 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of 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 ate a e. Authorized by �Osu¢¢po, BUILDING DEPARTMENT- Electrical Inspector ��O Gym TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 y�Ow �v�p�1r Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov - seand(a.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORM TION (AII Information Required)) Date: an PY Name: 2 ,2 Company &tqS fj E dQ Ek/ L �C l�lrQ C � Electrician's Name: ` ,A- , Reis USN ltlu kr o License No.: gg AXZ7 Elec. email: "ELC.-l4rc 0 c� too �ii� JI Elec. Phone No' ��, _qC?c?o 1 request an email copy of Certificate of Compliance Elec. Address.: 'Box 1 ,7/ �195T JOB SITE INFORMATION (All Information R quired) Name: P Z L[ ij Address: ;7 � 5 C Q C CD— Cross Street: Phone No.: Bldg.Permit �� email: Tax Map District: 1 0on Section: Block: Lot: BRIEF DESCRIPTION,OF WORD, �NCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: 4# 1(o2JGj Is job ready for inspection?: ❑ YES NO [:]Rough In ❑ Final Do you need a Temp Certificate?: a--`YES ❑ NO Issued On .e A al Xo(24 Temp Information: (All information required) Service SizeL1 Ph❑3 Ph Size:--' Q A # Meters Old Meter# E/ New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground�erhead # Underground Laterals M 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �� O� :,�_�210`Z __.. r < c-4 10(k-7q ( PERMIT P Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini -arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have Usec -pedal: :omments _ APPLICANT: S.C.T.M.# 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) 6,- QSV�QIr 43 4 2 Stormwater Management Control Plan CHECK LIST NAME: Section Block Lot a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pleix Pnnt O Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 8-28-2023 all Information that has been Required by the following Checklist! Signature Ttlephore Numher. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries O �0 b. Total Site Acreage. 0� c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �0 e. Limits of Clearing& Area of Proposed Land Disturbance. 00 f. Existing &Proposed Contours of the Site (Minimum Z Intervals) g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& O �O proposed structures. I. Location of proposed Swimming Pool and discharge ring. p 0� j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). 00 1. Location of proposed concrete washout aea(s). O �0 M. Location of all proposed erosion&sediment control measures. O �0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate 0 �� on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0� b. Construction Entrance&Site Access. • 0� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: F1 SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 AN STRAC ,4T D" 3 7�� 1N CORPOR E I � 4 100 Garden City Plaza,Suite20}.Garden City,NY 11530 518.803.1000.Fax.518,883A0B91 123MapleAvenueRived>ead,HY11901, 631.3ti9:020DFa�c631.3690189'"RepiytgourGarden`City ice ` �� S E P 1 9 2023 September 7,2023 BUILDING DEPT. TONTN ' <'F cG17I$f"1""> Arthur J.,Smith 225 Birchwood Avenue Unit 310 � Cranford, NJ 07016 RE: Our Title No. :ST-47165 S� Premises :285 Sandy Beach Road,Greenport, NY 11944 Tax Map No. :District:.1000 Section:043.00BIock:04.00 Lot:002.000 Dear Mr.Fiedler: Abstracts, Incorporated has reviewed the Single and Separate Certificate on the above premises and it is our opinion that the subject premises.in our search is in single and separate ownership since 7/1/1983. Please note that our search should be reviewed by the municipality for their opinion as to whether the subject premises has been in single and separate ownership for the required time,period. No liability.is assumed for our opinion as to whether the subject premises has been in single and separate ownership for the required time period. Very truly,yours, ABSTRACTS, INCORPORATED Peter J.Calvanese, Senior Vice President/Counsel ABSTRACTS, INCORPORATED" P:O.Box'2e Garden City.NY 11530• 5 1 6.683 1000• fax 516.582.0089 1.22 Maple Avenue, Riverhead,NY 1 1901 J 1�miCsTRACTS, ORPORATEO' 100 Garden City Plaza,5uft201,Garden City,NY 11530 516.603.1660 Fax:616.083.0080 123 Maple Avenue Overhead,NY11901,, 631.369.0200 Fax 631.3B9.0199'Reply to our Barden City N11ke SINGLE AND SEPARATE SEARCH September 7,2023 ArthurJ.Smith 225 Birchwood Avenue Unit 310 Cranford,NJ 07016 Re: Our Title No. : ST-47165 Tax Map Designation District:1000 Section:043.00 Block:0440 Lot:002.000 Dear Sir or Madam: ABSTRACTS INCORPORATED,hereby certifies to the Town of Southold,Suffolk County,New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated to 8/15/2023. Said search discloses the following: SUBJECT PREMISES KNOWN AS District:1000 Section:043.00 Block:04.00 Lot:002.000 DEED#1: Grantor: Steve Moraitis and Christ Stratakis Dated: 11/29/1972 Recorded: 12/4/1972 Liber: 7295 Grantee: Gus Grafas and Maria Grafas,his wife Page: 551 i .-ABSTR:ACTS, INCORPORATED'" P.O.Box 28 • Garden City,NY 11530 • 51 E.6B3.1000•fax 51 B.B63.00B9 123 Maple Avenue,Riverhead,NY 1 1901 1 Page 2 ST 47165 DEED#2: Grantor: Maria Grafas,both individually and as Surviving Dated: 11/21/2016 Tenant by the Entirety Recorded: 3/17/2017 Liber: 12904 Page: 959 Grantee: Larry Grafas DEED#3: Grantor: Larry Grafas a/k/a Lawrence S.Grafas Dated:12/8/2022 Recorded:3/23/2023 Liber: 13194 Grantee: Arthur J.Smith and Mary Ellen Smith Page: 640 Last Deed of Record Cy'rGC,`C`Gt S a i Ilillll III I�III 19i1i lll�l�Il��III�i lllll lllll llll III i fl�ll��lilili�ii111i llli SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 03/21/2023 Number of Pages.: 4 At: 02:13:15 PM Receipt Number 23--0041249 TRANSFER TAX NUMBER: 22--221.06 LIBER: D00013194 PAGE: 640 District: Section: Block: Lot: 1000 043.00 04.00 002,00.0 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $275,000.100 Received the Follown;g- Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO SYS SRCHG $15.00 NO EA-CTY $5..00 NO EA-STATE $250.00 NO TP-�584 $5.00 NO Notation $0.00 NO Cert.Copses $0.00 NO RPT $200.00 NO Transfer tax $0.00 NO Co=.Pres $4,000.00 NO Fees Paid $4,520.00 TRANSFER TAX NUMBER: 22-22106 THIS PAGE IS A PART OF THE. INSTRUMENT THIS IS NOT A BILL Vincent Puleo County C1erk, .Suffol.k County 1 2 RECORD50 2023 liar 23.02.L3:15 Pli Uincent Puleo OF Number of pages CLERK 5UFF0LK COUNTY L D00013194 This document will be public P 640 P DT#22-22106. record.Please remove all Social Security Numbers prior to recordirtg. Deed/Mortgage instrument Deed/Mortgage Tax Stamp Recording/.Filing Stamps 3 FEES pate/Filing Fee Cih) - Mortgage Amt. 1.Basic Tax Handling 20. 0o 2, Additional Tax Tp-584 S SubTotal Spec./Assn. Notation C or EA-52 27(County) r J SubTotal 50 Spec./Add. EA-5217(State) J v TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. _ Held fbrA,ppointment Comm.of Ed. S. OD YranslerTax • (O A, Mansion Tax Affidavit + The property covered by this mortgage Is CertifiiedCopy or vtlll be Improved by a one or two NYS Surcharge 15. 00 famlly dwelling only. � Sub Total 0 y� orNO Other Grand Total. ��6 It NO,see apprapria[e tax clause on page lf ofthisI ment. g a� 4 Dist .0 00 S Community Preservation Fund 23005516 3.000 04300 oaoo 002000 Real Prop Consideration Amount$,g TaxScr Agency cw ax Due VeriFcata 11111111111R Improved Satisfactions/Discharges/Releases List Pmp¢rty Owners Mail►ngAddress \n 6 RECORD&RETURNTO: Vacant Land S 8lrr,4- � TO TO Malt to .Suffolk County Clerk 7 Title Company information 310 Center Drive, Riverhead, NY 11901 Co.Name ww Titleq wsuffolkcountyny.gov/clerk �+41a er t,( VtJ 0 Q3 g Suffolk County Recording & Endorsement Page This page forms part of the attached made by; (SPECIFYTYPE OF INSTRUMENY) / .' A' The premises herein is situated In S' SUFFOLK COUNTY.NEWYYORK. .��,p , TO f/"!t-Oc�^ In theTOWN of In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR-KO RECORDING OR FILING, over W r`Yn CONSULTYOURLAWYERPIEF 15SIGNINGTHISINSMUMENTTHIS.INSTRUmEHrSHOULD E.US DBYLAWYMONLY �oD,ea Bargain and Sale?Deed,color Covenant against Grantor's Acts THIS INDENTURE,made the!of qr fG+2022 BETWEEN LARRY GRAFAS a/Wa LAWRENCE S.GRAFAS ` Residing at 20 East Willow Street,Millburn,NJ 07041 party of the first part,and ARTHUR J.SMITH and MARY ELLEN SMITH Residing at:226 Birchwood Avenue,Unit 310,Cranford,NJ 07016 party of the second part, WITNESSETH,that the party of the first part in consideration of +dn dollars paid by the party of the second part,does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the seoond part forever, ALL that certain plot,piece or parcel of land,situate,lying and being at ereenporl,Town of Southold,County of.SuHolk and State of.New,York,bounded and described as follows: 'Schedule A Attached' BEING AND INTENDED TO BE the same premises conveyed to grantors herein by deed made by Maria Grafas,both Individually and as Surviving Tenant by the Entirety dated 1 112 1/201 6.recorded 3/1712017 in Liber 12904 Page 959. TOGETHER with all right,title and Interest,if any,of the party of the first part in and to any,streets and roads abutting the above described premises to the center lines thereof TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or suocessors and assigns of the partyof the second part(braver. AND the party of the first part covenants that the party of the first pars has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,In compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to recelve such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement before using any part of the total of the same for any other purpose. The word'party'shall be construed as if it read'pardes'whenever the sense of this' nture so requires. IN WITNEW WHEREOF,the party of the first part has d xec h:d this the and year first above wrifian. IN PRESENCE OF: W Rye N G AS Westco' Land Title Insurance Company SCHEDULE A DESCRIPTION OF PREMISES Title INO. W604803 Policy No. OP-22-NY1159-14626997 ALL that certain plot piece or parcel of land,situate, lying and being at Greenport, Town of Southold, County of Suffolk and State of New York, known as and by.Lot 11 as shown and designated on a certain map entitled, "Map of Stedling Homes at Greenport, Town of Southold, Suffolk County, New York", surveyed 3/1311964 by Otto W. Van T'uyi.& Son, and filed.In.the Office of the Clerk of the County of Suffolk on August 25, 1966 as Map No.4709. SCHEDULE A A.L.T,A 2006 OWNERS POLICY (O TO B D ONLY WHEK 00 ENT IS M1! DE IN O STATE State of New York,County of State of New York.County of Se: SS: Ontha dayof - infhe.year2022 Ontho dayof in theyear204Y before me,the undersigned,personally appeared before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory_ evidence to be the indreriduai(s)whose names)Is(are)subvtibed to personally known to me or proved to me on the basis of satisfactory' the wbtdn instrument and acknowledged to me that helshellthey evidence to be the Individual(s)whose name(s).is(are)subscribed executed the same In hlsMarltheir capacity(tes). End that by to the within instumer and acknowledged to me that hehhMhey htwRiedtheh srgnalum(s)on the instrument,the Individuai(s),or the executed the same in hisiAedthefr capodty(les), and that by person upon behalf of which We lndlvfdual(s)aeled,executed the hislherAhek signeture(a)on the instrument,)he individual(s).or am kmtrumem person upon behaff of which the Individual(s)acted,executed the instrument. (Sgnatyre and office of individual taking oc knowledgmerd). (sgnature and olRca of individual taking acknowledgment) O BE IJ ED ONLY WHEN THE ACKNO IME -ENTIS fUADE OUTSIDE NEW YOR T State(or District of Columbia,Territory,erloreignp Country)of IVeIA.� .t�t�e� r� as: On the 1� day or ��V Lr t r� the r- in year GD2-2- before me,the undersigned;personally appeared CARRY GRAMS aMh LAWRENCE S;GRAFAS personaAy known t4 hlB or proved to me on 1}sa basis of satisfadM evidence to be tie brdividual(s)whose hame(s) is'(am)subsc&ad to the within ingrumerA and acknowledged to me that hefdwfi ioy executed the same In hlslherftheir eapsciVies),and that by h1hawltheir stgnahna(s)on the fris hmkent,the fndivkluat(s),or the person upon behalf of winch tha indhddual(s)acted.executed the Instrument,and that ouch individual.mado,such eppeakance before the undersigned In the �! t L bWii In arse {insert t�eTRy gPot(+d::poUtiQal subdivthfoa) (a uhsertt State or er edupwfedgment was taken) Tiom.rFr..btr�oEN�,.3 GinaA•M41N(M Ganml�aton .24 74 (e'nature and Ifwe otlndNWuaf lakln eCknotiNed 2.24 Gina_1a.j niturr g mot) J $a;gain and Sale Deed VNTH'C,GVENANT AGAINST GRANTOR'S ACTS hBSTRACTS,INCORPORATED No W604803 DISTRICT 1000 SECTION 043.00 BLOCK 04.06 LOT 002 OW COUNTY OR TOWN Suffolk STREETADDRESS 286 SANDY BEACH ROAD,GREENPORT,NY 11944 Poem RESERVE THIS SPACE FOR USE OF RECOROIHC OFFICE Page 3 ST-47165 PREMISES TO THE SOUTH KNOWN AS: District:1000 Secti.on:043.00 Block:04.00 Lot:003.000 DEED##1: Grantor: Steve Moraitis Dated: 11/9/1973 Recorded: 11/19/1973 Liber: 7533 Grantee: George Holevas and Georgia Holevas,his wife Page: 492 DEED.#2: Grantor: George Holevas and.Georgia Holevas, his wife, Dated: 12/8/2009 Reserving a Life Estate for George Holevas and Recorded: 10/14/2010 Georgia Holevas,his wife Liber:- 12640 Page: 201 Grantee: Karen Tsoungos and Michael Holevas,as Tenants in Common Last Deed of Record ' fl SUFFOLK COUNTY CLERK RECORDS OF10TCS RECORDING PAGE Type of tnstr=ont: DEED WXTH J,I88 $STATE Recorded: 16/14/2020 Number of Pages 4 At: 09:33t46 AM Receipt Nummber % 10-DII9882 TRANSFER TAX NUMBER: .10-05603 LIBER.- D00012640 PAGE: 201 Dxetri.ct,a Section: Block: Lot: 1000 043.00 04.00 003.000 EXAMISED, AND CHARGED AS FOX+ OWS Deed 'Amountc 40.00 Received the Following Bees For Above Instrument Exempt Exempt Page/Piling $20.00 NO handling $20.00 NO COB $5.00 NQ Mrs SRWG 4,15.00 No SA-C'.X $5.0- 0 NO BA-STATE $125.00 NO TP-584 $5:00 HD Notation $0.09 NO Cert.Copies $0.00 NO RPT $30.00 NO Transfer tax $0.00 NO comm.Pres $0.06 No Fees Paid $225.00 TRANS-VIM 'SAX NUMBER:- 10-05603 TRXS 'PAC$ 19 A PART OF THE 'INSTRUM NT THIS TS NOT A SILL juDITH A. PAsaALE County Clerk. 3tiffolk County NR'6�Zg S .sa'aharaS�uGua:.tn�+.mra:iatwcnmara+ue-6e.tawmc�.nb.�a3+sr.0 [:GNSULtYOIa)tANWER9EFORtc6KilVRKi'AtI61N5fRtlldteNF-7fllsltartR{!ME'MS@OttWtl�'tt6ECBYtAWVER3ohLY, jpT �,ppp THIS INOF1YTLRtE rnedethe 8t" iT,iyoiDHCF3ui8ER.lnfbcyear2009. BETWEEN - GEORGE HO1,£VAS AND GEORGIA HOL£VAS,IRS WIFE- 1:2I3SIDING AT 30S SANDY BEACH ROAD,GR1WILIORT,NEW YORK 11944 party oftlm rrtstpor4 and KATkPEN MUNGOS.RESJDR40A'223-11 59MAVENLT,BAYSIDE,NEW YORK 11364AND MICHAEL HOLEVAS,RESIDING AT 58-2S229+'STRSET,SAYSIDF NEtY YORK 11344,AS TENANTS 1N COMMON past'ofUtcsrcandpart, K'C{►tE58ETlf,lliatlttepst�y,oftGrGrstgLt,in con tidamdOnof TaiCE310d100414rs paid by the party of thasecaad pstt;does hemby;mal and telease unto the ratty of I)te Wood put;fhtt hens or st=.Or% and atsignsoftheputyoftho second Part fotover. ALL that co in plot,piwa or pcuccl of land,with the buildingrand inViovapentr;ehercao eteeted,tintate.lyingwil bring in the TownvfsouRJtold Conntyof5utrolk aud5tamofffewYetic bawdednnddaatTtcdssfoitows; (SE[ANNEXED AESCIUMON) SAID PREMISES being:dw same pratnites Conveyed to tkt GrratOtr by deed doted November 9.1973,worded hi fiber 7533,pore'492onNove' =19,1973, RESSRVII40 A LIFE MATE TO GEORGB HGLEV.A s and OFARGTA HO6EVA5,His WIFL•,RESIDING AT305 SANDY BEACH ROAD,GPXENPOIRT.NEW YORK.11944,putyofilterntpart,for astortgastheysl011 Ito,MID piny of,llte fat parittctebyteutves a3ptcio7 power vtappolMmect,eauclsat+teasaf0ettd;they tmy;Loose;to t hutgc the rearolndcnitm not(allows:To orsntotfg any oaearmereautrbeisafa eItss t onslststtgafthe party ofthofttstpatt's dacaadanit:Innuydegree,wfiethecpttseatty liringorbtunhatatler,insuehytapnrttioansand amounts,without mgatd to egv3titytauci tsorinfuctltcsttusbattheparOtof the fiactpon may ditoetandopptilnldtnctgtluvWedroabyApmWY arrilcenondaeknowledgedinsfirumw6asidTteordrdpritrrtoslesUt,rtgicingsptxifirrefetencearth�ptsnerofappoitttimtt, The party oilhttfustparttuaynotnppokiinelf,'its**to fiscrediloroorthtstadhorsofilsestate,noderufys,•opdmstxttces SAID PKCMISES befits knawo es 303 SANDY BEACH ROAD,GREENPOId,T46WYORK'1 1§44 ToGSfF(ER wrlb all tight, dlla.and iatacs;Trany,of the party or the fusi part in and to any streets dad roads abutfatgthe above dt:tmged premises to the eentcr lines thmo$TOGETHER with the appudeduces and all the estate and rlbhu afore piny of the fact pntt in'wtd to sold.piamiset yp tfAYE AND TO HOLD tbt ptcmiset hendn 1"aled oat*tiw FortYoftitcyew,utpatl,ththciaormceessotsendapfgttsotlheponyofthostrwifdparifom . AND lhe.p rtty orthe first paKcogeuartts shot the parry o[tbe fort par has not dote nrsallercd aay}hfng tvhert Lythc Said premises have bemearacdmcd='anyway Whatever,execpt"afoMuia AIND Ote potty of thr:first put,In iompl'rsace with St Won 13 of the Con Taw,eovedxoU that the potty ocfhc llrA p2dViil reeelee tho cottstderatlonforthisconrt yant a and will hold=lie right to rceeive such cm0cralion=2 bust fund to be applicd fast for the'patpose of paying the"ratio(itta•improvensenl atld wiU`apply.lhe same fast to fhepaymept nflhe.edsl of lit; imptavemenibefooeasingatlypartofttietotaleitbe some for nnyot)terputpose'fltartiri!`lpnrty+'shall be.eaasaueiiasti it read'Vsrtita"wBeneverlilt aettstafthls iadertotsesoregtt m tN�ViTT1ES5 WNERF.O>:,tha gory ofttieTustpartLaadttlyextcutedthisdacdthe dsyand yprittstabayewritten. fN PRLS6NCEOF: .��y��° 09ORGE&LiVAi QEORGIA HOIE.V to SCHEDULE A • M ALL that certain plot, iitCt Of POMI 44124d siinatc, lying TOM Q ork,,1;a a-m�anc�-:�Wated as Wt No x,lon.a.owbalU mw of Ste ling EMUS ' prepared by, otto.W.-Van T6yl & Sony land Sm yt= at GXMV(Zt, 9.w Yozkr oil AugWt 25, 066 as Map No; 4709, Aich said ldtt is mire paL#,3z:1t�a$ip bo:nWW 'and described as follows: • lbEGIIVN M at a point: on the easterly side'of Beach. Read. distant.255.130 feet .southerly as measured along i:he easterly s da of Beach Road from the ourner foamed by the intersection of the easterly side of Eeabh RWA and the sOutlwl' side of Manthanset: Avenue; ' mminn TMEE North 85•degrees 54 mfnutes 00 seomids East, 118.25 feet; x THaM South 2 degrees 55 minutes 00 sevor+ds West, 112.75 feet; zm= S=tn 84 degrees 21 minutes 50 seconds west, 104.42 feet ta.the Masterly side of Beach Farad; TEOM*brtt-. 4 degrees 06 minims 00 seconds Wwt, along the easterly.side • of Beach Road, 115.00 Feet: to the point Or maze_of BEIGAit M. 5'F3fiTDLT to zoning and building zeplations of the Tbm of Southold,. Suffolk CMnty, !-ew York. ; 5(I6J=, to aci UU ats set forth in Cprtificatian of pm=mt, of Realty s��divisi.�: Plans issu irl by the Su fo]3c Wanly Depa bmnt of Fiea],th p=aant to appzoval 041' ' plans We on May 4, '1964, vdiiah stWI be 3it;the Deed and a copy L+_ 'ctt is attached and made a part hereof, • 4 Page 4 ST-47165 PREMISES TO THE NORTH KNOWN AS: District:1000 Section:043.00 Block:04.00 'Lot:001.000 DEED#1: Grantor: George Pittas and John Siamas Dated: 1/31/1972 Recorded: 2/9/1972 Liber: 7103 Grantee: George Pittas and Helen Pittas, his wife and Page: 492 John Siamas and Elli Siamas DEED#5: Grantor: John Siamas and Elli Siamas Dated: 6/29/1974 Recorded: 7/12/1974 Liber: 7674 Grantee: George Pittas and Helen Pittas,his wife Page: 30 Last Deed of Record • u 4t.4N H.7.a.T 17.r'.p.K01 Duyw.ela.frp.r;..t.�t.r•.u..tvn Girti�r'IAnwTdwenlwGit+^nr(YiyFta4.� �,`7,�{y CON�Stllf6ryYOit�JAM1Yt4 Pq:�aOapL01tal0i7MitfriT/gJMiNR-ftWEWT�tttMlHtlttoYtAflUtiti�ll'tAYiYtRlOftt��:•��,)', loci t 7ACE 3•0 i 1M INDEMUF4 made the day at ,atnttxn hoedrtxl sad 9atlatitl'•tatir p 13LI VEtH JOMF 9XMW ZA B= SPA MS, residing at 2R4-66 Vet BQwtte, , i" 3 Mmahing. bt'eta York pasty OF the first paeq and 010M $Y4`AS &Sb`TiEb1 h=Mg, hie Wife. ;WaMigg. at 144-66 37fh kwatte, Flughinge New York. rtjt M: put�r of the second pne, VMMSM that&c piny of the f"L put In 91 to 40ho and*&crvsW*am4knefin •:ti.' paid by the pity of the:iteend.part.doe nerdry gta the pstty at and rc1cm unto of tbo nwo4 y:K•tbrr h" •,•, or suxeswrs and taslgrtt of the pony of trio smvd put fotarer, l ALL that tetbhp plot.piece or panel of Ltd,frith tbep boWOV and toTTOVq rate tbasma esnttodagtiok. t E spur and briag4O ft Greettport, Wawa o£ 8011t hold, ODUAtf of BOOM o arld ,•�1�'R• State oQ Now York, known and 4ei119 t~tad as Lot No. One, 3a a c:mtnin'tnap of Sterling Hates larepstred by Otto W. Vest xay� & Saatt,.:'•�. ti 1ana titwMors at oreenpesxt, new York on attgugU 25, 1966 at%m1mr no. 4709; SQB.7ECr to xong nrA building regulations of the Stall n of SotrtJ141dr' . SttffollC Couittnty. Naar 7COs4c. ^r.Y, tr^iN MU .,, �'' tiL•dL E51'd,T "•'•', Sill.,OF eE •. ':;:4• .�� TM ANWRT,-.E F! t4—c1111'OEK ; M ,fl Wall, axt:7� L:1 TOGETHER Mtholl N01,title and interest,if any,of the party of she Sat pert in and t4 any a rats mnd roads•butifngthn above deactibed yrcaSsat to the Center lines Mereof;TOGHTHER%*IL lbe Bids&" and an Qre saute and richts of the poly of the first¢tsf in nod to ielq Dprg�ttba;TQ}!'A900 70, HOLD the ramisa hydn granted onto tho p ay of fire attvad part,the bGn or sutaestars anti at&M of the party e1 the second rate forayer. AND the party of the first part covenants that tba patsy of the fist pact has not stone or sufrered apythias,. ahr y the send pt�ise�have btea eaeDm6esexl!n aDy xay wiaterer,ex as Mal: ' , AM the party t; the Bird pare in cumpIIunc rvdtr$tdtop 1�of the Lich Lev.cwcmnts tint t$e tty OF' :; _�5' thet first part Witt secelve the amirderatfoa for this marayuce ssd 144 hard the iijbt In secAly sudi.mmid-• caion u rcttutt toad to 4eapptied first farlaa pnrpoma of paying the cost of ibe impromnate ant�apprp,•.:.••:;; tluosamcArA to ate Malent ef.ebe cost of the Improvement before usirtgany part of the total of thcswe for' •try other peitpose • .a.• Titcword"party"Shull be construed,=if it read"pattire,NAertaver the sense,of this indeatttrn to sogtat a., IN 1ARl2Yt:1S WUPAROR,ttte:rarty of the first part ha duly extorted this deed the day and Mr Cos:dbm e } ` vrrilltae. ;�,; Be 7sassrsa or: �3 •rats q�+,Ja4 r;o{i+ttrr a S1tJJ ago a raw Tam cOtMR1 0> r'srt. `•` 0a tbo 0?-osy of -D�[¢ cur"f 19 74.Word me 4a the d4Y. , of_ t9 personalty amc +761dai 8 &EX:LT S 8 peru m us ame co.na kooem to be the lddivAWS drsedbed k 30 tsha to md.know>t tv.ba tho,inditldwl desstiGed in and wGo=-i,.. r:ecattd the for$otar iastmn Ot,and w1mawltdted ebot exantat the(wgAt otHtaotent..and aetomalcd�llat;�,. T=executed tho tame aecided me&scar✓ ,l•UI'• p,�Z'P.N/��i{'tS lri '' :. :'..'�;q1 rq,1 t••�i C6�C`.{j'd,•'•f�.3�jtS' �.it.C�'...• . '1,'f}.r.� '••:� :t sYAT=ap taw race,cmay ap ++r 6t'ATL a:rKw Yatrtr.COntt,Y as sy s Oa ttec dry of 19 .berate zee Olt the & of 19 .bdora nt •" ppwnol{y orate 1+Cesorol4'mp to Inc known,oho,being trp me duly awom,did dgwro and ,tit*subm''bfng eitntss'ta the forcgaincc��6atttmleal, say tfae he Tes.tes or 1Yo. whom I am penoitolEy oatuaudal.what Gelag by nm 44V that h the swertr,did depxo altd sir tbst Ise t>zsdestit No,, a is of �tiecalparatiaa docabtd Hot he krwxs In and which a muted the fdregafrns lntttttMor:.thae he sa_bethaindirldu�il,i knaws the mul at aid mrtioratiocr, flat tbe seat xWena-dmrlbed in and who_executed the tottdob F tattrnmtnt; axnt Is uuh eotporate seal;that it wu so thm Ire,'mid aobserihiect;nitoess, In sitid ts+tcr� was'pseseat and se,ro ,• aiHKvd by`ordtr or the boosd of diratom of-ssld tnrpata- excatte thm sure:add tLtt bee,,aidtivstaets, San,said that he signed h nm tc thereto by Wee aniet. at the same time subscribed 6 mme-as S+tloess tber" 38nrgnhtt and�atc'�3eed .��� �'` 7eCitON �'�� Wttit COME\i\t'A(Ul�ci.CRA!+iORti stFiF ILGL_. TnmNo, � r II wT 4 �w �+a.•. , —• COUt"09 TOWN •'�. t�• JOIW SIAlfli8 &1?iW.2873t s TO GWROR PX`It.CAS &MEN PXTMS assuset'cur taw Ta, Pi4l m MU xat raw some QwIadmmtwrmn ElZtni?N A. 7t1iV11S� $EQ.' tXrr,dtM sr. 31-3.7 Mittatttxer AWL a?SCORMTMLEANDG ld,RMVCOMP NY Astoria, irew sk n.ios VC m WIN 04 us Cn.ttrt+llaItH pyTq tM NrW To[R •tv NIA ^n - i Page 5 ST-47165 PREMISES TO THE NORTHEAST KNOWN AS,: District:1000 Section: 043.00 Block: 04.00 Lot:006.000 DEED#1: Grantor: Gus Soterakis Dated: 12/7/1979 Recorded: 12/28/1979 Liber:8753 Grantee: Costas Dourmas and John Simeoniades Page: 249 DEED#2: Grantor: Costas Dourmas and John Simeoniades Dated: 7/2/2004 Recorded: 9/17/2004 Liber: 12344 Grantee: Constantinos Dourmas and John Simeonidis Page: 111 DEED#3: Grantor: Constantinos Dourmas and John.Simeon idis Dated: 5/23/2014 Recorded:6/5/2014 Liber:' 12776 Grantee: Constantinos Dourmas Page: 479 Last Deed of Record E�lflfll[I�IIllllllllllfllllff��l>Illf I1l�I!lll��fllf svMIX COU= cam_ sue RECORDS OFFICE R�;CORDTHG Pd#taE Type o£ Instrument: DEED Recorded: 06/05/2014 Number of Pages: 4 At: 01:51:43 EM Receipt Number : 14-0073436 TRANSFER TAX IR MSER': 13-27824 LIDER: D00012776 PAGE: 479 District.: Section. Block e bot: 1000 043.00 04.00 006.000 E3G31M WW MD CM RCM As VOLLQ= Deed amount: $260,0.00.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO C.QE $5.00 go NYS SRCHG $19.00 no EA CTY 05.00 NO 8A-STATE $125..00 NO TP-584 $5.00 NO Notation $0.00 NO Cart.Copies $0.06. NO ?.PT $60.00 No Transfer tax $1,040,00 No Gomm,Pres $2,20040 NO Fees Paid $3,495.00 TRANSFER TAX NUMBER; 13-27924 THIS PAGE xS APART OF THE INSTAMMT THIS TS MW A BILL aUDITH A. PASC= County Clerk, Suffolk County j'•, @ONSUL7YOIpiiAVYY6tt8�Ott2f�t,Yi1a1G7t16�57iW3�t11'-iH97t$IRtLwFM8lfLiJtiTB2USEDIIYlAWY1;8RSOt0.Y THIS INDENTURE,made Me 23fd day of May , 2014 HE7WEEN Carotarutnos Dcwmas,m0ft at244537M SVGA Aittnt7,NOW VOrk111e3 WAJOhA Sh"nidb,r8d*9 at2ZO 24Ih$treat Asto&,NetvYark 11SOS party of the tdglViet and t;oa=rXnos Dautmaa,mstding at 24e0 371h SUmol,Aatado.MWYa k Mtn patty of the saooad part, WtTNESSM.thattho party of the Nst Pa&%in eatatdoralron Of aunter paid by the party of pre sewed patL Ocas haft grant and roleaoo unto the party of the aowd Volt Om dog— paid or mucComm and atatpa of the party of the second p8dfamvar, ALL Ittat ow mM ptol.piscs or parcel of land,wrlh the buMfts and imtxovamants Qlsfeoh emctad,alluate. OV and Wing rn the SEE SCHEDULE A ANNEXED HERETO AND MADEA PAT HOREOF. E',trwwti u. Z 49� tKk "G�rlt-tntr�Sd✓i�+slcl, Grantorbdrn0 the aameas Grameoln dead dated,h+ty2ad,2004 andm=dcd tithe Other cf MClerkSuttdkCounty on SCPMW tr 11"20041n tOw 12344 Pogo 1t1: TOGETHER wltli ell fight.011e sad inhmat,II any,Of Um patty of the that part In sod to any atfsets and toads abuttl g tho.abcve.dowibfd pfamises W the OontorOnes 1luxoor,,TOGMFR%Ah the appurtantutosa and au Ina estato and e0IM of ft party of the Iret part In and to sold p eadaex TO HAVE AND TO HOLD rho premrsos harem granted unto Um parry of the second par%the Mm.of raroce WM and assigns Of the party of the scow pad r mw.. AND the partly of the Olaf parl awmarb that Um party of the fiat part has not dotty or Guffaw artythtng vibumby uw said pfamEdas have boame mmm6amd In anyway Oelavar,emplasofamaatd. AND the party of the first part far compOaace With Socftn 13 of the Lien taw,covenants that Uta:pany of the first part will raoafvo the considamtton Of Vs wmoya=,and WM 11oM 9w*1 la mcalvf+such conaidemGan as a trust land b be applied scat for the purpose of paying the coat of the Imp avarnont and;Wm sppiylhm eamo rail to the payment of the coal of the lmptavtmanl belere U*v sny part of tho tale!Of the rmmo for Ow curer purpoao.The word parity ahtt7 to cotl3truad as U roux!'WeC wt mt over the amine of fide Indanbre ae roquwd. IN WITNESS WHEREOF,die parly of Uto Ora(part hen duty mtocuw Us deed rho day and year Oral above wrlitm. INPRESENCEOfi Co ., uotrmnatn JahaS'nsoohtdla f�d�+dh:Y,B.T:U.ForrnE001-airyehandSoletkod,wgh0amaent�anefGAufotsACs-t1M1`�rfnAdmoS,faeOnaat Form 3200 17 OddRepubllcNlWougrl 5'i4le.tnsurance Company Scesnor A DESCRI UONOFF Mallo.=-10140 Disb(ict 1000 Section 043.00 Block 04.00 Lot 006.000 on the TaxMaps of the Town of Southold,Snfiolk County. AIL that certain plot piece orparcel'of fend.situate, ong and being at Ureanpoxt in thb Town of Southold,County of Suffolk and State of New Ywls kmown and designated as Lot No.2 on a certain map entitled'tMap ofSterling Homes at GreailpoW' which map was Sled in.the OXce of tb Clerk oftfie County of Suffolk on August25, 1966 as Msp No.4709. Thopotlaytobeimeduadertlt upgo wig inaaeLbe,11 otvsuchbuiktaaaMimpvvomentse=Wonlba preraisis whfeh tylawtontti9ttt:trot propctcy. FOR Cd EyAM r MIT: TOGETHpt withal!rig�t.Gt1t and icterc3t`nrtlta pxlyohhcfirsl paa.effa and ra the land tying in dlesrarl in Lout o Ps�d gdja(ni�said pnrousa. ►' ! :'• _ o r»• _ -} t•r— •c�Jl y�:y • 1' `1:I:ai,r! ''i ti .��!'r,.i •rt •Y' �tY%•�' �1al.:�ii a •l1'7f�' ' :.�i'•rn•r .(,' •ti TJ , t•.� • ��iy'G^ti�:"it-��!"'Git{':•i'�fr�.1X '`ty►\%r�•r��M•s:,o':�'(•._ .i. •:rp��. f} �• t1A '•�:.+ •. •��-r•. .•'X'_' r�•'r'' �',! A+;fr rj•� jr S'+�. '1 .: �,t ..g."'�•y' ,�jf�.�'' 1 ,� lr 1 e.u,it.•, _ ••rt� }�t L ,,} tr Jrt. r. J a .• .p,'dr.•r 1.:. 'Z;.•"" �•• �. 3 az 1f- s•; r DA 30 tqi, r ti •`�,�i rr�-{'• tti '�a '` , ri t: '� �1 h i�f'`�• �i :w i.-i•..S.,i... T `C ��i.-•♦ r�:"t: 1' �r., tt•• ¢:-�'j 1 rJ- '{?"`.�i�I;�%�}•'("j��t�:. r.�Y' l„�•.+;_y�•• ��.{ ,,.•, ., I•.iD-fir+�l jr! Tr ef�ir... �!{1:,'i��Fi=:i, .• '��:��C=• - _ •i�t..,j`il'-� ltd{ti•;�i '1' S�• � ! ::-€. Jti/-i.`i •'ak,�,•t S l ' °?•'''_�'^ 'FS ••0r`••• '••�•.. �y'• i7*f6���,1to �.'S:`w E,:r:_�••':: [` .;^ y 5 N. ?'wyRF 't ~'�� i('.'t.,�(1(�1•f, n , .� '- ,K •1.t i'E , _ .y�.fy`..C�J�11 tf. e•,.i:r,.: ,y,- �f?,:`�Mvea �y� .Jj:�h.`• �'•'i _ . "-r.` .,'•t•�{-,! +l,l_th.! a r, �•a. �..T r.•,+• .M��Z.r. ..:�:K/' �. P '•ti+.;'t' _�• . C .r��••;l��r��'J�� t '� + � �%�' '�•�, ._. f s _i�,$t:;G,���?�.:r� '•S�L'r. ;tc .�...:�. J n:>.%�(,ad�. t �•r,;;i. :J` �• a�7'.�r`S'-'•M.� i'V,.•'.�: r�-.i J,J ` y y. r tl7 t�!'i, a, l•�, ,�+�3.��•K �5 '��•!.i�'.• �./�t 1�(�.. -�t`;.1 ^A4..�•h .,y.'i- j.i� t i� ���^..�i���tLr it,t .3:.r:y:\•y ... �.�+',;}}�r'f�wiai!t�•�••'' 11L�f:5b`�G•�r �.�j� •.Y.�. }.Gv� ,,fyy�.` 'X..\.;t�•r�. • .•r:f'•+;�a���•;�iiR, ry,•'••.'d�::�.�.',ti�'w; �i.::y_+.Ss`'r• +�^:•.'`:r t:�'•,�['a'v if,?.�.:s4��.�•1a:�'�.?• Page 6 ST-47165 PREMISES TO THE EAST KNOWN AS: District:1000 Section,043.00 Block:04.00 Lot:007.000 DEED#1: Grantor: Kostas Mylon.as.and Leonidas Pappalas Dated: 10/28/1980 Recorded: 11/5/1980 . Liber: 8909 Grantee: Despina Hartofilis and Elizabeth Bezas Page: 225. DEED#2: Grantor: Despina Hartofilis and Elizabeth Simeonidis Dated. 5/23/2014 f/k/a Elizabeth Bezas Recorded: 6/5/2014 -Liber: 12776 Page: 478 Grantee: Despina Hartofilis DEED#3: Grantor: Despina Dourmas f/k/a Despina Hartofilis Dated:9/7/2016 Recorded: 11/9/2016 Liber: 12887 Grantee: Paliria LLC Page: 391 Last Deed of Record l fllflf�illi llf ff llf if ilf if IIIILIIflI lll�llflf f91f flll I Illlil fflfl llflf Ifll fill IsurFara colmy emm =COMING PAGE Typo of Instrument: DEED Recorded: 11/09/2016 Number of Pages: 4 At: 03:51:49 .PM Receipt Numbax s 16-0178301 TEMSPER TAR NMWER_: 16-10907 LTBER: D00012987 PAGE: 391 uistrIcst: Section: Slack: Lot: 1000. 043.00 04.00 007.000 EXUMM AND CHARGED AS EOLWWS Dead Amount: 00.00 Received the Following Fees For Above Instrument Exempt Exempt Page/F.Iling $20.00 NO Randling $20.00. No COE $5.00 NO NY3 SRCSG $t5.00 NO EA-C'1'S� $5..00 NO ER-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200,00 No Transfer tax $0.00 NO Cw=.Pres $0.00 NO Fees Paid $520.00 TRANSFER TAX NOMER: 16-10907 THXS PAGE IS A PART CS THE 3NBTRE WAM THIS YS NOT A BIM. JUDITH A. PASCALS County Clef, SuE£olk County t�FtStR.SYCtNttALVYEZt�RE.y1t�f+lA7F0.3�SiFlW�Nt TFtt9NiSilgltlF]iT$FgtttD tiEtlgt�HrtAYYYF3LaCttt.Y TIOSINDEMttR6/madethe 7th dayor September Rots BEWEtBN Oerpkta /reddingat2ap8371bStreet;Af�t/ada,AewYft VOW 1�111�'f�Jc�. p3 11tp7•T' 040fi in party oftheit t pad.and t'8titaiLC,wiQtot6eestooetgdat20�837thtitradl;JWade,NewYork 1t193 petty of the saoptd part, Yf"CUBETH,t 01ft patty of ft rant PA in constdm *n ofTestan _ d atherpodd and vahrabte CortsiQatallDa? dialoaio wiao the pariy o!ttio ceoond pan.'the i>efm 1d the Py�Nv of the bno0nd ett does herft ram art mmom alaiasrfgns at fhepasty otthe secatd pail Meyer. ALL that costal plot Victor or pamal of IantL-w h the btSolnp and bpravemente ihemots etacfed,3bate, mM hatng tR the SEE SCHtEOULE Pi AHNMONERETOANDMADEAPARTHFREO6. Grantorbft1he imtte as grantee[A detddaladtlAay73.1614,totadedJlaw 5,2014 1dtbertlM12J76Pugt+478 in "OBtea or ola wouc county Cfark TOGETHER with a9 right,tale and iMaroLt if any,of ft party of ft last pM in sett to any atraea and roads abuti%Cie ahava deaatbmd preattea to the centar tins thereof;TOGETHER wBb.tho opportsosntes and at tho estate and tigbts of the party of the tW part in and to aatd prarr,isfa;TO HAVE AND 70 HOLD the prerttft:es liamin atarded Lento the party of the segma pert the hefro of sucmwr,r and asetgna at tta party of Me w nd put forays: AND the patty of tha first pall.umnania that ehe,party Of 1Ha first put hu not dons or truittired anylhbg w41trmbythe$wdpa%nPwsbwmtjemteit=beredleaey.W4WhalMf,atmWagefatssald. AND s»party of the rant pert in compBanae whh Sacftm 13 et the Liam taw,coaon.4ilc that the padyof the eat pat!wet Motive Lim emidoratton for I"axtMamles and w111 hold tfte d*9 to sacmlva aadt mnatderalbn as a httd fond to be applied th>tAw the ptu "&of peeing the colt of the Impropeatent and MMI applythe samo feet to the►payment of the mat of the tlnprowmeM bow U fag any pat of ttre fatal of the Slane for any other pUrpsce.Mho word`paV shah be monelmd as N 4 read parties'when ever Ella aertso of this Indentume so t'ortaitos. 1N MMESS WHEREOF,the party.of the f1 t part has duty arecated this deed Oho day and year gist abatta wdemt. Q tNPRESENCECFt t/1.1J/] Ggp4teHpAoWlr f3QtJ/tr�±lrtsQ,� ��� t '��1 Dt'JPfhle�'f�ti•��lJ SWWWALVA oCFernUM-11waz1aaadSpf MadvdkCavnsat>gdrntCeaattrYAClc—VRStomrAdawwiedamant FomW29O ACKNOWLEOCEMENTTAKENINNEWYORKSPATE .ACKNOWL£DGEMENrTAKENINNEWYORKSTATE stateoflYawYatk.Counryac(bXeas .sr. state orNCW Yolk Covaryof .ss Onthe 7th dayorsepteMber latheyearzd[6 Onrho day at iatheyear , btrotemG;theme`=ddOagned,patsanil(yappeared befonme.ificundersigned,ptomflysppeored Detpina'tn/t -Vp"'pllc19 perwnally known to me or proved to me an the buts of patontlty known to the or proved to me on the halls or saSsreelary evidence to he the it:441dasl(sy v*m tteme(s)is saiistbsstow7t evidence to be the individual($)whose tonne(s)It (fire)subictibed to the within hutment and a towladged to (tire)subieribod to the vmhin Instromcat end acknowledged to me that W$httthey executed, .the seine; in bldherAbdr, etc Unit helshchlicy greeted the seine In his)herhhetr eapaeky(ies), and that by lathrshheir srtlnpture(t) at the espsdry{itY} and that by hicrorrAbeir slpxv ro(a) an the insttvmoat.thaindhriduai(s).or the ptaan upon behalrafwbidr rusuumenL the indlvldual(s) atthepetsohupoabebairarwhrett a the ind•viduat(s)wed.exe 1 t the imaramem rheTndltiduat(a)aetcd, twted the insuument. t NOTARY PUBLIC k, MARYPUBLIC Mp p OPM G K11L/1idS No bpc,9tatd of Ya* 01141419dln puct0p Cuuitty CBmmlasroit Skohey Aug.81,21b5 ACKNOWLEIIOMENT8YSUBSCR181NC WITINEW ACKNOWLEDGEMENT TAKEN OUTSIDE NEW PORK TAKEN INNEW YORK STATE SCATF stop amevrYork,County or .st: Stateaf ,Caunlyor ,ss• 045he dayof in the year On the day of atdteyar hcrote am,the undcaigned,a Notary public is and for slid berbmme theundtniped personsllysppearcd State,personally uppearod thc"101 xiblog chats[Odic r*tegoiA9Instr11mcnt,with Wkm peatahally known to tat or proved to me im the basis of i am persavollyacilusIntett who,Wag by me duty swam,did swMartaty ev7de noa ro be_ths individtal(s).whuc,aaracis)is depose and my that hc(IW' hey retICKS)to rtrtheplace (06)subscribed to she within Instituzicnt and aaknowitdaed to orreddenee it in a chy.include the strut and street number Ir me that hefhdthey execuled the sarna In. hat hufthek any,thcreo(;dMhdsbddtty know(s) capuity(ies), riot by hiiAmMmir slgtntute(s) on the instrumeril,the lndiyltival(s)orthe petsoa upon beWf Drwhidt to be the individual dzcdbed in and who c=utcd the tho individual(j)octcd,executed the Dulatmtni,tnd that snrh foregoing intrrumont;thpt said sabscrlbing witness eau prt udl individad make sudr ancamnce before the nodersigned in the andsawsaid execute the soma); and that sold witness tt the aaac time a (odd tite City or political sub4l4ttm and the Auto or country or svbsen'bed bWheiNteirnamt(n)e2a Witness thenew. atherpt=thandrmwlydgenent was ltken). NOTARY PUBLIC pTAR P BLIC Bargain and Sale Deed With Covenants CCU=;Sufrolk �'�'!q TOMMM.Southold Despina i3 pAOpF7tTYABDRES5: T13PLuWiogtane O 4.ejfj'�,t Southoid,Nt w Yoh 11971 PBirtirtLLC d j�ts attt:noa; Title No. �,p, -'`, 3 etoq a 04.00 Lot 007.01)0 RETUMSYMAILTO: DISTR19UI'E116Y mabtophsra.Kulok4'Esq. ._ KvWS dt Chria9tomto4 Fags. � 21.74 Steinway Slrat v'oo JUDICIAL'I M Astoria,New York:11105 T:eaC•70!-TiTLI: Fe8t10-fAX•479& �a Page 7 ST-47165 PREMISES TO THE WEST:Sandy Beach Road a3 Page 8 ST-47165 Liability hereunder to indemnify the Town of Southold is limited to$25,000.00 for this search based on our errors and omissions policy. ABSTRACTS, CORPORATED BY: Yen terJ.Calvanese ior Vice President/Counsel TJT: HF/CB State of New York) County of Nassau )ss: On the 9 day of -2-023 before me personally came Peter J. Calvanese to me known to be the individual who xecuted the foregoing Single and Separate Certificate, and acknowledge that he executed the same as SeniorVice President/Counsel of Abstracts, Incorporated. NOTARY PUBLIC JOTARYPURLIM MALTERSMWYORK NO..OILI60O I QUALM-IN NASSAU COUNTY' COMMISIONXKPIRE JULYY • EY OF CERTIFIEDTO:ARTHURJ.SMITH T 11 MARYE.SMITH SURL�/J PKIMES WESTCOR LAND TITLE INSURANCE COMPANY STEF� I G SITUATE AT MAP N O.:O.:472-195 MA09 GREENPORT FILED.AUGUST25,1966 TOWNOFSOUTHOLD REVISIONS. SUFFOLKCOUNTY,NEW YORK ADD TEST HOLE 12/19/22 ,�tof NEW S.C.T.M.DIST.:1000 SEC.:43 BLK:04 LOT.,2 ADD SITE PLAN,PREP FOR ENGINEER , �,t W,yq 0 SANITARY DESIGN 2123123 `�4ER O 15 8 0 15 30 45 60 75 90 105 ADD PROP.SWIM POOL 2128123 * k SCALE.1"=30' DATE.DECEMBER 2,2022 LOT AREA:14,637 SQ.FT.=0.336 ACRE � 050538 a0 CURRENTZONING:R-40 �� Nos ' NON CONFORMING LOT§280-124 B aU�` FRONT YARD:35' REAR YARD:35' SIDE YARDS:10'MIN.25 TOTAL JEFFREYW.HADERER L.S. ALLOWABLE LOT COVERAGE:2,927SQ.FT=20% NYS LIC.NO.:050538 ELEVATIONS HEREON REFER TO NA VD 1988 i AND ARE THE RESULT OFACTUAL FIELD MEASURMENTS FLOOD ZONE BOUNDARIES HEREON AREAS DEPICTED ON THE F.M.A.FLOOD INSURANCE RATE MAP,MAP N0.:36103C0176 H EFFECTIVE DATE.SEPTEMBER520 9 TWINFOW TESTHOLEDATA LAND SURVEYING EL.:6.5' SUCCESSORW HANDS ON SURVMNG,MART/ND.HANDLS SILT LOAM 188 W.MONTAUKH/GHWAY,UNIT E3 (ML) HAMFTONBAYS,NEWYORK 11946 (V)631-369-8312-(F)631-369-8313 MIXED SAND emad.twirdork-slaudsurvey@yaboo.co.- W1 GRA VEL COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING (SP) 4 5' THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE WATER IN EL.:2.0'H.EG.W. CONSIDERED TO BE A VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE MIXED SAND PROPSED DRAINAGE. W/GRAVEL AA ROOFAREA:1,573 SQ.FF. (SP) '{/,�/� 11573 SQ.FT.X 0.1667(2°RAINFALL)=262 CU.FT.REQUIRED 11.0 PROVIDE:(2)8'DIA.X 4'DEEP DRY-WELLS TEST HOLE BORING BY SHAWN M.BARRON M.S. DECEMBER 15,2022 WATER ENCOUNTERED 4.5' BELOW SURFACE GARDE EL.:ZO'H.EG.W (/ ^ r 0 VACANT LOT 1 E�w'E0.SWG 0. N 85 54'00°E 107.34 - N IMPROVED P°E " - \ `ern _� SERVICED BY PUBLIC WATER t °I \ \ LOT 11 'v a 1.5'E Mk wan! ai I 1 4�6 ❑ 0o❑ / mm n 1 rn 36.0; �� a gip $ N my T <v� m .rAPaaw` \cirn�x_ia, m� 52.7 0 n y — n W ""S" �K " co 'a -n p L. J A� btu I / t�azs =z p r TES \ N0'E 118.15' 9 585,54'00°W / FLOOD ZONE X x a o cc) ccyT LOT 10 FLOOD ZONE m o ,r AE(EL6) ti IMPROVED a m \ O SER 0VICED BY PUBLIC WATER 0 1 IMPROVED m SERVICED BY PUBLIC WATER i OHM'me DIGITAL RELEASE SURVEY Or pU CERPFIEDTO:ARTHURJ.SMITH SMITH SURVEY r LBCKINGEL➢vER Sf+RPVELESS GEDTE%ILE MARYE.SMITH D./ELLIHG AN➢FILTER KILO L6xING CDVCF LSA MAY SLOPE 1F51LTRpTmt PTL WESTCOR LAND TITLE INSURANCE COMPANY RS TD GRADE RGPDSE➢GRP➢E I3X HA% GRADE 9.➢ 2.5'MA% ,5'MA% GRP➢E 9D GRA➢E 9b BD% 8 A IEJOB NO.:2022- 195S TP MAPN0.:4709S1 TEkMES PIH .—T AUGUST25,1966N FILED:GEP REVISIONS. p�toF NEW),, TOWN OF SOUTHOLD SANITARY INVERTS ADD TEST HOLE 12/19/22 SUFFOLK COUNTY,NEW YORK w B ADD SITE PLAN,PREP FOR ENGINEER �~ Q6� S.C.T M,DiST.:FOOD SEC.:43 BLK::04 LOT.,2 SANITARY DESIGN 2/23123 ADD PROP.SWIM POOL 2128123 Tt Tt 15 8 0 15 30 45 60 75 90 105 ADD STRMWTR MGMT CRTL PLN 8128123. SCALE:1°=30' DATE:DECEMBER 2,2022 LOTAREA14,637SQ.FT=0.336ACRE � �5053gs a0 CURRENTZONING:R40 NON CONFORMING LOT§289.124 B FRONT YARD:35' REAR YARD:35' W.SIDE YARDS:10'MIN.25 TOTAL NYS LI . O H050538 L S. NYS LTC.NO.:050538 ALLOWABLE LOT COVERAGE:Z927 SQ.FT=20% ELEVATIONS HEREON REFER TO NA VD 1988 AND ARE THE RESULT OFACTUAL FIELD MEASURMENTS FLOOD ZONE BOUNDARIES HEREON ARE AS DEPICTED ON THE F.M.A.FLOOD INSURANCE RATE MAP,MAP NO:36103C0176H _ _ TWINFORKS EFFECTIVE DATE:SEPTEMBER 25,2009 ,C ° LA1VD SURVE�' G PROPSED DRAINAGE: ROOFAREA:1,573SQ.FT. SUCL188 TOlONTALST/RIGHWA;UNID.NAND 1,573 SQ.FT.X 0.1667(2"RAINFALL)=262 CU.FT.REQUIRED 188 W.AfONTAUKHIGHWAI;UNIT£3 PROVIDE:(2)8'DIA X 4'DEEP DRY-WELLS HAMPTONBAIS NEW 1ORK 11946 (V)631-369-8312-(F)631-369-8313 email.•tllintorkslandsun a hoo.com TEST HOLE DATA "• COPIES OFTH/SSURVEYMAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE EL:6.5' CONSIDERED TO BE VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE SILT LOAM (ML) PDSiS-SfEEI TOR USIMPE TYPE DIGITAL RELEASE DRTHAR°W�➢ MIXED SAND 'r/� saux uESHDPExav ry wwE-wovEx wuv ruGurcE W/GRAVEL N� (SP) �� mrERumH-wRuirAw 4.5' ^ MAPPSOVED EOVAL WATER IN EL:2.0'H.E.G.W. FT MUTED SAND P WI GRAVEL (SP) �/ C TEST HOLE BORING10 c ` 1.m o E p 1.ItOV mm)FFA Rr(MAR MDW;01E NAx.B' 'ft� BYSHAWNM.BARRONM.S. VACANT MESH SPAOPIGIWIMFIITERCIDTHDVERF£x CDYPAD)E➢BACpRl DECEMBER 15,2022 m ERaa HroeE as E mnsEa nE rm RENG WATER ENCOUNTERED 4.5' ai1O1°FDPamNOAmsirau nEs SPACED EVERrx EMBED FltTER BELOW SURFACE GARDE LOT ammvTWvsEcnwsaPru>ERnDTHADpw b EL:2.0'H.EG.W EAaioTHERiIm'sxeuaEovEmAPvm Brsu r� 107.34' Wf#SANONDPA 6S 54'OO E w p➢TN ,.{WNiENANCESWILLBEPEflPo1W M —� Pl ° are v ➢ w�E ' �DH�" _--- R_------__EXISTING CONTOUR IMPROVED _may 's, of SERVICED BY PUBLIC WATER SECTION •8- PROPOSED CONTOUR � �•, I� "� �\ p ��, � PoslsFlrP' nrMAxcENIER TD rtwrrEn �r�iaw.aro�iHE r .X "� I 'II II I \Poa O I 11 1 eAC 0 SrGRAGE ❑ 00❑ ram W I a c I ' A0.0' \ I $ $$E II 6'PENEilMTID1'INID _ En 36.0' ? I 6a�"RII n tsE`"�scnoro ^ y: y ELEVATION \ i• �xi m vo m= I *�\\I �� �rlq If I o o SILT FENCE DETAIL mm m !\,�, �o � w.rolumaf � ma m o• mill� -rx of � o rAsrwacaswuas nm co errmrwmr.wxe»sm j~ o A� GFsv I s� I ��T 4il TLFND.•E ---- =GO tz) rAx —� 118.15, p FNDss 585�4'00°W srwwauExnm➢rzcrlwwrsEsuDsnlorm rwrrasrFsu wnPADrtcm.• / '��"s�En FILTER FABRIC FLOOD ZONE X DROP INLET PROTECTION DETAIL 'Ai x a of LOT 10 FLOOD ZONE n m m o °Rr I AE(EL6) IMPROVED 0 1 IMPROVED OJ SERVICED BY PUBLIC WATER m SERVICED BY PUBLIC WATER DRYWELL CROSS SECTION CAST IRON GRATE TO GRADE OR CURB INLET 4 TYPICAl PRECAST CONCRETE RING 500'RADIUS IMPROVEMENT AREA AREAL IMAGERY TAKEN FROM SUFFOLK COUNTY GIS-2020IMAGERY GROUNDWATER y MIN 2'ABOVEGROUNDWATER .; AR � b STABILIZED CONSTRUCTION ENTRANCE i PAV°f�r i Tz,. ai II I zs wE DR PROFILE am wTmu�� isnwESDE-usErs WE ORRECU QUORRECYC EDCONCRE EEO BVA ENT. '� AL T }s� r ■■ aEcrr�➢ m.wrrEsarnAvs➢rt�rr�cvraRAswvenrsNCEInrH+gnE �/1 , R f, • -A�RIOTIpYMMIEIW-rH Amp. BNW TESWHFLUWHAiivmW-1WRVF(r ORBOHESSOCCIIRS IWFlRYFDUR(2D FDOTIFSPKAF ''�-.I 1 � b � sra,EB�m�Y/�IU BEflAGFO ovER T1tE ENNtEARFA PfttlR roPUCP10 69�FpMEMM-ALLSURFACEMER 0.OW ORDWV DTOWM COK APWnMA�WNARPBtE 5�PtNM51�ESWILL BEBE RNlMEO W ).NAIMENM'CE-MEMDRANCE SNAILW WPITA—MA CO'mn10'/{MUCH WU OIR N PREVENrTRAG'IM MAOMNGOFSEOWEHrOMOPUBIICPoGNISOFMGY,AU , I , � ADLICEMROAO PL.A SEOIAfENTSMEA DROPPED.VIMHEDORTRACIEDO'ROPUBUCWGHBOF NUSTBEREMOVEODWEOIA)EtY. A NDw. 8NHEN WA$lN REDUW®,HNALL BFM DNAAREASTAMP WRH SN VWHA EIPERXIOEIC SIONEANOSPCIIORNNS P)fO ANAPPB0VED 5EDBQ:MnU➢PIM)OEWCE. $1 S, APEHtlAC➢eSPECDLWANDNEEDEDIMDlTEk1ALE 5NAILBE WN1VmEDAFfFA FAM `T1In i I REOUm +k • 1l DUST E —S&EE0�1'D COrR CONTADI.ANDSx,fMGE T G)APPROPRWTEMEANSSIMLLBEUSED TOCONTROLDUSTDURNGCONSTRWWN SCALE:1"=200' 100 50 0 100 200 300 400 500 600 700 B00 900 ■ • SURVEY OF CERTIFIED T0:ARTHUR J.SMITH LOT 11F MARYE.SMiTH WESTCOR LAND TITLE INSURANCE COMPANY ST MIG MES SITUA TE A T N2022-195 MA GREENPORT MAP NOO..:FILED:AUGUSGUS T 25, 1966 TOWN OF SOUTHOLD REVISIONS: ADD TEST HOLE 12119122 C, )F NEW SUFFOLK COUNTY,NEW YORK ADD SITE PLAN, PREP FOR ENGINEER P� y0 S.C.T.M.DIST.:1000 SEC.:43 BLK.:04 LOT.•2 SANITARY DESIGN 2123123 ����E'`l W• Hq0 �� 15 8 0 ADD PROP.SWIM POOL 2128123 15 30 45 60 75 90 105 SCALE.1"=30' DATE:DECEMBER 2,2022 LOT AREA:14,637 SQ.FT.=0.336 ACRE 050538 CURRENT ZONING:R-40 F-LA ND S�`�J NON CONFORMING LOT§280-124 B FRONT YARD:35' REAR YARD:35' SIDE YARDS:10'MIN.25 TOTAL JEFFREY W.HADERER L.S. NYS LIC.NO.:050538 ALLOWABLE LOT COVERAGE.2,927 SQ.FT.=20% ELEVATIONS HEREON REFER TO NA VD 1988 AND ARE THE RESULT OF ACTUAL FIELD MEASURMENTS FLOOD ZONE BOUNDARIES HEREON AREAS DEPICTED ON THE F.M.A.FLOOD INSURANCE RATE MAP,MAP NO.:36103CO176 H EFFECTIVE DATE:SEPTEMBER 25,2009 T WNFOWKS TEST HOLE DATA LAND SURVEYING EL.:6.5' SUCCESSOR TOHANDSONSURV07NG,MARUND.HANDL.S. SILT LOAM 188 W.MONTA UK HIGHWA Y, UNIT E3 (ML) HAMPTONBAYS,NEW YORK 11946 -8.1' (V)631-369-8312-(F)631:369-8313 MIXED SAND email.•twinforkslandsurvey@yahoo.com W1 GRAVEL COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING (Sp) THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE -4.5' CONSIDERED TO BE A VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. WATER iN EL.:2.O'H.E.G.W. MIXED SAND PROPSED DRAINAGE: W1 GRA VEL ROOF AREA:1,573 SQ.FT. (Sp) i 573 SQ.FT.X 0.1667(2"RAINFALL)=262 CU.FT. REQUIRED TEST HOLE BORING PROVIDE:(2)8'DIA.X 4'DEEP DRY-WELLS �/� '�� BY SHAWN M.BARRON M.S. DECEMBER 15,2022 WATER ENCOUNTERED 4.5' /�A BELOW SURFACE GARDE EL.:2 O'H.E.G.W vc 0 0 VACANT LOT 85G54'00-E PIPE0.5WO 0.3'N `` _^' 107.34' 0. - c� D.,'E l0 IMPROVED / o PIPE 0.3'W _ _ _ A SERVICED BY PUBLIC WATERpR LOT11 iDpOSED 7. SHED cd, I AEIUo\ p Wi FRAME DW GAR_1.5'E o I I I I \PP NC UNURS \\ 0, VINYL •� I I 4�.0' ❑ 000 \ STORAGE n � TFM m< a I �_� 36.0,T �o o T � N TON �/�� [ J\ o oC;4832 2CJ t�CTC � ll 0 ` \ �['KY�� / gay U 03cn m \ / 03 D] p,F�POSED WATERSERVI.F• \\12'X 18-- m$ L N r m _ - � GA@AGE �� 1 52.7 0 m o \ �„ W/R00��QQECK / Vj D Q 1 \\ GF.'9.01 - I w 4 o�fF0S am 90 :13o D ��O1p0 1 N w4 / 1 1 c-n Op \ •� I O.T S O a r / I //11:3 NC.MON FN 0.4'E a Z� m 1` TES a a 6 FN 0.3'S N \ S 85°54'00"W 118.15' a 3ES my c-) , \ FLOOD ZONE X x a o a�p �T LOT 10 FLOOD ZONE a m \ m o ° �q, AE(EL6) IMPROVED rn N 1 IMPROVED o SERVICED BY PUBLIC WATER EASUUCN ES=RSUSD RFC�RDOR m SERVICED BY PUBLIC WATER UNRECORDEDARENOTGUVUN?ED UNLESS FHYSIGLLY LVDENrAT THE 77LE0FSURVEY. THE OFFSET(OR DOffNSIONS)SHOWN HEREON FRONTHESTRUCHIHFS TOTHE PROPERTY L INES ARE FOR A SPECIR PIIRPOSEANLIUSEAN➢�LUORE ARENOTINI WTOGUNETHE ERECUCNOFFENCES RETAWWG WALLS.POOLS PADOB,PLANTWG AREAA ADDITIONS TO VG W N. ANOANYOTHEfl LONSMTRUCHON. UWA RJWD AITER4WNGRADDWN TD MSSUHVEYISAMLAIH#LOF SEGO(NVT OFMENEWMWSTATE EDUGTIONLAW. COPIES OF THLS SURVEY NAP NOT SEARING THE LMD SURVEYCRSWNED SEAL OR EA@OSSEO SEAL SHAILNOTSECONSIDERED TO SEA VALID 71TLEWO .. CERDFIGIIONSWOIGIEO HERONSHALL RUN . . BdYTG�PERSOA Pofl WHON7HESURVEV LS PITEPARED AND ON NU^SHW FTO THE TT • LNDNNRn=GO VNELRISNNEDM HALRAOGN[WCNY D MEASVESOFiN T nfUM CERGbNSMEWTTRAUSFFA NApB IE DIGITAL, RELEASE DIDRU PISRRNIONSOR SUSSEpUEN/ OWNERS i SURVEY o� CERTIFIED T0:ARTHUR J. SMITH TO GRADE GRAD FILTER GEOTEXTILE LOT 11 DWELLING LOCKING COVER MARYE. SMITH SAND FILTER FF11,0 LOCKING COVER 157 MAX SLOPE INFILTRATOR ATL WESTCOR LAND TITLE INSURANCE COMPANY COVERS TO GRADE ROPOSED GRADE 15% MAX A 0 GRADE 9,0 2,5'MAX / GRADE 9.0 GRADE 9.D .5'MAX ST "LING H ES I GRADE 8.0 /3 SLOPE 3' BEYOND ATL IE 4' SDR 35 IE7,3 IE7.2 IE7.0 BOX IE6,8 IE6, -"�--� SITUA �� [LUPITCH 1/4'/FT EL6.1 I JOB NO.:2022-195 A TN A N FUJI DENS ELSb MAP NO.:4709 WALL ' 4' SDR 35 PITCH 1/8'/FT 3'MIN TYP GREENPORT EL2.9 HEGW=2,2 FILED:AUGUST 25, 1966 REVISIONS: OF NEW TOWN OF SOUTHOLD SANITARY INVERTS ADD TEST HOLE 12119122 �� W y SUFFOLK COUNTY, NEW YORK NTS ADD SITE PLAN, PREP FOR ENGINEER cx1 W. I 0,Q S.C.TM_.DIS_T_.: 1000 SEC.: BLK.:04 LOT 2 SANITARY DESIGN 2/23/23 -� ADD PROP. SWIM POOL 2128123 su 15 8 0 15 30 45 60 75 90 105 ADD STRMWTR MGMT CRTL PLN 8128123 SCALE: 1"=30' DATE:DECEMBER 2, 2022 REV. PROP. DWELL 9/26/23 _; -.+v TEST HOLE DATA r o�LOT AREA: 14,637 SQ.FT. =0.336 ACRE i`,`:�.1 i `, '; C EL.:6.5 > ',1'•, CURRENT ZONING:R-40 SILT LOAM �DtAND SUCH NON CONFORMING LOT§280-124 B (ML) -3 1 FRONT YARD:35' MIXED SAND REAR YARD:35' W/GRAVEL SIDE YARDS: 10'MIN. 25 TOTAL (SP) -4 5, JEFFREY W. HADERER L.S. ALLOWABLE LOT COVERAGE:2,927 SQ.FT. =20% NYS LID. NO.:050538 WATER IN EL.:2.0'H.E.G.W. PROPOSED LOT COVERAGE:2,237 SQ.FT = 15.3% MIXED SAND W1 GRAVEL ELEVATIONS HEREON REFER TO NA VD 1988 (SP) -11 0' AND ARE THE RESULT OF ACTUAL FIELD MEASURMENTS TEST HOLE BORING FLOOD ZONE BOUNDARIES HEREON ARE AS DEPICTED ON BY SHAWN M. BARRON M.S. E,SEMENTA RECOIDECOR"DE STRECOR ES RECORDEDUA UNRECORDED ARE NOT GUARAT THE THE F.M.A. FLOOD INSURANCE RATE MAP, MAP NO.:36103CO176 H DECEMBER 15, 2022 DNLEBPSURVCALLYE°'DE"'""HE TWINFORKS RME OF SURVEY WATER ENCOUNTERED 4.5' HEREONFROMTDINE"UCTU'ES TO EFFECTIVE DATE:SEPTEMBER 25, 2009 HEREGNFRCMTHREFORASEG FI HE BELOW SURFACE GARDE PROPERTY NESAREFORASPEDI"° LAND StIR[KEYING PUIPOSEA lbEANO THEREFORE ARE NOT INTENDS°TO GUIDE THE PROPSED DRAINAGE: EL.:2.0'H.E.G.W EALLSRECTIDNOFFE"°E RE'"'"'"D SUCCESSOR TO HANDS ON5MVEHNG,MARTIND,HAND Ls WALLS P T1 NS TO PLDfNGS AREAS ADDITIONS TO BUILDINGS AND AN OTHER CONSTRUCPON ROOF AREA: 1,469 SQ.FT ONAUTIDRIIEDALIERATIONORAMnON 1 W.M NTAUKHIGHWAY, UNITE3 1,469 SQ.FT.X 0.1667(2"RAINFALL) =245 CU.FT. REQUIRED SECT(THIS 9OFrHEnE01VYQRN°srArE HAMPTON BAYS, NEW YORK 11946 __�__-____-_EXISTING CONTOUR EOUCATION— PROVIDE:(2) 8'DIA.X 4'DEEP DRY-WELLS '- CORESOFTHISSURVEYMAPNOTEEARING (V)631-369-8312-(F)631-369-8313 THELANDSURVEYCRG INr EO SEAL CR email•twinforkslandsurvey@yahoo,com E'r SED SEAL SHALL NOT BE CO-OERED TO EE AYAUD TITLE COPY CERrIfICAPONS INDICATED HERON SHALL RUN °FREPAR DAND NL SBEHAFTOTH 5°R"EY COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING -8 PROPOSEDD CONTOUR T1 PEECOMPANY, DNHISBEHALF TOTNE "TLEDOSSI GDVERNMENFAL THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE LENOINGINSTITUTIDNLISTEDHEREON AND TO THE ASSIGNEES IOTHELENDINGINSTI TOAC DER TIHCATITUTONSNOTTRANSFENT CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. TO Ap0'TIONAL INSTITUTIONS OR SV&SEpUENT OVMERS POSTS-STEEL,TOR U SHAPE TYPE OR 2"HARDWOOD FENCE-WOVEN OPENING G GAUGE 6"MAX MESH OPENING A FILTER CLOTH-MIRAFI 140N yam/ OR APPROVED EQUAL 7�s , qI/^ 36"MIN.FENCE POST--,," o z z IVIYVV C � g � W �F J NOTES: LL O UNDISTURBED GROUND— III FLOW O 1. WOVEN WIRE FENCE(MIN.14 12 GAUGE MAX.6" '`� III �—�- VACANT MESH SPACING)WITH FILTER CLOTH OVER FENC. ;} COMPACTED BACKFILL 1 Z FILTER CLOTH TO BE FASTENED SECURELY TO t6*X6"TRENCH WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" LOT 1 AT TOP AND MID SECTION. CMOTH6ILTER MIN 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN INTO GROUND 10 EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 85'54-00"E 107.34' p�P��E�1'_ pN E3 ` 4.MAINTENANCE SHALL BE PERFORMED AS \ - - °^�' IMPROVED NEEDED AND MATERIAL REMOVED WHEN"BULGES" - PIPE 0 3'IN OJ, DEVELOP IN THE SILT FENCE. SERVICED BY PUBLIC WATER SECTION r�"-�" PROPOSED _—'• x�LOT 11 12'XI 4 (p- O. WOVEN WIRE FENCE(MIN 1412 x -- SHED m� •, GAUGE MAX.Be MESH SPACING) PROP.• POOL FRAME POSTS(TYP.) 36"MIN.FENCE POSTS. i i 1 CS7 GARAGE f0'MAX CENTER TOCENTER DRIVEN I6"MIN INTO THE �� ! �,- { 1 1 PROP.\ GROUND 8X4 GAR.1.5'E U7 F POOL QUIP. W ! �8 A/C UNITS \� \ ` 0' VINYL / \ •�7�� STORAGE W Z f j hl i �11! TENT ! III I 1 CA 1 ❑'l-]I O❑ �.. / W LT E CE G�i II _ - ZoSao A . 0 ° � - 6"PENETR4TI0N INTO m m D ^� 0 36.0' o jmy =20 ll `�' is°ESEcnON) 0Q. fez° co A rIz � Z ELEVATION m j\N 01 ��' �;}�; o o Q SILT FENCE DETAIL I cn T. ---------- pR POSED WATER SERVICE 53.0' c0� _ 12'X18' ;A r°m O I W ROOF DECK��� I I' O $ z FASTEN CROSS BRACES m \ T TYPICAL 2714"POSTS_�.:� TOGETHER WITH SCREWS OR bNCRE GF9 �� I (DRIVENI2"MINIMUMI 0 BfiABluzeO_ PROPOSA SOIL 0 S7RUGT10 WA$HQUT DRIVEWA 11Em STOCKPILE I�• D 4 ENTRANCE I� STRTI /"VICE / AREA II //'�— S(LTFENCE ' / R,OP�f w II / \ \ Tn/�' SEDO\ ��� W-�'- ORAINAGEINLET O T ✓a / \ --� EMBED FILTER z �6 \ � n a CLOTHE"'-12"--/ °°'. � (�11 O ; x_I x ANC MON FN 0.4'E INTO GROUND �- z �S70C EFENCEI r FRAME NOTE: a cc� �6 Gl .MON S 85°54'00"W 118,15 I BINB.3'S STRAW BALE INLET PROTECTION MAYBE SUBSTITUTED O FN 0.3'S / FORT DETAIL SHEET). PROTECTION FILTER FABRIC (SEE DETAIL THIS SHEET). m \ FLOOD ZONE X DROP INLET PROTECTION DETAIL m 0 �To LOT 10 FLOOD ZONE: IMPROVED o AE(EL6) n m oq> 1 IMPROVEDC WATER Sj SERVICED BYPUBLIC WATER m SERVICED BY PUB DRYWELL CROSS SECTION CAST IRON GRATE TO GRADE OR CURB INLET rl, 4, f; T_YP_ICA PRECAST CONCRETE EACHIN 500'RADIUS IMPROVEMENT AREA RING AREIAL IMAGERY TAKEN FROM SU��F.FOLK COUNTY GI S-2020 IMAGERY - Ir R , "" .,Igl,. ce;", .'- "" -,. - •,.r f '" , GROUNDWATER J ,. '��.,y�r i• � f°1 �~ �g ' k. � ,,f` � -'l'"ak.� 'h� .. - t•' - # ../ii/i/i P. MIN 2 ABOVE GROUNDWATER T' rJ u .lU 1�� �f�� ,-\,��m L(lj i "!:_ Pr',,'ldf� .Y.., // 3 '\„/',rr i`'. A'i•t,�4 "�� 1 ^ `�Y� �4A'.31'$„ � �^� �,�q' x`� *,,>• B < C„4' 41 110 STABILIZED CONSTRUCTION ENTRANCE E�i �Vff e �_8O'MIN. F ! 3'MI �y_ EXISTING EXISTING GROUND PAVEMENT 4r� } ri-r-n_iiL FILTERS MOUNTABLE BERM 2 STONE OR PROFILE CLOTH (OPTIONAL) 1.STONE SIZE-USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. RECYCLED CO 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE i ? `!� / _ '^ ':. �( e:�. y-^•'',�• ' '"KKXj 80'MIN A 30 FOOT MINIMUM LENGTH WOULD APPLY) ' .� +t { 3t, +.•w/ 'i '•„ .!�. A�'� "V� "t_ , ' 3.THICKNESS-NOT LESS THAN SIX(6)INCHES 4.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT i a POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE lip ENTRANCE TO SITE. o '"1 e " 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING " - -� OF STONE I,?"`' I r;, ✓ e fir. A IXISTIN ¢ 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- "+� GROUND STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS ,p. Y IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. ,' '«` ,°' `E, °t•,. � °`� ' '-` 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED INA CONDITION WHICH WILL a � 10'MIN.OR MAT H PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAX ALL �� g «, { a `;1' , ,r .s r •1 ADJACENT ROAD WIDTH a ,1P Y J �S SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY `•,, • '^+r' r� `'t' A',, ". ' Id".f AL:- MUSTBEREMOVED IMMEDIATELY. '� 3 - ��^: • , PLAN 8 WHEN WASHING IS REQUIRED,17 SHALL BE DONE ON AREA STABILIZED WITH NOTE: 10' STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH ORESSINGWfTHADDlTIONALSTONEAS REQUIRED. $ DUST MITIGATION MEASURES: 1)LIMIT VEHICULAR SPEED ONSITE USING TRAFFIC CONTROL AND SIGNAGE 4 C,.�✓ 3 { + ? y' A 2)WATER ONSITE AS NECESSARY TO CONTROL DUST 3)APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION emu tw SCALE: 1"=200' - — --7 100 50 0 100 200 300 400 500 600 700 800 900 _ -I/V VENTILATION PIPE TO GRADE GRAVELESS GEOTEXTILE SCUM DAFFLE B LOCKING COVER SAND FILTER 7•-10 DWELLING A* A CHAMBER Volume(ep LOCKING COVER 15X MAX SLOPE INFILTRATOR ATL 6" •-o} FF11,0 COVERS TO GRADE ROPOSED GRADE 15Y MAX ° Anaerobic Chamber 277 CILIFT T MP Anaerobic Filtration Chamber 278 GRADE 9.0 2.5'MAX - IR LIFT PUMP /g GRADE 9.0 GRADE 9.0 .5'MAX ISINFEetmN Aerobic Contact Filtration Chamber 127 r ev.�vecno+ ems.o,vewu Stom a Chamber 63 RADE 810 wwtY ay.suMermv ,v°S YLINDER(OPTICNAU /3 SLOPE 3' BEYOND ATL 3, a Disinfection Chamber 4 BOX 6,8 IE6, 6 IE7.5 IE7� w,wuxc ,b even 4'INLET PI 'OUTLET PIPE Total Volume 749 4' SDR '/ IE7�2 IE7.0 ,mm�. o,,.,,;„..u;..,.,,N.�.. PITCH 1/4'/FT I A FUJI CENS EL6J wEL5,6 - .x..,-..,,w,-.mv.4.a�m SPEC[F[CnTIONS WALL 4' SDR 35 .owe.unra .. .e..-.aa..,.o.�,rm<a-e.��wa,ru..PITCH 1/8'/FT 3MIN TYP ronet )„„„e, Anaerobic Medin PP/PE Filiin Rom 32%eEL2.9 HEGW=2.2 t+• e��a '=++nay �' m o FFLUENT BoardT eAerobic Mdia PVC/PP/PEata 16%INLET GAFF IR LIFT PUMP Aerobic Media PP/PE Fillin Rote 5SANITARY INVERTS r M 4 T nk 2.8 e� NTS Pi lI PVC/PP/PE RECIRCULATION PIPE LOW BAFFLE /2-AIR INTAKE Acce59 CaVere Plastic/Cast Iron FLOW OPENING<TYP (CLEANING OPENING) g Disinfectant( Donal) Chlorine Tablets 6 PLAN VIEW POLYLO(20-SAFETY SCR 3' PA 3009-SS LYLDK 24•HEAVY COVER POLYLOK 20'HD COV POLYLOK 20'HD COVER PA 300E-HD O PA 3017-C20 PA 3017-C20 LYiJ3K 24-SAFETY SCREEN PCLYLOK 20'RISER PA POLYLOK 20'RISER PA PA 3WB-SS PA 3309-RP PA 3 9-RP PCLYLGK 24-RISER PAN POLYL@c 20'SAFETY SCREE Pill 300 PA 3001 6, ISINFECTION FUJIMAC80R BLOWER UNIT CYLINDER(OPTIMAL) LOV OPENING SASSEMBLY ARD TYPE NTACT MEDIA BOX POLYLOK20 D�ox MENA 4X CONTROL PANEL PART NO.3017-20 GRATE- PART NO,ao17-c2o GRATE- PART NO.J0171i20 ® CIRCULATION MATERIAL-HOPE I?TALL ISR PART NO.3W9 CONDUIT IT FUJI 12 TALL RIBER PARE N0.3009ii126u O LLEAN IANIT 4'-4 4'-3' 4'-2'�� CONDUIT TO ELECTRICAL SUPPLY PRESSURE TREATED 4'%�� t 4'POSTS �� Wri VT 21@N RGPOSEDROBIL MEO[A RADELADJ$THDl1IXPL(OVERTO(RADEYONRISERS RATIO!ASSEMBLY 05 P.MTNL A7OI0BLETS AT SNE EIEVATM WITH M IEVRDfi DEMO FUJI CLEAN CONTROL PANEL DISTRIBUTION BOX NTS SECTION A-A VIEW SECTION B-B VIEW o JI0GII A��S OWTS NTS VACANT LECINC,Comm MR S THE FUJI CEN-5 OWTS CSB MBLOWERANDENCLOS COVER LOT I FUJICONTROLPANEI PLUG 2'-D' Design Professional's Certification Required. (THREADED) SQUARE 6- MAIN ELECTRICAL PANEL Submit P.E.or R.A.Certification For CTRICTOFUJICONTROL PANEL MODEL C DISCHARGE PUMP v ��N \ \\, �\ CONTROL The Installation and Construction of the Sewage Disposal System N ON El, 5 ✓� lOf IMPROVED CONCRETE BASE •1 CB A 1 WC.NTR.L B. M 7 Use Form WWM-073 r i \ LOT I p \ SERVICED BY PUBLIC WATER CLEANOUT BOX hh CLEANOUT t ` mot ADAPTER ADAPTER AIR BLOWER ? z cn w m � � B'MIN` � WE j 30 DEGREE FITTING TELEPHONE SERVICE IIT NO60 YE RJ31 i k3 NR CIRCUIT BREAKER SPECIFICATIONS 2 HIGH WATER ALARM `` � _-` ELECTRICAL PANEL i )It s FLOW CB A - 30 AMPS VERIC13MM CONTROL PANEL 3 >o N 36 aL - 20 AMPS FUJICLEAN I/A OWTS SEWER LINE CBI CB2 - IS AMPS CB3 - 15 AMPS ea CLEANOUT DETAIL = WIRING DIAGRAM 11 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NTS SANITARY MIES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A g; , `� t ttN`tN ' o 6' 6' 1'COVER MIN L THE OWTS INSTALLER SHALL HOLD AN ENDBESEMENT FRON THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SINGLE FAMILY RESIDENCE ONLY vN NA— 2 AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN TIE OTETRENANDE PROVIDER AND THE = SHALL BE PROVIDED 10 THE SCDHS YAKS, \ AIGPR y ao ux T a p I OVTS UNIT TO BE SELF VENTING-NO ME TRAP INSTALLED DATE 5/24/2023 H.S. F-NO. R-23-0581 ' 4.UNSNTADLE SOILS SHALL BE REMOVED AM REPLACED WITH SAND AND GRAVEL,(SP OR SO UNDER TRENCHES APPROVED Al(rw _ `DAtYRT/ 6• EXTENDING DOVN INTO A H➢INUH SIX-FOOT STRATA OF ACCEPTABLE SAND AND GRAVEL EXCAVATION DEPTH TO BE TO ELEVATION. WCE1 IN 2P' MIM0 TO ENSURE A 6'STRATA IF ACCEPTABLE SOILS. FOR MAXIMUM OF 4 BEDROOMS ' , •a'Ma ..mrm o IL THE CONTRACTOR SMALL NOTIFY TIE BESICdN EN6DEER 1 WEIX IN ADVANCE OF RETA➢IUIG VALL AND OUTS INSTALLATION �r 3 i t �ro,a*'.� �R EXPIRES THREE YEARS FROM DATE OF APPROVAL �e s 3 TEST OL ib BP t xm 6 SANITARY COVERS LESS THA 60 US WILL HAVE SAFTEY LID/COVER UW s 7.ALL a ELECTRIC SERVICE ANDLLS SHALL BE A HIM UTIIITY WIRE�To BE 10 T SANITARY AND VATER LIES - FINv a.Y mwna FLOOD ZONE X "� "`" ''"``°"" � SILT LOAM EL165' EXCAVATION INSPECTION REQUIRED LOT 10 FLOOD ZONE INFILTRATOR ATL (ML) AE(EL6) IMPROVED \ �' IMPROVED o SERVICED BY PUBLIC WATER 4-FOOT TRENCH DETAIL -3,1' FOR SANITARY SYSTEM SERVICED BY PUBLIC WATER NTS MIXED SAND W/GRAVEL SITE INFUTION, BY HEALTH DEPARTMENT LEGEND (SP) HEGW.:2.2' ADDRESSI 285 BEACH ROAD,OIEENPDRT,NY. [� GGSF-GRAVELESS GEUTEXTllE SAND FILTER -4,5' GWELi 2A' ST4 DJ 43 4d WATER IN SITEE PLAN BASED ON SURVEY FROM TWIN FORKS LAND SURVEYING DATED 12/2/2022 EXGGSF-EMNSION T3RAVELESS MTILE SAND FILTER MIXED SAND LOT AREA 1031 MIT.=0,336 ACRE C/D-CLEM W/GRAVEL ALL ELEVATHON REFEREED TO NAVD'88 DATLN SCDHS APPROVAL CMFUJI CENS 440 GPD (SP) ALL SURRpU M LOTS ARE DERIVED CH PUBLIC VATER VITH 15TY IF SITE -1L0' DRAINAGE STRUCTURES NOTED IW SITE Michael Maes,P.E. DB-DISTRIBUTION BOX NEOF NEW,, 163 PENINSULA PATH ao zo to o to 20 so —vN — VATER SERVICE TEST HOLE BORING THERE ARE NO IUDERfRDlfl4D FUEL TIPB(S @N SITE ytP�tu 0- o I I 1 I I I I I I I BY SHAWN M.BARREN M.S. NO SURFACE VATER VITHIN 39 OF SITE c d+P P4- RIVERHEAD,N.Y 11901 ELEV-EXISTM SPOT ELEVATION * �� ' t PHONE 631.36B•2170 DEENCOU 15,D 4 DUELLING L CS H VAACE %x 295 BEACH ROAD SCALE:t-=zo' � WATER ENCOUNTERED 4S' SURVEY ff LOTS ll HAP ff STERLIhO HOES AT GREQ�T � U-PROPOSED BEDr ELEVATION BELOW SURFACE GRADE CURRENT ZONING:R-40 —E PROP O/H ELECTRIC SERVICE ED 2,2'H,E,G,W �0705 1 sD PROPOSED RSANNITARRY PLAN A TEST HOLE DATA "�ZSS Ye. ' DATE Y20-202J sCALEt'-m' Ism- O' 1 I LOT AREA: 14,637 SQ.FT.=0.336 ACRE CERTIFIED TO:ARTHUR J.SMITH MART E.SMITH DIGITAL RELEASE CURRENT ZONING:R-40 WESTCOR LAND TITLE INSURANCE COMPANY NON CONFORMING LOT§280-124 B FRONT YARD:35' REAR YARD:35' JOB NO.:2022-195 SIDE YARDS:10'MIN.25 TOTAL MAP NO.:4709 ALLOWABLE LOT COVERAGE.2,927 SQ.FT.=20% FILED:AUGUST 25, 1966 j REVISIONS: ADD TEST HOLE 12119122 ..% OF NEW y ELEVATIONS HEREON REFER TO NA VD 1988 ADD SITE PLAN,PREP FOR ENGINEER : Q W. O AND ARE THE RESULT OFACTUAL FIELD MEASURMENTS �i �� yqp 'per A ' SANITARY DESIGN 2/23/23 FLOOD ZONE BOUNDARIES HEREON AREAS DEPICTED ON ADD PROP.SWIM POOL RTL P3 * ,t ADD STRMWTR MGMT CTL LN 8/28/23 THE F.M.A. FLOOD INSURANCE RATE MAP,MAP NO.:36103COl76 H REV.PROP.DWELL 9126123 FEFFECTIVE DATE.SEPTEMBER 25,2009 LOC.FOUNDATION 12129123 050538 AND LOT 1 JEFFREY W.HADERER L.S. N 85 954100"E 107,34'_ _ Ping Wp F E N� ` /�/�\ NYS LIC.NO.:050538 O PIPE. W — — 0� 6 " '1 1 V LOT 11 �,9�o `Jcz J CDC �i GARAGE `� V "1.51E 7 WIN FUMS ( RV OWN ------ B.SW I,� LAND SURVEYING STORAGE rn 40.0' revr SUCCESSOR TO HANDS ONSURVEYING,"TIND.HAND LS.w 78.7 z 188 W.MONTAUKHIGHWAY, UNITE3 T HAMPTONBAYS,NEW YORK 11946 m T--,Cc ItN (V)631-369-8312-(F)631-369-8313 a � �1 � o n� oho email.•twinforkslandsurvey@yahoo.com zv T g 1 =1 y COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING �L. O m THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE a \w Z 6.6Q a.r o CONSIDERED TO BEA VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. c) za4' 52.9 = � O O N N O SmREsRSDW0 Q r off RLW rNEsm Es R rNE RMFOSEAAODUSE� REFVFEO IRE NOrVIiEImEO rooUmE iNE !�!222�J��� ERECT/ONOFFNOEQ RtTANlNq D � L_d o('� n� MALLS.Pod.&PA1W9.IMORO T O v V ASEas,Aooma�roeonnwas Mm AV Y011�OONSmtACiMN. I�t� o \ N uxavnasvfoumunoxaaAocmar O\Tr--- $ / / 02 E 3 WTWSMs SAWOLA OF �ZO FN 0.41E SEcrroNr CFrHENEWMRNsutE /�_ NC FRAME Eou"sto w �a CONQ.NON S85°54'00"W 118.15 BIN6.ss p SURVEY OF "FR��R�, P�,EE USQSS StA1V SW NO EALM i—Q RJ0.3'S / Jfi�t 8 ?C24 TOWAVALOMw/.NorsEcondSmERm rosEAvum rmEaoPr. #IG 1 SENHFrAnaysNmmwrEoxERoxEIHEW 0:m FLOOD ZONEX 6MEWNEFERso FOA"HOY IEBRVEV ePaEPAREOANNONN r�s EEwuPro THE Z x a O "war LOT 10 FLOOD ZONE �� � µN IEIIEXAV MmRmWVL6fE01e•(¢QN.ANO ro rHEAssmNEFs oFnrEiEnrwnn Nsn. NmML OE RWTONSAREW rNMISMUME roANOIROA'Al NA9mmms OR 81.ssmuBrr a m m o °R" aY AE(EL6) ITILDING DEFT. ONHEEB o o TOWN OF SOUTSOLD ST MES m STUATEAT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK S.C.T.M.DIST.:1000 SEC.:43 BLK.:04 LOT.2 15 8 0 15 30 45 60 75 90 105 SCALE:1"=30' DATE.DECEMBER 2,2022 LOT AREA:14,637 SQ.FT.=0.336 ACRE CERTIFIED TO:ARTHUR J.SMITH MARYE.SMITH CURRENT ZONING:R-40 WESTCOR LAND TITLE INSURANCE COMPANY NON CONFORMING LOT§280-124 B i, FRONT YARD:35' REAR YARD:35' JOB NO.:2022-195 SIDE YARDS:10'MIN.25 TOTAL MAP NO.:4709 h,l ALLOWABLE LOT COVERAGE:2,927 SQ.FT.=20% FILED:AUGUST 25, 1966 REVISIONS: LOT COVERAGE: 1525 SQ.FT.= 10.4% 0 F NE � ADD TEST HOLE 72/19/22 i I FLOOD ZONE BOUNDARIES HEREON ARE AS DEPICTED ON ADD SITE PLAN PREP FOR ENGINEER THE F.M.A. FLOOD INSURANCE RATE MAP,MAP NO.:36f03C0176 H SANITARY DESIGN 2/23/23ADD PROP.SWIM POOL 2128123 * �' vs EFFECTIVE DATE:SEPTEMBER 25,2009 ADD STRMWTR MGMT CRTL PLN 8128123 C; FT REV.PROP.DWELL ,212913 LOC.FOUNDATION f2/29/23 ' DIG�� 'L REL 'SE FINAL SURVEY. 1125125 �►�� 050538 F�CANDS 0 0 � LOT JEFFREY W.HADERER L.S. 107.34' PiPEO.5W MOON NYSLIC.NO.:050538 N 85054'00"E ° o.1'E °PIPE 0.3'V/ �� LOT DB FRAMCEE QARA LM4 LA11 uii og OWTS GAR.1.5'E -"--- TWIN FORKS Z � i a DW FN0.4'N z m� m oa AiC NOT 0.5'W VINYL o x o� TS BDx STO�tE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LAND SURVEYING T O I ' B 2yg. A APPROVAL OF CONSTRUCTED VVORKS FOR SUCCESSOR TO HANDS ON SURVEYING.MARTIN D.HAND LJ: y w ASINGLE FAMILY RESIDENCE 188W.MONTA UK HIGHWA Y,UNITE3 �Z m 7g HAMPTON BAYS,NEW YORK 11946 I 3/2812025 1 _ R_23-0581 �^ (V)631-369-8312-(F)631-369-8313 LW LM2 -- my �n Date_,_�_�__ H.S. Ref ho. Cj) N email:tivin/brkslandsrirrev@yahoo.com WPIZ OODPLA o T i m � w °p The sewage disposal and water supply facilii sat this location have been v 3 , &STEP 7 ch inspectedsewn e dis certified b this Department or other agencies and found COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING g� k t, y p THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE m t- to be satisfactory FOR MAXIMUM OF 4 ____BEDROOMS. a cE 0 0 y CONSIDERED TO BE A VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE n WAT�Rt WE 52.9' _ WATER ... C 4.8'—FRAM_ h r►A c _ 7J riv KEY LEC. GARAGE 00 _ JO.''%7tIPfJ PAI, P.E.,CHIEF E.s�L r—ORsU=VACE METE c o ABOVEGROUND biAUCTYAFSIL'.Y`AO�OA v n N STONE DRIVEWAY J PLWppR OEGK ' PROPANE TANKS �MEceRDED+R_Nor DEIIAT-ED 18.3' Once of Wastewater Management uNLEEsanrSvc+utre.•mE.+'rATTNE p W/METAL EDGING Tn cPsuRvfr. =Z p `I hTASCNMC ts�eftAAsPEcToPe SANITARY TRIANGULATION DIMENSIONS nIEOEFNLAn A'EACFAS)SROAw 4 C� ARE NOTIAMWED TO OLLIE THE �1 N EgfG �VESAETAivAE aREM`,PADDIMVs m RUILO vcs o v Z o OWTS D8 LM1 LM2 LM3 M4 A AVMRTM ALTERRLCTICN. Z m CORNER A 32' 37' ---- --- -- - ---- ON+UMORRFD+ITEMLA ONCOO nO.V nakT Z \ EL crov—.ISAI'ICUnCN CF .iI N.MCN FND.4'E CORNER S 16'- " 23'- " 23'-6" 1T 23' 29' SECT.CNTN90F SIfE.VEIYVJ,41(STATE FRAME CORNERC ------ 63' 31'-6" 5'-6" COP(fSOFTNI55MYEYk�NNCT BFAPIA'0 rt1 J / CONC.MON.\ _ S85054'00"W 118.15' / 1 BIN 0.3'S ------ _ SURVEY OF TO AVALOPaCCMA'FDSEALOR CEATT ATICISADV?ED HERON E&W Wa LSFWL Y. FLOOD ZONE X M.YTOAn .WOICA EDRPM 4LL ALw NOTE L nE�� � E BEY (SPREFARfO MOONN AENALETO iNE r THE LOCATION OF CESSPOOLS, WELLS AND OTHER RIO OI.VSANTICNLI$ED NEFEPY.A lD io qucEm-cmvNELa+annwsn. a a AS LOT 10 FLOOD ZONE TUnDNLEAn:CAtOMRARENOT MNSPfntR E UMIT ��, UNDERGROUND lNSTALLATIONS,IFANYARESHOWN IN iCAODIROM.YALLSIIN/ACASCFSIN3£O✓EIYI POLE "'0 °��w EL6 ST 1 GO�FMES oIYNERs POLE � m v �+,- � AE( ) � ACCORDANCE WITH SOURCES BELIEVED TO BE ACCURATE. '-^' HOWEVER, THIS OFFICE DOES NOT ASSUME SITUA TE A T a-'z , RESPONSIBLITY FOR THEIR ACCURACY GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK S.C.T.M.DIST.:1000 SEC.:43 BLK.:04 LOT.•2 15 8 0 15 30 45 60 75 90 105 SCALE:f"=30' DATE:DECEMBER 2,2022 . _ TW3046-2 f ! TW24210 f TW3046-Z t c HDR2-2:(2)200 SPF#2 . HDR2-2.(2)2x10 SPF#2 d Do M � w �J -0 2x6 w ° BEDRROOM#4 2'-0 LT=9.58 REOD)20.62(PROD °n Vr=4.790MW)11.46"0V) �o BEDROOM#3 INSTALL BLOCKING 18'AFF `�' AREA=164.96sF �- LT=1320(ROD)29.76(PROV) FOR ON SITE PAN N Vr=6.60 MOD)30.79(PROA ———————o—— INSTALL BLOCKING @ 18°AFF m FOR ON SITE PAN 4 a� ,ui OMIT4TJ I 3 2Va 02V 2S 2-6 "' �'\` �I 61°C2-0 z 5'-10718'� 5-1° 112 F� 3_2. �•, _�? / LU \ VBL30 .:, / I °p �_ a N / w 3'-0° \ LINEN ' fL ' N r O O .6 to `� B ~ — to tlf N O 7/16 0 8 � r N GARAGE i z c� a AA2210 FULL ti °; I DOWN STAIRS --a-' N °° ROOFTOP DECK Now � I (22-112'x54'P.O.) = 3'-2" 6'-6- DECKING MATERIALS SUPPLIED'& .381 8 ,; ac CLS2-1:(1)1.5'xl 1.25'LVL CLG BEAM EACH MOD. INSTALLED ON-SITE BY OTHERS a N 2.6 FLUSH CEILING q�FLUSH CEILING _- --- ----- - --'--a 26 ��r=.ewe= -=r®®�.a..._�.o. co 2-6 rL i 2 2x4 SPF#2 RAILING SUPPLIED&INSTALLED 2-21A SPF#2 DN `_"z N EACH MOD. ON-SITE BY OTHERS EACH MOD. o 4 I! 7/16'SHEATHING UNDER GYP THIS SIDE OF WALL 2,'° � GARAGE ROOF TO BE FLAT ' a TRUSSES wl 1/4`.12 PITCH PLUS fl 0.06'RUBBER MEMBRANE r- o x BEDROOM#2 OPEN TO BELOW g o, �N t AREA=IVLMSF `� N C M' N •S� ; LT=15.63(REQD)2722(PROV) w m CLOSET t 0 *- N ( Vr=7.81(REQD)14.16(PROV) CV ors�. msror—mom.wa m —v r- w— HDR2-1:(2)2x6 SPF#2 HDR2-1:(2)2x6 SPF#2 HDR2-1:(2)2x6 SPF#2 HDR2-1:(2)2x6 SPF#2 a HDR2-1:(2)2x6 SP .. f f _f _ - - I •w n �■ I I W W3046 M046 W348 RO:38118 x 56T1N8 718 3B 118 x56 718 RO:38118 x 56 R0: R0:3 s 41Rw WA WA R I HDR1-2:(2)2x8 SPF#2 11 RO:38118 x 68 718 RO:96°x 95" RO:38118 x 66 718 RO:51718 x 36 718 �� ! TW3056 2 JS FWGD8080(SHIP LOOSE) JS TW3056 TN0210.2 _ _________ --- ---- `v_,c HD -1:(2)2x6 SPF#2 HDR1-4:(3)1.5x7.2V LVi. UI 2 TEMPORARY FRAMING 1 m HDR1-1:(2)2x6 SPF#2 W3042 �- W2742 I r� 42 O N �� r - - o ' B30 DW uP B27 IN2 !! SS36 sc `�N i 6'VENT FOR ! I 24 o I KITCHEN FIREPLACE AND FLUE �' o ON SITE HOOD 9�" 2,-0' " I m ON-SITE BY BUILDER. 'o,� RAISE CABINETS VCz a a m:- _ OMIT C-TOPS PANTRY 1 " f 1'-5112" - .:a: w•� f 6'-2' a O I 4 GHDR11:(2 2xBSP" g. 824 B 4 BMW30 I 2.8(112 Glass ic p,=. FAMILY ROOM DINING ROOM P°s2a-2 P°sea-2 i m PANEL BOX sFsoo R Of en - N N I MOCW PANEL BACKER MOCW', `„ ._._.- -----__-_.�;-.-���----------�.--._-_ -.•----AREA=524.8BSF--------•------• - � - - .el•-�---- w- ----- — -- -------. .� M.� LT=41.99(REQD)101.90(PRQV) ---....- �I .�- __._.-_-.-.______—_-- _--- ------------• o- VT=21.00(READ)5636(PRM4 I (1)LAYER 1W GYP BY SBS co lumi - o � I OVER SHEATHING u; co 2-6 EV CLB1-1:(2)1.5"x1i25"LVL CLG BEAM EACH MOD. t MODULAR GARAGE a 11 16-911,V 2-2x4 SPF#2 13'-31/2" 2 2x4 SPF42 0 � �' N In EACH MOD. EACH MOD. DOOR SWEEP _ FLUSH CEILING _ _ _ 2-6 (2)1.5xi 125°LVL IN CEILING,EA MODULE - 2-6 - FLUSH CEILING FLUSH CEILING 2--2x6 SPF#2 r = CLG LINE DN _ 2'-9 li? 3-11/4° CIS F#— ----————— FpCH MOD. 11-8' 2'-0112 2-0ip F._ — Lu co I 7116"SHEATHING w 7116"SHEATHING 3—�— m zUNDERGYP UNDER GYP THIS _ ti oBOARD ,r, LAUNDRY�, SURROUND SIDE OF WALLI� '3-1" 3'-0" OPEN TO ABOVEI0NLINEN ' "IBEDROOM#1 2-0 cm :' WR LIVING ROOML STD CASING 5 { f a N Z I AREA=131M SF `a LT=13.63(REQD)1623(PROV) r- w¢ LT=10.52(MW)19.49(PROV) Vf=6.81(REQD)2IL47(PROV) m 1/2"F I VI'=526(REQD)9.64(PROV) �o > BATH#1 " — —GHDR12_(3)2x12 SPF#2 _— .., N 81116 �. m� —_— ---_ --- z z O r 8'-3"R.O.FOR ONSITE GARAGE DR— S OP D BATH#4 i1z" 11'-5 ire" 5=11314" L IL 0 0 � �'� Q � � HDR7-1:(2)2x6 SPF#2 V HDR1-1:(2)2x6 SPF92 i12"F_ Dl i-,:(2 2x6 SPF#2 571 SF884 571 TEMPERED HDR7-1:2)2x6 SPF#2 -- TEMPORARY FRAMING 3-0W12SL �k--- -- E ---- --- - — I TW3056 I I TW3056 11 j HDR1-3:(3)Zx8 SPF#2 I TW3056 ( I TW3056 RO:38118 x 68 7/8 f :38118 x 68 718 1 1 r RO-RR 112"YQR In" I Rn AR I1A Y RR 71a Rn•AR 41A v RR 71R 1 I Generated by REScheck-Web Software Compliance Certificate Project 223048-VESTA-SMITH Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,675 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 285 SANDY BEACH ROAD VESTA DEVELOPMENT LLC SIGNATURE BUILDING SYSTEMS GREENPORT, NY 11944 33 FLYING POINT ROAD SUITE 123 1004 SPRINGBROOK AVE SOUTHAMPTON, NY 11968 MOOSIC, PA 18507 susing, UA trade-off Compliance: 5.1%Better Than Code Maximum UA: 394 Your UA: 374 Maximum SHGC: 0.40 Your SHGC: 0.31 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 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Raised or Energy Truss 1,229 38.0 0.0 0.025 0.026 31 32 1ST FL WALLS:Wood Frame, 16" o.c. 1,281 21.0 0.0 0.057 0.060 56 59 Door 1: Solid Door(under 50%glazing) 19 0.160 0.320 3 6 Door: Glass Door(over 50%glazing) 39 0.160 0.320 6 12 SHGC: 0.32 SLIDER:Glass Door(over 50%glazing) 64 0.320 0.320 20 20 SHGC: 0.29 1ST FL WINDOWS: Vinyl Frame 169 0.310 0.320 52 54 SHGC: 0.31 2ND FL WALLS: Wood Frame, 16" o.c. 1,138 21.0 0.0 0.057 0.060 54 57 Door 2: Glass Door(over 50%glazing) 22 0.160 0.320 4 7 SHGC: 0.32 2ND FL WINDOWS:Vinyl Frame 163 0.310 0.320 51 52 SHGC: 0.31 PERIMETER BANDS:Wood Frame, 16"o.c. 304 20.0 0.0 0.059 0.060 18 18 BASEMENT WALL:Wood Frame, 16" o.c. 240 13.0 0.0 0.082 0.060 18 13 Door 3: Solid Door(under 50%glazing) 20 0.160 0.320 3 6 Floor:All-Wood joist/Truss 1,229 19.0 0.0 0.047 0.047 58 58 Project Title: 223048-VESTA-SMITH Report date: 09/26/23 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. MARK FIELD MARK FIELD 9-26-23 Name-Title Signature Date Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section' Plans Verified Field Verified # Pre-Inspection/Plan Review Complies? Comments/Assumptions &`Req.ID Value Value 103.1, ;Construction drawings and ❑Complies 103.2 ;documentation demonstrate ❑Does Not [PRl]1 energy code compliance for the raj ;building envelope.Thermal r ❑Not Observable envelope represented on ❑Not Applicable I construction documents. 103.1, ;Construction drawings and '❑Complies 103.21 !documentation demonstrate �❑Does Not 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems y❑Not Observable !Systems serving multiple ❑Not Applicable !dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. y 302.1, Heating and cooling equipment is; Heating: I Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA J Cooling: Cooling: :❑Not Observable r Manual J or other methods Btu/hr Btu/hr approved by the code official. ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 3 of10 Section c. #°: Foundation Inspection, Complies? Comments/Assumptions &.RegcID 303.2.1 iA protective covering is installed to ;❑Complies [FO11]2 ;protect exposed exterior insulation :❑Does Not v and extends a minimum of 6 in. below ❑Not Observable; I grade. ❑Not Applicable 403.9Snow-and ice-melting system controls;❑Complies VQ121?:, installed. ❑Does Not ;❑Not Observable 1 !❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 4 of10 Section Plans Verified: Field Verified Framing/Rou.gh In;lnspection 'Complies? Comments/Assumptions eq:ID - Value," Value 402.1,1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. ; [FR1]1 ❑Not Observable I QNot Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). ! ❑Does Not ;table for values. 402.3.3, ! ❑ ' 402.5 I ; ; Not Observable [FR2]1 ; !❑Not Applicable I 1 I I , 303.1.3 ;U-factors of fenestration products i El Complies [FR4]1 are determined in accordance ❑Does Not !with the NFRC test procedure or i ;taken from the default table. ❑Not Observable ; i ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 'installed per manufacturer's ❑Does Not xs instructions. ;[]Not Observable ]❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies ; [FR20]1 !is listed and labeled as meeting ❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ]❑Not Applicable (limits. 402,4.5 ;IC-rated recessed lighting fixtures[ ❑Complies ; [FR16]? !sealed at housing/interior finish ❑Does Not Viand labeled to indicate_<2.0 cfm 'leakage at 75 Pa. ❑Not Observable I ❑Not Applicable 403.3.1 I Supply and return ducts in attics ❑Complies ; [FR12]1 "insulated >= R-8 where duct is ]EIDoes Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where< 3 inches.Supply and t return ducts in other portions of ❑Not Applicable !the building insulated >= R-6 for d diameter>= 3 inches and R-4.2 s Ifor< 3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter i ❑Complies ; [FR13]1 boxes are sealed with v❑Does Not !joints/seams compliant with COO ❑Not Observable !International Mechanical Code or ;. I {International Residential Code, as "' ❑Not Applicable applicable. s 403.3.5; ",Building cavities are not used as ;` ❑Complies I [FR15]3 of ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable I 403.4 HVAC piping conveying fluids R- R- ❑Complies I [FR17]2 above 105°F or chilled fluids I I I❑Does Not below 55 °F are insulated to >_R- ;� 3. ;❑Not Observable { !❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 I piping. r ❑Does Not ❑Not Observable ! , ,`. ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- I❑Complies [FR1B]2 >_R-3. ! !❑Does Not I I I I ' } ;❑Not Observable ; ! :❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 5 of10 Section Plans Verified; `,Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions &Req.ID Value, Value . 403.E iAutomatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ; ❑Not Observable )E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation,"Inspection Xbmplies? Comments/Assumptlons &_Req.ID Value Value 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not 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 ❑Not Applicable i 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 ❑Not Observable ;framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, ; all insulation R-value. If this is a: R- R- ;❑Complies ;see the Envelope Assemblies 402.2.5, 1 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 303.2 Wall insulation is installed per ❑Complies ; [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable I 71- ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 7 of10 Section Pians Verified Field Verified # Final Inspection ProVlsions' Compiles? Comments/Asm sup#ions,•, &,RegAD Value_ .Value 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel �❑ Steel :❑Not Observable 402.2.6 ; [Fill' ;❑Not Applicable ; ; 303.1.1.1,(Ceiling insulation installed per " `<: ❑Complies ; 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every +300 ft2. ❑Not Observable ; ❑Not Applicable 402.2:3` Vented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable I ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ; [FI3]1 i insulation >_R-value of the PDoes Not !adjacent assembly. ;❑Not Observable I :❑Not Applicable 402.4.1.2 j Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ; [FI17]' Iach in Climate Zones 1-2,and :❑Does Not I<=3 ach in Climate Zones 3-8. ;❑Not Observable ; I ❑Not Applicable 403.3.3 I Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ; [FI27]1 'determine air leakage with ft2 ft2 ❑Does Not !either: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ;❑Not Applicable 4.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 ;including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [17I4]1 cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ; ❑Not Observable I handler @ 25 Pa. For rough-in ; tests, verification may need to ; ;❑Not Applicable l occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ( ❑Complies ; [FI24]1 I by manufacturer at<=2%of rt ❑Does Not design air flow. []Not Observable ❑Not Applicable 403.1.1-- Programmable thermostats ,❑Complies [F[9]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,' ion heat pumps. ❑Does Not } oNot Observable ...'i❑Not Applicable 403.5:1 Circulating service hot water ❑Complies [FI11]2 {systems have automatic or ❑Does Not accessible manual controls. .[:]Not Observable j . ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 8 of10 Section Plans Verified F�e1d�Verified Final Inspection Provisions Complies Comments/Assumpt'ions'. Sc,Reg.ID Value Value 403.6.1 All mechanical ventilation system ❑Complies [FI25]z !fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ` and air flow limits per Table ❑Not Observable R403.6.1. >` ❑Not Applicable 403�.2 �;Hot water boilers supplying heat [ �` ❑Complies [FI26]?' !through one-or two-pipe heating 4❑Does Not systems have outdoor setback control to lower boiler water ! `❑Not Observable !temperature based on outdoor ❑Not Applicable "temperature. y 403.5.1.1 Heated water circulation systems G ❑Complies [FI28]2 I have a circulation pump.The = a❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- '❑Not Applicable i Jsyphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the J occupancy. Controls automatically turn off the pump -when water is in circulation loop is at set-point temperature and ` 40 no demand for hot water exists. 403 5`:1 2 ;)Electric heat trace systems " ❑Complies [0I"29j? , '#comply with IEEE 515.1 or UL ❑Does Not 1515 Controls automatically ❑Not Observable adjust the energy input to the ;heat tracing to maintain the k° 9❑Not Applicable !desired water temperature in the a piping. � 40,3.5.2 Demand recirculation water <'j❑Complies [FI30]2_ systems have controls that j❑Does Not manage operation of the pump _ and limit the temperature of the ; ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. r 403.5.4 Drain water heat recovery units , ❑Complies [FI31]2 Itested in accordance with CSA ❑Does Not j B55.1. Potable water-side I pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for LJ ❑Not Applicable j individual units connected to one _ or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 190%or more of permanent ❑Complies [FI6]1 ;fixtures have high efficacy lamps ❑Does Not ❑Not Observable ❑Not Applicable 404'.L1' •-�Fuel gas lighting systems have '❑Complies [FI23�]3 " no continuous pilot light. a❑Does Not ❑Not Observable ( ." -• ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ! rt ` ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 9 of10 Section Plans Verified Field Verified #: Final,Inspection Provisions-. Value Value Complies? Comments/Assumptions & Req:ID . .., 303.3 Manufacturer manuals for ❑Complies [FI18]3 I mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate 'Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): lass & D. . Window 0.31 0.31 Door 0.32 0.29 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments Signature Building Systems 223048 Wind Speeds: 135mph Vult Exposure: C Max Wall Height: 8'-2"d Story, 9'-15t Story Max Mean Roof Height: 25.5' ASCE 7-16 Page Description 1 15Y Story Design Criteria and Loading (Main House Transverse Only) 2 V Story Shearwalls (Main House Transverse Only) 3 V Story Diaphragm, Sliding (Main House Transverse Only) 4-5 Shear Joist NOTE: -These calculations are applicable only to the structural elements and loading criteria specifically noted herein. -Structural elements not contained herein are to be constructed in accordance with the prescriptive requirements of the adopted building code or designed by other registered design professionals. -Specified design criteria are based solely on information provided by the client and must be verified and approved by the LAHJ. -Ryan W.Boring,P.E.is not responsible for fabrication or erection. OF NFL 4z- pR&9342���a� FESS10 J u 126, 2023 IT IS A VIOLATION OF NEW YORK EDUCATION LAW ARTICLE 145 FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. First Story Wind Pressures for Low-rise buildings or buildings with h<60ft ASCE 7-16: Wind Speed,VuIt: 135.0 MPH Roof Style:Gable Wind Exposure: C Roof Pitch: 7/12 Mean Roof Height: 25.5 FT Roof Angle: 30.3 Width 29.63 ft Ke: 1.00 2a: 6 ft Kd: 0.85 2nd Wall Height: 8 ft Kzt: 1 Heel Ht: 8 in kt: 0.95 Roof Ht: 9.14 ft qh: 37.64 psf Stud Spacing: 16"oc Building Type: Enclosed Overhang: 12" Gcpi: 0.18 Int.Shearwall: yes -0.18 1st Wall Height: 9 ft Min net pressure: 16 psf MWFRS Transverse 1 2 3 4le 2e 3e 4e +GCpi 14.3 1.1 -23.0 -20.7 19.2 3.4 -26.7 -24.8 -Gcpi 27.9 14.7 -9.4 -7.2 32.7 16.9 -13.2 -11.3 Max 27.9 14.7 -23.0 -20.7 32.7 16.9 -26.7 -24.8 Longitudinal 1 2 3 4 5 6 le 2e 3e 4e 5e 6e +GCpi -23.7 -32.7 -20.7 -23.7 8.3 -17.7 -24.8 -47.1 -26.7 -24.8 16.2 -23.0 -Gcpi -10.2 -19.2 -7.2 -10.2 21.8 -4.1 -11.3 -33.5 -13.2 -11.3 29.7 -9.4 Max -23.7 -32.7 -20.7 -23.7 21.8 -17.7 -24.8 -47.1 -26.7 -24.8 29.7 -23.0 Vertical Horz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wall Trans 16.9 -26.7 14.7 -23.0 -20.0 -22.2 30.1 44.0 24.1 35.0 Long -47.1 -26.7 -32.7 -20.7 -20.0- -20.3 39.1 -12.0 26.0 Design Loading Vertical Horz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wall Trans 10.2 -16.0 8.8 -13.8 -12.0 -13.3 18.1 26.4 14.5 21.0 Long -28.2 -16.0 -19.6 -12.4 -46.3 -37.7 18.1 23.5 14.5 15.6 Garage Load Added to Endwall 1-2: Area: 31.5 sq.ft. Pressure: 26.4 psf Load Added: 832.4 Ibs Dormer Load Added to Endwall 1-1 and 1-2: Area: 46.625 sq.ft. Pressure: 21.0 psf Load Added: 489.7 Ibs Page 1 of 5 Shearwalls: Endwall 1-1:DOUBLE SIDED Endwall 1-2: Interior Shearwall: End Zone: Yes End Zone: yes End Zone: No 1st FI Trib: 17.27 ft 1st FI Trib: 5.23 ft 1st FI Trib: 22.50 ft 2nd FI Trib: 22.50 ft 2nd FI Trib: 22.50 ft 2nd FI Trib: 0.00 ft End Roof: 991 lb End Roof: 991 lb End Roof: 0 lb End Wall: 2405 lb End Wall: 2405 lb End Wall: 0 lb Int Roof: 2180 lb Int Roof: 2180 lb Int Roof: 0 lb Int Wall: 4103 lb Int Wall: 1617 lb Int Wall: 4962 lb Totalforce: 10169 lb Totalforce: 8515 lb Totalforce: 4962 lb Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Fastener:.148 nail Fastener:.131 nail Fastener: .131 nail Wall Length: 29.63 ft Wall Length: 29.63 ft Wall Length: 9.58 ft FHS Length: 7.09 ft FHS Length: 25.89 ft FHS Length: 9.58 ft Wall Height: 9 ft Wall Height: 9 ft Wall Height: 9 ft Tallest Opening: 2h/3 Tallest Opening: 2h/3 Tallest Opening: 5h/6 r: 0.32 r: 0.91 r: 1.00 Cc: 0.57 Cc: 0.89 Cc: 1.00 Perf or Segmented: S Perf or Segmented: P Perf or Segmented: S Blocked: YES Blocked: YES Blocked: YES PLF required: 1433.48 PLF required: 370.49 PLF required: 517.82 Framing: SPF Framing: SPF Framing: SPF Required Spacing: 3"OC Required Spacing: 4"OC Required Spacing: 3"OC Tiedown: 12901 lb Tiedown: 3334 lb Tiedown: 4660 lb Strap For: 6101 lb Strap For: 4258 lb Strap For: 2977 lb OR Lap Tiedown Perf/ Toe Nail Sheathing Summary: Fastener Edge Spacing Force Segment 0.131"OC.131"OC rEn dwall 1-1:DOUBLE SIDED .148 nail 3"OC 12901 Ib S 2 2 dwall 1-2: .131 nail 4"OC 3334 Ib P 2 2 eriorShearwall: .131 nail 3"OC 4660lb S All Chord Splices Use(12).131 nails each side of each top plate splice ** 6"oc.131 nails from sidewall to endwall where both walls have tiedown at the corner,then the sidewall is transfered 2"oc fastener spacing and double sided requires double studs and staggered fasteners at adjacent panel seams. Double sided requires endwalls to run past sidewalls to achieve full length sheathing on both sides of wall Page 2 of 5 Diaphragm: Chord Splice: w: 178.5 plf Max Force: 4640.3 Ibs moment: 45193.77 ft-Ibs Load: 156.6 plf top plate tension: 1525.528 Ibs Sheathing: 19/32 in .131 nail: 132 Ibs Fastener: .131 Nail #.131 nails: 11.56 Framing: SPF Use(12).131 nails each side of each top plate splice Unblocked Capacity: 308.2 pif Blocked @ 6"edge: 345.0 plf Blocking distance: 0.0 ft 0 ft blocked each end with.131 Nail Notes: all 15ga staples minimum length of 1.5" all.131 nails minimum length of 2" Lateral Connection: Length(ft) PLF 0.131 Toe Spacing .131(Ibs) Spacing Cap(PLF) Endwall 1-1:DOUBLE SIDED 13595 Ibs 29.63 459 109 2 108 2"oc 648 OK Endwall 1-2: 14598 Ibs 29.63 493 109 2 108 2"oc 648 OK Interior Sheawall Connections: Load: 4962 Ibs Length: 9.58 ft. Force: 517.82 plf 0.131"nail: 108 Ibs Simpson LTP4: 450 Ibs Nail spacing: 5"oc in 2-rows #LTP4s: 12 Above interior shearwall attach 2nd story floor to 1st story ceiling with lapped sheating and 0.131"x2.5"nails in 2-rows at 4"oc or with(12)Simpson LTP4s Page 3 of 5 COMPANY PROJECT WoOdWorkso SOMME FOR 9V000 DESIGN July 20, 2023 14:24 Interior Shearwall Shear Joist Design Check Calculation Sheet Woodworks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Wind Point 0.33 7766 lbs Load2 Wind Point 9.92 -7766 lbs Maximum Reactions (lbs), Bearing Capacities (Ibs) and Bearing Lengths (in) : 13.75' 01 13.685' Unfactored• Wind 5442 -5442 Factored: Uplift -3265 Total 3265 Bearing: Capacity Beam 3617 1687 Support 3265 1523 Des ratio Beam 0.90 0.00 Support 1.00 0.00 Load comb #2 #1 Length 1.07 0.50* Min req'd 1.07** 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.08 1.08 Fcp sup 1 625 625 *Minimum bearing length setting used: 1/2"for end supports **Minimum bearing length governed by the required width of the supporting member. Interior Shearwall Shear Joist LVL n-ply, 2.OE, 310017b, 1-1/2"x9-1/4", 3-ply(4-1/2"x9-1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Total length: 13.75'; Clear span: 13.625;Volume=4.0 cu.ft. Lateral support:top=at supports, bottom =4'-0 (in); Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NOS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 118 Fv' = 456 psi fv/Fv' = 0.26 Bending(-) fb = 2326 Fb' = 2942 psi fb/Fb' = 0.79 Live Defl'n -0.51 = L/322 0.91 = L/180 in 0.56 Total Defl'n -0.51 = L/322 0.91 = L/180 in 0.56 Page 4 of 5 ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Interior Shearwall Shear Joist Woodworks®Sizer 2019(Update 4) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.60 - 1.00 - - - - 1.00 - 2 Fb'- 3100 1.60 - 1.00 0.548 1.040 - 1.04 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 2 Eminy' 1.06 million - 1.00 - - - - 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = 0.6D + 0.6W Bending(-) : LC #2 = 0.6D + 0.6W Deflection: LC #2 = 0.6D + 0.6W (live) LC #2 = 0.6D + 0.6W (total) Bearing Support 1 - LC #2 = 0.6D + 0.6W Support 2 - LC #1 = D only Support 2 - LC #2 = 0.6D + 0.6W W=wind All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 3265, V design = 3265 lbs; M(-) = 12439 lbs-ft EIy = 207.75 lb-in^2/ply GA = 5.46e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(-) : Lu = 4.00' Le = 8.25' RB = 20.2; b = single ply width Design Notes: 1.Analysis and design are in accordance with the ICC International Building Code (IBC 2018)and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-assembled multi-ply beams. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member(that is, no butt joints are present)and that each ply is equally top-loaded.Where beams are side-loaded, special fastening details may be required. 5. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 6. SCL: Structural composite lumber design has assumed: -dry service conditions-no preservative or fire-retardant treatment-no notches 7. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 8. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. Page 5 of 5 COMPANY PROJECT WoodWorkso SOMMEFOR WOOD DESIGN July 20,2023 14:24 Interior Shearwall Shear Joist Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Wind Point 0.33 7766 lbs Load2 Wind Point 9.92 -7766 lbs Maximum Reactions (lbs), Bearing Capacities (Ibs) and Bearing Lengths (in) : 13.75' 0' 13.685' Unfactored• Wind 5442 -5442 Factored: Uplift -3265 Total 3265 Bearing: Capacity Beam 3617 1687 Support 3265 1523 Des ratio Beam 0.90 0.00 Support 1.00 0.00 Load comb #2 #1 Length 1.07 0.50* Min req'd 1.07** 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.08 1.08 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports **Minimum bearing length governed by the required width of the supporting member. Interior Shearwall Shear Joist LVL n-ply, 2.OE, 310OFb, 1-1/2"x9-1/4", 3-ply(4-1/2"x9-1/4') Supports:All-Timber-soft Beam, D.Fir-L No.2 Total length: 13.75'; Clear span: 13.625';Volume=4.0 cu.ft. Lateral support:top=at supports, bottom=4'-0 (in); Repetitive factor:applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 118 Fv' = 456 psi fv/Fv' = 0.26 Bending(-) fb = 2326 Fb' = 2942 psi fb/Fb' = 0.79 Live Defl'n -0.51 = L/322 0.91 = L/180 in 0.56 Total Defl'n -0.51 = L/322 0.91 = L/180 in 0.56 Page 4 of 5 ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Interior Shearwall Shear Joist WoodWorks®Sizer 2019(Update 4) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.60 - 1.00 1.00 - 2 Fb'- 3100 1.60 - 1.00 0.548 1.040 - 1.04 1.00 2 Fcp' 750 - - 1.00 - - 1.00 E' 2.1 million - - 1.00 - - - 1.00 2 Eminy' 1.06 million - 1.00 - - - - 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = 0.6D + 0.6W Bending(-) : LC #2 = 0.6D + 0.6W Deflection: LC #2 = 0.6D + 0.6W (live) LC #2 = 0.6D + 0.6W (total) Bearing Support 1 - LC #2 = 0.6D + 0.6W Support 2 - LC #1 = D only W=wind Support 2 - LC #2 = 0.6D + 0.6W All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 3265, V design = 3265 lbs; M(-) = 12439 lbs-ft EIy = 207.75 lb-in^2/ply GA = 5.46e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(-) : Lu = 4.00' Le = 8.25' RB = 20.2; b = single ply width Design Notes: 1.Analysis and design are in accordance with the ICC International Building Code(IBC 2018)and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-assembled multi-ply beams. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member(that is, no butt joints are present)and that each ply is equally top-loaded.Where beams are side-loaded, special fastening details may be required. 5. FIRE RATING:Joists, wall studs, and multi-ply members are not rated for fire endurance. 6. SCL: Structural composite lumber design has assumed:-dry service conditions-no preservative or fire-retardant treatment-no notches 7. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 8. SCL:Shear deflection is calculated using true modulus of elasticity E and shear modulus G= E/16. Page 5 of 5 JOB 223048-CLB 1-1 SHEET NO. 1 OF 2 CALCULATED BY MRF DATE 9/25/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: MATEWALL Floor Live Load = 40 psf Supporting Roof: NO Floor Dead Load = 10 psf Number of Floor Supporting: 1 Wall Dead Load = 40 plf NO Ceiling Dead Load = I 6 psf NO Note: Select 15psf Floor Dead Load when supporting tile floors or stone counters. Beam located in Ceiling: 377 Required Deflection Criteria 16 Live Load = L/360 Unit Width = 15.75 ft Total Load = L/240 i 30.8 40 20 I � I I Load Duration for Wood Members Load Cases 1. D = - ^118.8 - i plf Cd =0.9 2. D+ L = r 433.8�;plf Cd = 1.0 3. D+(Lr or S or R) _ 118.8 ` plf Cd =0.9 4. D + 0.75L+ 0.75(Lr or S or R) = G 355.0 plf Cd = 1.0 5. D + (0.6W or 0.7E) _ ; 118.8 plf Cd =0.9 6. D+0.75L+ (0.75(0.6W)or 0.525E)+0.75(Lr or S or R) = i 355.0 1 Of Cd = 1.0 7a. 0.6D +(0.6W) 71 3 plf Cd =0.9 7b. 0.6D +(0.7E) = j 71.3 —I plf Cd =0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-C LB 1-1 SHEET NO. 2 OF 2 CALCULATED BY MRF DATE 9/25/2023 REVISED Beam & Header Spans Beam1 = 1.5"x 11.25" Speciesl = LVL Gradel= NA NA NA _ I i Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 dl=, 11.25 l in b1=, 3.00 !in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2 0.00----1 in b2 0.00-_--,in --� ----i 3 L_� 4 Area,Al = 33.75 1 in Z Section Modulus, S1 = i 63.28 !in Moment of Inertia, 11 = 355.96 in Area,A2= 0.00 'in2 Section Modulus, S2= 0.00 l in3 Moment of Inertia, 12= 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.00 CL= 1.00 i CF1 = 1.00 CR1 = 1.00 4 delta LL= 360 CF2= ; 1.00 CR2= 1.00 delta TL= 240 Shear Moment Deflection Load Share F„1 = i 285 psi Fb1 = 2750 !psi E1 = 2000000 psi Beaml = 100.00 % F„2= 0 j psi Fb2= 0 psi E2= -_0 I psi Beam2= 0.00 % f-- Controlling Load w = i 433.8 plf Max Allowable Length = I 179.5�in Actual Length Needed = 160.0 in Reaction at Each End = i 2891.7 lib Minimum Bearing Length Required = 2.3 in Max Deflection = j 0.433 E in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS Species& Number of Matewall Colu mn Studs Per Box 12"deep or less-(2)rows of 0.131"x3"nails @ 8"D.C. Grade Max 8ft Tall Column 'Max 9ft Tall Column > 12"&< 18"deep-(3)rows of 0.131"x3" nails @ 8"D.C. 2x37 2x4 2x6 2x3 2x4 2x6 > 18"deep-(4)rows of 0.131"x3"nails @ 8"D.C. spf#2 4 2 1 4 2 2 CONDITION 2-SIDE LOADED spf#3 4 2 2 NG 2 2 2-Ply<=465pif(2) rows of 0.131"x3" nails @ 8"D.C. spf stud 4 2 2 NG 2 2 2-Ply<=700pif(3) rows of 0.131"x3"nails @ 8"D.C. sp#2 4 2 1 NG 2 2 2-Ply<=870plf(2)rows of 1/2" Bolts @ 12"D.C. 2-Ply>870plf(3)rows of 1/2"Bolts @ 12"D.C. 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"D.C. 3-Ply<=525pif(3) rows of 0.131"x3" nails @ 8"D.C. 3-Ply<=650pif(2)rows of 1/2" Bolts @ 12"D.C. 3-Ply>650plf 3 rows of 1/2"Bolts @ 12"D.C. 4-PI 3 rows of 1/2" Bolts @ 12"D.C. Note: Stagger fastener rows and locate fasteners minimum 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-CL132-1 SHEET NO. 1 OF 2 CALCULATED BY MRF DATE 9/25/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: MATEWALL Floor Live Load = 40 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 0 Wall Dead Load = 40 'plf Cape Roof: NO Ceiling Dead Load = 6 i psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting tile floors or stone counters. Reaction from Truss or Rafter= 377 lb Required Deflection Criteria Truss spacing = 16 in D.C. Live Load = L/240 Unit Width = 15.75 ft Total Load = L/180 Roof Live Load/Unbalanced Snow Load = 30.8 psf 40 Roof Dead Load = 20 psf Roof/Snow Load = 282.8 'plf % Roof Live Load = 33.9 % % Roof Dead Load = 22.0 % %Attic Live Load = 44.1 % Load Duration J for Wood Members Load Cases 1. D = , 62.3 ;plf Cd =0.9 2. D + L 186.8 7 plf Cd = 0.9 3. D+(L,or S or R) _ 158.2 plf Cd= 1.15 4. D+ 0.75L+ 0.75(Lr or S or R) = 282.8 plf Cd = 1.15 5. D + (0.6W or 0.7E) _ - 62.3 - plf Cd = 0.9 6. D +0.75L+(0.75(0.6W)or 0.525E)+0.75(L,or S or R) I� 258.8 pif Cd = 1.15 7a. 0.6D + (0.6W) _ _ 37.4 ;plf Cd =0.9 37.4 'plf Cd =0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-CLB2-1 SHEET NO. 2 OF 2 CALCULATED BY MRF DATE 9/25/2023 REVISED Beam & Header Spans Beaml = 1.5"x 11.25" Speciesl = LVL Grade1= NA NA NA i Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 1 dl= 11.25 ;in bl 1.50 -I in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2 _0.00 I in b2=_ 0.00 ,in Area,Al = 16.88 i in2 Section Modulus, S1 = 31.64 i in3 Moment of Inertia, 11 = 177.98 in4 Area,A2= ! 0.00 in2 Section Modulus, S2= 0.00 in3 Moment of Inertia, 12= 0.00 in4 Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= l 1.00 CF1 = 1.00 CRI = 1.00 ! delta LL= ! 240 , CF2= 1.00 C12= 1.00 J delta TL= _ 180 Shear Moment Deflection Load Share F„j _ 285 psi Fb1 _ _2750 ; psi E1 = 72000000 ; psi Beam1 = 100.00 i FV2= i 0 i psi Fb2= 0 psi E2= - -0 -- psi Beam2= 0.00 % i Controlling Load w = _282.8 1 Of Max Allowable Length= i 183.7 !in Actual Length Needed = 159.0 in Reaction at Each End = 1873.2 11b Minimum Bearing Length Required = 2.9 'in Max Deflection = �_ 0.551 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS Species& Number of Matewall Column Studs Per Box 12"deep or less-(2) rows of 0.131"x3"nails @ 8"D.C. Grade Max 8ft Tall Column Max 9ft Tall Column > 12"&< 18"deep-(3) rows of 0.131"x3"nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 2x6 > 18"deep-(4)rows of 0.131"x3" nails @ 8"o.c. spf#2 3 2 1 3 2 1 CONDITION 2-SIDE LOADED spf#3 3 2 1 4 2 1 2-Ply<=465plf(2)rows of 0.131"x3" nails @ 8"D.C. spf stud 3 2 1 4 2 1 2-Ply<=700pif(3)rows of 0.131"x3" nails @ 8"O.C. sp#2 3 2 1 3 2 1 2-Ply<=870plf(2)rows of 1/2" Bolts @ 12"D.C. 2-Ply>870plf(3) rows of 1/2" Bolts @ 12"o.c. 3-Ply<=350pif(2)rows of 0.131"x3" nails @ 8"o.c. 3-Ply<=525plf(3)rows of 0.131"x3" nails @ 8"o.c. 3-Ply<=650plf(2)rows of 1/2" Bolts @ 12"D.C. 3-Ply>650plf 3 rows of 1/2" Bolts @ 12"O.C. 4-PI 3 rows of 1/2" Bolts @ 12"o.c. Note: Stagger fastener rows and locate fasteners minimum 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-GarageClgBeam SHEET NO. 1 OF 2 CALCULATED BY Mic DATE 7/24/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: MATEWALL Floor Live Load = 40 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 1 Wall Dead Load = 40 I plf Cape Roof: NO Ceiling Dead Load = 6 psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting tile floors or stone counters. Beam located in Ceiling: NO Reaction from Truss or Rafter= 459 lb Required Deflection Criteria Truss spacing= 16 in o.c. Live Load = i L/360 Unit Width = 9 ft Total Load = L/240 Roof Live Load/Unbalanced Snow Load= 20 psf Roof Dead Load = 20 psf Roof/Snow Load = 344.3 plf I % Roof Live Load= 1 50.0 1% % Roof Dead Load 4 %Attic Live Load = 0.0 j% Load Duration for Wood Members Load Cases 1. D + F = 257.1 !plf Cd - 0.9 2. D + H + F+ L+T = 437.1 ipif Cd = 1.0 __ J r - ---� 3. D + H + F+ (L,or S or R) = i 429.3 plf Cd = 1.15 4. D+ H + F +0.75(L+T)+0.75(Lr or S or R) = 521.2 plf Cd = 1.15 5. D+ H + F+ (Wor0.7E) _ ; 257.1 'plf Cd = 0.9 6. D+ H + F+0.75(W or 0.7E)+0.75L+0.75(Lr or S or R) _ 521.2- plf Cd = 1.15 7. 0.6D+W+ H = -154.3 Ipif Cd =0.9 8. 0.6D+0.7E + H = i 154.3 1plf Cd =0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-GarageClgBeam SHEET NO. 2 OF 2 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans Beaml = 1.5"x 11.25" Speciesl = . LVL Gradel= NA No.1/No.2 NA I i Beam2= None Species2 = Grade2= NA NA NA Quantity Per Box, Q1 = 2 d1 F 11.25 ;in bl 3.00 hn Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2 -0.00---- ;in b2-__J 0.00_ in Area,Al = 33.75 'inz Section Modulus, S1 = 63.28 ;in3 Moment of Inertia, 11 = { 355.96 'in4 Area,A2 = ' 0.00 �in2 Section Modulus, S2= j 0.00 I in3 Moment of Inertia, 12= 0.00 ina Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= j 1.15 ! CL= _1_00 CF1 = 1.00 CR1 = 1.00 delta LL= ; 360 CFZ= 1.00 CR2= I 1.00 delta TL= 240 Shear Moment Deflection Load Share F„1 = 285 psi Fb1 = 2750 psi E1 = 2000000 psi Beam1 = 100.00 F,2= 0 psi Fb2= i 0 psi E2 = I 0 psi Beam2= 0.00 % Controlling Load w = 521.2 !plf Max Allowable Length= 173.7 ,in Actual Length Needed = 138.0 in Reaction at Each End = i 2997.0 I�lb Minimum Bearing Length Required = j 2.4 ;in Max Deflection = ! 0.288 !in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS Species& Number of Matewall Column Studs Per Box 12"deep or less-(2) rows of 0.131"x3" nails @ 8"o.c. Grade Max 8ft Tall Column Max 9ft Tall Column > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 > 18"deep-(4)rows of 0.131"x3"nails @ 8"D.C. spf#2 4 2 1 NG 2 2 CONDITION 2-SIDE LOADED spf#3 4 2 2 NG 3 2 2-Ply<=465plf(2)rows of 0.131"x3" nails @ 8"D.C. spf stud 4 2 2 NG 3 2 2-Ply<=700plf(3)rows of 0.131'W" nails @ 8"o.c. sp#2 4 2 2 NG 3 2 2-Ply<=870plf(2)rows of 1/2" Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2" Bolts @ 12"o.c. 3-Ply<=350plf(2) rows of 0.131"x3"nails @ 8"D.C. 3-Ply<=525pif(3)rows of 0.131"x3"nails @ 8"D.C. 3-Ply<=650plf(2)rows of 1/2" Bolts @ 12"D.C. 3-Ply>650plf 3 rows of 1/2"Bolts @ 12"o.c. 4-PI 3 rows of 1/2"Bolts @ 12"D.C. Note: Stagger fastener rows and locate fasteners minimum 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-GarageHDR SHEET NO. 1 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: SIDEWALL Floor Live Load = 4 40 psf Supporting Roof: YES Floor Dead Load 10 psf Number of Floor Supporting: 0 Wall Dead Load = , 62 {plf Cape Roof: NO Ceiling Dead Load = �6 j psf Simply Supported Rafter: c NO Note: Select 15psf Floor Dead Load when supporting tile floors or stone counters. Reaction from Truss or Rafter= 459 lb Required Deflection Criteria Truss spacing = 16 in o.c. Live Load= I L/240 f Unit Width = 8.5 ft Total Load= j L/180 Roof Live Load/Unbalanced Snow Load = 20 psf Roof Dead Load = 20 psf Roof/Snow Load = a 344.3 i plf % Roof Live Load = 50.0 {% % Roof Dead Load = 50.0 j% %Attic Live Load = 0.0 ;% Load Duration for Wood Members Load Cases 1. D + F = r 172.1 plf Cd =0.9 2. D+ H + F+ L+T rr 172.1 plf Cd =0.9 k� _ 3 D + H + F+ (LrorSorR) = T344.3 plf Cd = 1.15 4. D + H + F+0.75(L+T)+0.75(L,or S or R) = 43 plf Cd = 1.15 5. D + H + F+ (Wor0.7E) 172.1� �plf Cd =0.9 _ �._ _. 6. D + H + F+0.75(W or 0.7E)+0.75L+0.75(Lr or S or R) �301.2 plf Cd = 1.15 E_ 7• 0.6D +W+ H = 103.3plf Cd = 0.9 8• 0.61) +0.7E + H = �� 10333 1 plf Cd = 0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-G H DR1-1 SHEET NO. 2 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans f SPF� Beaml = 2x6 Speciesl = SPF Gradel= NA No.1/No.2 NA ' I I i Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 dl=, 5.50 :in bl= 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2=', 0.00 -.:in b2 0.00____,in Area,Al = ; 16.50 ,in2 Section Modulus, S1 = i 15.13 !in 3 Moment of Inertia, 11 = 41.59 in Area,A2= ( 0.00 i in2 000 in Section Modulus, S2= i . 3 ' a Moment of Inertia, 12= 0.00 in --- - - i Load Duration Beam Stability Size Factor Reoetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CFI _ 1.30 CRC = 1.00 ! delta LL= 240 - - -- — CF2= 1.00 ! CR2= 1.00 delta TL= 180 ` Shear Moment Deflection Load Share F 1 = ! 135 psi Fb1 = 875 ; psi E1 = 1400000 � psi Beaml = 100.00 % F„2= 0 psi Fb2= 0 =psi E2= 0 psi Beam2= 0.00 % i Controlling Load w = 344.3 :plf Max Allowable Length = iT74.3 in Actual Length Needed = 38.0 in Reaction at Each End = 545.1 lb Minimum Bearing Length Required = 0.4 j in Max Deflection = ; 0.013 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2)rows of 0.131"x3"nails @ 8"o.c. > 12"&< 18"deep-(3) rows of 0.131"x3" nails @ 8"o.c. > 18"deep-(4)rows of 0.131"x3" nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2)rows of 0.131"x3" nails @ 8"D.C. 2-Ply<=700pif(3)rows of 0.131'W" nails @ 8"o.c. 2-Ply<= 870plf(2)rows of 1/2" Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2" Bolts @ 12"o.c. Species& Number of Jack Studs Per Box 3-Ply<=350plf(2) rows of 0.131"x3" nails @ 8"o.c. Grade 2-ply Header 3-ply Header 3-Ply<=525plf(3)rows of 0.131"x3"nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2)rows of 1/2" Bolts @ 12"o.c. s f#2 1 1 1 1 1 1 3-Ply>650plf 3 rows of 1/2"Bolts @ 12"o.c. spf#3 1 1 1 1 1 1 4-PI 3 rows of 1/2" Bolts @ 12"D.C. s f stud 1 1 1 1 1 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 1 1 1 1 1 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-GHDR1-2 SHEET NO. 3 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans i SPF Beaml = 2x12 Species1 = SPF Gradel= NA No.1/No.2 NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 3 dl= 11.25 ;in b1=; 4.50 l in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2= -0.00_!in b2= --0.00 I in Area,Al = 50.63��in2 Section Modulus, S1 = i 94.92 Tl in' Moment of Inertia, 11 = ( 533.94 ;in4 Area,A2= 0.00 in2 Section Modulus, S2= 1 0.00 in3 Moment of Inertia, 12= i 0.00 :in4 i Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 1.00 CRi = 1.15 delta LL= ! 240 CFZ= I 1.00 CRZ= 1.00 1 delta TL= 180 — -- - --� — --- Shear Moment Deflection Load Share F _ 135� psi F 875 psi E1 = 1400000 psi ° �� _ P b� _ , P � P Beam1 = 100.00 �o F„2= 0 ! psi Fb2= 0 psi E2 = 0 psi Beam2= 0.00 % Controlling Load w = 344.3_ pif Max Allowable Length = r 175.0 ;in Actual Length Needed = 99.0 in Reaction at Each End = f 1420.0 1 Ib Minimum Bearing Length Required = j 0.7 ;in Max Deflection = ; 0.048 ;in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2) rows of 0.131'W" nails @ 8"D.C. > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"o.c. > 18"deep-(4)rows of 0.131'W"nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2)rows of 0.131'W" nails @ 8"o.c. 2-Ply<=700plf(3)rows of 0.131'W" nails @ 8"D.C. 2-Ply<=870plf(2)rows of 1/2" Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2" Bolts @ 12"o.c. Species& Number of Jack Studs Per Box 3-Ply<=350pif(2)rows of 0.131"x3" nails @ 8"D.C. Grade 2-ply Header 3-)I Header 3-Ply<=525pif(3)rows of 0.131"x3" nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650pif(2)rows of 1/2" Bolts @ 12"o.c. spf#2 2 1 1 2 1 1 3-Ply>650pif 3 rows of 1/2" Bolts @ 12"D.C. spf#3 2 1 1 2 1 1 4-PI 3 rows of 1/2" Bolts @ 12"D.C. spf stud 2 1 1 2 1 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 2 1 1 2 1 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-HDR1 SHEET NO. 1 OF 5 CALCULATED BY MJC DATE 7/24/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: SIDEWALL Floor Live Load= 40 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 1 Wall Dead Load = I 62 !pif Cape Roof: YES Ceiling Dead Load = 6 :psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting tile floors or stone counters. Beam located in Ceiling: Reaction from Truss or Rafter= 973 lb Required Deflection Criteria Truss spacing= 16 in o.c. Live Load = I L/360 Unit Width = 15.75 ft Total Load = j L/240 Roof Live Load/Unbalanced Snow Load= 30.8 psf Attic Live Load = 40 psf Roof Dead Load = 20 psf Roof/Snow Load = 729.8 pif % Roof Live Load = f 33.9 !% % Roof Dead Load- 122.0 %Attic Live Load = 44.1 % Load Duration for Wood Members Load Cases 1. D+ F = 301.5 plf Cd =0.9 2. D+ H + F+ L+T = r 9 plf Cd = 1.0 3 D+ H + F+ (Lr or S or R) = L 549_0 ;pif Cd = 1.15 r 4. D + H + F+ 0.75(L+T)+0.75(Lr or S or R) = 1044.9 pif Cd = 1.15 5. D + H + F+ (Wor0.7E) = j 301.5 Iplf Cd =0.9 6. D+ H + F+0.75(W or 0.7E)+0.75L+0.75(Lr or S or R) = 1 _1044.9_1 pif Cd = 1.15 7. 0.6D +W+ H 8. 0.6D +0.7E + H = I --180.9 1plf Cd = 0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-H DR1-1 SHEET NO. 2 OF 5 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans _ SPF Beaml = 2x6 Speciesl = SPF Gradel= NA No.1/No.2 NA I Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 dl=. 5.50 in bl 3.00 i in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2 0.00 din b2=[ 0.00 in Area,Al = 16.50 in2 Section Modulus, S1 = — 15.13 i in Moment of Inertia, 11 = 41.59 ;in4 Area,A2 = 0.00 !in2 Section Modulus, S2= 0.00 in 3 Moment of Inertia, 12= 0.00 in' Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria Co= I 1_00 CL= 1.00 CF1 = 1.30 CR1 = 1.00 delta LL= 360 CF2= 1.00 CR2= 1.00 delta TL= 240 Shear Moment Deflection Load Share F„� = I 135 psi F 875 psi E1 = r1400000 si b� _ � p i p Beam1 = 100.00 Fi2= 0 psi Fb2= 0 psi E2 = - -0_ _ Psi Beam2= 0.00 % Controlling Load w = I- 1044_9 I plf Max Allowable Length= ! 42.0 'in Actual Length Needed = 38.0 in i Reaction at Each End = j 1654.4 jib Minimum Bearing Length Required = ; 1.3 !in Max Deflection = I 0.041 i in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2)rows of 0.131'W"nails @ 8"D.C. > 12"&< 18"deep-(3)rows of 0.131'W" nails @ 8"O.C. > 18"deep-(4)rows of 0.131"x3"nails @ 8"D.C. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2)rows of 0.131"x3" nails @ 8"o.c. 2-Ply<=700plf(3) rows of 0.131"x3"nails @ 8"D.C. 2-Ply<=870plf(2)rows of 1/2" Bolts @ 12"D.C. 2-Ply> 870plf(3)rows of 1/2"Bolts @ 12"o.c. Number of Jack Studs Per Box 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"D.C. Species& Grade 2-plyHeader 3-plyHeader 3-Ply<=525plf(3)rows of 0.131"x3" nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650pif(2)rows of 1/2" Bolts @ 12"D.C. spf#2 2 1 1 2 1 1 3-Ply>650plf 3 rows of 1/2"Bolts @ 12"D.C. s f#3 2 1 1 2 1 1 4-PI 3 rows of 1/2" Bolts @ 12"D.C. s f stud 2 1 1 2 1 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 2 1 1 2 1 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-H DR1-2 SHEET NO. 3 OF 5 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans -------i �-- -SPF - -{ I -- ---------- - -1 Beaml = 2x8 Speciesl = SPF Grade1= NA No.1/No.2 NA i f Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 d1 7.25 :in b1 r 3.00 l in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2 0.00 _ !in b2=� 0.00 _ ;in Area,Al = 21.75_ I in Section Modulus, S1 = ! 2 26!8 in' Moment of Inertia, 11 = 95.27 I in4 Area,A2= ; 0.00 ;in 2 inz Section Modulus, S2= 0.00 in Moment of Inertia, 12= 0.00 'in 4 Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.00� CL= 1.00 CFI = I 1.20 ,I CRI = 1.00 ' delta LL= 360 CFz= 1.00 CR2= 1.00 delta TL= I 240 Shear Moment Deflection Load Share F„1 = 135 psi Fbi = I 875 !psi E1 = 1400000 i psi Beaml = 100.00 % F„z= 0 psi Fb2= 0 i psi E2 = ! 0 1 psi Beam2= 0.00 % I I Controlling Load w = - 1-0- rplf Max Allowable Length - 53.1 !in Actual Length Needed = 52.0 in Reaction at Each End = I 2263.9 �Ib Minimum Bearing Length Required 1 1.8 ;in Max Deflection = L y 0.062 'in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2) rows of 0.131"x3" nails @ 8"D.C. > 12"&< 18"deep-(3)rows of 0.131"x3" nails @ 8"D.C. > 18"deep-(4)rows of 0.131"x3"nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2)rows of 0.131"x3"nails @ 8"D.C. 2-Ply<=700plf(3)rows of 0.131"x3"nails @ 8"D.C. 2-Ply<=870plf(2)rows of 1/2" Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2" Bolts @ 12"o.c. Species& Number of Jack Studs Per Box 3-Ply<=350plf(2) rows of 0.131"x3"nails @ 8"D.C. Grade 2-ply Header 3-ply Header 3-Ply<=525plf(3) rows of 0.131"x3"nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2)rows of 1/2" Bolts @ 12"o.c. spf#2 2 2 2 2 2 1 3-Ply>650 If 3 rows of 1/2" Bolts @ 12"O.C. s f#3 3 2 2 3 2 1 4-PI 3 rows of 1/2" Bolts @ 12"O.C. s f stud 3 2 2 3 2 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 3 2 2 3 2 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-H DR1-3 SHEET NO. 4 OF 5 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans SPF - - -----— -- -- Beaml = 2x8 Speciesl = SPF Gradel=' NA No.1/No.2 NA Beam2= None Species2 = Grade2= NA NA NA Quantity Per Box, Q1 = 3 dl=' 7.25 �in b1 4.50 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2=` 0.00 i in b2=� 0.00 �in Area,Al = 32.63 in2 Section Modulus, S1 = 39.42 Ina Moment of Inertia, 11 = 142.90 'in 4 Area,A2 - 0.00 i inz Section Modulus, S2= 0.00 in' Moment of Inertia, 12= 0.00 ;in4 � I Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria Co- -1.00� CL- 1 AO J CF1 = 4 1.20 CRC _ 1.15 i delta LL= 360 CFZ= ! 1.00 J CR2= 1.00 delta TL= 240 Shear Moment Deflection Load Share Fv1 _ F, 135 i psi Fbl = 875 psi E1 = 1400000 psi Beaml = 100.00 % F„Z= 0 psi Fb2= 0 I psi E2= i f0 - psi Beam2= 0.00 I , Controlling Load w = ` 1044.9 plf Max Allowable Length = j 69.8 in Actual Length Needed = 69.0 in Reaction at Each End = j 3004.0 alb Minimum Bearing Length Required = 1.6 ;in Max Deflection = 0.128 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2)rows of 0.131'W" nails @ 8"o.c. > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"o.c. > 18"deep-(4)rows of 0.131"x3"nails @ 8"O.G. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2)rows of 0.131"x3" nails @ 8"D.C. 2-Ply<=700plf(3)rows of 0.131"x3" nails @ 8"D.C. 2-Ply<=870pif(2)rows of 1/2" Bolts @ 12"D.C. 2-Ply>870plf(3)rows of 1/2" Bolts @ 12"D.C. Species& Number of Jack Studs Per Box 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"D.C. Grade 2-ply Header 3-)I Header 3-Ply<=525plf(3)rows of 0.131"x3" nails @ 8"o.c. 2x3 Fx4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2)rows of 1/2" Bolts @ 12"o.c. spf#2 3 2 2 3 2 2 3-Ply>650plf 3 rows of 1/2" Bolts @ 12"D.C. spf#3 3 2 2 3 1 2 2 4-PI 3 rows of 1/2" Bolts @ 12"D.C. spf stud 3 2 2 3 2 2 Note: Stagger fastener rows and locate fasteners minimum sp#2 3 2 2 3 2 2 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-H DR1-4 SHEET NO. 5 OF 5 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans Beaml = 1.5"x 7.25" Speciesl = LVL Gradel= NA No.1/No.2 NA Beam2= None Species2=' Grade2= NA NA NA -- Quantity Per Box, Q1 = 3 dl 7.25 'in bl= 4.50 �in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2 0.00 in b2=i 0.00 !in Area,Al = f 32.63 Jn2 Section Modulus, S1 = 39.42 !in 3 Moment of Inertia, 11 = 142.90 in Area,A2 = 0.00 i in2 Section Modulus, S2= 0.00 in Moment of Inertia, 12= 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= ! 1.15 ' CL= 1.00 CF1 = 1.07 CR1 _ 1.00 delta LL= 360 CF2= 1.00 CR2= 1.00 delta TL= 240 - -- ---I L - --- Shear Moment Deflection Load Share F„1 = 285 i psi Fbl = 2750 ! psi E1 = 2000000 : psi Beaml = 100.00 % F112= 0 ; psi Fb2= 0 psi E2= I 0 psi Beam2= 0.00 % I ' Controlling Load w = 1044.9 plf Max Allowable Length= 99.4 'in Actual Length Needed = 96.0 in Reaction at Each End = 4179.5 lb Minimum Bearing Length Required = 2.2 .in i Max Deflection = 0.337 ,in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2) rows of 0.131"x3"nails @ 8"o.c. > 12"&< 18"deep-(3) rows of 0.131"x3" nails @ 8"o.c. > 18"deep-(4)rows of 0.131"x3"nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2)rows of 0.131"x3" nails @ 8"D.C. 2-Ply<=700plf(3)rows of 0.131"x3" nails @ 8"o.c. 2-Ply<=870plf(2)rows of 1/2" Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2" Bolts @ 12"o.c. Species& Number of Jack Studs Per Box 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"D.C. Grade 2-ply Header 3-ply Header 3-Ply<=525plf(3)rows of 0.131"x3"nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2)rows of 1/2" Bolts @ 12"D.C. spf#2 4 3 3 4 2 2 3-Ply>650pif 3 rows of 1/2"Bolts @ 12"D.C. spf-#3- 4 3 3 4 3 2 4-PI 3 rows of 1/2" Bolts @ 12"o.c. spf stud 4 3 3 4 3 2 Note: Stagger fastener rows and locate fasteners minimum sp#2 4 3 3 4 3 2 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-H DR2 SHEET NO. 1 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: SIDEWALL Floor Live Load = 40 1 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 0 Wall Dead Load = 62 plf Cape Roof: YES Ceiling Dead Load = 6 j psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting the floors or stone counters. Reaction from Truss or Rafter= 973 lb Required Deflection Criteria Truss spacing = 16 In D.C. Live Load = L/240 Unit Width = 15.75 ft Total Load = r L/180 Roof Live Load/Unbalanced Snow Load = 30.8 psf Attic Live Load = 40 psf Roof Dead Load = 20 psf Roof/Snow Load = 1 729.8 1 plf % Roof Live Load = 33.9 % % Roof Dead Load = j 22.0 !% %Attic Live Load = 44.1 1% Load Duration for Wood Members Load Cases 1. D + F = 160.7 plf Cd=0.9 �- -- -' 2. D + H + F+ L+T = 482.2 � plf Cd= 0.9 3. D+ H + F+ (LrorSorR) = ; 408.3 plf Cd= 1.15 4. D+ H + F+ 0.75(L+T)+0.75(Lr Or S or R) = _729.8 J plf Cd = 1.15 5. D+ H + F+ (W or 0.7E) _ 160_7 i plf Cd =0.9 6. D+ H + F+0.75(W or 0.7E)+0.75L+0.75(Lr or S or R) = i 667.9 !pif Cd = 1.15 7• 0.6D+W+ H = L -96.4 _ pif Cd =0.9 8. 0.6D+0.7E+ H = r__ 96.4---_j plf Cd =0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-HDR2-1 SHEET NO. 2 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans _ SPF Beaml = 2x6 Speciesl = SPF Grade1= NA No.1/No.2 NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 dl= 5.50 j in bl=' 3.00 i in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2=! 0.00 i in b2=, 0.00 in - -- -- - - Area,Al = 1 16.50—jin2 Section Modulus, S1 = 15.13 in3 Moment of Inertia, 11 = 41.59 in' Area,A2= { 0.00 i in Section Modulus, S2= 0.00 i in3 Moment of Inertia, 12= 0.00 !in 4 Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= ^1.15 CL= �_1.00 - CFI _ ` 1.30 CRC _ 1.00� delta LL= 240 j CF2= !_1 LL00 CR2= ` 1.00 delta TL= 180 Shear Moment Deflection Load Share F r 135 i psi F = 875 psi E1 = 1400000 : psi ° �� = P b P P Beam1 = 100.00 �� F„Z= ', 0 I psi Fb2= 0 psi E2= j 0 psi Beam2= 0.00 % 9 --- i Controlling Load w = ;_ 729_8 j plf Max Allowable Length = 51.0 'in Actual Length Needed= 38.0 in Reaction at Each End = 1155.4 lb Minimum Bearing Length Required = 0.9 'in Max Deflection = 0.028 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2)rows of 0.131"x3"nails @ 8"o.c. > 12"&< 18"deep-(3)rows of 0.131"x3" nails @ 8"D.C. > 18"deep-(4)rows of 0.131"x3"nails @ 8"D.C. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2) rows of 0.131"x3"nails @ 8"o.c. 2-Ply<=700plf(3)rows of 0.131"x3"nails @ 8"D.C. 2-Ply<=870pif(2)rows of 1/2" Bolts @ 12"D.C. 2-Ply>870plf(3)rows of 1/2" Bolts @ 12"D.C. Species& Number of Jack Studs Per Box 3-Ply<=350plf(2)rows of 0.131"x3" nails @ 8"o.c. Grade 2-ply Header 3-ply Header 3-Ply<=525plf(3)rows of 0.131"x3" nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2)rows of 1/2" Bolts @ 12"D.C. spf#2 1 1 1 1 1 1 3-Ply>650plf 3 rows of 1/2"Bolts @ 12"D.C. spf#3 2 1 1 2 1 1 4-PI 3 rows of 1/2" Bolts @ 12"D.C. spf stud 2 1 1 2 1 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 2 1 1 2 1 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-H DR2-2 SHEET NO. 3 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans �----� �- SPF � Beaml = 2x10 Speciesl = SPF Gradel= NA No.1/No.2 NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 dl 9.25 !in bl=' 3.00 l in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2=� 0.00 ;in b2 0.00 ;in Area,Al = i 27.75 in2 Section Modulus, S1 = I 42.78 i in3 Moment of Inertia, 11 = rW197.86 in Area,A2 = ! 0.00 in2 Section Modulus, S2= 0.00 ,in3 Moment of Inertia, 12= 0.00 :in 4 I i 1 L , Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.4 i CL= 1.00 CFI _ 1.10 CR1 = 1.00 ! delta LL= 1 240 CF2= 1.00 CR2= 1.00 delta TL= , 180 j Shear Moment Deflection Load Share F„1 = 135 i psi Fbi = 875 j psi Ell = 1400000 i psi Beaml = 100.00 % F„2= 0 psi Fb2= 0 psi E2 = 0 psi Beam2= 0.00 % G - -- - Controlling Load w = L 729.8 __jplf Max Allowable Length= 78.9 in Actual Length Needed = 76.0 in Reaction at Each End = 2310.9 ;lb Minimum Bearing Length Required= 1.8 in , Max Deflection= 0.095 �in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2) rows of 0.131'W"nails @ 8"o.c. > 12"&< 18"deep-(3)rows of 0.131"x3" nails @ 8"o.c. > 18"deep-(4)rows of 0.131"x3"nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply<=465pif(2)rows of 0.131"x3" nails @ 8"D.C. 2-Ply<=700plf(3)rows of 0.131'W" nails @ 8"o.c. 2-Ply<=870plf(2)rows of 1/2" Bolts @ 12"o.c. 2-Ply>870plf(3) rows of 1/2" Bolts @ 12"o.c. Species& Number of Jack Studs Per Box 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"D.C. Grade 2-ply Header 3-pi Header 3-Ply<=525plf(3)rows of 0.131"x3"nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2)rows of 1/2" Bolts @ 12"D.C. spf#2 2 2 2 2 2 1 3-Ply>650plf 3 rows of 1/2"Bolts @ 12"o.c. spf#3 3 2 2 3 2 1 4-Ply 3 rows of 1/2" Bolts @ 12"o.c. spf stud 3 2 1 2 3 2 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 3 2 2 3 2 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. 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) Local Authority having jurisdiction logo: TO:Name ofAuthdrity having jurisdiction: OWNER OF PROPERTY: SMITH SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 285 sandy beach road greenport, NY suffolk County PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): Q 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): 0 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) 0 Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative Job Truss Truss Type Qty Ply PER221973 R3 ATTIC 1 Job Reference(optional) 1 11-0 7-3-8 14-9-12 22-4-0 29-7-8 30-7$ 1 oo0 7-3-8 7-6-4 7-6-4 7-3-8 1-0-0 Flip Overhang Connection: 907>97 OK Min.8"Lapped 7/16"24/16 APA rated sheathing to Truss Top Chord Scale=1:5 and 2x6 Overhang Flip with LSTA18 Strap 252> 113 OK Attach 2x6 Ov rhang Flip to Wall/Band Board with(2)SDWC15600 Toe-Screws and 6 Collar Tie Connection: 2x3 Ledger block to Wall/Band Board with(4).131"x 3"nail each Truss Bay. 428>85 OK Connect Each Collar Tie at each 428>85 OK 5 03 7 8 B 252>114 OK end with (6).131"x 3" nails. 252>114 OK 4 Or 15 16 (3) 1/4"x 3"SDS25300 Screws zoo 1z 3 9 D 9 D 620>226 OK 620>226 O 188>0 OK 188>0 OK 1320>687 OK 2 D E D ,0 V� B F2 B \J N Heel Detail(937 Ibs) 14 13 12 Heel Detail(937 Ibs) Connect Heels to Top Plates with(1)SDS25600 Toe-Screw 7-3-8 13-9-12 22-4-0 29-7-8 7-3-8 6-64 8-6-4 7-3-8 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud TCLL 30.8 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.43 12-13 >433 240 (Ground Snow=40.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.59 12-13 >319 180 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 10 n/a n/a BCLL 0.0 * Code IRC2018/TP12014 Matrix-P Attic -0.43 12-13 4B3 360 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc pudins. T2:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. BOT CHORD 2x10 SPF No.2 WEBS 1 Row at midpt 4-8 WEBS 2x4 SPF No.2*Except* W2:2x6 SPF No.2 REACTIONS. (lb/size) 2=90310-3-8 (min.0-1-8),13=383/0-8-8 (min.0-1-8),10=930/0-3-8 (min.0-1-8) Max Horz 2=-219(LC 8) Max Uplift 2=-312(LC 10),13=-100(LC 10),10=-319(LC 10) Max Grav 2=916(LC 16),13=753(LC 19),10=973(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/4,2-3=-937/178,3-15=-848/309,4-15=-780/323,4-5=-242/83,5-6=-164/96,6-7=-162/95,7-8=-246/83, 8-16=-809/323,9-16=-880/309,9-10=-909/178,10-11=0/4 BOT CHORD 2-14=-43/697,13-14=-34/687,12-13=-34/687,10-12=43/685 WEBS 3-14=427/226,9-12=-390/226,4-8=-524/287 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 3=427/226/010,4=524/287/2310,5=227185/11310,6=144/97/113/0,7=229/84/114/0,8=524/287/23/0,9=390/226/010,12=390/226/0/0,13=34/6B7/459/0,14=427/226/0/0 NOTES- 1)Wind:ASCE 7-16;Vult=140mph(3-second gust)Vasd=111mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;B=45ft;L=30ft;eave=4ft;Cat.11; Exp C;Enclosed;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=40.0 psf;Pf-30.8 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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.8 psf on overhangs non-concurrent with other live loads. 5)All additional member connections shall be provided by others for forces as indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*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. 4 8)Ceiling dead load(5.0 psf)on member(s).3-4,8-9,4-8 Q. Q 18, 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14,12-13 10)One RT5 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 10.This connection is for uplift only and does not consider lateral forces. 11)One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)13.This connection is for uplift only a oce I 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced sta �y 13)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. f LOAD CASE(S) Standard `CFO 0935�� oF�SS10��� PER221973 5/23/2022 P.E.Robbins 1777 State Route 167 Victoria IL 61485 1 of 1 Jab Truss Truss Type 113970 SF400601 FLAT W/DUCT 1ty Ply 1 Signature Homes 212 j UFP Industries Inc.,Grand Rapids,MI 49525,Steve Minahan 8.620 a Sep 22 2022 MI ek Industries,Inc.Thu Jul 2713:43:05 2023 Page 1 of 1 F Copyright02023 UFP Industries,Inc.All Rights Reserved I 40 PSF SNOW DRIFT 1-11-3 1-10-3 1-0-0 1-10-3 1-11-3 0.25 12 4 2x3 n 2 2.5x4= 3 1 x3 n 4 1 x3 n 5 2.5x4 = 2x3 u 6 1.19 T1 M - 00 __ 0 O W 2 ���W3 W 5 WE N 1-0-0 -- B1 I- - -_ 10 2.5x4 = 2.5x4= 9 8 2.5x4= 2.5x4= 7 3-9-6 1 1-0-0 1 3-9-6 8-6-12 Plate Offsets X - 2:0-1 8 a1-0 s:a1-11 a1-1 :a2-0 a1-0 B:a2-0 a1-0 s:az-o a1-0 1o:a2-0 ai-0 LOADING(psf) TC 20.0 SPACING- 1 4 0 CSI. DEFL in (loc) Well L/d PLATES GRIP (Ground Snow=25.0) Plate Grip DOL 1.15 TC 024 Vert(LL) -0.04 9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.05 9 >999 180 BCLL 0.0' Rep Stress[nor YES WB 0.15 Horz(CT) 0.01 7 We n/a BCDL 10.0 Code IBC2018frP12014 Matrix-R Weight:23lb FT=0% LUMBER- BRACING- TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9.13 oc puriins, except end vertic$B} BOT CHORD 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 5-8-7 oc bracing_ WEBS 2x3 SPF No.2*Except' W 1,W6:2x4 SPF No.2 REACTIONS. (lb/size) 10=441/0-3-8,7=441/038 Max Horz 10=7(LC 8) Max Uplift10=106(LC 8),7=108(LC 8) Max Grav 1 0=459(LC 18),7=459(LC 18) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=76/39,2-3=10131747,3-0=10121749,45=1013ff53,5.6=56/23,1-10=100/91,6-7=97/88 BOT CHORD 9-10=-586f738,8-9=758/1011,7-8=524/670 WEBS 3-9=124/118,4-8=154/144,2-10=739/593,2-9=192/305,5-8=267/390,5.7=700/568 NOTES- 1)Wind:ASCE 7-16;Vult=140mph(3-second gust)Vasd=111mph;TCDL=6.Opsf BCDL=6.Opsf.h=3011;Cat 11;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=25.0 psF,Ps=20.0 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;IBC 1607.11.2 minimum roof live load applied where required_;Min.flat roof snow load governs. 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•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. 8)Provide mechanical connection(by others)of truss to hearing plate capable of withstanding 106lb uplift at joint 10 and 108lb uprdt at joint 7. O F N Etw_ 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI 1. .` �Y 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). _7 cc n W The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this p Ofi�SS�4�Py document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination 7/27/2023 on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. AWARNING -Verify design parameters and READ NOTES UFP Industries,Inc_ 2801 EAST BELTLINE RD.NE Truce ehan not bo eat or.,,od:sed..au.out app_j of a,o t-d-Ign engin=r. PHONE(616)-364-6161 CRAND RAPIDS,MI 48525 This component has only been designed for the loads noted on this drawing.Construction and lilting forces have not been considered.The builder is responsible for lifting methods and system design.Builder responsibilities are defined under TPI1.This-design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibirdy of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabllity,during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the buffing designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate institute Recommendation available APPROVED AS NOTED OCCUPANCY OR oA • n. .A3 B.P 3 USE IS UNLAWFUL . BV6 WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT ',F OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION -**+� ...-.•"m,.•--•- 4. FINAL-CONSTRUCTION MUST COMPLY WITH ALL CODES OF BE COMPLETE FOR C.O. NEW YORK STATE&TOWN CODES ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW �Ui}IOLO TOWN ZBA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS WROLOTOWN PLANNING BOARD VITIM TOWN TRUSTEES N.Y.S DEC 90UTNOLO NPC {J NOT PROCEED WITH .5. Dp RAMING UNTIL'SURVEY F FOUNDATIQN LOCATION" HAS BEEN APPR( V'EQz; RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Fire separation required as per NYS Code TRUSS PLACARDING REQUIRED PLUMBER CERTIFICATION All exterior lighting ON LEAD CONTENT BEFORE installed,replaced or CERTIFICATE OF OCCUPANCY repaired shall conform SOLDER USED IN WATER to Chapter 172 "PPLY SYSTEM CANNOT of the Town Code 2/10 OF 1% LEAD. Blower door and ductwork testing required. Must provide Manuals D, J and S as per NYS Energy Code DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY C.HOCHUL, �.} � �. GOVERNOR .99 WASHINGTON AVENUE -� �� � � ALBANY NY 122 Ca \\ �f ! ry j 1 l r �4 V 1 ' ROBERT J. RODRIGUEZ TELEPHONE:(518)474-4073 t� 1�� r SECRETARY OF STATE W W W.DOS.NY.GOV "\ August 24, 2022 - ' SEP 2 9 2023 Mr. Mike Kirby Signature Building Systems of PA, LLC 1004 Springbrook Ave Moosic, PA 18507 NYS RESIDENTIAL MODULAR SYSTEM RENEWAL NEW SYSTEM APPROVAL NUMBER: M1370-2022-080 PREVIOUS APPROVAL NUMBER: M1370-2020-044 Dear Mr. Kirby: In reference to your written application for approval received June 22, 2022 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models designated M1370-2022-008 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 24, 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 D Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to<_139 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 24, 2022 under Systems number M1370-2022-080." Page 1 of 3 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 st 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, (.-4~7� 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 ENGINEERING# 11 � v BUILDER: THIRD PARTY INSPECTION AGENCY: DRAWING INDEX 223048 ARTH U R SMITH VESTADEVELOPMENT PFSCORPORATION SHEET# SHEET TITLE DATE REVISED DRAWN BY:I CHECKED BY: 33 FLYING POINT ROAD,SUITE 129 421 CENTRAL RD,SUITE 2 CS COVERSHEEr 7/31123 9/26/23 285 SANDY BEACH ROAD SOUTHAMPTON,NY 11968 BLOOMSBURG,PA 17815 0 GENERAL NOTES&SCHEDULES 7131123 MS xx GREENPORT, NY 11944 Tel.(917)833-7945 Tel.(570)784-8396 1b �ELEVATIONSONT ON i/3ii3 912s23 DATE: VESTA DEVELOPMENT 5-16-23 SUFFOLK COUNTY 2a 1stFL00RPLAN 7/31l23 9126/23 SALESMAN: MANUFACTURER: ARTH U R SMITH 2b 2nd FLOOR PLAN 7131/23 9126/23 GIV SIGNATURE BUILDING SYSTEMS 3a 1st FLOOR SHEAR WALL PLAN 7131/23 9126/23 MATTROZELLE 1004 SPRINGBROOK AVE.,MOOSIC,PA 18507 3b 2nd FLOOR SHEAR WALL PLAN 7131123 9126/23 MODEL: D99F 3c SHEAR WALL DETAILS 7/31/23 9I26123 tL� Tel.(570)774-1000 Fax(570)774-1010 TWO STORY 4 ELECTRICAL NOTES 7131123 9126/23 �. EOR: 4a 1st FLOOR ELECTRICAL PLAN 7131123 9/26/23 m 000 0 I I I 1 1 S E P 2 9 2023 WKL ARCHITECTURE 4b 2nd FLOOR ELECTRICAL PLAN 7/31123 9/26/23 p7a FOUNDATION NOTES 7/31/23 82 S.MAIN STREET FOUNDATION PLAN 7131/23 9/26123 WILKES BARRE,PA 18701 SECTION 7131/23 BpUHDI is,�C�'�F+ e Tel.(570)822-0991 SECTION 7/31/23 9JPa 619�T FASTENING DETAILS 7/31/23 PLUMBING NOTES 7131/23 2 Be PLUMBING DIAGRAMS 7131/23 W K DESIGN CRITERIA z Model Number or Name: 223048 w fn Occupancy:ME FAMILY DWELLING ATTENTION LOCAL INSPECTIONS DEPARTMENT g Building Area: 2675 sQ.Fr. (NY NOTE) The following items have not been completed by the Modular Homes Manufacturer,have not > o Construction Type: VB • BUILDER IS RESPONSIBLE TO COMPLY WITH NCR PART1265.1 AND been inspected by 3rd Party Agency and are not certified by state modular label.Code a No.of Stories Above Grade: 2 NOTIFY CODE ENFORCEMENT OFFICIAL OF THE USE OF compliance must be determined at the local level: ¢w a Mean Roof Height: 25'-8 5/8" FT. n m 4 Min.Distance to Lot Line: 5 FT. ENGINEERED LUMBER/TRUSSES AND POST APPROPRIATE SIGNAGE ONSITE WORK(RESPONSIBILITY OF OTHERS)INCLUDING,BUT NOT LIMITED TO: �co¢ I I I I I Exterior Wall Rating: 0 R. ON STRUCTURE 1. FOUNDATION,FOUNDATION HOLD-DOWNS,AND ALL CONNECTIONS FROM THE Ground Snow Load(Pg): 25 PSF a BUILDER SHALL SUPPLY AND INSTALL WHOLE HOUSE VENTILATION. LOWEST MODULAR LEVEL TO THE FOUNDATION. 1 I I I I Min.Roof Live Load(Pf): 20 PSF THIS INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE 2• ALL PORCH ROOFS,RAILINGS,POSTS,DECKING,DECKS TO BE SUPPLIED AND ¢ INSTALLED Roof Dead Load: 10 PSF LOCAL JURISDICTION. 3. INSTALLATION OF INTERIOR DOORS AND FINISHING INTERIOR WALL AND Floor Live Load: 40 SF z CEILING GYPSUM WHERE MODULAR'UNITS COME TOGETHER. Floor Dead Load: 10 SF 4. INSTALLATION OF DOOR AT MATELINE WHERE MODULAR UNITS COME Ln— ' Wind Speed: 135 MPH DOV1t ❑Vag TOGETHER. I Wind Exposure: C ALL REQUIRED ENERGY TESTING REQUIRED BY CHAPTER 11 OF 5. PLUMBING AND ELECTRICAL CONNECTIONS BETWEEN MODULES AND BELOW Seismic Design Category: B THE 2018 IRC AND 2018 IECC SHALL BE DONE BY: THE LOWEST MODULAR LEVEL FINISHED FLOOR LINE. Electrical Service Panel Size: 200 AMPS NU-TECH ENERGY SOLUTIONS CO 6. ALL SITE CONNECTIONS IN ROOF SYSTEM PER FASTENING DETAIL PAGES. W Permissible Gas Type: N/A 102 LILLYPAD LANE,HAWLEY,PA 18428 7. ON-SITE EXTERIOR LIGHTING PER PLAN. Design Codes: 570-490-3928 8. INSULATION OF ALL EXPOSED FLOOR AREAS. 9. BASEMENT STAIRS TO BE SUPPLIED&INSTALLED ON SITE BY BUILDER. NY STATE CODES: ENERGY CODE TESTING PERFORMED ON-SITE&PASSED IN 10. INTERIOR STAIR RAILINGS,GUARDS,AND HANDRAILS. 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE (WHICH INCORPORATES BY REFERENCE ACCORDANCE WITH CODES LISTED.ALL ON-SITE INSPECTIONS BY 11. WINDOW GUARDS PER DOOR 8 WINDOW SCHEDULE NOTE#5. l' THE ENERGY TESTING AGENCY AND THE ATTACHMENT OF THE NY 12. TRUSS SIGNAGE TO BE PROVIDED&LOCATED BY BUILDER ON SITE. 2020 RESIDENTIAL CODE OF NEW YORK STATE 13. ALL APPLIANCES,INCLUDING BUT NOT LIMITED TO DISHWASHER,WASHER, INSIGNIAS BY PFS.CORPORATION AT THE FACTORY MUST BE DONE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE DRYER,RANGE,RANGE HOOD,MICROWAVE,REFRIGERATOR,AND WATER � 2017 NATIONAL ELECTRICAL CODE PRIOR TO THE ISSUANCE OF THE LOCAL USE&OCCUPANCY HEATER. g PERMIT.THIS INFORMATION WILL BE NOTED ON THE DATA PLATE. 14. ANY EXHAUST DUCTS STUBBED TO THE ATTIC PER PLANS(INCLUDING DRYER, Z BATH,RANGE HOOD,WHOLE-HOUSE FAN)SHALL BE EXTENDED TO THE Thermal Climate Zone: 4 15. HF EXTERIOR BY BUILDER, Degree Days: 5572 16. DORMER INSTALLATION PER FASTENING DETAIL PAGES. FA Minimum Furnace Output: N/A 17. ALL SITE CONNECTIONS PER FASTENING DETAIL PAGES. Thermal Transmittance Values: Floor' Wall` Roof` 18 GARAGE DOORS. 'SEE RES CHECK R 19 R_21 R_38 19. ANY ITEMS MARKED ON THE INCLUDED DRAWINGS AS'BY BUILDER'OR'BY Flood Zone?: NO MAP#:36103CO176H OTHERS'. Wind-Bome Debris Region?: YES 20. ROOF DECK AND RAILINGS PER ELEVATIONS ADDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS SUBJECT TO LOCAL INSPECTION: A i6lLLI Z O z "'R"or"U"as required by State Q —r o z (A�z o o mffO I W z~a jro� CL zC) y Q LOCATION OF LABELS: f/3 w C7 �► Q3?431'-� QQ> LU > DATA PLATE - (1)PER DWELLING,AS INDICATED ON PLAN 9i> . ..��1y 3rd PARTYLABEL - (1)PER MODULE,AS INDICATED ON PLAN QF 1[3C•' STATE LABEL - (1)PER DWELLING,AS INDICATED ON PLAN m DRAWING: ov -DATA PLATE -THIRD PARTY LABEL --STATE LABEL STATE OF NEW YORK ARCHITECT OR ENGINEER COVER SHEET CERTIFICATION STATEMENT THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2022-080 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER S LETTER. THIS ITEM IN ANY WAY ENGINEERING# GENERAL NOTES: GARAGE NOTES DOOR/WINDOW SCHEDULE 223048 1. WATER HEATERS IN ENCLOSED COMPARTMENTS ARE TO BE INSTALLED PER MANUFACTURERS 1.GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE PER DRAWN BY: CHECKED BY: SPECIFICATIONS. VEHICLE BAY,51/2 FT MAX.ABOVE THE FLOOR. RAS xx 2. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE.WHEN NOT ROUGH OPENING DP APPLICABLE ORABLE,RECIRCULATING FILTERING HOOD(MIN.100 CFM)MAY BE SUBSTITUTED IF THERE 2.ALL GARAGE RECEPTACLES SHALL BE GFCI PROTECTED INCLUDING THOSE CALLOUT WIDTH HEIGHT TYPE MANUF. LIGHT VENT U EGRESS RATING DATE IS A MINIMUM OF 4%NATURAL VENTILATION IS PROVIDED. INSTALLED ON CEILING. 5.16-23 3. EACH DWELLING SHALL HAVE AT THE PRIMARY LOCATION A MAIN ENTRANCE DOOR.THIS DOOR SHALL A. ATTACHED GARAGE 2-8(112 Glass) 34112" 821/2" SWING DOOR 5.14 17.12 0.23 BE BOTH SWING TYPE AND 36"W x 80"H.(MINIMUM). 1.ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC 2-8(45 min) 33 112" 81 1/2" SWING DOOR - 0 0 0.16 SALESMAN: 4. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND BY MEANS OF MIN.1/2"GYPSUM BOARD ON GARAGE SIDE. 3-0 2 14"SL 68 1/2" 82 112" SWING DOOR 3.34 19.33 0.16 MATT ROZELLE INSTALLED ON SITE BY BUILDER. ( ) MODEL: 5. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS 2.A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 1 3/8" 3-0(Full Glass) 38112" 821/2" SWING DOOR - 9.14 19.33 0.30 - FACTORY FURNISHED BUT FIELD INSTALLED BY BUILDER.SHINGLES MAY BE FURNISHED BY BUILDER SOLID CORE OR EQUIVALENT,20-MINUTE RATED,AND EQUIPPED WITH SELF TWO STORY AND FIELD INSTALLED. CLOSING DEVICE. A41 481/2" 24 5/8" AWNING ANDERSEN 5.9 1.9 0.31 N/A 35 6. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY g DWELLING ABOVE GARAGE AN21 24 5/8" 21" AWNING ANDERSEN 2.2 0.9 0.31 N/A 35 BE DONE IN FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE. FWG8080 96" 96" SLIDING DOOR ANDERSEN 42.98 25.46 0.32 40 ALL FLOOR,WALL AND CEILING PENETRATIONS MUST BE FIRESTOPPED PER CODE REQUIREMENTS. 1.GARAGE MAY HAVE HABITABLE SPACE ABOVE,AND IF SO GARAGE SHALL BE 7. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH SEPARATED FROM DWELLING BY 5/8"TYPE'X'GYPSUM BOARD. TW2021 G-2 51 718" 36 7/8" DOUBLE HUNG ANDERSEN 7.36 14.36 0.31 N/A 40 OPENINGS FIRESTOPPED. TW24210 301/8" 36 7/8" DOUBLE HUNG ANDERSEN 4.46 2.58 0.31 N/A 40 8. FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. 9. ALL NOTES PERTAINING TO"IN FIELD',"BY BUILDER"OR°"°""ARE BUILDER/CONTRACTORS TW3046 381/8" 56 7/8" DOUBLE HUNG ANDERSEN 10.31 5.73 0.31 33 7/8"x241/4" 40 RESPONSIBILITY. TW3046-2 75 7/8" 56 7/8" DOUBLE HUNG ANDERSEN 20.62 11.46 0.31 33 7/8"x24114" 4055 10. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED PER APPLICABLE CODE. TW3056 381/8" 68 7/8" DOUBLE HUNG ANDERSEN 12.89 7.14 0.31 33 7/8"x301/4" 40 11. EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY ESCAPE AND RESCUE OPENING.WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE A SILL WINDOW/DOOR SCHEDULE NOTES: o HEIGHT OF NOT MORE THAN 44°ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5.7 SQ.FT.(5.0 SQ.FT 1. WINDOWS,DOORS AND SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN SHOWN MAY BE SUBSTITUTED. zo GRADE LEVEL)AND MIN.AND NET CLEAR OPENING OF 20°X24". 2. WINDOWS,SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED. co a 12. A SMOKE DETECTOR SHALL BE ACIDC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON 3. EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL COMPLY WITH ENERGY REQUIREMENTS OF BUILDING ENVELOPE OF EACH COUNTY OF p it EACH FLOOR LEVEL INCLUDING BASEMENT,SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM SPECIFIC STATE(RES-CHECK WILL BE DONE FOR EACH). S2 a AND IN THE VICINITY OF BEDROOMS,AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL w W > STAIR NOTES: 4. FOR WIND BORNE DEBRIS REGIONS,WINDOWS ARE TO BE PROTECTED WITH WOOD STRUCTURAL PANELS. PANELS ARE TO BE PROVIDED ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES. IF ADDITIONAL SMOKE DETECTORS ARE 6 a ON SITE BY BUILDER AND SHALL BE AVAILABLE ON PREMISES. �d w INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MODULAR 1. BASEMENT STAIRS SHOWN ARE TYPICAL FOR STANDARD PLANS. w m CEILING MANUFACTURER.12a.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,IT MAY BE HARD WIRED. 5. WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE FINISHED GRADE OR SURFACE BELOW,THE LOWEST PART 2. ALL STAIR OPENINGS AND HEADERS ARE BASED ON BASEMENT I 14. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4'SPHERE CANNOT OF THE CLEAR OPENING SHALL BE MINIMUM 24"ABOVE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN HEIGHT OF 8'-0"UNLESS SHOWN OTHERWISE. THE FLOOR AND 24"SHALL BE FIXED OR HAVE AN OPENING THROUGH WHICH A 4"DIAMETER SPHERE CANNOT PASS.EXCEPTIONS PER R312. PASS THROUGH. I I I I I 15. ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE 3. RISE,RUN AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN a N UNDERSIDE OF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VARIES.MAXIMUM RISER OF 8 1/4",MINIMUM TREAD OF 9",WITH A 1 114" VENTILATION OPENINGS PROTECTED AGAINST RAIN AND SNOW AND COVERED WITH CORROSION NOSING.STAIRS WILL HAVE MINIMUM HEAD ROOM OF 6'-8",MINIMUM z RESISTANT MESH NOT<I/8"NOR>1/4"IN ANY DIRECTION. WIDTH OF T-0". L"'-Nvl?btOA 16. SAFETY GLAZING SHALL OCCUR: 4. BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS,LANDING AND a. IN DOORS RAILINGS.RAILINGS SHALL BE INSTALLED AT 34"TO 38"MEASURED b. IN ENCLOSURES FOR AND WITHIN 60"FROM HOT TUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS, VERTICALLY FROM NOSING WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 60"ABOVE THE STANDING SURFACE. C. IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE NEAREST VERTICAL EDGE 5. MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISERS IS W I IS WITHIN 24°ARC OF A DOOR IN CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" 3116". A/ ABOVE FLOOR. 6. MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 1 1/2",HANDRAIL MAY d. IN AN INDIVIDUAL PANEL OTHER THAN THOSE LISTED ABOVE THAT MEET ALL OF THE FOLLOWING PROJECT INTO THE STAIRWAY MAXIMUM 3112". Ong �_ CONDITIONS: 7. LANDINGS SHALL BE AS WIDE AS STAIRS BUT NOT LESS THAN 36". (1)EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. (2)BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR. 8. SWING OF DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP U3 (3)TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR. STEP. a (4)ONE OR MORE WALKING SURFACES WITHIN 36"HORIZONTALLY OF GLAZING. 9. ALL STAIR RAILINGS AND GUARD RAILS SHALL BE INSTALLED BEFORE e. IN WALLS ENCLOSING STAIRWAYS OR WITHIN 36"OF THE TOP OR 60"OF THE BOTTOM OF STAIRS, DWELLING IS OCCUPIED. WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 36"ABOVE THE WALKING SURFACE. 10. 3 OR MORE RISERS SHALL BE PROTECTED BY HANDRAIL ON AT LEAST 17. PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION) ONE SIDE. IF USED SHALL BE IN COMPLIANCE WITH STATE CODE 18. MINIMUM HABITABLE ROOM SIZE TO BE 70 SQ.FT.WITH A MINIMUM ROOM DIMENSION OF T-0".ONE 11. OPEN SIDES OF STAIRS OR LANDINGS 18"OR MORE ABOVE ADJACENT ROOM A MIN.OF 120 SQ.FT AND A MIN.DIMENSION OF 10 FT.(MINIMUM DIMENSION OF 10'-0"IS NOT FLOOR AND AT WINDOWS ON STAIRS OR LANDINGS SHALL HAVE CODE REQUIRED BUT IS A MANUFACTURER'S CHOICE) RAILINGS. 19. THE NUMBER OF MODULES MAY VARY. 12. OPEN RAILINGS SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH 20. IN ATTIC 8 ENCLOSED RAFTER SPACES,THE MINIMUM VENTILATION AREA SHALL BE 11300 OF THE AREA A 4"SPHERE CANNOT PASS. OF SPACE VENTILATED,PROVIDED A VAPOR RETARDER HAVING A TRANSMISSION RATE NOT 13. STAIRWAY SHALL BE PROVIDED WITH ILLUMINATION AND WITH A SWITCH EXCEEDING 1 PERM IN ACCORDANCE WITH ASTM 96 IS INSTALLED ON WARM SIDE OF ATTIC INSULATION I- "+ AND PROVIDED 50%OF THE REQUIRED VENTILATION,BUT NOT MORE THAN 80%OF AREA PROVIDED BY IN BOTH DIRECTIONS. W 111 VENTILATORS INSTALLED IN THE UPPER PORTION OF THE VENTILATED SPACE AT LEAST 3 FT.ABOVE D A (,?l EAVE OR CORNICE VENTS,WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR �R1f 0 CORNICE VENTS +} �i I j 0 o C06 z 21. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8% NOTE: ry'Q i)+ �'� >z R >>o u OF THE FLOOR AREA OF SUCH ROOM.THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4%OF THE THE BUILDER IS RESPONSIBLE TO INSTALL PROPER INSULATION o a a =z Z o FLOOR AREA VENTILATED. PROTECTION OVER ATTIC ACCESS OR PULL-DOWN STAIR AND/OR * i<_- ��W 22. WHEN WOOD FRAME PROTECTED CONSTRUCTION(VA)IS USED,GYPSUM BOARD IS REQUIRED TO BE INSULATION DOME OVER APULL-DOWN STAIR c)J o ¢�14 ATTACHED 7"O/C. DUE TO INCREASED NUMBER OF FASTENERS,MORE THAN USUAL NUMBER OF �. LU >m NAIL-POPS WILL OCCUR.IT WILL BE BUILDERS RESPONSIBILITY TO RESPACKLE AND RE-TOUCH THESE .�►'. !� 2431 23. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. DRAWING: GENERAL NOTES 8 SCHEDULES SCALE: • Flame Spread Index: <200 NTs • Smoke Development Index: <450 WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 0 LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# 223048 DRAWN BY: CHECKED BY: RAS XX DATE 0 5.16-23 tV RIDGE VENT SALESMAN: MATT ROZELLE MODEL: TWO STORY m�g� llill 15-81/2" TW24210 TW24270 TW24210 15-8112' z 0 m w h FINISHED CEILING 12 .0 1 D" ,B, z ALUM.FASCIA PERFORATED SOFFIT z� OUTSIDE CORNER w a o m r co mm EGRESS EGRESS IIII iItI 111I_lIiI i1t1 I1lI 1I1I 1I1I 1I II II II II�I_I II-II-II_II-II I_I II_it-IiI fl II imw,r (=_�--_I_—f— — f=7f[f[f T—I— _ 11 1 1 li 11111111111111Ii11I11it11 F---------------------- NNn Il Il Il Il Ii �-� I I Illllllllflllllllllllllllllllllliilllllllllllllilllllllli FINISHED FLOOR I I II II 11 II it II II II it II 11 II II II II II II II 11 II II II it II II II uc=ia1i ii LLu-w7i u cil F—U=ai If L u-uyat]i Lc i o S�Nch V�[a tD 1� c i L I w ---___-------------- -- FINISHED CEILING — ———————————— T ------------- Lu i I 4 !i I i adB I I I I EGRESS I I I I II II it g I 0 o I I II d IF----------------II FINISHED FLOOR -1--------------1- � II II L------------ AVG GRADE I I I II FRONT ELEVATION ACCESS TO GRADE BY BUILDER PORCH NOTE: PORCH ROOF,DECK,RAILINGS&POSTS SUPPLIED& INSTALLED ON SITE BY BUILDER PER ALL STATEILOCAL CODES&INSPECTED BY LOCAL BUILDING OFFICIAL. Z u oz fA zo >�o lty lr W =o 00 d C3 <CD, �mw� V)J QN CJ W m �r, °32�a� Q4� W a o� m cc DRAWING: FRONT ELEVATION SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 1 a LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANYWAY ENGINEERING 9 223048 DRAWN BY: CHECKED BY: �� RAS X( sti 12 178 ICE-WATER SHIELD ICE+WAENTIRESHEDTERSHIELD ROOF(TYPJ 325f— DATE: ENTIRE SHEDRDDF MR.) 5-16-23 SALESMAN: TTys Iz 12 MATT ROZELLE T C— MODEL: TWO STORY FINISHED CEILING DO C to U FINISHED LWG m g E]ME d - m m RP +LAST 3LRISIi `nRR 'I_P? SRRI\� r . III1 IIIIIIII IIIIII liIIIIII liIIIIII IItIIC u1I1I7 IILIIl II1II]IINRII 1IILII IIII iItI IIII IIIIIIII IIII 1II1 uI1I11>i11<t1 111111 I11I11 I11I 1f�1111.LLIIII 1I1I II!I 1 IIIIIIII IIIIIIII IIDIIII IIIIIIII IIIIIIII'IOIIAIII Rtill III IrIIILII I1IN1 77 12 T I IIII 55 FWISHEOFLOOR I II IN II II I11 I 1 FI > m Wa FINISHED It D r 0 FWISHEOCERING! FWI EDCEIUNG [Oq O W m ��` i �, I I I I ¢ I i I I VJ J I I I I Q W I I I I tnm� ,I�yI yl.yl FWISHEDFLOOR I 1 1 -1____- FINISHED FLOOR LEFT ELEVATION PORCH NOTE: RIGHT ELEVATION PORCH NOTE: PORCH ROOF.DECK RAWNGS 8 POSTS SUPPLIED& O PORCH ROOF,DECK,RAILINGS&POSTS SUPPLIED INSTALLED ON SRE BY BU6DERPERALLSTATFhOCAL to N ,�ip INSTALLED ON SITE SY BUILDER PERALLSTATEA.00AL CODES d INSPECTED BY LOCAL BURRING OFFICIAL > ES 81NSPECIED BY LOCAL BULLDMG OFFICIAL W Ir W � RAM R®GEYENf z ALUM.FASCIA T-0' FWISHEI CELLWO 40 PERFORATED SOFFR , ... OUTSIDE CORNER ._ N ED AR'. z cy, Lu-52 I:T5?RrtJCP�Rt�Ih57RRA915YRT EGRESS EGRESS EGRESS EGRESS `!.. ` } ��Z il I u n InnnnnuunlH n n u n n u mn1 n lnr-n �L (� . O z �=r I III II II II it II II II II II IIII IIIIII II II II II II II II II II 11 11 11 1 �, ,Q - J O Z cf)¢T z o I III It II 11 it II II II II II II II Ii I III 111111111111 II II IIIIII III L1J d'O tL F U I III It In 111111111111Nunlhrn 1111111111111101111111 >rH of DO FINISHED FLOOR �'� QLJJ d =Zap ]I7L1C�17C ICI�LL'I ]17t IiINlullilCulID 4. of}Zp J O .., 1'.... F--a u7W7 FINISHED CEILW ~> QN Luj N ® ® Hd � � � 9T� y W OF,N m DRAWING: ®® ELEVATIONS FWISNED FLOOR SCALE: REAR ELEVATION ACCESS TO GRADE BY BUILDER NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 1 b LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANYWAY ENGINEERING# 223048 5T-6" DRAWN BY: CHECKED BY: 41'-6" 12'-0" RAS XX 4'-3 318" 7'-7" 7 DATE:'-7" 9W 5/8" 12'-F 5-16-23 7314" 2z'-5114" 17-91/2' 4W 1/2" SALESMAN: HDRI-2:(2)2x8 SPF#2 RO:381/8 x 68 7/8 RO:96"x 96" RO:381/8 x 68 7/8 RO:517/8 x 36 718 MATT ROZELLE TW3056 2JS FWGD8080(SHIP LOOSE) 2JS TW3056 TW20210-2 _____________________ MODEL: IN 2 TEMPORARY FRAMING TWO STORY v c HDR-1:(2)2x6 SPF#2 HDR14:(3)1.5x7.25"LVL HDR1-1:(2)2x6 SPF#2.., W3042 W2742 42 g R- I I I I I w pp ■ 2� � I B30 pyy B27 2 1 S836 scB I 6"VENT FOR FIREPLACE AND FLUE '6 a I ON SITE HOOD I rn ON-SITE BY BUILDER, KITCHEN O I 9'-6" 2'-6" 2f RAISE CABINETS 3/4' O = OMIT C-TOPS 0 o PANTRY NI° 11'-5112" o uj" N 0 I Ro:341/2"x821/2" o`: r B24 B 4 BMW30 6'2" o I 4 GHDR1-1:(2)2x6 SPF#2 w� I# _- FAMILY ROOM DINING ROOM POS24-2 Posza-z 1 o 2-8(112Glass) ' o W�, U o I U PANEL BOX Zo 0 �` w IMOCW PANEL13ACKER MOCWI N z I �; ! cn; AREA=524.88 SF \ O ,�• Z,� = 3'-4° LT 41.99(REOD)101.90(PROV) ---------- W d c i c -- � VT=21.00(REOD)58.38(PROV) c�+� I I co w p - � (1)LAYER 112"GYP BY SIBS �u 0 -- o v I OVER SHEATHING a w a mw — F to pad l 2-6 53 ww I I I I I tij �! N m n e0 w M� CL61-1:(2)1.5"x11.25"LVL CLG BEAM EACH MOD. N MODULAR GARAGE 0 16-91/4° ON SITE N EACH MOD. AH m a MOD. DOOR SWEEP p as N m m N __ FLU_SH CEILING __ 2_g _ __ (2)1.5xl1.25"LVL IN CEILING,EA.MODULE 4 4 2-6 ' FLUSH CEILING FLUSH CEILING- - - - - - - - - - - - DN-- 2'9112" 3'-11/4" ---------- �' 2'-0112" 2'-01/2" CLG LINE 2-2x6 SPF#2 2-2x6 SPF#2 u EACH POD EACH MID. W ' C? i ' i N V-1° co 0 00 `L 7/16"SHEATHING 7/16"SHEATHING ———— CD c� I UNDER GYP UNDER GYP THIS ti' m z I I CEMENT BOARD 4 LAUNDRY r N j SURROUND SIDE OF WALL N J ' c� I I T-l" 3'-W -' : 0_ 7 I I OPEN TO ABOVE wIN LINEN > °' >>�, LIVING ROOM 4 a o 2-0 cn= BEDROOM#1 s^s WRPAN AREA=170.32SF¢ AREA=131.52SF LT=13.63(REOD)16.23(PROV)LT=10.52(REOD)19.49(PROV) V7=6.81(REOD)26A7(PROV)Vf=526(REOD)9.84(PROV) Lu BATH#1 GHDR1-2:(3)2xl2 SPF#2 Ri w 81116' � - =-----=-------`= x z 8-3"R.O.FOR ON-SITE GARAGE DR cl NBATH#4 S OP D � 1/2" 11'-51/2" _ AL in o r' i 5'-113/4" 5-113/4" OIL`, > a vo p Q - Al N M V Lua �' HDR1-1:(2)2x6SPF#2' � o HDRt-1:2 2x6 SPF#2 D -1:2 2x6 SPF#2lil a�' H�() ( 571 SF884 571 TEMPERED HDRt-1:2)2x6 SPF#2 3-0w/2SL " TEMPORARY FRAMING I i o; N�'Zo ------------------ I z TW3056 TW3056 j HDR1-3:(3)2x8 SPF#2 I TW3056 TW3056 >z a o RO:381/8 x 68 7/8 0:381/8 x 68 7/8 I RO:681/2"x981/2" 1 RO:381/8 x 68 7/8 RO:381/8 x 68 7/8 Wp o� =z z o 61/2" 9'8° 4" 6'-5" ! 12 8" 4'-0" 7 3/4" 6'-2 3/4" W 3-6" 101-9" L6'- 6'-6" i v 101-9" 3'-6" �� W J fn N PICTURE FRAME (� J: �y I PORCH ON-SITE BY OTHERS I > (NO SILL) Q �� ON INTERIOR L——————————— NOTE. NOTE: 6'-0" ALL INTERIOR DOORS TO BE SOLID CORE DOORS. *' # m DRAWING: SHEAR WALL PLAN FOR N� FRONT 9 aJ� . off` ACCESS IN SHEATHING 9'-0"CLG HT rFOF N -t srFLooRPLAN AND OTHER IMPORTANT 8'-0"WINDOW HDR HT U.N.O. SCALE: INFORMATION - KITS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A ^ LICENSED PROFESSIONAL ENGINEER,TO ALTER L THIS ITEM IN ANYWAY ENGINEERING# 223048 DRAWN BY: CHECKED BY: RAS XX 53'-6" DATE: 41'-6" 12'-0" 5-16-23 SALESMAN: 6'-9 3/4" 18'-1 1/4" 9'-101/4" 6-8 3/4" MATT ROZELLE 12'-71/2" 4° 2'-0" 4" 5'-8" 4" 6'-3" IZ5112" MODEL: 'I] HDR2-1:(2)2x6 SPF#2 Two STORY RO:75 718 x 56 718 RO:30118 x 36 718 RO:75 7/8 x 56 7/8 TW3046-2 TW24210 TW3046-2 m-g01111 l l l l I HDR2-2:(2)2x10 SPF#2 _, HDR2-2:(2)2x10 SPF#2 ao i;sp p 0 i; J cV io .t u' !0l �J0 $ _ 2x6 0' BEDROOM#4 v ! Acb �o�� 2 2'-0" AREA=119.72 SF LT=9.58(READ)20.62(PROV) O\c�'� m EOVT=4.79(REOD)11.46(PROV) 0� BEDROOM#3 ILI INSTALL BLOCKING AAFF `' AREA=tsa.se SF 0 FOR ON SITE PANm zz LT=13.20(READ)29.76(PROV) cn U 2V VT=6.60(READ)3039(PROV) - o—® _____�.[}__________— O Er ` =3'-4" ! BATH#3 1 o o INSTALL BLOCKING @ 18"AFF , ? / z I `� N 1 a FOR ON SITE PAN � / a I 25OMITTOP 1 3 2Vo o2V 2 6 \ �I 61"CT 1\ z 5'107/8 5'-1° > 3'-2" z o I , —— NpH716 is / w 3'-0" \ L30 �i VBR3 V1m _ > z `" x wo\ // al uj B 0 6 — 1 I g cLu --�-' 0° - g-2" 4" , 2'-9" .�,° m o 1 m N GARAGE ~ \\o I o N w co N I DOWN STAIRS --a-' N U3 LL ¢ 1 N o w �, I (22-1/2"x54°R.o.) I o c° ROOFTOP DECK 1 3'-2" 6'6" o z w c Z L--------� - 1 W I CLB2-1:(1)1.5"xl1.25"LVL CLG BEAM EACH MOD. DECKING MATERIALS SUPPLIED& ,;F 1 N INSTALLED ON-SITE BY OTHERS o 0 2X6 2 6 FLUSH CEILING FLUSH CEILING o --------------- a RAILING SUPPLIED&INSTALLED —Cli2-2x4 SPF#2 2-2x4 SPF#2 RN ~ 1 am N ON-SITE BY OTHERS 55 C 1 N EACH MOD. EACH MOD. z ID zo 1 7/16"SHEATHING ( 1 UNDER GYP THIS 1 g SIDE OF WALL o 11 a 2 b" `* GARAGE ROOF TO BE FLAT a TRUSSES w/1/4":12 PITCH PLUS 1 0.06"RUBBER MEMBRANE 1 o X BEDROOM#2 ! OPEN TO BELOW 7 1 I Ep J g2 N AREA=195.35 SF N i N . 1 M o N N z LT=15.63(READ)2722(PROV) v 1p N ! WALK-IN ' 1 O VT=7.81(REQD)14.16(PROV) N ! CLOSET 1 � 1 [,60___ _____-__ _______- Z 1 2V I i W w m ~rn t0 N ooZ copo LJJ O W 1- ,�,��iEt1 VA W O M a:a LL dray 'S.r ��W HDR2-1:(2)2x6 SPF#2 HDR2-1:(2)2x6 SPF#2 HDR2-1:(2)2x6 SPF#2 HDR2-1:(2)2x6 SPF#2 HDR2-1:(2)2x6 SPF#2 ��, t Q Z � W TW3046 TW3046 TW3046 TW3046 TW3046 �< Lu J ¢� > RO:38118 x 56 7/8 RO:381/8 x 56 7/8 RO:38118 x 56 7/8 RO:38118 x 56 7/8 RO:38118 x 56 718 "I j o 16-10 3/4" 71/4" 13'-2112" 4" 3'-1" 7 39' 6'-2 3/4" k J L 3'-6" 101-9" 6'-6" 6'-6" 101-9" 11 3'-6" m z .pr 4324im . �QQ` DRAWING: FRONT NOTE. 2ND FLOOR PLAN 8'-0"CLG HT ALL INTERIOR DOORS TO BE SOLID CORE DOORS. SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A ^ LICENSED PROFESSIONAL ENGINEER,TO ALTER L THIS ITEM IN ANY WAY ENGINEERING# 223048 TZ�-B 1-3 DRAWN BY: CHECKED BY: RAS XX 41'-6" 12'-0" DATE: 5-16-23 114" 2�-0° 6-7112" 101-31116" SALESMAN: 1 3 MATT ROZELLE 1-A r r r r ————————————————————— MODEL: X TWO STORY DW I LIU] i mlllll KITCHEN I M I ry - 0 �� PANTRY m o --- 0 o I N 9-0 314" I z X I X FAMILY ROOM DINING ROOM -- PANEL BOX � Lu I o a ad, mcnIrlllll MODULAR GARAGE __5'� NOTE:STRAP ACROSS NOTE:STRAP ACROSS 9,6 `= MODULES @ CLG ON-SITE w/ MODULES @ CLG ON-SITE w/ NOTE:STRAP ACROSS (4)CS-16 OR EQ.FOR 6,101#. (2)CS-16 OR EQ.FOR 2,977#. MODULES @ CLG ONSITE wr z N (4)CS-16 OR EQ.FOR 4,258#. o N - - - - - f;l (1)CS-20&(1)MSTC48B3 r-------------LEAVE ACCESS IN SHEATHING 2WSHEAR JOIST:(3)1.5"x9.25"LVL,BLOCK AT 48"oc FOR 2-BAYS ATTACH EACH END TO ti I I FOUNDATION FOR 3,2651bs. F—' I i — — OPEN TO ABOVE LIVING ROOM IL23 I BEDROOM#1 7/16"SHEATHING I i Q THIS SIDE o 0 I i � ATTACH SHEARWALL TO 2ND STORY FLOOR BATH#1 TO 1ST STORY CEILING WITH LAPPED ------------- 1-D V� SHEATHING AND 0.131"x2.5"NAILSIN co --------------- N 2-ROWS @ 4°oc w/(12)SIMPSON LTP4. N -- BATH#4 '-1aHF 1'-1011a° - ;----- 2 'CS- CS-PF 1i 1 `LJ rn LEAVE ACCESS IN SHEATHING �p (1)CS-20&(1)MSTC48B3 0 ° 101 z 77 r , , r r i r r I m 1-B ---------------------� 1 X T-0718" 0� 11r16'* 0 71/16�k T r 6718° X 3 LLu�o >,p Lu OR LAP SHEATHING a Ha w SUMMARY: FASTENER EDGE SPACING TIEDOWN FORCE PERF/SEGMENT TOE NAIL 0.131"OC 0.131"OC ��trD ARC END WALL 1-1:DOUBLE-SIDED 0.148 NAIL 3"O.C. 12901 lb S 2 2 � �, Y[F y�� co>_COO ¢N SHEAR WALL SCHEDULE !L, - LLI m HOLD-DOWN SCHEDULE END WALL 1-2: 0,131NAIL 4"O.C. 33341b P 2 2 �/' C s > SYMBOL FASTENING REQUIREMENT INTERIOR SHEAR WALL: 0,131 NAIL 3"O.C. 46601b s w SYMBOL HOLD-DOWN * o DOUBLE-SIDED 7r16"STRUCTURAL SHEATHING ALL CHORD SPLICES USE(12)0.131'NAILS EACH SIDE OF EACH TOP PLATE SPLICE ; :3 FASTENED WITH 0.148x2.5"NAILS ATTACH 1st STORY TO FOUNDATION WITH: FRONT "� 6"o.c.0.131"NAILS FROM SIDEWALL TO ENDWALL WHERE BOTH WALL HAVE TIEDOWN AT THE CORNER,THEN THE SIDEWALL IS TRANSFERRED IT AT 3°o/c EDGE AND 12"o/c FIELD (4)HUD14 OR EQUIV.FOR 12,901# 2•oc FASTENER SPACING AND DOUBLE SIDED REQUIRES DOUBLE STUDS AND STAGGERED FASTENERS AT ADJACENT PANEL SEAMS. ��` 0 < Q� DRAWING: ATTACH 1st STORY TO SHEAR JOIST WITH: 9'-0"CLG HT DOUBLE SIDED REQUIRES ENDWALLS TO RUN PAST SIDEWALLS TO ACHIEVE FULL LENGTH SHEATHING ON BOTH SIDES OF WALL 9T 3s4s+' �O STRUCTURAL SHEATHING FASTENED WITH (,)ATTACH &(1)MSTC48B3 OR EQUIV.FOR 4,660# " n OF�� 1ST FLOOR SHEAR WALL 0.131X2.5"NAILS AT3"oro 8-0 WINDOW HDR HT U.N.O. PLAN ATTACH 1st STORY TO FOUNDATION WITH: 0 (1)STHD14RJ OR EQUIV.FOR 3,334# SCALE . STRUCTURAL SHEATHING FASTENED WITH NTS 0.131 x2.5"NAILS AT 3"o/c EDGE AND 12"olc FIELD WARNING:R IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 3a LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANYWAY ENGINEERING# 223048 T�T-�71 2-2 DRAWN BY: CHECKED BY: RAS XX DATE: 41'-6" 5-16-23 /16" 13'-81/4" 5'-51/4" 4'-5 5/16" SALESMAN: MATT ROZELLE .Z_ _ MODEL: / / TWO STORY I O CA] o i 0 2x6 BEDROOM#4 BEDROOM#3 W o 0 Z --- ------------------- N BATH#3 Z g� W 0 O O f- 1 mad \ /I o �oiz \ / i O !O / \I I 1 GARAGE L--------J ROOFTOP DECK o4 2x6 cn I t ------------ ------------- um nmW/ I um 1 Q o 1 � in BEDROOM#2 ! OPEN TO BELOW N I a-- --------- ------------ o Z o z �_ w wZ �wZcLi 5 pARY / O W oa =Q oo 2-B 41 :Q OF n a HZa w X X * >� T-6 7/8" 3'-3 7/8" T-3 7/8" 7'-6 718718 X X N o a � W 00 N DRAWING: FRONT 2ND FLOOR SHEAR WALL PLAN 8'-0"CLG HT SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 3 b LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# 223048 DRAWN BY: CHECKED BY: RAS XX DATE: 5-16.23 SALESMAN: MATT ROZELLE WALL BRACING PER 2020 RCNYS MODEL: WIND SPEED(Vult): 135 FIRST FLOOR SECOND FLOOR GARAGE TWO STORY EXPOSURE CATEGORY: C BRACED WALL LINE: 1-A 1-B 1-1 1-2 2-A 2-13 2-1 2-2 1-3 1-C 1-D m g l l l l l BRACED WALL LINE LENGTH(ft.): 41.50 41.50 29.62 29.62 41.50 41.50 29.63 29.63 18.00 12.00 12.00 BRACED WALL LINE SPACING(ft.): 29.62 29.62 41.50 41.50 29.63 29.63 41.50 41.50 12.00 18.00 18.00 No.OF STORIES: 2 2 2 2 2 2 2 2 1 1 1 SUPPORT CONDITION: Roof+1 Floor Roof+1 Floor Roof+1 Floor Roof+1 Floor Roof Only Roof Only Roof Only Roof Only Roof Only Roof Only Roof Only o EAVE TO RIDGE HEIGHT(ft.): 10 10 10 10 10 10 10 10 5 5 5 STORY HEIGHT(ft): 11.0 11.0 11.0 11.0 9.0 9.0 9.0 9.0 10.0 1 10.0 10.0 LL BRACED WALL METHOD: CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP ti LENGTH OF BRACING REQUIRED PER TABLE o R602.10.3(1),Interpolated(ft.): 12.85 12.85 6.93 6.93 9.30 9,30 3.00 4.50 4.50 EXPOSURE FACTOR-TABLE R602.10.3(2) ITEM 1: 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 R EAVE TO RIDGE FACTOR-ITEM 2: 1.00 1.00 0 0 1.00 1.00 1.00 1.00 0.70 0.70 0.70 l ►RY �/ DO STORY HEIGHT FACTOR-ITEM 3: 1.05 1.05 Lu Lu 0.95 0.95 0.95 0.95 1.0 1.0 1.0 BRACED WALL LINE QUANTITY FACTOR-ITEM 4: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Q iL N N N w w ► a�.-N 1 1 1 1 1 ADDITIONAL GYPSUM FASTENING FACTOR- of ITEM 7(METHOD GB ONLY,IF APPLICABLE): 1.0 1.0 w w 1.0 1.0 1.0 1.0 1.0 1.0 1.0 z MINIMUM LENGTH OF BRACING REQUIRED CD CD Z 17.54 wAFTER ADJUSTMENTS(f): . w 8.56 8.56 11.49 11.49 2.52 3.78 3.78 LENGTH OF BRACING PROVIDED(ft.): 21.57 19.26 27.22 21.79 17.61 25.62 18.00 8.06 5.56 W BRACED WALL SYMBOLS LEGEND: SHEAR WALL SCHEDULE 1V-8112" FASTEN KING STUD TO HEADER ®=CONTINUOUS SHEATHING BRACED WALL SYMBOL FASTENING REQUIREMENT EXTENT OF HEADER WITH(6)16d SINKERS DOUBLE-SIDED 7/16"STRUCTURAL SHEATHING ::• :'' (3)2x12 R era 1 (3)2x12 HEADER wl FILLER HEADER wl FILLER f FASTENED WITH 0.148X2.5"NAILS FASTEN SHEATHING TOZ=HOLD-DOWN DEVICE(SEE SCHEDULE) AT 3"o/c EDGE AND 12"o/c FIELD 1000 LB STRAP EA.END(OPPOSITE SHEATHING) HEADER WITH 8d COMMON MIN.1000# OR GALVANIZED BOX NAILS IN (6 c j uj C j 3'oc GRID PATTERN AS SHOWN FASTEN TOP PLATEHEADER STRAP,OPPOSITE M STRUCTURAL SHEATHING FASTENED WITH = Y Y TO HEADER WITH SIDE OF SHEATHING 0.131X2.5"NAILS AT3"o/c W IF NEEDED.PANEL SPLICE EDGES SMALL v TWO ROWS OF16d to = OCCUR OVER AND BE HALED TO COMMON SINKER NAILS AT MIDDLE 24'OF PORTAL 2x6 FASTENING REQUIREMENTS: J &�HEIGNTKING wO wROWOFTaHALINGS uj 3"-TYP• FRAMING REQUIRED EACH PANEL EDGE 3 STRUCTURAL SHEATHING FASTENED WITH ¢ -' � FRAMING COVERED WITH N WOOD STRUCTURAL PANEL CS-WSP:0.131X2.5"NAILS @ 6"o.c.EDGE&12"o.c.FIELD 0.1311Q.5"NAILS AT 3n o/c EDGE AND 12"o/c FIELD o SHEATHING WITH 8d COMMON OR GALVANIZED BOX(TUDS, 7i16• CS-PF:SEE DETAILS 3'Oc IN ALL FRAMING S N SHEATHING BLOCKING AND SILLS)TYP. Z.- ATTACH SHEATHING TO BAND OR RIM JOIST HOLD-DOWN SCHEDULE NOTE:CS-WSP SHEATHING SHALL BE FULL-HEIGHT SHEETS,INSTALLED 1 VITH 8d COMMON NAILS AT3"olcTOPAND BOTTOM TYPICAL PORTAL FRAME o SYMBOL HOLD-DOWN ------------------------------- coNsrRucrloN J 026 VERTICALLY,WITH LONG EDGES OCCURRING OVER WALL FRAMING. > o wm Y ...... . ... ATTACH 1st STORY TO FOUNDATION WITH: a3 ° =o a o (4)HUD14 OR EQUIV.FOR 12,901# - ---------- WOOD STRUCTURAL PANEL ' ¢S ATTACH 1st STORY TO SHEAR JOIST WITH: SHEATHING OVER APPROVED j j f } Q� 1'-101/4" $'-3" 1'10 /4" BAND OR RIM JOIST Lu (1)CS-20&(1)MSTC48B3 OR EQUIV.FOR 4,660# MIN.OVERLAP 9114' BRACED WALL LINE wLU > ATTACH 1st STORY TO FOUNDATION WITH: CONTINUOUSLY SHEATHED 9 a FRONT VIEW(FROM OUTSIDE) WITH WOOD STRUCTURAL PANELS SECTION m (1)STHD14RJ OR EQUIV.FOR 3,334# DRAWING: i METHOD CS-PF CONSTRUCTION SHEAR WALL DETAILS 1 NTS SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A ^ LICENSED PROFESSIONAL ENGINEER,TO ALTER 3v THIS ITEM IN ANY WAY ENGINEERING# i 1. ALL ELECTRICAL CTRICAL.WIRINGANDDEVICESINSTALLEDBY ELECTRICAL SYMBOLS LEGEND Electrical Load Calculation 223048 MANUFACTURER SHALL BE DETERMINED NECESSARY AND PLACED IN ACCORDANCE WITH THE APPLICABLE VERSION OF THE NATIONAL $ SINGLE POLE SWITCH JUNCTION BOX ® VSURFACE-MOUNT LED- F WHOLE-HOUSE FAN Date: 9/22/2023 Signature Building Systems DRAWN BY: CHECKED BY: ELECTRICAL CODE.ACTUAL LOCATIONS OF ELECTRICAL DEVICES IN LISTED FOR CLOSET USE RAS XX THE MODULES MAY VARY FROM THOSE DEPICTED ON THESE PLANS, $3 THREE WAY SWITCH ® TV JACK RECESSED CLG LIGHT Q EXHAUST FAN BUT IN ALL CASES SHALL CONFORM TO THE APPLICABLE VERSION OF Project Name/Number. 223048 DATE: THE NATIONAL ELECTRICAL CODE. $4 FOUR WAY SWITCH COIS PHONEIDATA JACK QQ RECESSED EYE BALL LIGHT ® RANGE HOOD 516 23 2. WALL SWITCHES TO BE 48',RECEPTACLES TO BE 14',AND FURNACE SAFETY SWITCH COUNTERTOP RECEPTACLES TO BE 48'(38-VANITY)TO THE BOTTOM r$� (DISCONNECT)AT 60'AF.F. WP WEATHER PROOF WALL SCONCE O CENTRAL VAC PORT Air Conditioning 10000 SALESMAN: OF THE BOX FROM THE FINISHED FLOOR HEIGHTS ARE GROUND FAULT MATT ROZELLE ( ® THERMOSTAT GFI CIRCUIT INTERRUPTER ® UNDER CABINET LIGHT GD GARBAGE DISPOSAL APPROXIMATE). DOOR CHIME BUTTON AFCI ARC FAULT CIRCUIT o FLuoRESCENTWALLLIGHT ® MAIN ELECTRIC PANEL Central Electric Space Heating ( 0 x.65) 0 MODEL; 3. ANY WALL 2'-0°IN LENGTH OR GREATER WILL HAVE A RECEPTACLE INTERRUPTER (HABITABLE SPACE ONLY) [ DUPLEX RECEPTACLE MR MOISTURE-RESISTANT; ® 2�FLUORESCENT LIGHT [a SUB-PANEL Less Than Four Separately Controlled TWO STORY 4. KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN SUCH APPROVED FOR WETLOCATIO Electric Space Heating Units m LL A WAY SO THAT NO SPACE OF COUNTERTOP MEASURED ALONG THE QUAD RCEPTACLE CEILING LIGHT ® 2x4 FLUORESCENT LIGHT P 9 ( D x.65)' D m I I I I I WALL WILL EXCEED 2'-0',(4'-0'BETWEEN 2 RECEPS.)AND NO COUNTERTOP SPACE GREATER THAN 12'WILL BE WITHOUT A 220 V RECEPTACLE FL FAN LIGHT COMBO � SMOKE I CO COMBO Four or More Separately Controlled RECEPTACLE.ALL RECEPTACLES WILL BE GFCI PROTECTED. Electric Space Heating Units ( 0 x.40)' 0 5. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE 1l2 SWITCHED RECEP EXTERIOR LIGHT ❑S ACIDC SMOKE DETECTOR WALL SHALL BE MORE THAN 6 FT FROM A RECEPTACLE. CO • .. 6. A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,WITHIN 10 F7 SWITCHED RECEPTACLE VANITY LIGHT CO DETECTOR❑ Use the larger of the air-conditioning or the 10000 watts(10 kVA)assumed for HVAC OF BEDROOMS,AND INTERCONNECTED WITH SMOKE DETECTOR. AIC RECEPTACLE SPOTLIGHT HD HEAT DETECTOR diversified demand ofthe heating load. system for service panel sizing only. (COMBINATION SMOKE AND CO DETECTOR MAY NOT BE USED IN THE FLOOR MOUNT DUPLEx o STATE OF MA) RECEPTACLE © PENDANT LIGHT P.E. PHOTO-ELECTRIC 7. SMOKE DETECTOR SHALL NOT BE LOCATED WITHIN 20 FEET OF Other Loads: w KITCHEN OR 3 FEET OF BATHROOM AND IF LOCATED CLOSER THAN 3 Watts or Circuit Wire FEET 0 HORIZONTALLY FROM KITCHEN OR BATHROOM DOOR WHEN General Lighting SgFt Volt-Amps Ampacity Size HALLWAY OR OTHER ROOM RESTRICTS DETECTOR MOUNTING 1st Story ( 1333 X 3) 3999 15 A 14 2 Z OPTIONS THAN THAT SMOKE DETECTOR SHALL BE PHOTOELECTRIC 200 AMP SERVICE PANEL TYPE. CIRCUIT BR BREAKER 2nd Story ( 1333 x 3) 3999 15 A 2 z EAKER O 8. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A DESCRIPTION SIZE WIRE WIRE SIZE DESCRIPTION CIRCUIT Small Appliance Circuits ( 3 x 1500 ) 4500 20 A 12-2 LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL INCLUDING IDENTIF. AMP IVOLT SIZE SIZE-AM-PI VOLT IDENTIF. o Range 8500 40 A 8 3 o BASEMENT OR CELLAR AND(IN MA FOR EACH 1200 SQ.FT OR PART 1 SMALL APPLUWCE(AFCQ 20A 110 12-2 12-2 20A 110 SMALLAPPLIANCE(AFCry 2 f OF)SHALL BE INSTALLED IN EACH BEDROOM,OUTSIDE EACH Dishwasher 1500 20 A 12-2 ¢w a 3 DINING ROOM(AFC0 20A 110 12-2 12-2 20A 110 REFRIG.(GFl Garbage Disposal IAFC0 q 0 20 A 12-2 F-rn SEPARATE BEDROOM IN THE IMMEDIATE VICINITY OF BEDROOM, z w NEAR THE BASE OF ALL STAIRS WHERE SUCH STAIRS LEAD TO 5 WASHER(GFI/AFCg 20A 110 12-2 12-2 20A 110 DISHWASHER(GFI/AFC0 6 Washer 1500 20 A 12-2 7 ANOTHER OCCUPIED FLOOR.THEY SHALL BE WIRED IN SUCH A WAY BATH GFI z0A 110 12-z 12.2 20A 110 MICROWAVE(GFl(AFCI) a Dryer 5000 30 A 10-3 THAT ACTIVATION OF ONE WILL ACTIVATE ALL,AND WITH NO 9 10 < I I I I I INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE 11 RANGE(GFI) 40A 220 W 10-3 30A 220 DRYER Refrigerator 1500 20 A 12-2 0 ti INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONESNONMETALLIC-SHEATHED CABLE SHALL BE TYPE NM-B. 12 Water Heater 5500 30 A 12-2 9. NONMETAL 13 12.2 20A 110 RANGEHOOD(GFIIAFCI) 14 INSTALLED MODULAR MANUFACTURER. 15 WATER HEATER"' 30A 220 10-2 14-2 15A 110 GENERALLIGHTING(AFCI) 16 Other o Nth sf N to 1� 10.CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABELED OR 17 GENERAL LIGHTING(AFCI) 15A 110 14.2 14.2 15AI 110 1 GENERAL LIGHTING(AFCI) 18 (2- LISTED BY A NATIONALLY RECOGNIZED TESTING LAB.THE 19 GENERAL LIGHTING(AFCI) 15A 110 14-2 14-2 15A 110 GARAGE(GFI/AFCI) 20 Subtotal: 35998 EQUIPMENT SHALL BE SUITABLE FOR LOCATION AND USE AND IN 21 GENERAL LIGHTING(AFCI) 15A t10 14-2 14-2 15A 110 GENERAL LIGHTING(AFCI) 22 COMPLIANCE WITH ITS LABEL AND LISTING. 23 GENERAL LIGHTING(AFCI) 15A 110 14.2 14-2 15A 110 GENERAL LIGHTING(AFCI) 24 First 10 KW of other loads @ 100% = 10000 11.ALL RECEPTACLES TO BE GROUNDED TYPE. 25 SPARE SPARE 26 W 12.STEEL PROTECTORS TO BEUI USED AT INTERIOR PARTITIONS,AND 27 SPARE SPARE 28 Remainder of other loads 40% 25998 X.40 = 10399 EXTERIOR WALLS AS REQUIRED. @ ( ) � 13.ALL HOLES THROUGH PLATES IN WALL MUST BE FIREBLOCKED. 29 SPARE SPARE 30 14.AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 31 SPARE SPARE 32 Heat or A/C from Above: 1000D ♦ • D 10'-0'OR MORE IN LENGTH. 33 SPARE SPARE 34 15.CIRCUITS 7','6' ARE DEDICATED FOR CRAWL SPACE OR 35 SPARE Total Calculated Load: = 30399 BASEMENT WIRINGG OR CA OR EQUIPMENT INSTALLATION,AND ARE SPARE 36 INSTALLED BY BUILDER ON SITE(GFCI PROTECTED). 37 SPARE SPARE 38 16.ALL GFI RECEPTACLES SHALL BE LOCATED IN A READILYACCESSIBLE 39 SPARE SPARE 40 LOCATION Required Service Size: 30399 = 240 = 126.7 Amps 17.RANGE HOODS TO BE VENTED TO THE EXTERIOR.IF KITCHEN IS ®_ PROVIDED WITH4%OF FLOOR AREA WITH NATURAL VENTILATION, Additional Sub-panel Size= 0 Amps Installed Panel Size = 200 Amps P NON-VENTED RANGE HOODS MAY BE USED. Max panel amps @ 80% = 160 Amps r_ 18.ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL s Total Service Provided = Z00 Am MUST HAVE CIRCUITS WIRED INTO PANEL ON SITE. ADDITIONAL NOTES: P 19.LOCATION OF ELECTRICAL PANEL IN CRAWL SPACE MODELS IS TO COMPLY WITH ARTICLE 312 of THE NATIONAL ELECTRICAL CODE. 1. DWELLING SHALL HAVE A WHOLE-HOUSE MECHANICAL VENTILATION 20.ALL OUTLETS SHALL BE ARC FAULT PROTECTED,INCLUDING SMOKE SYSTEM INSTALLED ON-SITE BY BUILDER.THE WHOLE-HOUSE FAN SHALL DETECTOR. BE WIRED FOR CONTINUOUS OPERATION AND IS REQUIRED BY CODE. 21.ALL RECEPTACLES REQUIRED BY SECTION 210.52 SHALL BE TAMPER PROOF. THE AIRFLOW RATE FOR THESE DWELLINGS ARE BASED ON TABLE M i- zz.ceawG LUMINAIRe Boxes SHALL BE RATED FOR MIN.50 LB. 1505.4.3(1)OF THE 2020 RCNYS AND IS AS FOLLOWS: LU W_ CEILING BOXES IN HABITABLE ROOMS THAT MAY BE USED FOR DWELLING AREA= 2,666 SQ FT, 4 BEDROOM. w PADDLE FANS SHALL BE LISTED AND RATED FOR 70 LB. G�RFrD:A 9 - 23.BALCONIES,DECKS OR PORCHES WITH USABLE AREA OF SHALL BE AIRFLOW REQUIRED= 75 CFM. RY C` 0 J Oz fn�z0 PROVIDED WITH A RECEPTACLE LOCATED NO MORE THAN 6'-V 2. BUILDER TO SUPPLY AND INSTALL(1)THERMOSTAT CAPABLE OF ,L �fily1" >z ? o J ABoveAREAsuRFACE. SUPPLYING OF AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE o a o 24.ALL FOYERS NOT PART OF A HALLWAY 10'-0'OR GREATER IN LENGTH, a �., a =z z AND HAVING AN AREA GREATER THAN 60 SgFt SHALL HAVE SET POINT OF THE LARGEST ZONE. I ' ¢z I ��W RECEPTACLES LOCATED IN EACH WALL SPACE 3 R.OR MORE IN 3. 90%OF THE LIGHTING FIXTURES SHALL HAVE HIGH EFFICACY LAMPS. *. c i-r Q WIDTH AND UNBROKEN BY DOORWAYS,FLOOR TO CEILING WINDOWS W LL AND SIMILAR OPENINGS p >m 25.WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BY MINIMUM PROVIDED LOCAL EXHAUST RATES ��` <j� ;'' o a GROUNDED GENERAL PURPOSE BRANCH CIRCUIT,THE GROUNDED «� 0 3 S °� Q CIRCUIT CONDUCTOR SHALL BE PROVIDED AT THE SWITCH AREA RATE LocanES. KITCHEN 100cfm INTERMITTENT Dr 25 cfm CONTINUOUS. Qfi. DRAWING: 26,GARAGES SHALL BE PROVIDED WITH GFI PROTECTED RECEPTACLES, - INCLUDING ONES PROVIDED FOR DOOR OPENER. BATHROOM I 50cfm INTERMITTENT or 20 cfm CONTINUOUS. ELECTRICAL NOTES 27.ALL RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL TOILET ROOM ENVELOPE SHALL BE SEALED WITH A GASKET OR CAULK TO LIMIT AIR LEAKAGE,AND SHALL BEIGRATED. SCALE: 28.OUTDOOR SERVICE DISCONNECT&OVERLOAD PROTECTION SHALL BE PROVIDED ON-SITE BY OTHERS. NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# r 223048 17 17 UNDER CAB LTS WIRE ALL RECEPTS FOR ONS ITE _______________ UNDER CAB POWER STRIP DRAWN BY: CHECKED BY: 1 XX 7 Wp 17 Wp 17 16 WIRE FOR ON SITE WINE FRIDGE RAS WP 17 DATE: GFI DIM. DIM. DIM. 516-23 I 1 � D o I SALESMAN: 3 L 1 G 16 - J 1 2 FI — — 16 MATT ROZELLE I III II DW 16 1 2 I MODEL: 3 I I I I 1 6"VENT FOR R ------J I n R ____J ON SITE HOOD j TWO STORY Y r� I I II1/11 I m��� I I I I I 117 I 117 1 16 1 1 I 1 16 KITCHEN ❑ 16� 16 I �n o LL I I I I I 11 IL---®-------JIB----T16 91OF I I I I i I I 11 1 1 T 0 PANTRY I 4RH I I 2"CONDUIT /P i ❑ o I TO 2ND FL WP I I 1 1 6 BELOW I I 2 I IGF 3 < I FAMILY ROOM, 1 DININ� ROOM I I CTOP 16 16 8 1 I 1 - I� v� 17 n I ( I ----- `c m J --- -IJ MW1041 , GFI X r 2 PANE BOX J w ¢ 1 17 WIRE&BOX FOR 117 I 16 I 1 -- w I I 16 16 0 0 ON SIT CEILING I I I 9'31/2" , - FANILIGHT I I 1 1 4 1 11 O 21 i 1 1 I c o --- I I I 1 HD z I GF L I-+------ L---- I 1 1 1 - I I ❑ S 20 ai o 1 1 1 I i i 1 16 16 20 g N �7 I �17 I 1 �16 I ® -----------� ¢r"n 3 R ---------- ----- R 21 I L R I r---- L Mm¢ 1 S 1 I i 1 21 1 GFI co� I I I I I L-------- ® 1 I i------------J as i MODULAR GARAGE ^N Din-1 I r--------- 1 1 -- ---------PE , 120 3 g "jA -----� I 1 I 11 16 L---�- I CLG 1 1 1 DIM. I MOUNT o -_ _ d1Nen•S n to 1 — — t- — — — — — — -LI ------ -�-i- ---J W " _ __ _ ——— }—————————————— _ i a DIM. L———— L ��_-- I I r R 18 1 -R��i S L---- _____________ cn lip--- [10112 Q I I I I I W 18 Q18 I T 18 ❑ I 19 _ 19+0 -- I 119 GFI I i I 1 1 21 1 - I F-� 1 20 1 1 I 1 I -V ram, GFI I I I I 18 OPEN TO ABOVE CFI 19 i I 1 I 1 18 — — 18 I 21 1 I I I o ®MR 41VING ROOM r1 L_! 1 BEDRO #1 1 1 I 1s M DIM. I 1g J --j la am I I I I I WIRE&BOX FOR � I ON SITE CEILING I i 19 ° 1 7 I I I 20LL FANILIGHT i BATH#1 I I I~ j L R 19 1 I 1 1 I 1 g 18 N I I J L-_- 1 I WP GFI 1 VENT BATH I J WIRE I BATH#4 /p20 J /p 20 I 118 18 I Z _ - FAN UP I TO LIVING ROOM CAN LIGHTS J ONLY I 20 R -------- R �o I 18 I r----------- LL ----------------- I 18 I to o co ❑F -� I z� J L F a 19 I I LIVING ROOM FANILIGHT 1 1F---------- IN 19 I w w� 18 ° LL7 DIM. I li 19 Jo i aN� �o � o �> _ 1 J O: U)t.')Z O ------------------- >¢ �.ffY GFI I o a a /P --------- IP Ccn 9 ¢ ` HVAC SYSTEM DESIGNED,SUPPLIED& Aid AR m INSTALLED ON-SITE BY BUILDER,AND SHALL BE g�EY C,y� o INSPECTED AND APPROVED BY LOCAL A.H.J. Q 4 �s�� DRAWING: FRONT * ,ST FLOOR ELECTRICAL PLAN 9'-0"CLG HT Nr` q , �� . SCALE: 9r _�?2a3� y0. NTS 8'-0"WINDOW HDR HT U.N.O. FOF N WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 4a LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANYWAY ENGINEERING# 223048 DRAWN BY: CHECKED BY: RAS XX DATE: Lo 5-16-23 SALESMAN: 21 Q 21 I 23 23 22 MATT ROZELLE O (�R) F O O 22 22 MODEL: 21 21-------------- `—J FV0511VKS2 R — j TWO STORY ————————————— R 21 R ° 22 m� � I I I I I 1 I DIM. 2X6 22 ¢ I22 I BEDROOM#4 1 DIM DIM. 1 1 _ ------ op I 1 I WIRE&BOX FOR 1 1 1 23 1 1 BEDROOM#3 I 2"CONDUIr I ON SITE CEILING I (� I FANLIGHT I I I Y 23 R r————- 22 TO ATTIC o CAT6 I ° 1 L_------J 1 I 1 WIRE&BOX FOR 1 o—_________,..{�.-______ � 21 21(R) 121 21 \ / ! I BATH#3 I I I ON SITE FAN/LIGHTNG I w 21 A.B. 66" Y \ / I I I o 21 21 IDM� I \\23// 1 r-------' I I I 22 0 I 1 I I I Z� 0 o o —i—J ONLY I 04 1 21 22 0_ LL / --- - - - - --- 22 R I r WP `-" o WIRE / \ I T I f 22 I GF122 a co 0, L-7 ONLY \\ I IL �I pl — Irl rr------- --I----- a 22 � om IB2 _ '1 -- ' ° ° 22 I I 1 ��m�a�IR DIM. I -------_ 23 1 I <��� I l t l l \ I I I I 23 ——--�JI TO ATTIC LIGHT ———— l I I o d, L 11 R VLur111 - I (R�23----_j S L----23 R 23 L 22 I GARAGE \I DIM. DIM. DIM. I 7 —— 1 — ———— I T N �^J I ROOFTOP DECK 0 LL �� =J---- 2X6 I _ M � W I � � 24 A.B.@2 6" ---- I IM. ILL u-I I I 22 V� 6CI'AT� R 1 21 24 R ----- - F eae ` I 24 1 24 1 'L4 'I 24 24 24 I I 1 24 I Q 1 � I 1 1 I I tZ BEDROOM#1 I I OPEN TO BELOW I I 24 Jo---J I ! I 24 Jo---------- I I I WIRE&BOX FOR I x I WIRE&BOX FOR TO 1 St FLR SWITCH I ON SITE CEILING I "' I ON SITE CEILING I FAN/LIGHT I I FANILIGHT 1 1 I I I = y-------------------- ! I I 24 1 I o 1 I z 24 24 Lu W 4 24 R R 24 ®24 Fo R ----------------- R ------ R j :`- O QZ 24 BATH FAN FROM BELOW > w z =oao 24 24 04 J: l ¢0 Etc `Lu i I I h W NOTE: m r VENT FANS THRU ROOF c�3243�•1.�0��� DRAWING: ''"OF Niv N 2ND FLOOR ELECTRICAL PLAN FRONT - SALE: 8'-0" CLG HT NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 4 b LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# OVERALL LENGTH OF HOUSE PER INDIVIDUAL FLOOR PLAN - -------------- ____________________________________________________ SIMPSO SIMPSON HDU* 223048 ------ STHD14RJ' D W ATTACH TO STUDS DRAWN BY: CHECKED BY: 1 I (38)16d SINKER NAILS SIMPSON CN 1I EI I II o W/SDS 114"x2-1/2° w8 COUPLER NUT' xx -------------------------- _ _W_A_L_H_C_K_E_S_O_I_°__________ SCREWS-(SEE CHART 1ST STUD 24"FROM CORNER FOR LOCATION OF STAIRS MLTINSFOFLO__P______ESI _N_DWIT__ IM_ ) FOR QUANTITY) DATE. T� BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. I I SEE APPLICABLE FLOOR PLAN 2'-0" I I IF WALL EXCEEDS 10",BASEMENT STAIRS MAY BE AFFECTED. THREADED ROD' TACK SHEATHING 5-16-23 I I I EMBEDDED IN SALESMAN: w I 1 I I OT M CONCRETE(SEE MATT ROZELLE UNLESS OTHERWISE SPECIFIED ADDITIONAL SUPPORT COLUMNS I I ;: CHART FOR SIZE) ' o I I ACCESS TO CRAWL SPACE BY BUILDER ARE REQUIRED UNDER CLEAR SPANS I I NI MODEL: IN COMPLIANCE WITH ALL STATE AND LOCAL CODES I i THREADED ROD FASTENER CHART NO WIRES I LL 1 I IN CEILING GIRDER IN EXCESS OF 5'-0" O 1 I 30'MIN. ' -;,, p ,�, ONE#4REM CST MODEL SDS a X THISAREA TWO STORY I I IN SHEAR CONE MODEL ROD DIA. "QTY I I SMOKE DETECTOR IN I I REeARLENCTH '�". HDuz 5re• a HDU2 SITE INSTALLE m I I I I I I I ACIDC BASEMENT BY BUILDER 1 I �.,r 12,MIN. HDU4 518° °' HDU4 g I I ® ( RESAR / HOLD DOWN I I \ / HDUS 518° HDU5 I I 30'x30"x12"CONCRETE FOOTIN SEE COLUMN SPACING DRAWING 2a I I m��m w" �aTM HDU8 7/8' HDUB 72'MIM HDU11 1° - HDUi1 I I INTERMEDIATE SUPPORT END SUPPORT I I FROM HDU14 1° HDU14 o (')=SUPPLIED&INSTALLED ON SITE BY BUILDER PER (')=SUPPLIED&INSTALLED N SITE BY BUILDER PER I I MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE I I I I SHEET 2a FOR LOCATIONS. SHEET 2a FOR SIZE&LOCATIONS. z 5 CONNECTION DETAIL-1 CONNECTION DETAIL-2 CORNER COLUMN DETAIL Ln Z I I I I SIMPSON HDU HOLD DOWN TO FOUNDATION Eu I I 1 I SIMPSON STHDRJ14 HOLD DOWN TO FOUNDATION SIMPSON HDU HOLD DOWN TO FOUNDATION w I I CENTER BEAM WITHIN FLOOR 3112°MIN.DIA.STANDARD STEEL I I o m SYSTEM(SEE CROSS SECTION) PIPE COLUMN STANDARD FOR ALL ul In MODELS WITH FULL BASEMENTS I 1 0 I I FLOOR DECKING FLOOR DECKING w I I 16"x16°x8"BLOCK PIER 1 1 METAL JOIST HANGER z METAL JOIST HANGER 0 o I I STANDARD FOR ALL MODELS I I 518"DIA ANCHOR BOLT IMBEDDED OR 2X2 LEDGER o = o WITH CRAWL SPACE(TYPE 1 I IN CONCRETE MIN.7" 15'IN MASONR `) o I I M"OR"S'MORTAR I I ( FLOOR JOIST FLOOR JOIST o I I ) I I @ 6'-0"O.C.MAX.12°FROM CORNER(') a a o I I ANCHOR BOLTS TO START V-0"FROM EACH END OF 1 I Ix 3112°x7"xl/4 STEEL PLATE a I I FOUNDATION AND SPACED PER TABLE R404.1(2 AND SHALL WELDED TO COLUMN I I BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS I I 2x8 DBL SILL PLATE z w 3 I CONCRETE PARGING COVER I I I I I o 2 x_CONTINUOUS SILL PLATE FASTENED I 1 WITH BITUMINOUS COATING FOUNDATION STRAP TO FOUNDATION WALL WITH 112°DIAMETER BOLT SPACED PER TABLE R404.1(2) I I 518"xl8'ANCHOR BOLTS N N 1 1 12-FROM CORNER.BOLTS MUST EXTEND A MIN.15"INTO MASONRY, I 1 (4)3/8°x4"LONG LAG BOLTS a III I I I OR 7"INTO CONCRETE I I FOUNDATION WALL BY BUILDER. r IL--- ----------------------------------------------------------------J I 1 I 31/2°IN DIA.STANDARD z I STEEL PIPE COLUMN 16"x16"BLOCK PIER '----------------------------- —� r------------------J r PERFORATEDDRAINTILE (TYPE---------------- 61 (T ) :. .•••••..........................:••• w I I OPT.BAY/BUMPOUT OPTIONAL CANTILEVER °d> L---------------- OPTIONAL CANTILEVER + ". o•;' 30'X30°xl0°CONCRETE 30"x30"xl0"CONCRETE :. FOOTING(STANDARD) FOOTING(STANDARD) SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS I 94 RE-BAR CONTINUOUS 32"x32"xl2"CONCRETE 32"x32"x12'CONCRETE W �- -------------------- J FOOTING IN MA. FOOTING IN MA. VARIES PER INDIVIDUAL FLOOR PLAN FOUNDATION WALL DETAIL BASEMENT COLUMN DETAIL CRAWL SPACE PIER DETAIL D Q FOUNDATION NOTES: 1.ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE BUILDERICONTRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL g CODES. 2.BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS EXCAVATION AND BACK FILL PILASTER,ETC..MUST COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS STATEILOCAL CODES,LAWS,RULES AND REGULATIONS INCLUDING FMHA4241 EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL FINANCING. 3.INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REQUIRED TO BE THE RESPONSIBILITY OF THE ON-SITE BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. — 4.WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE im I 5.IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY OR BE REQUIRED.CHECK LOCAL REQUIREMENTS. 6.THE SILLS OF ALL DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING SHALL BE RAISED NOT LESS THAN 4'ABOVE THE GARAGE FLOOR. 7.ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E.OR R.A.FAMILIAR WITH LOCAL SOIL CONDITIONS. 8.CRAWL SPACE FOUNDATIONS REQUIRE A MIN.OF A 1B"x 24"ACCESS OPENING FOR VENTILATION 113 OF 1%OF THE FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH SCREEN OR LOUVERS.MIN.CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18'. 9.FIRE SEPARATION WALLS SHALL BE CONTINUOUS TO BASEMENT FLOOR(SUPPLIED ON-SITE BY BUILDER) 10.PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12'O.C. W 11.MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDERIOWNER EXCEEDS MAX.SPANS SHOWN ON BASEMENT COLUMN SPACING TABLE. F- 12.LOCATION OF WASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED PER STATE AND LOCAL CODES(OWNERIBUILDER RESPONSIBILITY). L11 WE 13.ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST. m s 14.SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION.IF 314"FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH p S AND WIDTH BY 1 1I2°TO MAINTAIN PROPER OVERHANG.THIS APPLIES TO ALL MODELS. J o z co z o 15.FOUNDATION PLAN TO BE SUPPLIED WITH EACH HOUSE >Woo W' Y 16.FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE W o 17.CRAWL SPACE SHALL BE PROVIDED WITH A MINIMUM 18°X 24"ACCESS(BY BUILDER ON SITE). ¢i 18 MANUFACTURED UNITS COVERED WITH THIS BUILDING SYSTEM ARE DESIGNED FOR INSTALLATION ON SITE BUILT PERMANENT FOUNDATIONS,AND ARE NOT DESIGNED TO BE MOVED OR RELOCATED ONCE INSTALLED. Lu 19.FOUNDATION TO BE DESIGNED AND BUILT TO COMPLY WITH A NATIONALLY RECOGNIZED MODEL BUILDING CODE ORAN EQUIVALENT TO BUILDING CODES FOR SITE BUILT HOUSING OR WITH MINIMUM ] PROPERTY STANDARDS ADAPTED BY THE SECRETARY PERSUANT TO TITLE II OF NATIONAL HOUSING ACT. 20.TO THE MANUFACTURERS KNOWLEDGE THESE UNITS ARE NOTTO BE USED FOR OTHER THAN ON PERMANENT SITE BUILT FOUNDATIONS. a 21.RECOMMENDED FOUNDATION ASSUMES A SOIL BEARING PRESSURE OF 2000 PSF. 22.FOOTINGS TO BEAR ON UNDISTURBED SOIL AND BE BELOW FROST LINE. mIml 23.CONCRETE USED IN CONSTRUCTION OF FOUNDATION TO HAVE A MIN.STRENGTH OF 2500 PSI. DRAWING: 24.THE FOUNDATION INSULATION SHALL HAVE A RIGID,OPAQUE AND WEATHER-RESISTANT PROTECTIVE COVERING EXTENDED A MIN.OF 6 INCHES BELOW GRADE/(MARYLAND ONLY) FOUNDATION NOTES SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANYWAY ENGINEERING# 53'-6" 223048 DRAWN BY: CHECKED BY: ------------------ - 9 RAS XX X ATE. 1469 PLF 5-16-23 g N j :-- -- ------ --------------------------------------- SALESMAN: CONCRETE FOOTING N MATT ROZELLE CV j I W) FOUNDATION WALL MODEL: " as TWO STORY 2'-0 i rn 2'-101/2' V-0 3/,V m I I I I I ------ 3'-10 3/4" 2 3/4" X X 533 PLF i I I 10" iTYP. p I i Z� ' O 2204 PLF 868 PLF 2204 PLFLU H N a 5'-31/2" 6'-0" 6'-0" 4'6" 4'-6 9116" -6" 5'-4" 5'-4" 1 I gym¢ I ��� IIIII 9.5K I OINI Lo ; I 9.5K COINI Lo I j 6K 6K w III I H N N _ ^tc -- O----� l 1 Q� c-re-N�Bo 1 1 I I I I I I I I I I I j^. - O --------- --------- -------- --------- --- r --- -------- i UNEXCAVATED GARAGE I t/J�Nt7alntOf- CV ` ICI 11 I W I r INSULATED WALLS I' AND DOOR ON SITE ao SHEAR JOIST ABOVE:��, I BY BUILDER (3)1.5"x9.25"LVL, ti` -4, I I BLOCK AT 48"oc FOR 2-BAYS. ATTACH EACH END TO c�A FOUNDATION FOR 3,2651bs. -4`I --- a Up q SILL PLATE 533 PLF --- I ------------- -- --- ----._... ------ 1 ( 1'-10 3/4" 8'-3" V-101/4"10 N 6� EI L2314°- -- --- ---._ - ��\�N I x'I ANCHOR BOLT y i`f l 1469 PLF N N1 _.___ ______. LU____ __.____•_.__________ ___._•______' co 72"TYP. 12" O a z M_} W zo v,�z0 _ _ _ _ ]I-� �m�Y z a =3 r W— C3 NOTE: Note: �F = w� HOLD-DOWN SCHEDULE a Z� Vu! SEE FOUNDATION DETAIL SHEET 5 I "Foundation walls, piers, grade beams and all other g�o a_0 SYMBOL HOLD-DOWN . ' . . • . . . LU I > foundation elements shall be designed by a registered ATTACH Ist UD14ORYTO FOUNDATION WITH: SYMBOLS: professional having knowledge of the local soil conditions. (4)HUD14 OR EQUIV.FOR 12,901# ATTACH 1st STORY TO FOUNDATION WITH: I n =HOLD DOWN DEVICE.BUILDER TO PROVIDE HOLD I I In addition to all code requirements, foundation design L^_C' DRAWING: (1)STHD14RJOREQUIV.FOR3,334# DOWN TO THE FOUNDATION FOR THE LOADS LISTED. i shall incorporate all point loads, hold-down devices equal i ??K =POINT LOAD.POINT LOADS ARE FROM 1stSTORY I _ to the hold-down capacity as indicated at all hold-down FOUNDATION PLAN CEILING OR ABOVE AND MUST BE CONSIDERED IN I I locations uplift loads, lateral loads, and gravity loads SCALE: ADDITION TO UNIFORM PLF LOADS.POINT LOADS AT MARRIAGE LINES ARE TOTAL,NOT PER HALF. Induced by the modular structure" PITS L . — — . — . — . — . _ . _ , _ . _ . _ , _ , _ J WARNING:IT IS A VIOLATION OF THE NYS SHEET: MATEWALL PLF LOADS ARE TOTAL(NOT PER HALF). EDUCATION LAW ARTICLE 145 FOR ANY PERSON, — • — • — • — . — • — • — • . • — • UNLESS HE IS ACTING UNDER THE DIRECTION OF A 5a LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# 223048 DRAWN BY: CHECKED BY: RAS xx DATE 5-16.23 SALESMAN: MATT ROZELLE MODEL: TWO STORY m��� lllll z 0 0 FACTORY CONNECTION: Z LAPPED SHEATHING& v� FASTEN TO TRUSS o RAILS AND WALL TOP "' o PLATES W/(2)ROWS OFLu 0.131x2.5"NAILS m @ 4"o.c.INTO EACH. z I 1 I I I �N�� IIIII FACTORY CONNECTION: 0.25 12 0 TOE-NAIL RAFTER TO TOP PLATE w/(2)0.13lx3" NAILS EA.TRUSS l B 1/2'(min.)GYPSUM BOARD L B DBL 2x6 SPF#2 w O TOP PLATES L D b w 0 SHIP LOOSE WALLS SITE CONNECTION: �-!�� FASTEN FLOOR BANDS TO SILL MODULAR GARAGE (2x6 SPF#2 @ 16"o.c.) Z ia PLATE W/LAPPED SHEATHING& a (1)ROW OF 0.13lx2.5"NAILS 1/2" min. GYPSUM BOARD to 53 @ 14"D.C.INTO EACH. ( ) WA L SH A T RATED WALL SHEATHING � I 1&-0" 2x6 SPF#2 BOTTOM PLATES f GARAGE SLAB I—M SILL PLATE&BELOW l w V2 W _� SITE CONNECTION: INFIELD BY OTHERS <... GRAVEL BED FASTEN FLOOR BANDS TO &PER DESIGN BY o Z �_ Z SILL w/0.131x3"TOE-NAILS PROFESSIONAL R.A. 2x6 P.T.SILL PLATE w/SEALER w O z cA�Z o OR P.E. Lu�o Or'm�Y @ 5"o.c. FiED.Aq Lu za >> 08 FOUNDATION WALL BY BUILDER. p R't �+ =0 LL 5/6"DIA.ANCHOR PLANS ENGINEERED FOR �� �, RYi y�j. z OBOLT EMBEDDED d 10"THICKNESS. QN c� uj m I d ��. .03243t'1 aO� DRAWING: QF N SECTION _ SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 6 b LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# MODULE, MODULE —— r—— FASTEN MODULES TOGETHER 223048 I I WITH 1/2"BOLT w/NUT& I I WASHER AT 48"D.C.,*or* DRAWN BY: CHECKED BY: 3/8'x 6'LAG SCREWS @ 32"o.c., RAS XX FOR LENGTH OF MODULE. DATE: NOTE:SHIM 5.16-23 ANY GAPS IN CLG LINE SALESMAN:I MATE LINE AT ALL NY NOTE: SHIM AT RIDGE AS REQUIRED BOLT/LAG LOCATIONS. 1.ADHESIVE ONLY GYPSUM ATTACHMENT SHALL NOT BE USED FOR MATT ROZELLE Y FIRE RATED WALLS,ASSEMBLIES,OR DETAILS.MECHANICAL 2x4 SPF#2 RIDGE MODEL: FASTENING M TO BE USED WITH ADHESIVE. TWO STORY 2x4 SPF#2 FLIP RAFTER @ 16"o/c 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF m I I I I I UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO MODULE MODULE COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 FASTEN MODULES TOGETHER I I WITH 1/2"BOLT w/NUT& r 1 COLLAR TIE:2x6 SPF#2,EA RAFTER 2°24116 APA RATED OSB ROOF SHEATHING(MIN.). WASHER AT 48"D.C.,*or* 3/8"x 6"LAG SCREWS @ 32"D.C., NON HABITABLE SPACE 2x6 SPF#2 RAFTER @ 16°o/c o FOR LENGTH OF MODULE. N 1st FLR LINE ZD I l'-1 1/2" � ICE SHIELD 36"WIDE NOTE:SHIM ANY GAPS INKNEEWALL:2x4 0 MATE LINE AT ALL 6'-6" 4'-6" SPF#2 @ 16'o.c. 1°AIR SPACE AT EACH RAFTER o BOLT/LAG LOCATIONS. APPROVED 200 SPF#2 @ 16'o.c. Q ORAFTSTOPPING z� M 1 MATERIAL'•• g 2x6 SUBFACIA U i w it R-38 HD KRAFT BACKED INSULATION PER THERMAL REQUIREMENTS 3"x 1/2' 1/2°GYPSUM BOARD 3'x 112° rn m SITE CONNECTION: BEARING STRIP BEARING STRIP I I I I I FASTEN FLOOR BANDS TO DOUBLE 2x4 SPF#2TOP PLATES DBL 2x6 SF. f"N CEILING BANDS w/LAPPED TOP PLATES o l l I I I SHEATHING& (2)ROWS OF 0.131x2.5°NAILS o 2x4 SPF#2 STUDS@ 16'O/C o @ 9"o.c.INTO EACH. �, N 1l2"GYPSUM BOARD m (2)2xl0 SPF#2 23132"24116 APA RATED 2x10 SPF#2 JOISTS @ 16"OIC W 2x10 SPF#2 JOISTS @ 12"O/C T&G FLOOR SHEATHING 3"RIGID FOAM INSULATION S2 M2 SITE CONNECTION: (R-VALUE=R-20) -_ FASTEN FLOOR BANDS TO (2)2x10 SPF#2 PERIMETER BANDS CEILING BANDS w/0.131x3" (2)2x12 SPF#2 PERIMETER BANDS TOE-NAILS@ 5"o.c. _ � BOLT w/NUT 1/2' g 2x6 SPF#2 CEILING JOISTS &WASHER @ 48°O/C 112"GYPSUM BOARD _ @ 16°OIC S2 (2)2xl2 SPF#2 DOUBLE 2x4 SPF#2 DBL 2x6 SPF#2 R-21 KRAFT BACKED INSULATION z TOP PLATES TOP PLATES PER THERMAL REQUIREMENTS ! SITE CONNECTION: 7/16"24/16 APA RATED FASTEN FLOOR BANDS TO SILL 1/2"GYPSUM BOARD WALL SHEATHING PLATE w/LAPPED SHEATHING& 2x4 SPF#2 STUDS 2x6 SPF#2 STUDS (1)ROW OF 0.13lx2.5"NAILS @ 16"O/C @ 16"OIC @ 4"o.c.INTO EACH. INFILTRATION BARRIERASTM 1l2°GYPSUM BOARD TO COMPLY WITH ASTM D226 APPROVED DRAFT- 2x4 SPF#2 STOPPING MATERIAL"' SIDING M 2x10 SPF#2 JOISTS @ 1?OIC BOTTOM PLATES 2x10 SPF#2 JOISTS @ 16"OIC LLI _Q 23/32°24116 APA RATED 2x6 SPF#2 C a � S1 F_ BRIDGING 1/2"BOLT w/NUT T&G FLOOR SHEATHING BOTTOM PLATES aF�A9 a- z z ^ 8 WASHER @ 48"OIC �� �, o SITE CONNECTION: \y �pARY� y�J► Oz >�o W.o Y _J _-_. (2)2x10 SPF#2 PERIMETER BANDS J lL� WD z a- o 0 FASTEN FLOOR BANDS TO rSILL PLATE&BELOW �/ Q .�� a Haw It SILL w/0.13lx3"TOE-NAILS IN FIELD BY BUILDER R-19 KRAFT BACKED INSULATION M1 Q z �� &PER DESIGN BY 3V2"xTx1l4" * t w Jo QN� @ 5"D.C. PROFESSIONAL R.A. 2x8 P.T.SILL PLATE W/SEALER PER THERMAL REQUIREMENTS 2 STEEL PLATE 518"DIA.ANCHOR '� UNLESS NOTED OTHERWISE ;OR P.E. (SUPPLIED&INSTALLED ON SITE BY BLDR.) BOLT EMBEDDED >m ON SHEET 3a 1 112" N: .7 Lu j 151-9" 13'-9" ��. � � �. 9 a S1 29'-71/2' 9� °3?431 NOTE:FOR FOUNDATION DRAWING: NOTES: &FOOTING SEE SHEET 2a 3-1/2"STEEL COLUMN 1. ITEMS NOTED WITH(•)SHALL BE PROVIDED BY MANUFACTURER AND (SEE FOUNDATION DRAWING FOUNDATION WALL BY BUILDER. SECTION INSTALLED BY BUILDER ON SITE,ITEMS NOTED(•'•)SHALL BE PROVIDED BY FOR SPACING) PLANS ENGINEERED FOR MANUFACTURER AND INSTALLED BY SET CREW ON SITE,AND BOTH SHALL BE 4'CONCRETE SLAB ON 10'THICKNESS. SCALE: INSPECTED BY LOCAL BUILDING OFFICIAL. 6 MIL.VAPOR BARRIER 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE 30"x30'x10 FOOTING NTS 4"GRAVEL BED WARNING:IT IS A VIOLATION OF THE NYS SHEET: AND FOUNDATION WALL IS INSULATED PER APPLICABLE ENERGY CODE - _ , (RESCHECK) O a �.;T,a, u..r.i " :_T,7 7 xi,a T, x: r.. ,x 7 :a.,i:-� s x.�. n .. 1 is,. " " LAW ACTING UNDER THE DIRECTION T N OF A O EDUCATION UNLESS HE IS ACT LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY a ENGINEERING# • SITE CONNECTIONS: 223048 RIM TO EACH INTERSECTING RAFTER DRAWN BY: CHECKED BY: A w/(2)#8 x 3"SCREWS. RAS I xx FASTEN(2)1.5x9.25"LVL DORMER HDR TOP CHORD DATE: w/(2)SIMPSON HGA10 HANGER; 5-16-23 B B SITE CONNECTION SALESMAN: C C 12 13.25 MATT ROZELLE — 2x4 S ?XB FASTEN EA DORMER RAFTER MODEL - TO TO DORMER SIDEWALL w/ TWO STORY SIMPSON H2.5a; 7 FACTORY CONNECTION D FASTEN(2)1.5x9.25"LVL D DORMER HDR TO COLLAR TIE '(2)SIMPSON MMHC w/SIMPSON LU24 HANGER CONNECTOR,EA.TRUSS FASTEN DORMER SIDEWALL FASTEN DORMER GIRDER PLIES TOGETHER wl(3) PLATE TO DORMER GIRDER ' ROWS OF 0.1314-NAILS @ 12'o.c.STAGGERED; PLIES wl#8)T SCREWS @ V o.c.; FACTORY CONNECTION SITE CONNECTION F D D o F � o! 0 LL 3-PLY TRUSS EA.SIDE OF DORMER OPENING o enE DORMER CONNECTION DETAIL L SITE CONNECTIONS: FACTORY CONNECTION: 1. FASTEN RIDGE BOARD TO RIDGE BOARD wl(3)0.131"x3" FASTEN RAILS TO TOP m 4 FACE OR TOE-NAILS PER BAY. CHORD&FLIP RAFTER W/ it I I I I I (3)0.131"x3"END-NAILS. aj N-- I { I { I 2. INSTALL(1)1-1/4°x20ga STEEL STRAP ACROSS EVERY OTHER o�r� RAFTER,FASTENED w/(7)0.131'x 2.5°NAILS EACH END. z 2 o tn�crm<usmn 1 ITE CONNECTIONS: FASTEN RIM TO RIM w/(3) SITE CONNECTION: 0.131"x 3"FACE OR LAP SHEATHING TOE-NAILS PER BAY. W I ACROSS JOINT,FASTEN TO FLIP&TO RAFTER wl (3)0.131"x3°NAILS l� EACH SIDE. SITE CONNECTIONS: FACTORY CONNECTIONS: OR:INSTALL(1)1-1/4"x FASTEN EA.END OF COLLAR TIE TO TOP FASTEN RIDGE TO FLIP RAFTER 20ga STEEL STRAP CHORD wl(6)0.131"x 3"FACE-NAILS OR Q w/ 3 0.131"x3"END-NAILS. ACROSS EVERY OTHER ( ) RAFTER,FASTENED w/ (3)SDS25300 SCREWS, EACH RAFTER. O A 0.131"x3"NAILS EACH E O END. D �� SITE CONNECTION: FACTORY CONNECTION: 1.FASTEN RIM BANDS TOGETHER wl 1/2"CARRIAGE BOLT w/NUT& FASTEN OVERHANG RAIL FACTORY CONNECTION: WASHER @ 48"o/c. -OR-3/8"LAG SCREWS @ 32"o/c. TO OVERHANG BLOCK (SHIM AS REQUIRED.) WITH(2)#Bx3"SCREWS, RAIL TO BOTTOM CHORD F w/(4)0.13lx3"NAILS EA. Z EA.BLOCK. RAFTER. w e! 2.FASTEN BOTTOM CHORD TO BOTTOM CHORD ACROSS MATE QARY(� y/ CL OJ o? � z o LINE wl LAPPED SHEATHING AND(10)0.131x2.5"NAILS EA SIDE OF SITE CONNECTION: ,�;.. ly f Lu o o �m o JOINT,EACH RAFTER. FASTEN OVERHANG RAIL i to. > _}o TO SIDEWALL WITH(2) ¢ �' p o =z z SITE CONNECTIONS: 2 #8x3°SCREWS EA.BAY. ¢z ���N 1.FASTEN KNEE WALL TO BOTTOM CHORD W m w/(2)16d NAILS EACH RAFTER. P •,- w>m 2.FASTEN KNEE WALL TO BOTTOM CHORD FACTORY ��• O`72�'�S" :.IOQ o w/(I)SIMPSON LTS12 STRAP w/ 6 10d CONNECTION: F aF N m o NAILS EACH END,EVERY OTHER RAFTER. TOE-NAIL DRAWING: FACTORY CONNECTION: RAFTER TO TOP _ RAIL TO SIDEWALL w/(1)1-114"x20 PLATE w/(3) FASTENING DETAILS 1 ga.STEEL STRAP @ 43"oc. 0.1314"NAILS FASTENED w/(7)0.13lx 2.5"NAILS EA.TRUSS SCALE: OO EACH END. N7S D E O WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 7a LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ALLOWABLE FALL IN TRAP ARM:THE TOTAL FALL IN TRAP ARM DUE TO PIPE SLOPE SHALL NOT EXCEED ISLAND VENT VENT THRU ROOF ENGINEERING# ONE PIPE DIAMETER,NOR SHALL THE VENT PIPE CONNECTION TO A FIXTURE DRAIN,EXCEPT FOR TO GAS SUPPLY IF PLUMBING NOTES: 1. ALL PLUMBING CONSTRUCTION AND MATERIAL BELOW THE MODULAR FLOOR AND BETWEEN FLOORS IS THERESPONSBIITYOFTHE 223048 WATER CLOSETS AND SIMILAR FIXTURES,BE BELOW 7IHEWEIR OF THE TRAP,VERTICAL LEG FOR WASTE BRANCH CONNECTS (MA ONLY) OR CONNECT TO BUILDEWCONTRACTOR AND IS TO BE DONE IN ACCORDANCE WISTATE AND LOCAL CODES. A FIXTURE VERTICALLEDRAINS: TO APPLIANCE OR OTHER VENTS 2 CONCEALED PIPING IN UNHEATED AREAS,INCLUDING OUTSIDE WALLS,SHALL BE PROTECTED AGAINST FREEZING IN PLANT.PIPING SHALL A VERTICAL LEG('B•IN DIAGRAM)MAY BE INSTALLED N THE TRAP ARM OF AWASTE-VERTICAL LEG FOR TO APPLIANCE IF BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE. 7A B WASTE FIXTURE DRAINS:A VERTICAL LEG('B'IN DIAGRAM)MAY 13E INSTALLED IN THE TRAPARM OF A BRANCH CONNECTS SAN-TEE 3, ALL WASTE AND VENT LINES IN MODULES ARE ABS OR PVC PIPE.ALL SUPPLY LINES IN MODULES ARE COPPER,PEK OR CPVC. DRAWN BY: CHECKED BY: WASTE FIXTURE DRAIN IN LIEU OF THE USUAL TRAP ARM TO VENT CONNECTION.TYPICAL TO GAS SUPPLY 4. PITCH ON HORIZONTAL WASTE LINES B 118'PER FOOT FOR 3'DIAMETER PIPE AND LARGER,114'PER FOOT FOR LESS THAN 3'DIAMETER INSTALLATIONS INCLUDE ISLAND SINKS AND FIXTURES NOT ADJACENT TO A WALL VERTICAL LEG TRAP P� RAS XX 3"VENT THRU ROOF ARM INSTALLATIONS SHALL MEET THE FOLLOWNGCRITEIM mum 2-TRAP. KITCHEN SINK -NEAREST S. WASTE LINES:INSTALLWYEWITHCLEAN-OUTPRKMTOEXITINGWALLFORCONNECTIONTODISPOSALSYSTEM.4'MINIMUM WASTE LBE DATE i. MINIMUM TRAP DIAMETER SHALL MEET CODES TO SEPTIC(BY BUILDER IN FRO). 3°DROPT0IST FLIT C 2. THE DIAMETER OFSECTION'A'SHALLBEEQUALTOTHEDIAMETEROFTHETRAP. VERTICAL PARTITION 7 TRAPS UNDER ALL SINKS TO PROVIDE CLEWOUTACCESS. 5-16-23 TEE FIXTURE B. KITCHEN SINK SHALL HAVE T DRAM WHEN AGARBAGE DISPOSAL OR DISHWASHERARE CONNECTED. TABLE P-73097.1 VENT 9. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 45°WYES,LONG SWEEP 90° SALESMAN: 3. THE LENGTH OF SECTON'A'SHALL BE NOT LESS THAN B"AND IN ACCORDANCE WITH TABLE R2206.7.1. CONTINUOUS ELBOWS,LONG SWEEP WYES,6TH,STH,OR 16TH BENDS,APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. MATT ROZELLE MAXIMUM LENGTH OF TRAP ARM°A' p SHORT SWEEPS ARE PERMITTED IN SINGLE BRANCH HORIZONTALTO VERTICAL CHANGES IN DIRECTION ON 3*PIPE AND LARGER THE DIAMETER OF SECTION'B'SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION A. NIPPLE OF WASTE 10. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6•ASOVE THE FLOOD LEVEL OFTHE HIGHEST FIXTURE IN THAT DIM. LENGTH ANY LENGTH BRANCH MODEL (INCHES) (F� 5. THE LENGTH OF SECTION 93'SHALL BE NOT MORE THAN 36 INCHES CLEANOUT 11. PVGDWV PIPE SUPPORTS:AT BRANCHES,CHANGES IN DIRECTION,AND ATT14E BASE EACH FLOORAND MID STORY(VERTICAL)MAXIMUM TWO STORY 1-1/4 3.5' CAP EVERY 4'-0"AT THE END OF BRANCHES,AND CHANGE OF DIRECTIONS OR ELEVATION. 6. THE DIAMETER OF SECTION'CSHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION*B*. d GRADE 12. PIPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOORHCEILINGSHALL BE FIRE STOPPED WHERE REQUIRED BY ALL CODES WITH U LL 1-12 5 P_TRAP MATERIAL EQUIVALENT TO CONSTRUCTION THROUGH WHICH IT PENETRATESAND BE SUITABLE TO PIPE MATERIAL.OR USE METAL PIPE >� I I I I I 2 8' 7. THERE BNO RESTRICTION ON THE LENGTH OF SECTION°C. PER FOOT FROM AMNIMUMOF ABOVE THE FIRE RATED ASSEM13LY AND DOWN. m mp 3 10 SEDIMENT TRAP INSTALLATION 13. FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE IT B COVERED OR CONCEALED IN THE CONSTRUCTION PROCESS. 4 14' S BENDS SHALL BE THE DIAMETER OF THE LARGEST CONNECTED SECTION. METHOD 14. ANY STRUCTURAL MEMBER SUBJECTTO HOLE DRWNG,CURING,OR NOTCHING SHALL COMPLY WITH THE STRUCTURAL REQUIREMENTS OF THE CODE.IF THE LIMITS ARE EXCEED THE MEMBER SHALL BE LEFT OL A SAFE STRUCTURAL CONDITION BY BEING REINFORCED, REPAIRED,OR REPLACED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE CODE VERTICAL 15. FIELD INSTALLED(ONSIIE)PIPING SHALL BE APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER.PIPING SHALL BE FIELD FIXTURE 12"FOOT VENT 1& FOR LEAKS. BATH TUBS, CLUDING GARDEN TUBS,HYDROAMSSAGE,AND HOT TUBS SHALL HAVE A I-12'MN OVERFLOW. DRAIN 17. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS,WALLS,B COUNTERTOPS Is. EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED. Z 19. EACH DWEWNG UNIT SHALL 3"L HAVE ONE MAINSTACK FROM BITING DRAM. O 20. ALL VENTS THROUGH ROOFTO BE 3"MIN DIAMETER AND SHALL TERMINATE ABOVE THE ROOF.'VENTTHRU ROOF DETAIL'FOR REQUIRED (n EXTENSION ABOVE THE ROOF LINE w CLEAN 21. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A r VENT TO BASEMENT STUBBED BELOW THE FIRST FLOOR THEN CAPPED m 114 BEND AND LABELED.BASEMENT VENT MAY BE DELETED WHEN CLOTHES WASHER IS ON THE FIRST OR SECOND FLOOR m LONG TURN 118BEND (LONG SWEEP OR OUT 2'HORIZ.DRAIN 22. ALL TRAP ARMS MUST BE SUPPORTED WITH 314"MINIMUMBEARING.(MAONLY) 0 TEE WYE SHORT SWEEP 23. ALLPLASTICPIPEMUSTBESUPPORTEDATNTERVALSINACCORDANCEWITHAPPLICABLEPLUMBINGCODES. z0 24. TRAPS SHALL BE PLACEDAS CLOSE AS POSSIBLETO FIXTURE OURET.MAXIMUM VERTICAL DROP FROM FIXTURE OUTLET TO TRAP WEIR IS SEE NOTES) AN AIR ADMITTANCE VALVE MAY BE USED IF THE "A"TRAP 24'. (n W TO 3"VENT FACTURE DOES NOT DRAIN INTO A VENTED LINE 25. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS OR SLIP JOINTS.ACCESSIBLE TRAPS SHALL BE REMOVABLE WITH UNION N z THRU ROOF TEE TEE TEE TEE 1/48END INLET SIZE TRAP SEAL OR HAVE CLEAN OUT OPENNGSIZED THE SAME AS THE TRAP. 26. MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE PLUMBING CODES. >�> TEE (NOT PERMITTED IN MA) 27. PIPING SHALL BE PROTECTED WITH SHIELD PLATES WHEN PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 174'FROM EDGE OF W w (MAYBE INSTALLED ON-SITE MEMBER Of 26. FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE DIAMETERS DOWNSTREAM OF STACK OR IN FACTORY) "B"TRAP ARM BASE AND NOT CONNECT INTO SECOND FLOOR DRAIN STACK. m STANDPIPE HEIG HTWASHER 29. POTABLE WATER SYSTEM SHALL BE DISINFECTED ON SITE BY BUILDER NACOORDANCE WITH APPLICABLE STATE PLUMBING CODES. z�w SAN-TEE KITCHEN SINK 30. IS LAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER THAN SINKS AND LAVATORIES.SEE ISLAND DETAILS 0 m CC AND TRAP SIZEOX SAN-TEE 31. ANTISIPHONING DEVICE VACUUM BREAKERS,AND AIR GAPS:FORWATER DISTRIBUTION SYSTEMS'PROTECTION OF POTABLEWATER (OFFSET SAN-TEES "C"VERTICAL LEG LAVATORY WITH BACK-TO- SUPPLY'. FIXTURE INSTAL- 321.WATER HEATER LOG7EDATORON LIVING SPACE LEVEL MUST HAVE ANANTSPHONING DEVICE MS7ALIED. !��N ( BACK FIXTURES) CONTINUOUS 3ZZ CLOTHES WASHER MUST RAVEAN ANTFSIPHONING ONCE INSTALLED(IF NOT BUILT INTO THE APPWWCE). o m LATIONONVENT SAN TEE WASTE 32 WATER HAMMERARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSINGVALVES ARE UTILIZD.(LE WASHING MACHINES AND STACK) < LAVATORY DBHWASHERs). LAVATORY TAIL PIECE FOR P-TRAP VENTED LINE 33 AR ADMITTANCE VALVES MAY BE USED WHERE YOU ARE NOT ABLE TO CONNECT TO A VENTED LINE OR VENT DIRECTLY THROUGH THE Z (BACK-TO-BACK CONNECTION ROOF.AIRADMTRANCE VALVES SHALL BE SIZED ACCORDINGLY INSTALLED ONSLTE AFTER TESTING AND SHALL BE STATIC TYPE LOCATED OVER FLOW AND WASTE rn w m v o c WET VENINSTALLATION) TO VENT"D" A MINIMUM OF 6'ABOVE FLOOD LEVEL RIM Of THE HIGHEST FIXTURE LEVEL.(NOT PERMITTED M MA) j ONE D.F. 34. PIPE INSTALLED DOWNSTREAM OFTHE POINT OF DELIVERY SHALL NOT EXTEND THROUGH ANYTOWNHOUSE UNIT OTHER THAN THE UNIT w TUBISHOWER SERVED BY SUCH PIPING. WATPT�P OR WHIRLPOOL THE VENT PIPE FROM AFlXTURE DRAIN,EXCEPT WATER CLOSETS AND SIMILAR SIPHONIC FACTURES, 35. AMNINUM OF(2)HDSE BIBS ARE REOUIRED,(1)ATTIRE FRONT OFTHE HOUSE AND(1)ATTHE REAR OF THE HOUSE AND SHALL CONTAIN P-TRAP CLOS P TRAP eACKFLowPRon cnoN OPTION SHALL NOT CONNECT BELOW THE TOP WEIR OF THE TRAP.THE VENT PIPE MAY BE CONNECTED AT 36. TUBISHOWER CONTROLS SHALL RAVE A HIGH LIMIT STOP SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM IF 120'F. I LOWER ELEVATION IF THE FOLLOWING ARE MET: 37. ALL FIXTUREIAPPLIANCE SHUT OFF VALVES IN THE SAME FLOORAS THE FIXTUREIAPPLIANCE AND SHALL BE VATtlN 30"OF Lu FINISH 1.THE VERTICAL SECTION OF THE DRAIN PIPE SHALL FDXTTRFJAPPUANCE SERVO. 38. AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LESS THAN 4'-0'DIRECTLY BELOW ANY DOOR.OPEN-ABLEWNDOW FLOOR EE BE AT LEAST ONE PIPE SIZE LARGER THAN THE TRAP OROTHERAIRINTAKEOPENINGOFTHEBUILDING OR ADJACENT BUILDING NOR SHALL VENT TERMINALS BE LESS THAN IP HORIZONTALLY SAN-TEE INLET SIZE. UNLESSTHETOPOFTHE VENTTERMINALB T-0-ABOVE THE TOP OF THEAPPUCABLE OPENING LLONG TURN CLOSET FLANGE D 1/48END 39. OPENINGSMORONSTRUCNRESWHEREOPENNGSFORTHEPASSAGEOFPIPESNWALLS,FLOORSORCELINGSSHALLBEPROTECTED TEE WYE &114 BEND LONG SWEEP p_TRAP LONG SWEEP P-TRAP 114 BEND 2.THE HORIZONTAL PIPE CONNECTED TO THE TRAP OUTLET SHALL FROM RODENTS WITH AN APPROVED PIPE COLLAR FASTENED TO THE ADJOINING STRUCTURE SEE ALTERNATE MATERIALS SECTION OF LONG SWEEP BE AT LEAST TWO PIPE DIAMETERS LONG. THE CA MANUAL FOR MATERIALS USED FOR COMPLIANCE OTHER THAN APPROVED PIPE COLLARS. 3.THE DEVELOPED LENGTH OF THE TRAP ARM SHALL NOT 40. PLUMBING FIXTURES,DRAINS AND APPLIANCES USED TO RECEIVE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY qAy KITCHEN SINKIDISHWASHERIDISPOSAL WATER CLOSETS&MAIN VENT EXCEED THE VALUES STATED IN THE APPLICABLE PLUMBING CODES. ALL PLUMBINGED PRODUCTS ANAL D YSTEM MATERIALS SITE PER coTE 'A°-TRAP SIZE PER ALL APPLICABLE PLUMBING CODES 41. ALL PLUMBING D IDENTIFIED D IN ACCORDANCE SHALL THE LISTED BYA LECODE nON AGENCYAS COMPLYING WITH THE REFERENCED STANDARDS AND IDENTIFIED N ACCORDANCE WITH THE APPLICABLE CODE g 'B'-TRAP ARM LENGTHS: 42. PLUMBNG FIXTURES,OTHER THAN WATER CLOSETS,SHALL BE PROVIDED WITH APPROVED STRAINERS,EXCEPT HUB DRAINS AND LONG TURN 1 1/4"TRAP-5'-0" STANDPIPES. 43. WASTE RECEPTORS SHALL BE OF TYPE NOT INSTALLEDMBATHROOMS,ATTICS,CRAWL SPACES,INTERSTITIAL SPACES DOUBLE 1/4 BEN 112'TRAP-6'-0' TEE WYE:,A= ABOVE CEILINGS AND BELOW FLOORS OR N ANY INACCESSIBLE OR UNVENTED SPACE SUCH AS A CLOSET.WASHER STANDPIPES ARE 2'TRAP'8'-0' ALLOWED M BATHROOMS. � 3'TRAP-12'-O° 44. WATER CLOSET JOINTS SHALL BE MADE BY A CLOSET FLANGE OR A WASTE CONNECTOR WITH A SEALING GASKET. (� 4'TRAP-19-D° 'C'-SIZE IS ONE SIZE LARGER THAN TRAP SIZE 114 BEND 'D'-DISTANCE FROM CROWN WEIR AND VENT CONNECTION LONG TURN ACCORDING TO MAX.DISTANCE OF VENT FROM FIXTURE TRAP VENT DRAIN 3'VENT FROM - TUB OVERFLOW 112' 1ST FLOOR INSTALLATION AND WEATHERPROOFING DRAIN VENT STANDPIPE` 1' LONG TURN THRU ROOF PER MANUFACTURERS INSTRUCTIONS Z 18°MIN. 'VENT 4P•(NA)(, 2° LONG TURN 1l8 BEND H� 112, SAN.TEE FINISHED DRAINS TO 112"SHOWER 3'VENT .� CL o r = DRAIN-BASED FINISHED FLOOR QAAY♦,. / p 2"TRAP FLOOR - NON-HAZARDOUS ON 5.7 GPM LINE ¢z Cuz o TUB DRAIN LINE LOCATION FLOW OR LESS y� IU I cc F �� FINISHED FLOOR Q �' W z a hr o 0 VENT PIPE SHAL TERMINATE ¢ { Q c7 �¢w m FINISHED LINE WASHERIWATER HEATER PAN AT LEAST 12'(NEW YORK:18"; 1 1l2°TRAP MAINE:241 ABOVE THE ROOF '* #.' J I QN / FLOOR LINE PAN IS REQUIRED WHERE A STORAGE TYPE WATER HEATER OR HOT 11/2"SHOWER OR 6°ABOVE THE ANTICIPATEDCD CLOTHES WASHER WATER STORAGE TANK IN INSTALLED IN A LOCATION WHERE WATER DRAIN SNOW ACCUMULATION, ' �m TUBISHOWER LEAKAGE FROM THE TANK WILL CAUSE DAMAGE. 1 12'TRAP VENT THRU ROOF DETAIL N SHOWER WHICHEVER IS GREATER.314'DISHWASHER DRAIN ��` Q3243 Li, .,��/ 9 g 3°MAIN VENT LOOPED HIGH AND THREADED 1 12'VENT &W.C.VENT THRU HOLE IN CABINET SIDE OR 1 VT VENT m Lr BRANCH VENTS SECURELY FASTENED TO COUNTER VENT EXTENSION DBL. AS REQUIRED OR WALL OR AIR GAP DRAWING: SAN. SINK DRAINS VANITY TEE DRAIN 2"VENT FOR GARBAGE AIR GAP 1' SAN TEE PLUMBING NOTES FUTURE BASE- DISPOSAL � SAN TEE SAN. MENT FIXTURES DISHWASHER PIPE INCREASER FINISHED FLOOR SCALE: TEE FINISHED WASHER FINISHED DRAIN LINE REDUCER(OCCURS 1TR1AP TUTS FLOOR AIR GAP FLOOR 1 12' MIN 12'BELOW ROOF WARNING:IT IS A VIOLATION OF THE NYS SHEET: fff LINE MA-2"TRAP LINE �� 112.7AP MA-z' FITTING EDUCATION LAW ARTICLE 145 FOR ANY PERSON, wYE-BRANCH "2° FROSTCLOSURE UNLESS HE IS ACTING UNDER THE DIRECTION OF A WATER CLOSETAND MAIN VENT KITCHEN SINKIDISHWASHERIDISPOSAL FITTING BATHROOM VANIT/ LICENSED PROFESSIONAL ENGINEER,TO ALTER 8 KITCHEN SINKIDISHWASHER DETAIL THIS ITEM IN ANY WAY W VTR ENGINEERING# 223048 I DRAWN BY:I CHECKED BY: RAS I XX I DATE �� I i 5-1&23 DWV SALESMAN: >>1%• `..r 13. MATT ROZELLE PLUMBING 3'YTft MODEL: WC 1 TWO STORY I 1 3' j 3 =DRAIN I 041 I I I 1 1 3' ....... =VENT ! 3 ----- =ON-SITE i SUPPLY LAVAAV PLUMBING I I 3'VTR j r ! aav LAVAAv 2' i I IUB SINK N I �i'I o �. 2• mw ^ j =COLD W.C. I 3•V I \ N�(i I SHWR " N 21 3 VTR C.0 I \2• I ---_ =HOT C.O. �� I -� I ' =HAMMERARRESTOR 3/4�i' I I \ I ICE MAKER ``� '� 314' ' p 2' `,3' I I s =SHUT-OFFVALVE I u. r� nnv a j i ico 2" Z. IN, I .'� \`\`.31a' I w o zl I 1 f,� `.I ��.\ I ! TUBfSHWR 314�i'� 314 1 `. I ii of t I` 3; WAS WAS ER! I r~n m a I I Q 314' SINKIDW I I c.oq l r! r I 12 sHwft LAv I I I I I I I LAV i V�i'�12; �Ie� +'¢ Y�i'� I 3' '/ II 117i �� WNNN 1 I I I I 12'ICE MAKER 112- \77\ �� 17 \\� 3/4' o7 \ r' 3' I I 3' j 3;T `� `3,4'` z r 114' `�` p 3•`�J LAV SHWRI C.O. �`� 314' > . 2 �/' 314',' yq• � 3W WASHER Uj I W.C. 112,i'i �i'� 314 `\`�Q 1/2' � LAV tom➢ 314;�'� \ J T 8U ri' N\yq. 12' i' �� 314'i W4W4• 11ttI W.C. I• -��/ I I I I 314' '314' ��1� VL ISHWR I I I \\ SHIN C.O. F63 I.\' ` 3'`N WC j I ,7\ . 2 i'� g Aav LAV 3/<'I 314' ''� ' � 2 1 314� I � ' SHWR WATER SUPPLY NOTES: 1. ALL SUPPLY LINES ARE TYPE PEX 314' 2. FLOW RATES SHALL BE IN ACCORDANCE WITH TABLE nm2(NY) y4•�` = W.C. 3. ANTI-SCALD ANDK)R THERMAL SHOCK PREVENTING DEVICES SHALL BE INSTALLED `�314' I 17 IN THE WATER SUPPLY TO ALL SHOWER AND SHOWERIBATHING FIXTURES ` 314'�i'' I `� J ~ 4. ANY VERTICAL WATER SUPPLY TUBING TO BE SUPPORTED 4'W O.C.BY STRAPPING 314' ` yq• \`v"ire T11�� 5. PEX DISTRIBUTION SUPPORTS AT THE BASE AND AT EACH FLOOR NOT EXCEEDING \`I i' 1�1 Lu=2 =O 16'•0'ON CENTER(VERTICAL)MAXIMUM EVERY 8'-0'(HORIZONTAL) �"� I \` `3/4� LAV ,7 G� - a' > ~_ z TABLE P29W2 17`•` p aGD��,`- - w&Z ��Z0 MAXIMUM FLOW RATES AND CONSUMPTION FOR _ I I `C��� ��Y(� '7� L z a �>�p PLUMBING FIXTURES AND FUTURE FITTINGS° 11 17 ="12' ` �4 `� 0 a� =p z PLUMBING FUTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY sRur oFF /, _ Q CD p LAVATORY FAUCET 1.5 gpm®6g psi oH-sire vuve S r p Q W LL SHOWER HEW 20 gpm®80 psl wn,Px ...._s.. GO `n "' SINK FAUCET 22 gpm Qa 60 Psi �� tffnTrn -*. * > WATER CLOSET 1.28 gallons per gushing cycle o Fo96LIGAUON•as�re icnttON PER MMTE-sns um r vaurm PER sw�u WCH=e.6ss kPI J Ap ,; _ ii a.A handheld showspray shell be considered to be a shower head. wa�aµreuioeR , a b.Consumption tolerances shall be detem6ned from referenced standards c The gush volume for a dual-gush water closet is defined as the composite,average flush ` DRAWING: volume of two reduced Rushes and one PoV reµyy flush. SUPPLY _ ..^`._ ^�. PLUMBING DIAGRAMS SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY i I I f + rr�r, ,I I E I -"_"12° w ` E / a 3'-4" 2'-10" ''-D 3/'" '-10 1/2" 1'-0 3/4" —8 5 8 RouGH _ OPENING ROUGH OPENING I a , » ,i �.. i I ! BILE® ID001Z ♦•,?-; , 8 PROVIDE �,IATERPROof1NG ON THE ,. } s., .:'. �J j L rr L®hj L�'1 OVER ITHEWTOP OFEALL FooNGs y • :?' — .. E I �1- �i1 ---- ' POST _ I �� - • iJ L__-LL_ -ll� I e' r" 4NG 4CI;,D TO i 12 _ �- 4* • I '.? GO�vVCit"^E FIIwED (Q}L"x5" FLUSH ACQ GIRD'h TERMITE SHIELD Z"x5" ACO f I I i S0• 0Tj@F L I B I E sTEP Dn,; I TOP 2�s.x�..x,2 CONCFIF_ I I n - I I OVER SILL SEALER SIL1 PLATES I DROP OOTING 2 » ua, 2'x8" CQ FJ ' m r a. OFlNISHL G}'t••DcY I - 4 Q 2"x8" FLUSH ACQ LEDGER N ARE), AY 6 _ar Foe — I I I�o 16 O.C. — _ �^ 'BOARD BOLTED TO BOX JOIST �;; s,; q 2 V4 �a ,*w"';:fi':,°:• •i,:•• "' s: I-"'+r�� ._-,.P•ti-'fh: .T.o• .•r,:.r' "-v'... �x...•s.r~ :+z .•�-'::. r:'.9.: •.a^ Sri Ir t —36' INSULATED ( f ACCESS PANEL/DOOR I I,I 5'-2" '� I TO BASEMENT .'.. l,j f C .f — "' 1/4" 2 3/4" f. ' CONCRETE APRON 4 ' e STHD14 � 9� SPACE •.Fmg.••• e.N'; rw•�.4r'-':�a�.•••j• .{'f. dt��•ti` a •---� �° ? ^ s'_<_ —�'TE: 15'-9 3/4" 5'-7" 15'-9 3/4" 0 CRAWL E�PACE ° I 15—1 3/4" y }�[7 ;�. iD a I ao I j 4" CONCRETE SLAB I F0011 a $ ?.. DROP WA I ..•md n I Fl9ER�aESH REINFORCEM NT FOR DOOR I R to OVER 2' RIGID INSULATION & I :' _ 6 CLEAN O'r,�PACTED SAND � . UN I-- o I AIL POURED CONCRETE TO BE �JT .1� � I .�°. 5/8"x16" ANCHOR BO I7S 0 P DETAILS' a. 0 3000 PSI STRENGTH ®28 DAYS I ' '� I 1 r' 48" Q.C. PLACE ANC ORS . AT TAMED 0AWE NTQiTiEMEN�s �c s S&L -�'£�'I Ufa `� � BUILDING F,r;`• -f A� ' 8� �� -4--7 ''/2 x' ---s' ,'- -6' ---4'-5"- — =-4-6 1/2 � 4'-6" �--5'-4"�----4'-8" 1 -- 11°-4" "6 29'— 1/2" ,` ! r — 1 r -- r 1- — j ,£'� I ' :ciNF R.ED CONCRETE SLAB y I '" OVER MI TERMITE SHIELD 2g' 1/2H GIODU R �" — — — I :!.• Q'�c 6" CLLhN COMPACTED SAND Ix ( ..•' I ' P o �., 1 4 I �?- ?`�_e 9.0 —FOUNDATION L _— J I J COMPANY L — J — J L — J L __ — J : �,. a 2'-3r1/16 I j 3-1/2" STEEL LALLY a n I �yG'_ If'i_f'IIN-115-13 D.� WALL 12 cQLUMN ON 30"x30"x10" 4 i-3i 2" 4-6'-4 1/2a I !`�"' `' * '' . CONCRETE FOOTING TYPICAL ®� - � z :�; 6'-1 0 I y I ———— e`•°' I FOUNDATION I ` t . WALL 1 a n ---- l a--•, U ,�� rS _ •: 'ti 8 x16 REINFORCED CRAM, SPACE STAIR & •1 I i �� '°''.. " " STUD WALLS TO BE CONCRETIE F0011NG NAII Er pr: r w BUILT ON SITE BYoo ag ' , j r= " 2'x4 WOOD STUDS G 16 BUILDER, VERIFY STAIR I H/ �2)it� REBAR o PgRTTgN " z, JJ a 13—1 3/4" O.C. WA-13 INSULATION I ;;: DROP WAIL I .d 13 -9 3 4 7-11 7/8-1 1 ; -9 314 / OPENING ABOVE. ;�, 01' DOOR O / > / & 1/2" GYPSUM BOARD . ( STEP BY BUILDER ON SITE UP I �FOOTIN^, I •.o ( 1 01. t 2 3/4" ' I ° ©�'� F�L1)A7iTOr: +�'�'T0 OF O�� J PROVIDE 35" —24"— — — — FALL +�f�4+�L. IN U(�sT�D '' I r�APZC` DOOR "• _-- - --- ii 4-7 1/2 — I 4'-9 3/4" N II 2' 5 1/16" a 2S17 ..nuTY WINDOW W I 4" - I A4 pSpA ! s,� ' - (GAL�:�N17E AREA AY _- — — — - -- — -- — 2H '�-•~ \ -�1 P�u I f' :'f +i• .`I:. .i�^i:0''t�..`p.•.:• ,:f;h•'}• ,.t.f .�.�_•'d:'S=E''S ..r. e.• ..r.�s:a 3 �..d•: '.fi .iia .... -'i a � : I QO� .`• � ,. ., ,! �Ax I R .r _a..� :•f- i}• Is.. .,. .!, .f• �°j!';�'?' Iv 'i : :1` ��i�a.i•%'.:.•..:••'•a<.•.p.. :t:. •�� w• m;.. .•x:� ..�•• :;,•; ? 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MAX OPENING , OPENiI1G `'� IDURJ I f a ,-3a a I I' _."F'` `;ii_O..n r;ipj,_C,�:�_"'.. f'i�iJLw,�j FOU�DATiO�J_PLAN I I 3'-6" Ik1,3 t! ,....,.Ann....,.-�..,.�.w^... ....�.....z>,..�•a,...-...•�0�.�.9•,�Q�...w>...,.,,.,,,.-._..,-.b.�...>...........�-... �,.. .e..,.�.�,r•..�.—......x>oew..•,.......,,���..,..:�r ,�•� �+.�. —� i � P - ION / e II SCALE: 1/4 ,fit.--•"..'•T,'� �,,�r { ��V I �-:� p"dra4`�gie� .. y rwT Trots 611i �l LUC 0Cr 1 a 2023 R�r�t�p w ��`^ rr I����yt'•:, �'� L. 3 + � . � ""�--. _ P°I 0 � Yt?1��0.���"�� l^h SCE 1000 4 FIIIu aid mend a,n Typ D mwdmum Geed °�, .a�cw Cc- - srd H2.5 • ' ,� •^' r." ' M w °. .. 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NYS BUILDING CODE FOR HIGH WIND EXPOSURE IN WIND SCAM;�: 1/fig -1A-�� BORNE DEBRIS REGIONS OIJTFIA P'TON, N.Y. 516-72'9-2925 { 10/06/23