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HomeMy WebLinkAbout49233-Z �sv�Eot 101 Town of Southold 7/30/2024 '�- P.O.Box 1179 o .n 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45409 Date: 7/30/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1380 Orchard St, Orient SCTM#: 473889 Sec/Block/Lot: 25.4-11.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2021 pursuant to which Building Permit No. 49233 dated 5/12/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement and rear deck as applied for. The certificate is issued to Gibbons,John&Marissa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-204998 6/10/2024 ELECTRICAL CERTIFICATE NO. 49233 7/16/2024 PLUMBERS CERTIFICATION DATED 1/19/2024 J.Korf A ize Uignature o�SUFFB/( TOWN OF SOUTHOLD BUILDING DEPARTMENT AMENDMENT cz ca TOWN CLERK'S OFFICE -SOUTHOLD NY fG 23 >9-,; 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#: 49233 , r Date: 6/12/2023 Permission is hereby granted to: Gibbons, John. 220 Water St Apt 334 Brooklyn, NY 11201 To: Construct new single family dwelling as applied for per SCHD approval. Replaces BP #46314. END,Permit to include attached rear deck as per plans provided. At premises located at: 1380 Orchard St, Orient SCTM #473889 Sec/Block/Lot# 25.4-11.1 Pursuant to application dated 5/12/2023 and approved by the Building Inspector. To expire on 11/1012024. Fees: PERMIT RENEWAL $1,330.60 1�IENT�`P�O�PERM�I�I�.^ �$3.5A0 Total: $1,682.60 Building Inspector o�SufFn TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46314 Date: 5/26/2021 Permission is hereby granted to: Anderson, Richard 333 E 30th St Apt 4M New York, NY 10016 To: Construct new single family dwelling as applied for per SCHD approval. At premises located at: 1380 Orchard St., Orient SCTM #473889 Sec/Block/Lot# 25.4-11.1 Pursuant to application dated 4/28/2021 and approved by the Building Inspector. To expire on 11/2512022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,611.20 CO-NEW DWELLING $50.00 Total: $2,661.20 Building Inspector o��OF SOUI��I � o Town Hall Annex. Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 r-h N �� sean.devlin(a-)-town.southold.ny.us 4UNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Gibbons Address: 1380 Orchard St city,Orient st: NY zip: 11957 Building Permit#: 49233 Section: 25 Block: 4 Lot: 11.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Mike Smith & Sons Electrical License No: 42078ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Gas Duplec Recpt $5 Ceiling Fixtures 30 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 25 Smoke Detectors 6 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 94 CO Detectors 3 Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches $7 4'LED Exit Fixtures Sump Pump Ed Other Equipment: Fridge, Mini Fridge, Oven, Hood, DW, Micro_, Gas Cooktop, 200A Panel 60 Circuit/ 51 Used Notes: Two Story w/ Finished Basement Inspector Signature: Date: July 16, 2024 S.Devlin=Cert Electrical Compliance Form SUffO[,��oG .. Town Hall Ann eic n y Telephone(63f)765-1802 54375 Main Road P.O.Box 1179 ! y Ze Southold, NY 11'27 - 959JUL 1 2 f 2024 -4!4 • O� BUILDING DEFT. 'I'UWIN yFSOUTIiOI BUILDING DEPARTMENT TOWN.11 OF SOUTHOLD CERTIFICATION Date: Building Permit No. �� ' Owner: ��7 C)Aj (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. G (Plumbers Signature) Sworn to before me this day of 20;P; / RYI.J to Oj sew York public-State of 435343 Notary Public, �I(, County Notary ND a;GI ffolk,u�n 2026 Quaff ss. Expires MY�0n'm 1 {�' �apP SOUIyo - * # TOWN OF SOUTHOLD BUILDING DEPT. Tyco, '' 765-1802 INSPECTION- /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ,FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION" - [t ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: w ts wit IoIJ &Wt-loh Ur (/wl , _ DATE INSPECTOR' # # TOWN O SOU O F SOUTH OLD BUILDING DEPT. coum�� 631-765-1802 I NSPEC ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] UNDATION 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: G 1 DATE IWlY INSPECTOR f � �o��OF SOUIyo� # # TOWN OF S'OUTHOLD BUILDING DEPT. �ycourm,��' 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] ]NSULATIOWCAUL-KING [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] PRE C/O _ RE ARKS DATE 101151 ZOV 1 NSPECTIOR . Yl / V hoy1��F 50UlyO� - # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST OUGH 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: DOnZ V� In/l-ViA r ' DATE w 2,77 INSPECTOR SOP So3 (/T # # TOWN OF SOUTHOLD BUILDliz 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: OX DATE q INSPECTOR �__� SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qq-k INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ YNSLATIOWCAULKING U [ ] FRAMING /STRAPPING IV] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t po-z' !i cf- &Ae�� u w nr- s ib 9 DATE INSPECTOR ho�aoF soulyO� H l ,3 5 r' f TOWN OF SOUTHOLD BUILDING DEPT. Crourm, 631-765-1802 INSPECT ION- [ ] FOUNDATION 1ST [ ] 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 [ ] RENTAL REMARKS: 1 aL dj b,-) ir c i/v 44 ( I 1_1 �2 If/ __' Q sc�el DATE INSPECTOR �o�apF SOUTyO� r5 ec-/ # TOW O S UTHOLD BUILDING DEPT. . com� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ . ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION . ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ho� k C)A e-e-r- a DATE L INSPECTOR �do Z33 1 M t.� l .. . � N h .t._.ti Qitr.a 11,.•n� n N reow- -2.• IU`o N Oct �St►r C..-._ � �'�=ram-: .i..!!#. R Bunch, Connie From: Fuentes, Kim Sent: Tuesday,July 30, 2024 4:15 PM To: Bunch, Connie Cc: Melissa Butler Subject: HPC : 1380 Orchard Street, Orient Hi Connie, During the HPC meeting of July 25, 2024, I requested approval by the Commission Members for the completed rear deck attached to the single family dwelling upon the above referenced premises. I informed the Members that, although the C of A included the pool fence, both pool and pool fence have not yet been installed. The members did a site visit and all agreed that a Certificate of Occupancy for the deck and single family dwelling can now issue. Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim a southoldtowuny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, AT 11971 From: Melissa Butler<mbutler75@mac.com> Sent: Friday,July 19, 2024 2:15 PM To: Fuentes, Kim<kim.fuentes@town.southold.ny.us> Cc:John Guido<jguido@mail.com> Subject: 1380 Orchard Street, Orient Hi Kim. Attached are photos of the deck at 1380 Orchard Street. Does someone from HPC need to go out and inspect or can they use the attached photos? 1 Energy Testing Services DDD JUL 1 2 2024 January 4, 2024, BUILDING DEPT. Town of Southold TOWN )F SOITTHOI Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 �..' Re: 1380 Orchard Street Orient, NY 11957 OA& sted by the Town of Southold, Energy Testing Services was retained by John Guido to perform a oor test at the above address and found.the leakage rate to be 2,546 CFM @ 50Pa, equal to @ 50Pa.This hou a meet compliance,,by leaking less than the maximum requirement of 3 0Pa. 0ve any questions, ple do not hesitate to contact us. Thank you. Michael Fauci(RTIN: 8619824) HERS Rater •i Energy festing Services 1648 Locust Ave., Suite E,Bohemia,NY 11716 Office:'(631)244-2,627/Cell: (631)405-9890 D Energy ,,£ rii J JUL 1 2 2024 _ BU.DING DEFT. II . July 11, 2024 1 I Town of Southold Building Department 54375 Route 25 d P.O. Box 1179 Southold, NY 11971 I RE: John Guido 1380 Orchard Street Orient, NY 11957 As requested by the Town of Southold, Energy Testing Services was retained by John Guido to perform the Duct Air Leakage Testing at the above-mentioned address. Michael Caruso(HERS Raker# 7960376)conducted the Duct Air Leakage Testing on each of the HVAC duct systems and found the results of each test to be calculated as follows;2"d Floor HVAC system,53 CFM @ 25 Pa(3.5%Duct Air Leakage).11 Floor HVAC system,83 CFM @ 25 Pa(3.7%Duct Air Leakage). Basement HVAC system,67 CFM @ 25 Pa(3.9%Duct Air Leakage).These results all fall below the maximum 4%Duct Air Leakage Requirement as set by the 2020 NY-ECCC. • s Please feel free to give us a call if you have any questions or require further information. Thank you. - a I Av� Michael Caruso President . I Energy Testing Services 1648 Locust Avenue Suite E,Bohemia,NY 11716 Office:'(631)244-2627 mcaruso@energytestingservices.com www.energytestingservices.com Load Short Short Form nD Job: Est#1425 r\ Date: Jun 17,2024 System 1 J ' J U L 1 2 2024 - By: Michael Fauci ■� ■ Energy Testing Services q7 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244 2627 Email:mfauci@energytestingservi e5orh We�Wen—�ert t'ngservices.com License:8619824 Project • • For: John Guido 1380 Orchard Street, Orient, NY 11957 Phone:631-965-6683 l Design • • Htg Clg Infiltration Outside db(OF) 19 82 Method Blower door Ins ide db(OF) 70 75 Shielding/stories 3(partial)/2 Design TD(OF) 52 7 Pressure/AVF 50 Pa/2045 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA14AZ18AJlNA AHRI ref 8934600 Coil RCF2417STAMCA AHRI ref 0 Efficiency 95 AFUE Efficiency 11.5.EER, 13 SEER Heating input 42000 Btuh Sensible cooling 12250 Btuh Heating output 41000 Btuh Latent cooling 5250 Btuh Temperature rise 64 OF Total cooling 17500 Btuh Actual air flow 583 cfm Actual air flow 583 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.080 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.87 i ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 74 145 0 10 0 Bunk Room 191 ' 2281 3651 157 291 Landing 332 2640 219 182 17 Playroom 413 3409 3454 235 275 System 1 1010; 8474 7324 583 583 Other equip loads 0 0 Equip.@ 0.87 RSM 6386 Latent cooling 1133 TOTALS I 1010 8474 I 7519 I 583 I 583 ,l 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right-Suite®Universal202323.0.01 RSU30008 2024-Jun-1709:33:19 Page 1 l + ...uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N Load Short Form Job: Est# 25 ' Date:. Jun 17, 2024 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytesfingservioes.com License:86.19824 Project Information For: John Guido 1380 Orchard Street, Orient, NY 11957 Phone:631-965-6683 i i Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(OF) 70 75 Shielding./stories ! 3(partial)/2 Design TD(OF) 52 7 Pressure/AVF 50 Pa/2045 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0601317MSA Cond RA14AZ36AJl NA AHRI ref 8934601 Coil RCFZ3617STANMC AHRI ref 0 Efficiency 95 AFUE Efficiency 13.0:EER, 13 SEER Heating input 56000 Btuh Sensible cooling 25200 Btuh Heating output 54000 Btuh Latent cooling 10800 Btuh Temperature rise 41 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 i ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Foyer 171 2354 566 i 71 24 Kitchen 449 4604 6658 j 139 277 Laundry 140 . 1332 919 40 38 Living Room 725 23270 13511 705 562 M.WIC 57 0 12 0 1 Master Bath 154 1260 494 38 21 Master Bedroom 297 . 4118 4588 i 125 191 Office 102 2672 2101 81 87 Pantry 45 0 0 0 0 Powder 30 0 12 0 1 y Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrights®ft- 2024-Jun-17 09:33:19 Right-Suite®Universal202323.0.01 RSU30008 Page 2 Arm ---uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N i System 2 2170 39610 28863 + 1200 1200 Other equip loads 0 0 i Equip.@ 0.87 RSM 25168 Latent cooling 5035 TOTALS 2170 i 39610 i 30203 I 1200 I 1200 I I i I I I I I I I i i I _ I I I I i i { i I { i I R i i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed- I -�}�- wrightsoft- 2024-Jun-1709:33:19 ,.,4..,.,..�....m�...,..a Right-Suite®Universa1202323.0.01,RSU30008 i Page ...uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N i 1 Load Short Form Job: Est#1425 Date: Jun 17,2024 System 3 By: Michael Fauci :e Energy Testing Services, 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone_631-244-2627 Email:mfauci@energytestingseMees.com Web:www.energytestingservices.com License:8619824 Project • . • For. John Guido 1380 Orchard Street, Orient, NY 11957 Phone:631-965-6683 Design Information Htg Clg Infiltration Outside db(OF) 19 82 Method Blower door Ins ide db(OF) 70 75 Shielding/stories 3(partial)/2 Design TD(OF) 52 7 Pressure/AVF 50 Pa/2045 cfm Daily range - L Inside humidity.(%) 50 50 Moisture difference(gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0701317MSA Cond RA14AZ36AJl NA AHRI ref 8934602 Coil RCF3617STAM6A AHRI ref 0 Efficiency 95 AFUE Efficiency 11.5 EER, 13 SEER Heating input 70000 Btuh Sensible cooling 25200 Btuh Heating output 68000 Btuh Latent cooling 10800 Btuh Temperature rise 52 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.058 cfm/Btuh Air flow factor 0.068 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 I ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) B5 Bath 104 2798 1333 161 90 Bath 2 76 130 98 8 7 Bedroom 2 299 2584 3348 149 227 Bedroom 3 197 2187 3188 126 216 Bedroom 4 187 1609 2845 93 193 Bedroom 5 238 4479 4882 ! 258 331 Hall 33 1057 428 61 29 Hallway 342 .6012 1558 346 106 r Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t - - wrightsoft" 2024-Jun-17 09:33:19 ,r,..,�..,�y.q� Right-Suite®Universal 2023 23.0.01 RSU30008 Page ...uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N • System 3 1476 20856 17679 1200 1200 Other equip loads 0 0 Equip.@ 0.87 RSM 15416 Latent cooling 2073 TOTALS 1476 I 20856 17490 t 1200 1200 , i i i 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t V rights0ftw 2024-Jun-1709:33:19 .. .,,.. N....�a�9, Right-Suite®Universal202323.0.01 RSU30008 Page 1 +C+1'1 ...uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N Building Analysis Job: Est#1425 7 Date: Jun 17,2024 • Ta� System 1 .By: Michael Fauci �A Energy Testing Services i 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytesbngseryices.com License:8619824 Project • • For: John Guido 1380 Orchard Street,Orient, NY 11957 Phone:631-965-6683 i a Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(OF) i 70. 75 Elevation: 7 ft Design TD(OF) 52 7 Latitude: 41 ON Relative humidity(%) i 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.6 37.0 Dry bulb(OF) 19 82 Infiltration: i Dailyrange(OF) - 12 ( I ) Method Blower door 'Wet bulb(OF) - 72 Shielding/stories ' 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF s 50 Pa/2045 cfm I f Component Btuh/ftz Btuh %of load { Walls 1.9 2199 26.0 Glazing 15.4 1159 13.7, wail Doors 0 0 0 Ceilings 0 0 0 Floors 1.1 1144 13.5 D` Infiltration 2.8 386 4.6 Ducts 3585 42.0 Piping � 0 0 Humidification 0 0 aaang Ventilation 0 0 Adjustments 0 Total 8474 100.0' Floas Irffiltralicn i i s Component Btuh/ft2 Btuh %of load Walls 0.0 40 0.51 Glazing 22.8 1711 23.41 Gai S Doors 0 0 01 Ceilings 0 0 Oi Floors 0 0 0 herdGirs Infiltration 0.2 24 0.31 Ducts 2454 33.5, Ventilation 0 0 Internal gains 3095 42.31, Blower 0 0 Adjustments 0 pt� Total 73241 100.0; + Latent Cooling Load= 1133 Btuh Overall U-value=0.037 Btuh/fF°F, Window/Floor Area=7.4% Data entries checked. -PI& wrilghtsaW 9 2024-Jun-17 09:33:19 rw Right-Suite®Universal 202323.0.01 RSU30008 Page 1 ...uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N i 4 Building Analysis Job: Est#1426 Y Date: Jun 17,2024 System 2 f By: Michael Fauci a� Energy Testing Services I I 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For John Guido 1380 Orchard Street, Orient, NY 11957 i Phone:631-965-6683 4 r Design • • • Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(OF) 70 75 Elevation: 7 ft Design TD(OF) 52 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) + 43.6 37.0 Dry bulb(OF) 19 82 Infiltration: ° Dallyrange(OF) - 12 ( 1 ) Method Blower door Wet bulb(OF) . - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/2045 cfm I • Component Btuh/ft2 Btuh %of load Walls 2.8 6016 15.2 Wall Glazing 15.4 14512 36.6 Doors 14.9 1135 2.9 Ceilings 1.1 756 1.9 Floors 0 0 0 Infiltration 2.8 7824 19.8 Ducts 9367 23.6 Piping 0 0 Humidification 0 0 odng Ir6lhatirn Ventilation 0 0 Adjustments 0 Total 1 1 396101 100.0 Component Btuh/ftz Btuh %of load Walls 0.6 1332 4.6 VW1 Glazing 11.7 10978 38.0 ' Doors 6.6 498 1.7 IrterdC�rs Ceilings 1.0 676 2.3 Floors 0 0 0 day Infiltration 0.2 491 1.7 Ducts 6783 23.5 Ventilation 0 0 Internal gains 8105 28.1 Blower 0 0 Adjustments 0 Dues Total 1 1 288631 100.0rgs Latent Cooling Load=5035 Btuh Overall U-value=0.087 Btuh/ft2L°F, Window/Floor Area=43.3% : ` I , i WARNING:window to floor area ratio=43.3%-more than 25%.' I 4 I At.' -Pk- wrightsoft- 2024-Jun-17 09:33:19 •� heR ,_ Right-Suite®Universal202323.0.01 RSU30008 { Paget A�• uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N I Buildin Anal SIS Job: Est#1425 g y Date: Jun 17,2024 System 3 i By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: John Guido 1380 Orchard Street, Orient, NY 11957 Phone:631-965-6683 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(OF) 11 70 75 Elevation: 7 ft Design TD(OF) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) ' 43.6 37.0 Dry bulb(OF) 19 82 Infiltration: Dailyrange(OF) - 12 ( I ) Method 3 Blower door Wet bulb(0F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/2045 cfm • Component Btuh/ftz Btuh %of load Walls 2.6 3475 16.7 vul Glazing 15.5 4334 20.& Doors 0 0 01 Ceilings 1.1 1596 7.7� Floors 0 0 01 Infiltration 2.8 3668 17.6' Ducts 7783 37.3 °� Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Wlirgs ' Total 1 1 208561 100.0 IrfilhsGm Component Btuh/ft2 Btuh %of load Walls 0.6 769 4.4 NI Glazing 10.9 3061 17.3 Doors 0 0 0 Gazi Ceilings 1.0 1429 8.1 rtatEltirs Floors 0 0 0 Infiltration 0.2 230 1.3 (Vi Ducts 5651 32.0 Ventilation 0 0 Clfa Internal gains 6540 37.0 Blower 0 0 Adjustments 0 Total 17679 100.0 Latent Cooling Load=2073 Btuh Overall U-value=0.059 Btuh/fF°F, Window/Floor Area=19.0% Data entries checked. A-- —Fk W19ghtsoof - 2024-Jun-1709:33:19 Right-Suite®Universal202323.0.01 RSU30008 Page AM- ...uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N Project Summary i Job: Est#1425 J Date: Jun 17,2024 System 1 By: Michael Fauci �C(N[LS Energy Testing Services P, 1648 Locust Ave,Unit E,Bohemia,NY 11.716 Phone:631-2442627 'Email:mfauci@energytestingservices.com Web:wtvw.energytestingserwces.com License:8619824 Proiect Information For. John Guido ' 1380 Orchard Street, Onent,'NY 11957 Phone:631-965-6683 Notes: 1 i Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference . 37 gr/lb i Heating Summary Sensible Cooling Equipment Load Sizing Structure 4888 Btuh Structure ; 4870 Btuh Ducts 3585 Btuh Ducts 2454 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) I Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8474 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load S 6386 Btuh I Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/2045 cfm Structure 477 Btuh Ducts 656 Btuh Central vent(0 cfm) ' 0 Btuh Heating Cooling (none) Area(ftz) 1010 1010 Equipment latent load a 1133 Btuh Volume(ft3) 1791 1791 j Air.changes/hour 0.23 0.10 Equipment Total Load(Sen+Lat) 7519 Btuh Equiv.AVF(cfm) 7 3 Req.total capacity at 0.70 SHR 0.8 ton R Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM ; Model R95TC0401317MSA Cond RA14AZ18AJ1NA AHRI ref 8934600 Coil RCF2417STAMCA AHRI ref 0 Efficiency 95 AFUE Efficiency 11`5 EER, 13 SEER Heating input 42000 Btuh Sensible cooling l 12250 Btuh Heating output 41000 Btuh Latent cooling 5250 Btuh Temperature rise 64 OF ITotal cooling 17500 Btuh Actual air flow 583 cfm Actual air flow 583 cfm Air flow factor 0.069 cfm/Btuh ! Air flow factor 0.080 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. M�ir�g� o 2024-Jun-17 09:33:20 �+-``„_ •« -v -t - Right-Suite®U niversal 2023 23.0.01 RSU30008 } Page 1 ...uido-1380 Orchard Street,Orient,NY 11957.rup Cale=MJ8 Front Door faces: N f r R Project Summary Job: Est#1425 Date: Jun 17,2024 System 2 By: Michael Fauci Energy Testing Services j 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservioes.com Web:www.energytestingservires.com License:8619824 Pronect Information i For. John Guido 1380 Orchard Street, Orient,:NY 11957 Phone:631-965-6683 Notes: r 4 a I Design • • I Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db I 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 30243 Btuh Structure i 22080 Btuh Ducts 9367 Btuh Ducts I 6783 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 39610 Btuh Use manufacturer's data n Rate/swin multipplier 0.87 Infiltration Equipmen�sensible load 25168 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 12045 cfm Structure 3461 Btuh Ducts 1574 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 2170 2170 Equipment latent load 5035 Btuh Volume(1P) 25821 25821 ; Air changes/hour 0.32 0.14 Equipment Total Load(Senkat) 30203 Btuh Equiv.AVF(cfm) 138 62 Req.total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary v Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0601317MSA Cond RA14AZ36AJ1 NA AHRI ref 8934601 Coil RCFZ3617STANMC AHRI ref 0 Efficiency 95 AFUE Efficiency 13.0 EER, 13 SEER Heating input 56000 Btuh Sensible cooling 25200 Btuh Heating output 54000 Btuh Latent cooling 10800 Btuh Temperature rise 41 OF Total cooling { 36000 Btuh Actual air flow 1200 cfm Actual air flow + 1200 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.60 in H2O Static pressure + 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 i a ti Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -1Jr&- wrights®ft' 2024-Jun-17 09.33:20 r.� •�*• --� Right-Suite®U niversal 2023 23.0.01 RSU30008 Page 2 ...uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N I 1 I I Job: Est#1425 Project Summary Date: Jun 17,2024 System 3 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:,631-244-2627 Email:mfauci@energytestingser%ices.com Web:www.energytesfingserVices.com License:8619824 Prooect Information I , For: John Guido 1380 Orchard Street,Orient,;NY 11957 Phone:631-965-6683 Notes: � I I ! -si-gn Information i Weather: Montauk'AP, NY, US Winter Design Conditions, Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity j 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13073 Btuh Structure 12029 Btuh Ducts 7783 Btuh Ducts 5651 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 20856 Btuh Use manufacturer's data n Rate/swingg multiplier 0.87 Infiltration Equipment sensible load 15416 Btuh Method Blower door Latent Cooling Equ1ipment Load Sizing Shielding/stories 3( artial)/2 Pressure/AVF 50 Pa P2045 cfm Structure 732 Btuh Ducts 1342 Btuh Central vent(0 cfm) j 0 Btuh Heating cooling (none) Area(ftz) 1476 1476 Equipment latent load 2073 Btuh Volume(it) 13283 13283 Air changes/hour 0.29 0.13 Equipment Total Load(Sen+Lat) 17490 Btuh Equiv.AVF(cfm) 65 29 Req-total capacity at 0.70 SHR 1.8 ton Heating-Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem j Trade RHEEM Trade RHEEM Model R95TC0701317MSA Cond RA14AZ36AJlNA AHRI ref 8934602 Coil RCF3617STAMCA Efficiency 95 AFUE Efficiency I ref 0 11"15 EER, 13 SEER Heating input 70000 Btuh Sensible cooling s 25200 Btuh Heating output 68000 Btuh Latent cooling 10800 Btuh Temperature rise 52 OF Total cooling i 36000 Btuh Actual air flow 1200 cfm Actual air flow 1 1200 cfm Air flow factor 0.058 cfm/Btuh Air flow factor 0.068 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 1 0.90 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rid- wrightsoft• 2024-Jun-17 09:33:20 �• a--- RightSuite®universal 202323.0.01 RSU30008 Page ...uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N Duct System Summary Job: Est#1425 Date: Jun 17,2024 E YGcecmc System 1 i By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: John Guido 1380 Orchard Street,Orient, NY 11957 ; Phone:631-965-6683 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.178/0.072 in H2O 0.178/0.072 in H2O Lowest friction rate 0.083 in/100ft 0.083 in/100ft Actual air flow 583 cfm 583 cfm Total effective length (TEL) 301 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath h 145 10 0 0.089 4.0 Ox 0 ShMt 9.8 190.0 st2 Bunk Room c 3651 157 291 0.083 9.0 OX 0 ShMt 54.0 160.0 st2 Landing h 2640 182 17 0.086 8.0 Ox 0 ShMt 37.3 170.0 st2 Playroom c 1727 117 137 0.086 7.0 OX 0 ShMt 27.0 180.0 st2 Playroom-A c 1727 117 137 0.086 7.0 OXO ShMt 46.5 1 160.0 st2 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 583 583 0.083 656 11.7 8 x 16 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb2 12x22 583 583 87.3 0.083 545 14.0 Ox 0 ShMt r t . wrightsoft, 2024-Jun-17 09:33:20 Right-Suite®Universal 2023 23.0.01 RSU30008 Pagel ...uido-1380 Orchard Street,Orient,NY 11957.rup Catc=MJ8 Front Door faces: N I i Duct System Summary i Job: Est# 25 Date: Jun 17,2024 System 2 3 By: Michael Fauci Energy Testing Services I I 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytesbngservices.com License:8619824 Project • • For: John Guido 1380 Orchard Street, Orient, NY 11957 Phone:631-965-6683 Heating Cooling External static pressure 0.60' in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.205/0.645 in H2O 0.20510.045 in H2O Lowest friction rate 0.053 in/100ft 0.053 in/100ft Actual air flow 1260 cfm 1200 cfm Total effective length (TEL) 472 ft SupplyDetail Table a Design Htg Clg Design: Diam H x W Duct 'Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR : (in) (in) Matl a Ln(ft) Ln(ft) Trunk Foyer h 2354 71 24 0.053 6.0 Ox 0 ShMt 47.0 340.0 st5 Kitchen c 3329 70 138 0.056 . 8.0 OX 0 ShMt 26.0 340.0 st5 Kitchen-A c 3329 70 138 0.055 8.0 Ox 0 ShMt 31.0 340.0 st5 Laundry h 1332 40 38 0.054 5.0 OX 0 ShMt y 43.0 340.0 st5 Living Room h 5819 176 140 0.084 8.0 Ox 0 ShMt p 30.0 215.0 st4 Living Room-A h 5818 176 140 0.082 8.0 OX 0 ShMt 34.0 215.0 st4 Living Room-B h 5818 176 140 0.075 8.0 OX 0 ShMt 13.0 260.0 sty Living Room-C h 5818 176 140 0.074 8.0 Ox 0 ShMt 17.0 260.0 st5 M.WIC c 12 0 1 0.054 4.0 Ox 0 ShMt ', 50.0 330.0 st5 Master Bath h 1260 38 21 0.054 5.0 Ox 0 ShMt 55.0 325.0 st5 Master Bedroom c 2294 62 95 0.055 7.0 OX 0 ShMt 69.0 305.0 sty Master Bedroom-A c 2294 62 95 0.058 7.0 Ox 0 ShMt 61.3 295.0 st5 Office c 2101 81 87 0.054 7.0 Ox O ShMt 2 62.0 315.0 st5 Powder c 12 0 1 0.054 4.0 OX 0 ShMt 38.8 340.0 st5 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W ; Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) d Material Trunk st4 Peak AVF 353 281 0.082 646 10.0 0 x 0! ShtMetl st1 st5 Peak AVF 847 919 0.053 658 16.0 0 x 0; ShtMetl st1 st1 Peak AVF 1200 1200 0.053 761 17.0 0 x O� ShtMetl s I a Y -�- wrightsoft, 2024Jun-1709:33:20 4 ...s�., �,..e..� Right-Suite®Universal 2023 23.0.01 RSU30008 Page 14M ...uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N i Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk W Ox 0 1200 1200 85.0 0.053 679 18.0 Ox 0 ShMt ! I i ' I I . I I I I i I 2024-Jun-17 09:33:20 WCightsoft- Right-Suite®Universal202323.0.01 RSU30008 Page J9C� ...uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N Duct System Summary Job: Est#1425 Date: Jun 17,2024 System 3 ' By: Michael Fauci Energy Testing Services 1648 Loaist Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingser%ioes.com Web:www.energytestingservices.00m License:8619824 Project • • For: John Guido 1380 Orchard Street, Orient, NY 11957 Phone:631-965-6683 I Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0,35 ,in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.193/0.057 in H2O 0.193/0.057 in H2O Lowest friction rate 0.063 in/100ft 0.063 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 400 ft SupplyDetail Table Design Htg pig Design Diam H x W Duct ;Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat[ Ln(ft) Ln(ft) Trunk B5 Bath h 2798 161 91 0.065 8.0 Ox 0 ShMt 43.5 255.0 st6 Bath 2 h 130 8 7 0.068 4.0 Ox 0 ShMt 1.8 275.0 st7 Bedroom 2 C 3348 149 227 0.070 9.0 Ox 0 ShMt 29.8 245.0 st7 Bedroom 3 C 3188 126 216 0.064 9.0 Ox 0 ShMt 23.0 280:0 st6 Bedroom 4 c 2845 93 193 0.063 9.0 Ox 0 ShMt 33.3 275.0 st6 Bedroom 5 C 2441 129 166 0.064 8.0 Ox 0 ShMt 38.3 265.0 st6 Bedroom 5-A C 2441 129 166 0.065 8.0 Ox 0 ShMt 49.3 245.0 st6 Hall h 1057 61 29 0.061 6.0 Ox 0 ShMt 21.5 265.0 st7 Hallway I h 6012 346 106 0.068 10.0 Ox 0 ShMt 26.8 255.0 st7 Supply Trunk Detail Table Trunk Htg Clg Design i Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak.AVF 637 831 0.063 680 14.1 8 x 22 ShtMetl st3 st7 Peak AVF 563 369 0.067 633 12.0 8 x 16 ShtMetl st3 st3 Peak AVF 1200 1200 0.063 675 16.2 8 x 32 ShtMetl ti twrightsoft- 2024-Jun-1709:33:20 .n Right-Suite®Universal202323.0.01 RSU30008 Page ...uido-1380 Orchard Street,Orient,NY 11957.rup Cale=MJ8 Front Door faces: N TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) M FIR (fpm) (in) (in) Opening(in) Matl Trunk i rb1 12x46 1200 1200 91.8 0.063 ' 679 18.0 Ox 0 s' ShMt I a 9 { I � ' I I I I I i { i I I I � , I , I ' I I I 1 I I I I ' I I I li I t WCR9hYS®ft'" 2024-Jun-1709:33:20 Right-Suite®Universal202323.0.01 RSU30008 Page J . ...uido-1380 Orchard Street,Orient,NY 11957.rup Cale=MJ8 Front Door faces: N Est Manual S Compliance Report Job:Date: Jun Jun 17,25 2024 *,"Res TGEa,, System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: John Guido 1380 Orchard Street,Orient, NY 11957 Phone:631-965-6683 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 7324 Btuh Entering coil DB: 76.2°F Outdoor design WB: 72.0°F Latent gain: 1133 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 8457 Btuh Indoor RH: 50% Estimated airflow: 583 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA14AZ18AJ1NA+RCF2417STAMCA Actual airflow: 583 cfm Sensible capacity: 12250 Btuh 167%of load Latent capacity: 5250 Btuh 463%of load Total capacity: 17500 Btuh 207%of load SHR:; 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 8474 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F 1 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R95TC0401317MSA Actual airflow: 583 cfm Output capacity: 41000 Btuh 484%of load Temp.rise: 50 OF Meets all requirements of ACCA Manual S. wrigghts®ft- 2024-Jun-17 09:33:20 ..,.• Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 uido-1380 Orchard Street,Orient,NY 11957.rup Cale=MJ8 Front Door faces: N I Manual S'Compliance Report F Job: Est#1425 Date: Jun 17,2024 Enar�r r�.txw System 2 By: Michael Fauci entces Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • i For: John Guido 1380 Orchard Street, Orient, NY 11957 Phone:631-965-6683 1 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 28863 Btuh Entering coil DB: 76ffF Outdoor design'WB: 72.0°F Latent gain: 5035 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 33898 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm + Manufacturers Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA14AZ36AJ1 NA+RCFZ3617STANMC Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 87%of load Latent capacity: 10800 Btuh 214%of load Total capacity: 36000 Btuh 106%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 39610 Btuh Entering coil DB: 68.TF Indoor design DB: 70.0°F w Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R95TC0601317MSA Actual airflow: 1200 cfm Output capacity: 54000 Btuh 136%of load ' Temp.rise: 50 OF i i Meets all requirements of ACCA Manual S. 2024-Jun-17 09:33:20 Wt'�ght50Tt" Right-Suited Universal 2023 23.0.01 RSU30008 r Page 2 uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N Manual S Compliance'Report Job: Est#1425 Date: Jun 17,2024 1:°e�yy rung System 3 By: Michael Fauci Services Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytesfingservires.com License:8619824 Project • • For. John Guido 1380 Orchard Street, Orient, NY 11957 Phone:631-965-6683 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 1 17679 Btuh Entering coil DB: 76.5-F Outdoor design WB: 72.0°F Latent gain, 2073 Btuh Entering coil WB: 63.TF Indoor design DB: 75.0°F Total gain: 19753 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA14AZ36AJ1 NA+RCF3617STAMCA Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 143%of load ! 1 Latent capacity: 10800 Btuh 521%of load Total capacity: 36000 Btuh 182%of load SHR:, 70% 7 Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 20856 Btuh Entering coil DB: 68.6°F indoor design DB: 70.0°F w d Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R95TC0701317MSA Actual airflow: 1200 cfm Output capacity: 68000 Btuh 326%of load Temp.rise: 50 OF i 1 Meets all requirements of ACCA Manual S. ! ,` -r- wrightsoft, 2024-Jun-1709:33:20 Right-Suite®U niversal 2023 23.0.01 RSU30008 Page 3 JIM ...uido-1380 Orchard Street,Orient,NY 11957.rup Calc=MJ8 Front Door faces: N i i Residential Plans Examiner - - • Form ACCK® for • (Loads, • • 15 Mar 09 Aa Cubsai5t�rtaxrsd:�ia Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form`(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1380 Orchard Street,System 1 Design Conditions g tiRl_Nina Construction Information Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces North Indoor temperature: 70 of North,Fast,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 8474 Btuh Number of bedrooms: 1 Conditioned floor area: 1010 ft2 Summer Design Conditions Number of occupants: 2 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Root Grains difference: 37 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 8399 Btuh Internal shade: none Latent heat gain: Blinds,drapes,etc. Eeve 9 1299 Btuh Depot 4Vlndbw Total heat gain: 9698 Btuh Number of skylights: 0 HVAC EQUIPMENT • • 1 He Equipment Data Co_� Equipment Data Blower Data ET.,i ment t�r�e: Prop furnace E(vivnent t �e: Split AC Heating cfm: 583 u ace,Hea ump,Boller,etc. Ir ondltlo a,Heat pump,etc. Cooling cfm: 583 Model: Rheem Model: I Rheem Static pressure: 0.60 in H2O Fan's rated external static pressure for design R95TC0401317MSA RA14AZ18AJ1NA+RCF2417STAMCA airflow Heating output caWacitr: - J1000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capac at Inter design out oor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION •/ Design airflow: 583 cfm Longest supply duct: 214 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 87 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 301 ft Available static pressure(ASP): 0.25 in H2O Friction rate:Friction Rate-ASP+(TEL x ib 0,(� 3 in/100ft Branch duct: Sheet metal I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist i -lr}+-.nro�gntQt - - -- Right-Suite®Universal2023 23.0.01 RSU30008 Residential Plans ExaminerReview • Form ACCtk,, for • (Loads, • • 15 Mar 09 arrca�ra�a: Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1380 Orchard Street, System 2 HVAC • •DCALCULATION (IRC M1401.3) Design Conditions R tildin Construction Information Winter Design Conditions Building Outdoor temperature: 19 °F Orientation• Front Door faces North North,East,west,South,Northeast,Northwest,Southeast,Southwest Indoor temperature: 70 of Total heat loss: 39610 Btuh Number of bedrooms: 1 Conditioned floor area: 2170 ft2 Summer Design Conditions Number of occupants: 5 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Roat Grains difference: 37 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 33099 Btuh Intel mal shade: blinds EaVe Latent heat gain: 5774 Btuh Blinds,drapes,etc. l]eplh 4Vlnacxe Total heat gain: 38873 Btuh Number of skylights: p i EQUIPMENTHVAC • 4• Hem Equipment Data Co_� Equipment Data Blower Data ETIment t �e: Prop furnace Equipment ty�e: Split AC Heating cfm: 1200 u ace,Hen ump,Boller,etc. Ir Condltlone,Heat pump,etc. Cooling cfm: 1200 Model: Rheem Model: Rheem Static pressure: 0.60 in H2O R95TC0601317MSA RA14AZ36AJ 1 NA+RCFZ3617STANMC Fan's rated eMemal static pressure for design Heatin output ca aci airtlow P ty 4000 ions Total cooling capacity: p Btuh Heat p mps-capac at winter design out 4 conditions Sensible cooling capacity: p Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •• Design airflow: 1200 cfm Longest supply duct: 387 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 85 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 472 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0 A3 in/100ft Branch duct: Sheet metal Friction Rate=ASP+(TELz I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. "Home qualifies for MJ1AE Form based on Abridged Edition Checklist 1 Right-Suite®Universal202323.0.01 RSU30008 Form Residential Plans Examiner Review Form ACCK,, for • (Loads, • • 15 Mar 09 Pr C�u�7ooror3(:ataz�c aar.�a Header Information Contractor. Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan M Manual D Friction Rate Worksheets Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1380 Orchard Street, System 3 HVAC • •D • • 4• Dsiqn Conditions BuildingConstruction Information Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces North Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 20856 Btuh Number of bedrooms: 4 Conditioned floor area: 1476 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Roof Grains difference: 37 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 20274 Btuh Internal shade: blinds Eft, Latent heat gain: 2378 Btuh Blinds,drapes,etc. Depth 4Vlndow Total heat gain: 22652 Btuh Number of skylights: 0 HVAC EQUIPMENT • 4• Hem Equipment Data Coplinq Equipment Data Blower Data Eckui ment t�pe: Prop furnace ETjipmEnt ty�e: Split AC Heating cfm: 1200 u ace,Hea pump,Boller,etc. Ir Condltlone,Heat pump,etc. Cooling cfm: 1200 Model: Rheem Model: Rheem Static pressure: 0.60 in H2O R95TC0701317MSA RA14AZ36AJ 1 NA+RCF3617STAMCA Fan s rated external static pressure for design � alrgow Heatin�output caacit�}r: g8000 Btuh Total cooling capacity: 0 Btuh Heat p mps-capac at Inter design out oor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh i i HVAC DUCT DISTRIBUTION •• Design airflow: 1200 cfm Longest supply duct: 308 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 92 ft Trunk duct: Sheet metal Total device pressure losses: _0•3 in H2O Total effective length(TEL): 400 ft Available static pressure(ASP): 0.25 in H2O Friction rate:Friction Rate-ASP+(TEL0.Aq 3 in/100ft Branch duct: Sheet metal I declare the load calculation, equipment, equipment selection and duct design were rigorously per-formed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved - 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightso t°' ti•�-- Right-Suite®Universal 2023 23.0.01 RSU30008 I N , 1 I i i I i Level 1 Pump CI. 8 IIIII�TTT��Ill}..JIII e' _ 14 I 37 cm Bath 1 41374 8. 10 5. 5'16x8 4- Basement 16" 10" 17 4- �18• Stairs 9" 8' 8' 583 8' 6" Bunk Room Landing , 182 cfm 291 d i Ili I 1 1� I Job#: Est# 1425 Energy Testing Services Scale: 1 : 142 Performed by Michael Fauci for: Page 1 John Guido 1648 Locust Ave,Unit E Ri 138o Orchard Street ghtSuite®Universal 2023 Bohemia,NY 11716 23.0.01 RSU30008 Orient,NY i1957 Phone:631-244-2627 License:8619824 i 2024-Jun-17 09:34:25 Phone:631-985-8683 .energytestingservices.com mfauci@energytestingservice ...ard Street,Orient,NY 11957.rup 1 I d N 1 i I I i Level 2 138 din--® ® ' / 17�6 cfm 4D cfm 138 cfm 87 cfm-kAlf 176 cfm a/ I H-1200 cfm I Office Laundry Master Bath Pantry i 95 cfm Living Room I � Kitchen Powder Stairs 2 ®"1 cfin M.WIC I 1 cfm Master Bedroom 176 cfm 176 cfm Foyer 71 cfm , 0-95 Mm ®-138 cfm { I i i i i I Job#: Est# 1425 Energy Testing Services Scale: 1 : 142 Performed by Michael Fauci for: Page 2 John Guido 1648 Locust Ave,Unit E Ri 1380 Orchard Street ghtSuiteO Universal 2023 Bohemia,NY 11716 23.0.01 RSU30008 Orient,NY 11957 Phone:631-244-2627 License:8619824 2024-Jun-17 09:34:25 Phone:631-965 6683 FW.energytestingservices.com mfauci@energytestingservice ...ard Street,Orient,NY 11957.rup N I I + ii 7 IdI I i I , I I I � Level 3 + 227 cim 61 tfm i Hall 216 can 193 cfm 161 efm 9 6- Bath 2 Bedroom 4 65 Bath Bedroom 2 8 cfm Bedroom 3 9- I 9 8 i V 4• 122 x8 ` OTB' 16 x8 P 1200 cfm Stairs 3 ————8. 32 x8 Bedroom 8• 10' � I 166 cfm I Halfway 166crm 346 cfm I I Y I ' I 4 i I y 1 Job#: Estt#1425 Scale: 1 : 142 Performed by Michael.Fauci for: Energy Testing Services John Guido 1648 Locust Ave,Unit E E Page 3 1380 Orchard Street � RightSuite®Universal 2023 Orient,ha 11957Street Bohemia,NY 11716 23.0.01 RSU30008 Phone:631-965-6683 Phone:631-244-2627 License:8619824 2024-Jun-17 09:34:25 IIVWW- energytestingservices.com mfauci@energytestingservices ...ard Street,Orient,NY 11957.rup J ( . FOUNDATION(IST) 9L1� b1mFi 1�������� i ® LWa - 1 / 1 71 ROUGH FRAMING& PLUMBING Won IMINIGAN-1 INSULATION PER N.Y. STATE ENERGY CODE ®� 22 �s 'Ei1Ut 9L 0ill/��cJ ADDITIONAL R VA ,HMO m 1 r OM ► �� �'-r o StlFFQ(X�oG� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P., O. Box 1179 Southold,NY 11971-0959 p4, oT t' Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.Pov -las Date Received APPLICATION FOR BUILDING PERMIT UP For Office Use Only I PERMIT NO. / Building Inspector: ` CO'� Applications and forms must be filled out'in their entirety. Incomplete applications will not-be accepted: Where the Applicant is not the owner,an i 'rar, tot 6ului olld Owner's Authorization form(Page 2)shall be completed. Date: (� U OWNER(S)OF PROPERTY: Name:John Casey Gibbons & Marissa Gibbons SCTM#i000-025-04-11.1, Project Address:1380 Orchard Street, Orient NY ; Phone#:QJ) 435-8225 Email:casey@friendsfaniily.co Mailing Address: 220 Water Street, Apt. 334, Brooklyn NY 11201 Name: Melissa Butler Mailing Address: 206 Lincoln Street, Riverhead NY 11901 Phone#: (631) 338-8449 Email: mbutler75@mac.6om DESIGN-PROFESSIONAL INFORMATION: Name: I �- E Mailing Address: �� ✓ AM (7 Phone#: � Z�S Email: CONTkACTOR INFORMATION: Name: c:�ba&i 6u "o j&A&n L� Mailing Address: Phone#: ? _( I Em il: I DW OYY+)/ DESCRIPTION OF PROPOSED CONSTRUCTION ; ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther ' ' lam $� 000 [Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 i 'PROPERTY INFORMATION . Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ❑Yes ®No IFIYES, PROVIDE A COPY. ® Check Box After Reading: The owner/contractor/design profess ional'is responsible.for all drainage and storm water issues as provided by Chapter 236 of the'Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance,of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,"Ordinances or Regulations,for the construction of buildings,. additions,alterations or for removal or demolitiori as herein described.The applicant agrees,to comply with all applicable laws,ordinances,building code, 'housing code and regulations and to admit authorlied inspectors on piemNes'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. Melissa Butler Application Submitted By(print name : ®Authorized Agent nOwmer Signature of Applicant: Date: 4z&/Z9 STATE OF NEW YORK) SS.- COUNTY OF Melissa Butler beingiduly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Agent .(S)he is the, (Contractor,Agent,Corporate Officer,etc.) of said owner or"owners,and is duly authorized to perform.car have performed the said work and to make and file this application;that all statements contained in this application fare 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 � e I'✓ 0�day of JVr� , 20� NotaVAIAYMCKARD NOTARY PUBLIC,STATE OF NEWYORK Registration No.01W14910829 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County ion Expires October 13,20 IS (Where the applicant is not the owner 220 Water Street, Apt. 334, I� John Casey Gibbons residing at Brooklyn NY 11201 Melissa Butler do hereby authorize to apply on I my behalf to the Town of Southold Building Department for approval as described herein. 5/25/23 ner's Signature Date John Casey Gibbons Print Owner's Name 2 i ' I Mariella Ostroski,Chairperson our un; Town Hall Annex Anne Surchin, Vice Chair `,��0 g4e'Sa, j 54375 Route 25 Allan Wexler `�y� ' �� PO Box 1179 Fabiola Santana Southold,NY 11971 OLD Jeri Woodhouse SOUTH ° u UTH ° kimf@southoldtownny.gov ' z Telephone: 631 765-1809 Marina de Conciliis N , raune�a �e^' g P � ) Kim E. Fuentes,Coordinator o9 �SERVAT10N ' i I Town of Southold Historic Preservation Comjmission Certificate of Appropriateness September 28, 2023 RESOLUTION #09.28.2023.1 RE: 1380 Orchard Street, Orient, NY. SCTM# 1000 15=4-I1.1 Owner: John and Marissa Gibbons RESOLUTION: WHEREAS, 1380 Orchard Street, Orient, NY, is on the Town of Southold Registry of Historic Landmarks; and I 9 WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by'the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and, WHEREAS, on August 22, 2023, the applicant's representative, Melissa Butler, submitted a proposal to construct additions and alterations to a single family dwelling (rear deck), and to install a fence surrounding an in-ground swimming pool upon residential property listed on;the Town of Southold Registry of Historic Landmarks; and WHEREAS, Engineered Site Plans indicating proposed improvements,'including the wooden deck and four (4) feet in height pool fence, prepared by Jeffrey T. Butler, LPE, last revised September 11, 2023; were received by the Commission on September 19, 2023; and I � � WHEREAS, the applicant came before thel Commission on September 28, 2023, at a public hearing in order to review the proposed improvements to the single family dwelling (deck), and the fence surrounding the rear yard of the property including an in-ground swimming pool as depicted in the site plan prepared by Jeffrey Butler, P.E., last revised September 11, 2023; and i , Certificate of Appropriateness#09.28.2023.1 HPC,John Gibbons, 1380 Orchard Street, SCTM No. 1000-25-2-1 1.1 WHEREAS, the proposed improvements are depicted in photographs of a single family dwelling addition(deck) made of natural mahogany (Exhibit B & C) received August 22, 2023. and a four (4) foot high fence surrounding the swimming pool, consisting of 4 inch by 4 inch by 48 inch high post, material of natural cedar, mesh made of galvanized steel wire with 2 in. by 2 in. openings (Exhibit A signed by applicant, John Gibbons); and WHEREAS, the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and WHEREAS, the Commissioners may conduct a site inspection of subject premises once improvements are completed; and NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that Engineered Site Plans indicating proposed improvements, including the wooden deck and four(4) feet in height pool fence, prepared by Jeffrey T. Butler, LPE, last revised September 11, 2023, received by the Commission on September 19, 2023, and photographs of a single family dwelling addition (deck) made of natural mahogany (Exhibit B & C) received August 22, 2023; and a four (4) foot fence surrounding the swimming pool, consisting of 4 inch by 4 inch by 48 inch high post, material of natural cedar wood, mesh made of galvanized steel wire with 2 in. by 2 in. openings (Exhibit A signed by applicant John Gibbons as approved), meet the criteria for approval under Section 170-8(A) of the Southold Town Code; and; BE IT FURTHER RESOLVED, that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all-involved agencies; and BE IT FURTHER RESOLVED, that any deviation from the approved plans referenced above may require further review from the commission. Motion made by Commissioner Ostroski Motion seconded by: Commissioner Woodhouse VOTES: AYES: Commissioners Ostroski, Surchin, Wexler and Santana, Woodhouse and de Conciliis. (6-0) RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Kim E. Fuentes, Coordinator for the Historic Preservation Commission Date: October 12,2023 `" Historic Preservation Commission Resolution#: Dated: Deck to be constructed of natural mahogany 0 11 .....: ...may, + s 1 ,1 fry I Historic Preservation Commission V __v Resolution #: Dated: 01, l � l - r O l v� C� EX15TINO 6 BEDROOM I/A ON-SITE 5AN I TARP 5Y5TEM epd I - FUJ'I GLEAN USA ENHANCED TREATMENT UNIT (ETU), • MODEL GENT (GRAVITY 5Y5TEM, DE516N FLOW: -700 OPP) 2 - 60 x 5' EFF. DP LEAGHIN6 POOLS . �c I - 4'(P PRE-CAST DISTRIBUTION POOL (SEE DTL ON 5P2) x32.0 LPG, EX15TINO \` WELL LP x32.0 �23' 1 � EXISTING 32'0x o2.0 $ SEPARATION D15TANCE Rl �JGOP FOR 5TORMWATER LEACH WELL �� EAU �,� AND PIPING (RESIDENTIAL , - D �P�� HORIZONTAL SEPARATION P15TANC fy . �p � DRAINAGE LEf�,HIN6 POOLS: � PROPERTY LINE =5'MINIMUM BUILDIN65 WITH CELLAR = 10'MINII +/STti GRAVEL DRIVE G0 BUILDINGS ON SLAB = 5'MINIMUM \ WATER 5ERVICE LINE/LATERAL5/14 (51b00 50.FT) UNDER6ROUND UTILITIES = 5'MINIM SANITARY 5EPTIG TANK= 20'MINI 5AHITAKY LEAL �SHIN6 POOL=20' P MP STATION= 2O'MINIMUM ��L PU MANHOLE = 20'MINIMUM F X 02.5 PRIVATE WELLS= 50'MINIMUM RETAINING NALL5 = 10'MINIMUM fLEL 5T0RA5E TANKS(BELOW 6R <y I 31.5x a � OOO HORIZONTAL 5EPARAON D1 2 ST R L E NON-LEACF6 ST5RTAGNT( .AG FIN.FL EL. 34.0' 00 O WATER SERVICE LINES/LATERALS/ '\. W/BASEMENT �. UNDER6ROUND UTILITIE5 = 5'MININ ((9 BEDROOM) VERTIGAL SEPARATION DISTANCE' HATENR AC SERVICELINES = IS"MINIM SANITARY WASTE LINES = IW MINII r AREA: 2,261 50.PT. car EX15T. '� x32.5' GE55FOOL ^\ 20'MIN I -6ROUND yr t NIMMING 00 POOL PROP05ED ENGL. �Ss OUTDOOR SHOWER \ o o° 0 PROP05ED POOL EQUIP. Q O IrOGATION _ 0 . _ L PROPOSED PRECAST 60 POOL BACKWASH AND o 0 � N m o � obi 0 m � o 0 <N r� o UD C� 3 0 5 z= oo a a o. z SITE PLAN FOR: _ NEN SNIMMINC POOL AT RES I DENGE a Tye, O I380 ORGHARD STREET ORIENT, N.Y. o� o - rn JEF SGTM# 1000-022.00-04.00-011.001 74 cn �-► cn r COUNTY OF SUFFOLK TOM OF SOUTHOLD 2 JOB No.: 2000-70 DRAWN BY: RAG TEL.: 0 � '� DATE: 06-2-7-2023 APPROVED BY: JTB NEER e ,f 2-6-1 Sum Scott A. RussellMANAGEMENT SUPERVISOR SOUTHOLD TOWN HALL-P.O.Box 1179 5309511Hain Road-SOUTHOLD,NEW YORTC 11971 Town of`Southold CHAPTER 236 m STORMWATER MANAGEMENT REFERRAL FORM (APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) `APPLICANT: (Property Owner, Design Professional, Agent,'Contractor, Other) c.� s� a NAME: Date. a 15ignatwel Contact Information: �L `7 (E-Mad&Telephone Number) Property Address / Location of Construction Site: MW - S.C.T.M. #: 100'0 District Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ®- Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! Project does Not Discharge to Waters of the State. No S.P.D.E.S.Permit is Required! ® - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C,Prior to Issuance of a Building Permit. - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through'the Southold Town Engineering Department Prior to Issuance of a Building Permit, Reviewed By: Date: � � i P()P M qM(P-T(1C 0e-tnhPr,9n 1 Q ® C v �Qg�fEDt;� o BUILDING DEPARTMENT-Electrical I spector�EC 2 TOWN OF SOUTHOLD 8 9(17� yz. Town Hall Annex- 54375 Main Road - PO Bg wN'�o sou P ;. 'h` Southold, New York 11971-0959 p'r Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny_gov seandesoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 12/21/2021 Company Name: Mike Smith and Son Electricali Contracting Inc Electrician's Name: Michael Smith License No.: ME42078 Elec. email:msmithandsonelectric@gmail.com Elec. Phone No: 6318348764 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 326, Rocky Point, NY 11778 i JOB SITE INFORMATION (All Information Required) Name: John Gibbons Address: 1380 Orchard St, Orient; NY 11957 Cross Street: Tabor Rd,... Phone 6174358225 Bldg.Permit M 46314 email:caseygib12@gmail.com 1000 Section:pTaxVap District::. c> Block: O 1/ - Oo Lot:o //, Od/ BRIEF DESCRIPTIONrOF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring of new house Square Footage: 14500 Circle All That Apply: Is job ready'.for inspection?: El YES I✓0 NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On • I Temp Information: (All information required) Service Size , 1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# 0 M New Service0 Fire ReconnectE]Flood Reconnect Elservice Reconnect❑✓Underground ElOverhead # Underground•L"aterals ✓ T 2 - H Frame ,Pole Work done on Service? Y ✓N Additional,]h,formation: - PAYMENT DUE WITH APPLICATION . 'C' lWu:� q 4 i . PERMIT# Address: Switches E c E Iva Outlets �� f ��.��+�3� �,`� o JUt 1 6 2024 GFI's 1 � Bullding oepar"" 3 Surface Town of Southold Sconces H H's 9 UC US --®— Fridge I HW POOL. Fans Mini.Fr. l W/D. ` Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes Co DW Generator r" Salt Gen. Carbon Micro ` GrbD!s Water Bond Lights Heat AS Pucks --- ERV ` HOT TUBISP Inst Hot DeHum Transfer Disc Combo Cook-top Minisplit Blower AC LL> AH 3> Hood I .Blower' Service. Amps Have Used Sub Amps Have Used — Comments = - FF0Q-e BUILDING DEPARTMENT- Electricald S torDEC 2 8 11 Off' dG TOWN OF SOUTHOLD ,x, T-17 Town Hall Annex- 54375 Main Road PO-Bo L [R1.-`G DEP-r OLD coo wj,jij W_ Southold, New York 11971-0959 41", Telephone (631) 765-1802 - FAX (61) 765-9502 rogerlDsoutholdtownny.gov — seand(ED-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 112/21/2021 Company Name: Mike Smith.and Son Electrical Contracting Inc Electrician's Name: Michael Smith License No.: ME42078 Elec. email:msmithandsonelectric@gmail.com Elec. Phone No: 6318348764* 0 1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 326, Rocky Point, NY 11778 JOB SITE INFORMATION (All Information Required) Name: John Gibbons Address: 1380 Orchard'St, Orient, NY 11957 Cross Stre6t-­_Tabor Rd,..,. Phone,,No..-,61,74358.-2,2-51 Bidg.Permit#: 46314 email:caseygib12@gmaii.com 1000 Section:67.15-, C) Block: 0 1-/ — CC) Lot:C) 00 BRIEF DESCRIPTION OF WORK,!INCLUDE'SQUARE FOOTAGE (Please Print Clearly)..' Wiring"of new house Square Footage: T4500 Circle All That Apply: Is job readyrfor inspection?: YES F&/] NO []Rough In D Final Do you,need.a Temp Certificate?: YES[—]NO Issued On Tefnp In'f6fffiAtion:' (All information required Service SizeFv]1-Ph❑3 Ph Size: .200 A # Meters 1 Old Meter# 0 New ser-v ic'do'Fire RibconnectE]Flood Reconnect Elservice ReconnectR]Underground ROverhe;jdl F1­Pole Work don on Service? Y ✓ N' .e F] FvJ1 #-Und6rgrbod-Ldletals*[-&/].l []2'-E].1 H Frame'' Ad.difi6naVinforniation: :.:.:PAYMENT-DUE WITH APPLICATION Pd C, tuo PERMIT ti- — - Address Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge I HW Exhaust Oven W/D Smokes DW I Mini :arbon Micro Generator -ombo Cooktop Transfer \C AH Hood Service Amps Have Usec -peclal- .ornlments f I sib � 1 57 I �gOFFOL/c ��p Gym BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD o ! Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 'yfj01 ��0� Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # I S.� Date S 2022_ Customer Name o Electrician Name jy1Kr-SM + Address 138C> oRt l,4Ag Phone 3q & e-mail e-mail61 Phone License# y�D7 Size VO A Phase Overhead Underground:_. #of.Meters r Remarks . #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of 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 val from the.date ab Authorized by A4_ BUILDING DEPARTMENT-Electrical Inspector ® < TOWN OF SOUTHOLD w Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 1 Temporary Certificate # I Date 2022 Customer Name Electrician Name �- Address Of- Phone (p 7/ g rj if 8 76 y e-mail a-mail Phoned�j�/ License# Size��, Phase Overhead Underground T #of Meters Remarks ". #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. r This verification is valid for 90 da s�fr above. t Authorized by Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 April 27, 2021 Building Department Town of Southold P.O. Box 1179 Southold NY 11971 RE: 1380 Orchard Street, Orient NY(SCTM: 1000-25-04-11.1) To Whom It May Concern, Enclosed please find a Building Permit Application for a proposed new single-family residence for the above property. Should you have any questions or need any further information,please do not hesitate to call. Sin rely, Jeffr T. utler, PE Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 May 18, 2021 L "V Nancy Dwyer Building Department , MAY 18 2021 Town of Southold P.O. Box 1179 b-�- Southold NY 11971k '�a.1�" o.a.1 ... TU- RE: 1380 Orchard Street, Orient NY (SCTM: 1000-25-04-11.1) Dear Ms. Dwyer, Per our conversation, enclosed please find revised pages 3 &4 which have been revised to reflect an egress window in the unfinished portion of the basement. Should you have any questions or need any further information,please do not hesitate to call. Sincerely, Melissa C. Butler Bunch, Connie From: John <jguido@mail.com> Sent: Friday, December 09, 2022 12:58 PM To: Bunch, Connie Subject: extension . . .:��.East�d�iRa - J�itan-�u�c�oF7a��eng 19 fdo ? orkhQ i ctoantra ram. a To'h6m iZp)) ,eqcern;: `w9m{ iv6yma�ne is�rxmaiad, : crarid:, silent:v�,�t©tlt;lslad'Gatacttrs : r�c:. Tiia�z�:Yaa� iiliii-Guistlo�: I (� IE II 1�I DEC 0 9LO 202� t3UILDeNG DEPT.. -p�pwN OF so�o�� 1 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. tY F � r 2 Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 k G t ow/ i� MAY 0 3 2623 ' 13UILUIIVt�a�tN I. Tc'$IlUiii nccll�o-raan r April 25, 2023 Building Department Town of Southold P.O. Box 1179 Southold NY 11971 RE: Permit Renewal P#46314 - 1380 Orchard Street, Orient NY To Whom It May Concern, Enclosed please find a check in the amount of$1,330.60 for the renewal of Building Permit No. 46314. Should you have any questions or need any further information,please do not hesitate to call. Sincerely, VelissaC. Butler NORTIS L-05 TZU BIZARRETA ACORO® CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 6/14/214/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#BR-767175 CONTACT NAME: Plainview,NY-Hub International Northeast Limited PH/c°°,No,Exe►:(516)576-0400 FAX No):(516)576-1177 100 Sunnyside Blvd E-MAIL Woodbury,NY 11797 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Southwest Marine&General Insurance Company 12294 INSURED INSURER B: North Island Contracting Inc INSURERC: 11 East End Road INSURER D: Rocky Point,NY 11778 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER DD Y MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FX�OCCUR GL2022RLH00464 11/11/2022 11/11/2023 DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-0 ED PROPERTY DAMAGE AUTOS ONLY AUTOS NLY Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Certificate is evidence of insurance for the named insured.Subject to policy terms,conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd Southold,NY 11971 AUTHORIZED REPRESENTATIVE ORD 25(2016/03) ©1988-2016 ACORD CORPORATION. All rights reserved. \l The ACORD name and logo are registered marks of ACORD l Fw Workers! >rM Certificate`of Attestation of Exemption S AH Com Board � d� from New York State Workers'Compensation and/or Disai,i ity and.Paad Family Leave Beliefits:Igsuranc�e:Coverage *i7*#4f0M cmmot be,used to waire dw irar*eW rompensa va,rig v or v�iTigutii, z i f,.any ' The alflie wt May.iw.thi's Certificate of Attestation of Excmplion ONLY to,slim a govament entity I]=New.York StaaG s c.irqrkas'.compe,nsati6t aoftr ili:-ohiliiy a1 paid Cannily lcavt:bean fits insurancc is not required. -M applicant .form w-Auw am Aber W'51 nos or,.tbat bu-sincWs'Ins==oaurra r,tkat such insurance-is rio€requite _ Pl � _thi3 ft, �6 lk ,g+u cr merit"tits.rlmm which v us?r"uestit permit,license or icotrtrac Crtiiiftte will . . 1w W-Z age year Tdatedouthef6m. e3' + +sir" � t� l �#ii#g T m1• tnctA�icl ): _ 1Ti ivy + Irrv= ' aFsttbm. _thatxt s.N T ItF,(jPi,)i O TO 04'i'AI i.N7EW Y ORIK STAi TF..SAFX""C ' Dil i► ,►'' ?4IF Ssi Itd$+i i i�1►I1TCE.CoM[i i6i 40� f ro JOV6 `e4,"Xi. 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C ii retn+u3 rrii 1}r:z�.y4e+�. rrn i s sa:� e.$�rr in ira� ,'th;31 t ab-fats : t or s aiiel!nsal��Ibis C s i c ce iif A tea ximi csf eisi i;ui�.0 err sf .�*r�it tins r }�-r,ua .C:t°vitF,�r ffiiri Lrst l cnxi iiid Zhnt sriV f8h*IU*t**RkM,r PtCXM ata er con4X&MCat wol subjoa,tic to fdcdt &ibiins:.p ec ion,ir4Udiq ja7 2*Lad c:,•% lis�li�in ttc�r;tt ce ui sh.she i 1c i�x .s'{;c-rsj�ei;:uicxi 1,skw nil s hrr;�tasv l'avik.Suitr laws..it v#tshr "i:ASjfs�lii f_:rriifici�t4 4l. �t>rs35i i Eixsmv6n i,;grin C+y�t��tt�c»L+erslit� listcil ivtiii,i fxri a i:lry lliriii Liiat st'titiiur�stnti� th:zn e: $i;i! ierkcr.,.cmnp--i-c3iov inxunmce�ru rrir d giFt'isisisi n paid f&a1s�y 3csrt'v'bctaefits t v z;s:,'gttirai.LiiC bye r ik ssal Ic i xYUTY,Yvifl sunncsli_i�l�t isri Prve�c.eti Nr�� ?si.l�Sim sPoq hC N T CT%' xa azic . i is �,brz f stibi:ia�_ d`pa d,fariul}.ica c l eacvu caxc� p$Ti@ Esc+iAti�le�i�Ptfr fnasixh�+tc of�nisi��?crime�i forsa����rtr eel [he tiatr c 11ie" a z' �sri nx?i: zi.Bq "thy.¢ov triucist+styli t tii�k>n . S SrI :ift Datt s ?-I-fi IDlUII MC' t8' F . 1=04318 A; 1i1.21 "2031' - �. , _ . �{'YS Si�pi$ '?�c`impena�ixi.B►i�cct, .3i:-;:;.-:�aR€d:, +ecw;,:i'�,rK�e...::�',.niaam^,:k:?�'��:,::r�u-�; eM:riar,�.,;;rrsasS«a:....,,::,:e;;aia:s-...::,,;..w=.«::u;,:...,.-.,�.,...a»'aa«::Y.,,...,-,..,,.:..:-c:.:'::C�u3. a::cH^mom-.r.�,r.,:a.:.i.rox,..as::.:i:;:s.cw:�-an•.`e :�..sr< `. ":r":a;;::-.::rse:�,:.»,�H. NORTISL-05 TZU BIZARRETA CERTIFICATE OF LIABILITY INSURANCE FDA (MMIDDIYYYY)4/21/2021 TE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#BR-767175 CONTACT NAME: Plainview,NY-B&G Group-Hub International Northeast Limited PHONE FAX 55 West Ames Court Suite 400 (A/c,No,E:t):(516)576-0400 (A/C,No):(516)576-1177 Plainview,NY 11803 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Southwest Marine&General Insurance Company 12294 INSURED INSURER B: North Island Contracting Inc INSURERC: 11 East End Road INSURER D: Rocky Point,NY 11778 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE-BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DD/YYYY1 (MMIDDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1'000'000 CLAIMS-MADE [X] OCCUR GL202ORLH00570 11/11/2020 11/11/2021 PREM SESO a oNcur ante $ 100,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑X JECOT- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY Ea BINEDtSINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory'inNH)If yes,describe under E.L.DISEASE-EA EMPLOYE $ DESCRIPTION OF OPERATIONS below I I I E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate is evidence of insurance for the named insured.Subject to policy terms,conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd Southold,NY 11971 1 AUTHORIZED REPRESENTATIVE :ORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD q �1 A OJJ BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS (INDIVIDUAL OR CORPORATION) co Py STANDARD NYBTU FORM 8007 CAUTION,TI[IS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY A'ITORNr:YS FOR SELLGR AND PURCHASER BEFORE SIGNING. THIS INDENTURE,made tite /,S'"day of ��q�t�ar l 2021 between JULIE HALPIN,n/k/a JULIE IIALPIN ANDERSON,as surviving joint tenant of Richard Anderson,who passed away on 6/29/2007 a resident of New York County,New York,residing at 333 East 301h Street,Apt.4M,New York,NY 10016 party of tite first part,and JOHN C.GIBBONS and MARISSA GIBBONS, 14,3 &4sZp1j e -1le E UJ� residing at 220 Water St.,Apt.334,Brooklyn,NY 11201 party of the second pan, YVITNESSETIl,that the party of the First pail,in consideration of Ten Dollars and other lawful consideration,lawful money of the United States,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 second pall forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being at Grecnport,Town of Southold,County of Suffolk and State of New York. SEE SCI II,:DULI:'A'A'17'ACI IED I IERI'1'0 AND MADE'A PAR'r 1113111101, Being and intended to be the same premises conveyed by deed dated 09/18/1998 recorded 10/01/1998 in Liber 11920 page 446. 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 IIAVE•AND TO HOLD the premises herein granted unto the party of the second pall,the heirs or successors and assigns of the party of the second part forever. AND the party of the f first part,covenants that the party of the first pall 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 pall will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"pally"shall be construed as if it read"parties"whenever the sense of this indenture So requires. IN 6VITNESS 6VHEREOF,the pally of the first part has duly executed this deed the day and year first above written. r J Q JULIE HALP N n/k/a JULIE IT PIN ANDEI SON NYSBA Residential Real Estate Forms an HotDocs'(9)(10) Copyright CapsoR'Development • 1 FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO.7404-009972 SCHEDULE A-1 (Description of the Land) For Tax Map ID(s): 1000-025.00-04.00-011.001 AMENDED 1/8/2021 ALL that certain plot,piece or parcel of land,situate,lying and being at Orient,Town of Southold,County of Suffolk and State of New York,more particularly bounded and described as follows: BEGINNING at a point on the southerly side of Orchard Street which said point is located 890.5 feet east along the southerly side of Orchard Street from the intersection formed by the easterly side of Navy Road with the southerly side of Orchard Street; RUNNING THENCE along the southerly side of Orchard Street: 1.North 87 degrees 40 minutes 40 seconds East 80.87 feet; 2.South 65 degrees 35 minutes 35 seconds East 276.28 feet to an iron pipe; THENCE South 11 degrees 56 minutes 10 seconds West 273.94 feet to a point; THENCE North 65 degrees 42 minutes 20 seconds West 268.63 feet to a point; THENCE North 11 degrees 56 minutes 10 seconds East 86.73 feet; THENCE North 14 degrees 52 minutes 20 seconds West 189.89 feet to the southerly side of Orchard Street,the point or place of BEGINNING. THE POLICY TO BE ISSUED under this commitment will insure the title to such buildings and improvements on the premises which by law constitute real property. FOR CONVEYANCING ONLY: Together with all the right,title and interest of the party of the first part, of in and to the land lying in the street in front of and adjoining said premises. END OF SCHEDULE A Commitment for Title Insurance Printed 01.08,21 Q 09 40 AM Schedule A-1 Descitoon NY-FT-FRVH-01070.431004-SPS-1.20-7404.009972 STATE OF NEW YORK ) ss.: COUNTY OF .:51F7'0tiff ) On the /S day of-�IQ in the year 2021,before me,the undersigned personally appeared Julie Iialpin n/k/a Julie Halpin Anderson,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the salve in her capacity,that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted,executed the instrument. f Y PUBLIC aoa/ DEED 14fte NSection 025.00 Block 04.00 HALPIN/ANDERSON Lot 011.001 County or Town SUFFOLK To GIBBONS Return By Mail To: David.I.Jannurri,Esq. P.O.Box 1672 Mattituck,NY 1.1952 Reserve This Space For Use Of Recording Office NYSBA Residential Real Estate Forms on I lotDocs'(9/00) Copyright Capsoli'Development ORCHARD STREET 276.28' LEGEND S 65'35 35 (S 65'42'20" E 275.08' DEED) OsO ROAD LINE AS MONUMENTED PIPE FOUND EDGE OF PAVEMENT eo 'y' EDGE OF WOODS SPOT ELEVATION 000 ------- ELECTRIC CONTROL BOX UTILITY POLE Ji- 1 ,ago.5 L NOTES: A 1. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A ozz -7+ TITLE REPORT AND THEREFORE, THE EXISTENCE OF < 0 GS ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR RI-2HTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN OR ADDRESSED. A 2. PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. 3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. 4. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFJC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDJNGS OR ANY OTHER CONSTRUCTION. S. LOT ARPA = sn,1.32 ;n(JAPF FFFT np I R.39.9 4('RFS 6. DEED REFERENCE: LIBER 11920 PAGE 426. to 0 L." R.B. Ufa A.V.P. C.W. • Barrett PIPE 'Z FOUND 4, Bonacci & N 65*42'2()" W 268.63" Van Weele, Pc TAX LOT 11.7 M-AP OF BAYV!EW FARM A TI ORIENT Engineers Surveyors Planners 175A Commerce Drive Hcuppauge,NY 11788 T631.435.111 IF 631,435,1022 -v^vwJ)bvpc.com Tax .Map: DISTRICT1000 SEC TiON25 BLOCK LOT 11.1 PROPERTY SITUATE ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. CERTIFIED TO: BOUNDARY SURVEY JOHN C. GIBBONS MARISSA GIBBONS Q 2020 15WK LN+: TOPO FIDELITY NATIONAL TITLE CO. VIEW TOPO BNB BANK DECEMBER 2,2020 I. = 30. A20076)2 of / PROPOSED 1/A ON-SITE SANITARY SYSTEM x 31 G5 x 32.21 AEROBIC TREATMENT PLANT: CLOSEST CROSS STREET: � ORCHARD STREET `''�-�-` \ I - FUJI GLEAN USA ENHANCED TREATMENT UNIT(ETU), \ • .. MODEL GENT (GRAVITY SYSTEM, DESIGN FLOW: 700 6PD) TABOR RD. ASPHALT PAVEMENT 31.61\ 3LGI UNIT INGL5, B ER LVELOW MODEL MACIOOR,SYSTEM CONTROLLER / 30.41 (OP/CNTRL CENTER)W ALARM BEACON 4 AUDIBLE HORN ALARM NYTI3 \ NYTI4 / (LOCATED REMOTELY,AS SHOWN) ' SPI PRov1DE: SUBJECT / 3L1 2'U/6 ELEG GNO FROM AERATION CHAMBER(A.G,) TO OPS NYTI2 o r r r r •• 2'U/6 VENT GND FROM PRE TANK(P.T)TO HOUSE STACK PROPERTY S 65 42 20 E X 275.08 • • I.l /� LOT I 6FI CONVENIENCE RECEPTACLE NEARBY CONTROL_PANEL X IN SUBDIVISION P • " MAINTAIN REQUIREb SEPARATION DISTANCES,DW6 SP2 2IIA8 $� • \ �� PROPO5ED U/G SERVICES BAYVIEW FARM AT OP.IENT SEE DETAIL,DW6 5P2 POWER AND COMMUNICATION LINES TO BE > M#7045 PROPOSED LEACHING FIELD INSTALLED PER PROVIDER5 REQUIREMENTS, INSTALL IN COMMON UTILITY TRENCH FILED: 1/I01/Ig82 (2)&0 x&EFF.OP LEACHING POOLS O LOCATION FOR 50%EXPANSION SHOWN »' W / MAINTAIN SEPARATION 015TANGE5 �0�� / NO SURFACE WATERS • MAINTAIN 5%6RADE OVR 20'AROUND SANITARY SYSTEM 24.86 Q0 \ I WITHIN 300 FT OF SEE DETAILS ON DWG SP2 \ LOCATION MAP. PROPERTY LINE COMPONENTS AND PIPING: NOT TO SCALE D15TRIBUTION POOL- I -4'�PRE-CAST P15TRI13UTION POOL(5EE DTL ON 5P2) 30.5 J USE ENDGAP LEVELING DEVICES"GAL) PROPOSED INNOVATIVE AND ALTERNATIVE / \ -5,TH • MAINTAIN SEPARATION DISTANCES,THIS DW6 ON-SITE WASTEWATER TREATMENT / \ ~ • SEE DETAIL ON DW6 SP2 / PIPING: SANITARY SITE PLAN: us \ \ / 4'5OR 35 TRANSPORT PIPE(TYPICAL,U.01� J • 4'50R 35 DISTRIBUTION PIPE(OVER 65F ONLY)PERFORATED, SITUATE AT: �\. MAINTAIN GRADE OVER W Y2 V HOLES AT 8 AND 4 OCLOCK(INSTALL LEVEL) TOWN R ST. ORIENT, � fix•V� ` GF �- � \ � ORCHARD ST. ORIENT, NY DATUM: NAVD88 pM ENHANCED TREATMENT UNIT (ETU) MAINTAIN 6RAOE 5'BEYOND EDGE OF ETU,THEN TAPER DOWN F \50 p TO NATURAL 6RADE 6 33%(EWATE5 TO I'DROP IN ELEVATION / \ MAINTAIN GRADE OVER PRECAST STRUCTURES SGTM No.: �-025.00-044--0 - O OI I.001 I OVER 3'LATERAL DISTANCE) MAINTAIN 5%GRADE WITHIN 20'OF EDGE OF PRECAST GROUNDWATER MANAGEMENT ZONE: IV 600 6PD AG ( / ) \ STRUCTURES(EQUATES TO I DROP IN ELEVATION OVER �•` x32.0 20'LATERAL 015TAWE),THEN TAPER SOIL DOWN TO SOE01VI51ON NAME 'BAYVIEW FARM AT ORIENT', �/4' PVG CONDUIT - AIR TO UNIT, r 0 2" PVC, VENT THRU ROOF OF DWLG r r��� \ MEET NATURAL 6PADE FILE MAP: 7045, FILE DATE: JANUARY IQ, Ig82 O EXTEND A MINIM OF b ABOVE THE ROOF LINE AND R - /^\ �/ EXIST ^. MINIMUM HORIZONTAL 5EPE3RATION OF 12 TO THE 1 EXP i 1 30.5x I SLOPED PORTION OF THE ROOF(PER BLD6 CODE) pRpP05ED x / ' N-15. EXISTING TEST , 6RAVEL DRIVE _ u' x32.0 123 SITE DATA: WELL �l HOLE I PROPOSED 32p >.�x32.o ���! J • REMOTE FUJI�GNTRL GNTR AND BLOWER TO BE LOT AREA: 80,343 SQ.FT. 0.84 AG) N/P , `�C / MOUNTED 35 ABOVE 6RADE OR ABOVE BFE • &ROLOT COVERAGE: EXISTING : PROPOSED. \ 57Q \ PROPOSED p WHICHEVER 15 HIGHER(5EE H FRAME DTL,DWG SP2) DWELLING VACANT 2,261 50.FT. (6.091%) ( CONTOUR TV EL.33.0' • CONTROL PANEL AND REMOTE AIR COMPRESSOR R.O. PORCH VAGANT 12Q 50.FT. (0.52%) LOCATION FOR OWT515 APPROXIMATE. VERIFY R.O. PATIO VACANT 200 50.FT. (1.45%) re WITH OWNER PRIOR TO INSTALLATION. LOT COVERAGE: 0.0 SO.FT. 0.0� 2 O SQ.FT_ ( ) ,5�i (3 2295) EXISTING cE55PooL I `as�c / x3zo , • PROVIDE CONVENIENCE 6FI RECEPTACLE SUBJECT PROPERTY CURRENTLY: O O aqe �� NEARBY CONTROL PNL SERVIGE'FROM MAIN MIND )5 NO UNDERGROUND STORAGE TANKS EXIST ON THIS SITE. r l FFs�r ! so - �,1 Q� 5 PROVIDE 20 AMP ELECTRICAL AN MERGROUND WOO 6AL L.P.TANK HAS BEEN PROPOSED FOR THIS SITE.THE MINIMUM (m FROM f i �`Sfi ,� 'I� PANEL IN DWELLING. SEE DETAILS ON DWG 5P2 20'SEPARATION FROM TAN,TO SANITARY COMPONENTS HAS BEEN MAINTAINED. Q r srs �. ��' 5TORM DRAINAGE 5Y5TEM: NO STORM DRAINAGE STRUCTURE EXIST ON THIS SITE. ' [� 1"- ' TEST HOLE DATA NO DRAINAGE COMPONENT HAS BEEN PROP05ED FOR THIS SITE. o V \ V - �''d(? 31.5x2 5 R�FR DWLG N EL.30.5POSED ' oA 5ANITARY 5YSTEM: �/ � www.di netn cli.cam / , _ NO 5ANITARY SYSTEM CURRENTLY EXISTS ON THIS PROPERLY. Q g y �,9 _ ,-.., FIN.FL.EL. 34.0 �j 9f'1C''P4"(✓�KCI1"( wv1w.call811.com W/BASEMENT o, 0 - $,i✓���i17,86 (for other states) •�9� / ` ,v _ (6 BEDROOM) / PALE BROWN I/A OWTS UNIT SIZING: Q X < 800Q �7 Q �- _,tip ,��0 6 FINE SAND w/ SLD.H-5.DM510N OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND W Ll- -272-4480 I 81 \ / �a' _ - Q` L� \ 10%6RA1/EL 5W CON5TRUCTTON FOR 5EwA6E DISPOSAL SYSTEM FOR 51N6LE-FAMILY RESIDENCES X Z 0 \ DATED:DECEMBER 2%2011 O \ S _ AREA: -o V �� \ TABLE 3, MINIMUM I/A ON-SITE WA5TEWATER TREATMENT CAPACITIES (X] Q B law,excavators and contractors working in For safe reasons,homeowners are strongly �' b BEDROOM DWEWN6: v g ri g y i \ 2261 SQ;FT. �o / PROPOSED GROUND L(� the five boroughs of New York City and Nassau encouraged to call as well when planning any Q MMIMUM TANK CAPACITY =660 GALLONS and Suffolk Counties on Long Island must type of digging on their property. / TS / IN-GROUND WATER Oj d) contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at \ (t`J �Js- o� SWIMMING POOL 25't 0 EL. 14D _____ -165 n t) 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the �� \ nr� p-_ / ' -� I/A OWTS UNIT LOAD CALCULATION: +� (excluding weekends and legal holidays)prior national call before you dig number.For O �Q 'lo ^ •jet WRIER IN PALE O to beginning any mechanized digging or excavation work completed on personal \ ��R ^j \ ` BROWN FINE 110 6PD x 6 BEDROOMS = 660 6PD TL FLOW REQUIRED > = Q excavation work to ensure underground lines property,it is the contractor's / G��C / \ \�t1 y7o / �'MIN / �1 SAND w/10% PROPOSED SANITARY'DESIGN FLOW=bbo 6PD are marked.Excavators and contractors can responsibility--NOT the homeowner's--to p� p, , GRAVEL c�tN , USE: - also submit locate requests online,through contact DigNet.Having utility lines marked �Q6� / \ / E_. 135 -ED USE FUJI ENHANCED TREATMENT UNIT ,TIC.If you do not currently use ITIC,please: prior to digging is free of charge. / p PROPOSED 1' •• MODEL No.GENT,GRAVITY SYSTEM call 1-800-524-7603 for more information. g EXIST. BY: `�i c 1,000 6AL '�' CESSPOOL McDONALD 6E05GIENGE TREATMENT GAPAGITY: 100 6PD �- U/G PROPANE TANK F ON ob-12-1492 „ � KRAN57E.-CAPACITY,100 6PD64 6AL �T�1 J y INSTALL PER NFPA 58 1c. •• MAINTAIN REQUIRED SEPARATION DISTANCES W LU SEE DETAIL FOR I Iir`,,,>s tTi"_rf. as _•:-, INFORMATION,DW6 SP2 ~ ECcEND: REWORKED CONTOUR b...... • lam\ r , "callr. room : Dept.. Hoa1tF-a S"ninffiv�s. � SANITARY LEACHING POOL SIZING: ENGINEER: - - F? v- - - --- 6- ' C3 4 hours in I PER 5.G.DN.S.PM510N OF ENVIRONMENTAL QUALITY PROPERTY LINE EXI51IN6 CONTOUR / ��"I c;; a ,.. 2- d �, --- R STANDARDS FOR APPROVAL OF PLANS AND CON�'TRUGTION FOR SEWAGE DISPOSAL SYSTEM -S`..wu - PROPO`�H2 LODITCUR b / t revI Fite, 66o rx.;+"Bvti!E�6, v in tpc,:'tian(rl. FOR SINGLE-FAMILY RESIOENGE5 '` `Y N PRINCIPLE YD SETBACK - - - - - DATED, DEGN MBEIR 29,2011 ��� __._..._.._._ ..A�..- -,..,p.. -..,M �.. • ...�... ,gyp PROP SANITARY PIPE -S --� EXI51IN6 SPOT ELEVATION x6.0 �� � \ REQUIREMENT PER TABLE 51 EXISTING SPOT ELEVATION MINIMUM LEPLHIN6 SYSTEM FOR A 5-6 BEDROOM RE51013MAL PROJECT PROP.STORM DRAINAGE PIPE -so--5D- - / - --- �� MINIMUM LEACHING SYSTEM(4OO 50 FT SIOEWALL AREA) _ f , FINISHED FLOOR ELEVATION F-FL EL. = Design Professionals Certification Required. MINIMUM 50%EXPANDED SYSTEM(b00 SOFT.SIDEWALL AREA) m PROP U/6 WATER SERVICE -"'- EXI5TIN6 UTILITY POLE rQ, Submit P.E. or R.A. Certification For EXI5TIN5 OVERHEAD UTILITY LINE, - \ The Installation and Construction of the Sewage DisposnI Sy,ltem SANITARY LEACHING POOL DESIGN: �� _ �✓ . TEST HOLE S I�� ���I�l ti. •n '••,;, G/ PROP.U/G ELEGTRICAUCOMMINICATI01�1 ✓ Use Form WWM-073REQUIREMENT- SERVICE LEACHING SYSTEM FLOW LINES, -E--E E --1 400 SOFT LEACHING AREA/25D'SQ.FTJVERT FT= 16 VERT FT REQTD U/6--U/6 U/6- PROPOSED SANITARY SYSTEM: � JEFFTREY T. BUTLER, P.E. PROP05ED SANITARY 5Y5TEM: O CO'Vr3Z TO 6RADE � 50 15 O 50 60 CIO 120 150 USE: -� O-�RAPHIG SCALE 111 = 50.-0.. (2)8'�x V EFF.DEPTH LEAGHIN6 POOLS _ W MIN.LEAC4*6 AREA REQ'D' = 400 SOFT.OF 51PENALL L.EAGHIN5 AREA Q O GOVB2 TO GRADE r - '-© «��� SIDE WALL LEACHING AREA PROVIDED = 400 5F COVER BLW GRADE I Q Q FUJI GLEAN USA \ - -- LEACHING EXPANSION 32.8 x32.2 O ENHANCED TREATMENT UNIT(ETU) POOL / �1 POOL `l o r r r r 2"U/6 PVC,VENT, UPON 50%EXPANSION INSTALL AN ADDITIONAL: Fes-- 1 LP , ,ExP - N 65 42 20 W 268.64 TIE INTO HOUSE PR0P05W p)b'm x b'EFF.DEPTH LEACHING POOL OS VENT STACK 6 BEDROOM E' MIN.LEACHING AREA REO'D' =600 SOFT.OF 51DEWALL LEACHING AREA VAN N05T1?AND FIN FL.EL.34.0 SIDE WALL LEAGHIN6 AREA TO BE PROVIDED UPON EXPAN5ION =b0o 5.F O 0 § )L EXGE.._, OF 150' TO ANY -_ I..� !� SEPARATION DISTANCE REOT-T5 FOR WELL OR GESSPOOL �GovER� Z O CD SANITARY 5EPTI6 TANKS, I/A OND W PUMP 5TA OR MANHOLE (RE5IDENTI&L • &L THERMOPLASTIC,COVERS MUST BE SET AT FINI5FED Z � �} MIN.HORIZONTAL SEPARATION D15TANGE5, MAINTAIN 5%6RADEe PROVIDE LOVERS, PROVIDE COVER: 6RADE AND MUST BE LOCKING,WATERTIGHT,IW-ELT-PROOF, PPOP05ED GRADE o FACE OF I I SEE DRAWING 5P2 FOR SANITARY 5TRYTURE/COMPONENT DETAILS W Q Q Q A.BUILDING W/CELLAR= 10`1 A MAXIMUM 5%5HALL BE MAINTAINED FOR A MINIMUM OF 20' MEd REQUIRED TO BE SET AT FINISHED 6RADE USE: WHET REQUIRED TO BE SET AT FIN.6RD, FLAT,SKID PROOF AND BE APPROVED FOR SEWAGE USE DWELLING=EL.133.03' B.BUILDIN6 ON SLAB=5'-0' HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING POOLS (All DISTRIBUTION 6AI1FY5/POOLS)EAST IRON COVERS-LOCKING,WATERTIGHT, USE HEAVY DUTY,WATER116HT,INSECT-PROOF • IF A RISER COVER I�E16H5 LE55 THAN 60 LB5 A SECCIWARY (IS"MIN 6RD GVR OVR OUTLET PIPE) I I O C.PORCHES,DECKS,HOUSE OVERHANGS, BEFORE TAPERING OFF TO PREVENT SEEPAGE OF THE LEACHATE INSECT-PROOF,FLAT,SKID PROOF AND BE APPROVED FOR 5EK66E USE ADJUSTABLE AND LOCKING GA5T IRON FRAME t 5AFETY LID OF DEVICE SHALL BE PROVIDED. SEE DETAIL 015 DW6) I I NOTE: �- CANT11-MR5,ETC,=5'-0' THROUGH THE TOE OR E06E OF THE SLOPE(EQUATES TO MAXIRM WHEN NOT REQUIRED TO BE SET AT FIN15HM 6RAPE USE. COVER(GAMPBELL 102 G OR APPROVED EQUAL) I 1 LU 1 jL pRpp054� •THESE PLANS ARE DE516NE7 TO COMPLY WITH... D.WATER LINg= 10'-O' DROP OF 12"OVER 20'HORIZONTAL) (ALL LEACHING GALLEYS/POOLS)pRECAST REINF.GOFK.IRETi=LAVER(OR EQUAL) EXIST./PROP.GRADE OVER ETU® EL�32D' I I � ~ Q E.SURFACE WATER(I^EILANDS)=75"1 EAST./PROP.6RADE GD. •UNOFFICIAL COMPILATION OF CODES Ru E5 AND RELATION OF THE STATE OF NEW 7- LU 0 F.PUBLIC WELL=200'-0' OVER OB 0 EL.32.0' 24' 1a• la° y 1 1 YORK TITLE 10 DEPARTMENT OF HEATH.CHAPTER II.PART 5.STANDARDS FOR 6.PRIVATE WELL=15'-0' / P '� MANHOLE MANHOLE MANHOLE �, �i�i /�/\/\/\ �.'EX.6RD I I INDIVIDUAL ONSITE WATER SUPPLY AND INDIVIDUAL ONSITE WASTEWATER 1TREA11HB1T OVER LEACHING 5YS a EL.01 AV 'ij:ij'//'j /\'/\//�//�//�//�%'//<;;''//'//'//.�!%'//�': /�//:,ij'/, j, r/j//`//j/j%j%%j!j//j\///\\//jam//\\//j//j//j//j//j///\\ EL-32 0' I I SYSTEMS. APPENDIX l5-A N H.RETAIFUN6 WALL MITRPROOF)=10'-O' \\;\\\\\� CDP ,,\\,\\, \,\\•\\ \\\\\ \\\\\\\\ \i\\\\\\\\ \\\ \\ \\ \� \\ \\ \\ \\ \\ \\ - ~ i v / /•./ // / '/ / // //• //i• / --- ' / :% �/ // // // //i// // // /'//,./j / /j �i // / _ // //\//\/\//\/\//\/\r\/\/\/�/�/\/\/\/i\,1\ . \ \G S.GD.HS. 'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SE AGE In O J.U/6 FUEL TANKS- 10-0 \\!\\%\\/\\/\\!\\/\\/\\/\\/\\/���\\/�\!��/,\!�\�\ \\ \ .�\/; \ :.' �- T.O.SLAB:EL.3121 ,/\\/\/\\/\/\�/.�/\\/\\/ �, / /\/\/\/\/\, \/\/\/\/\;�/ /\/\/\/\ \i \/\/\/\/\//\/\/./y/��/L/�.,(i�/�L�� - 1 Q ■ --u� ;`�; < < < , --- �\ \� \/\\/`�/\\/\\/\� \\/\\/\\/;/\\:\.\\/\/\\/ \,\\,\\\\ \\j\\i\\ D15POSAL SYSTEMS FOR 51NGLE-FAMILY RESIDENCES-DATED 12-24-2011. K.U/6 UTIUTIES=5-0 //\//✓/\// \ \// /.C�/ \� \�i /\/i\� \// /\ \� B.O.SLABc E_.30.11'✓/, �/ �/ �/ // i.//✓�•./i // /`�/\// is/.\%\// w Q Q I N L.ROAD STORM DRAMS = 20'-0" \ \\//\\ \\//\\/�\ \:\ \y/�; �\ \j/\\ \\ \\ �\/�\ ;\ \. ,\ \;\; >\y v: y y\il. NATIVE i\�\\\: \\�! Q CAVED M.ON STORM DRAINS= 10'-0' \\/\\/\UNDISTURBED\%i \ \ \/\�\ 4 \\�\\ \��\��\��\i UNDISTURBED 501E /i//�/, i. N DISTRIBUTION POOL y .;,y \ \ \`\�'\\\���\`�\' T-+ ~ O J 1 Q \/ . \ \ \ \ �\ \ \ \ \ \ \ 4 SOR 35 PIPE IE® DWL6. O Q O (1i H GATGH BASINS(NOPN-LEACHING)=5-0 j\ SOIL IE®OB= O.E.0 ETU If-0 ETU - \\��\ DWELLIN6 TO ETU,105 LIN.FT. O.SANITARY LEACHING POOL=V-O' \i '" " �� = EL 30BI \/ „ S CDHS REF. No. \� \\'\\� \\\\'.•', .30'.' t; 4'4 WR 35 PIPE Ei 29DI' EL.30b1 >\ /EL 30.98 \/�/ MINIMUM SLOPE=Y /LIH FT W Q N P.5EPTIG TANK,PUMP 5TA OR M.H.=5-0 / //\\/\\/�\\/w• "�EAx SAND F.E ; FROM DB TO LP 4'0 5DR 35 PIPE \�/\�\ ��/j�/j�/j�/ 105 LG xy4 -2b3 -022 MIN SNIPE ,^ Q.PROPERTY LINES=5'-0" \/\/ / , (TI'P16AI) '.. :.G E \\ \ \ \ \ U, N R.SWIMMING POOL=20'-0" //\\//\\//ti" . GOLLN2.(`TYP) , 6.25 LIH.FT. FROM ETU TO DB bD LIN.FT. '/// \ % /�% _ N B.O.POOL a \ , \ \ S.TOP OF EMBANKMENT OR STEEP SLOPE \//\v •': r EL.2851' ' �j /j//\/j LL- - r (WORSE CASE) g \ \ \ \ O / / MIN.SLOPE=Ya /LIN FT / / / /. •• 05%SLOPE OR 6REATEPJ=25'-0' \//i LEACHING POOL MIN.SLOPE�f'e"/L.F. 0 bD'LG xYa =0.13,V =0.11'MIN SLOPE �\ >G T.BLUFF=65'-0' \; , .. ..' (I OF 2) : . \b25 L6 x ye - IDS = N /� \//\//\/ O : ... 30,... : Z W �. �• •. •• • ' •:•. `Y<o.oa MIN SLOPE U.DECK/RAMP =5'-0' ... O.INV. =EL.30.41 � /\\� FUJI \ Z [�] U-EANSANTI'. :.r: ENHANCEDTREATMENTUNIT(ETU) �� li C` " E,•�rTi:-mi,r C `Y ,LTt{ E€ �110ES O Q SEPARATION DISTANCE REQUIREMENTS FOR :.GOIlRR.(TYf�) MODEL CENT O SANITARY LEACHING STRUCTURES (RESIDENTIAL): ;• ::: ` • PROPOSED -_�;; ' 'r,CIVAL 01_ C0NSTI`;;.UCi"Io:>< F(?,; A V MINIMUM HORIZONTAL SEPARATION DISTANCE''_ M. ON-SITE STORM DRAINS OR n 1 A. BUILDING W/CELLAR= 10'-0" REGHARfE BANS°10'-0 - : ::: :. : • '; B.O.ETU = .25Bq SANITARY RISER DIAGRAM A:r"!1_V r I_,� B. BUILDING ON SLAB-10-0 N. CATCH BA51N5,NON LEACHING 10'-0 G. PORCHES,DECKS,HOUSE OVERHANG, 0. SAFE LEACHING POOLS=b'-0' .•: .. :. • . . ''NSA.ALL 6ALI:EYS�.EL 22.38'. : ' , • PAGE: CANTILEVERS,ETC =5'-0' P. PROPERTY LINE=5'-0' D. WATER LINES=Io-0 Q TOP OF EMBANCNBdT OR STEEP SNIPE ,. ...•. •.� `':. "' . ' . ' . ' •. : • .: ,••,.• •'�• " • •• • • '` ' . ', INNOVATIVE/ALTERNATIVE ON 6 MIN PENETRATION INTO.A.': : ''a. , WASTEWATER TREATMENT SYSTEM D e'T 12i31 i2o -I- - i~;.;=`-. e,w, R-20-1 998 E. SURFACE WATER A^ETLANM) =IOO-0 (15%SLOPE OR 5REATER)=25-0 I F. PUBLIC WELL=200"1 R. BLUFF-b5'-0" ��•. VIRGIN STRAtl4 OF gAf�J:AND GRAVEL - -- SCALE: NONE I t.,. .r,. r • rs. , ",! r " 6. PRIVATE WELL= 100'/150 5. 5EPTIG TANG,PUMP 5TA,6REA5E TRAPAR ; .` •. -ir :' i .�" BFPRooms H. RET.WALL MITRPROFF)= 10'-0' MANHOLE=b'-0' _ J. U/6 FUEL TAWS= IO'-0' T. SWIMMING POOL=20-0" I I_, :` " `r"¢�A';`, (y,"',x 3 :y" `l�ATE 0c AF1 P' 0VAL K. U/6 UTILITIES=5'1 U. DECK/RAM'=5'-0' J . '1416HE5T EXPE6TED:6(.dW.-WATER 6 EL: 140• L. ROAD STORM DRAINS OR ;..;6ROUND•WATEK 6 EL.14.O'(TEST HOLF,J SGDHS APPROVAL AREAL RECHARfE BASINS=20-0' of 2 SCDHS SET FUJI CLEAN USA GEM 8 2' (2) 2x8 x(LENGTH TO SUIT)AGO TREATMENT CHAMBER vok"(gau Alarm Circuit Breaker (TYP) SYSTEM MODE. 3.0' 2.T 2.1' � Sec�rtertotlon � � Test/Normal/ HORIZONTAL GR055 MEMBERS Float Switch, Pressure Switch, PROVIDE COVERS, MPG BLOWER MODEL FUJI MAC, Q) Anwroblc Flltration Cha*w 396 Test/Normal/Silence Switch USE(4)Y2'N GALV LAG BOLTFfi WEEP!REt2l11RED TO BESET AT FINISHED GRADE USE: IOORII Silence Switch 2-1/2 B © Amdc Contact Filtmtlen chamber IN HEAVY DUTY,WATBRT16N1T,INSECT-PROOF ADJUSTABLE AND l 0U'JN6 4 star Qo =m** s W/GALV.WASHER a HEAD • y�pVgTION SGIIMI BANE Circuit.Breaker I/A OWTS �_ ,. M � (1.1'P a EA.POST) CAST IRON FRAME E COVER(GAMPBML IIb2 G OR APPROVED EQUAL) PNL AIR FLOW VOLUME 100 L/min PIPE � O DlsAfectlon Chcxt�er b (Ext:ra component i( �° 4 AL RM FINI51�GRADE 35 GFM necessary,such as .<V,a� Alarm Beacon • d ALARM 6F1 • Total Vokrrne 10b4 \ RECIRCULATION '' NEMA 4X JOINT SEALANT TO \� �� \ �\�<� NORMAL PRESSURE 18 kPa/2.6 psi AIR UFr PUMP discharge pump) s • RECEPT • BE I BUTYL RU38ER © : THE CONTROL PANEL FOR ALL JOINTS-\ ° » ---- N N RATED VOLTAGE 120V \ \ DISINFECTION SPECIFICATIONS F ,»• 1. BOX MUST BE PEALED GriIN7DR(OPf10NAU Anaerol*media PP/PE Fnl Rate 92% � M Pressure Switch ` 5'INLET PIPE '.. ry-... 4x4x8M NIMUM GOVER�36" SUITAIDE ON A BLE PEDESTAL 2 Q BELOW GRADE INGASED IN WITHIN VIEW OF THE � - / 5'OUTLET PIPE " - / SYSTEM THAT IT CONCRETE INVERT a oo Board r Aerobic Meals PVC,/PP/PE PoI Rcte Tiffi POST FORMED TO AT 1FA51' - CAST IN PLACE FLEXIBLE FREQUENCY 60 Hz �- � , THREE-CYIARTERS OF f RUBBER SLEEVE WITH S.S. A / \ ® :. AerdHc Nedra PP/PE Fill Rota 5556 ;: PIPE DIAMETER - p - 4 STRAPS OR FLEXIBLE OUTLET PIPE 51ZE 13 mm ID(IBmm OD) i- Blazer 2b do p _.»� POURED CONCRETE IN 12 'n RUBBER BOOT. ss 4s d _ JJ 1 .f,�: k DIAMETER50NOTUBE. to 5'WALE- �' 51 ID( I64 OD) a r a A 1 SERVES.CONTROL / { CENTER SHALL BE INLET(5) WE16NfT 5.0k L(D ✓ PVC/PP/PE k ? y, / k (TYPICAL MOUNTED 3.5'ABV q FINISHED GRADE(MIN) EFFLUBJr Access covers Pktstk/Gast Iron ;i i { i r "�.? OUTLET(5) A. 11 LEIf AIR LIFT PUMP Dsinrectmt( rarnU Ch1whe Tablets , OR ABOVE BFE, a `' INLET BAFFLE «�+ ry ° PROVIDE �SEALANT PONE L&MA.`1PT10N Ib / © \ Q s AIo� Q ° ) t p t WHICHEVER 15 HIGHER. 4'-0'I.D. AMPERES ILIA FUJI CLEAN USA It ' rttyi { , '!:' , max �^: �.; Terminal Blocks GRADE ^+ POKER GABLE 3 x 18 AWG x IB m(5.439 ENHANCED TREATMENT UNIT (ETU) '•,.a ; ,� , , , � + TYPICAL NOTE-5: RECIRCULATION PIPE FLAW BAFFLE I/2"AIR INTAKE t r r � i„ # Y', I.ALL MANHOLE SECTIONS SHALL IeLEAN,wsoP]�UNs1 BJ MODEL CENT i s ,1 ; t r i~�L d4 Blower Flardevire r MANUFACTURER MADE IN JAPAN BY ' ' ( , R. n.' ' Li,e %/ �/ / // // /` PRE-OAST COVED CONFORM TO AS.TM.C-4Tb, SCALE:NONE ;a LATEST REV.57ND SPECS FOR FUJI GLEAN FLOW OPBi1N6(IYPJ USE FOR MOOIFICATONS TO SANITARY SYSTEMS , 4 �y.� k a� - O in PRECAST REINF.02 C.M.H. PLAN VIEW : R i y y y DISTRIBUTION MANHOLE 2 MANHOLE RI58R SECTION TO BE F. NOT TO SCALE FURNISHED IN 1,2�,OR 4'H,AS +'"icing Diagram REQD. 20'0 HDPE SECURE HEAVY GOv13t BY POLYL TrP. 20'0 HOPE SECURE 3.ALL.GONG-4000 P51 AT 28 OK HEAVY COVER BY DAY SET. POLYLOK,7YP. ( .:;�'X. + 1 i Hui n h` 'H' FRAME DETAIL - 4.ALL OUTLET ARE TO BE SET AT e THE SAME ELEV.,02'MIN BELOW 20'o SAFETY SGRffrI Float Alarm Line FOR CONTROL PANEL AND GFI RECEPTACLE Itt1.ET(5). BY POLYLOK,M. 20"0 SAFETY SCRM � BY POLYLOK,TYP. j ��. G ro u n d i n F; STRllGTURE FOR I/A OWT5 CONTROL PANEL MOUNTI N6 Watertight P:lock SCALE: NONE 20'0RISBZBY 18. 16, 24' f Fittings � DI51NFfCTION 24" 20"0 RISER BY POLYLOK,TrP. IIIIAI TOLE MANHOLE MANHOLE CYLINDER(OPnONAU MANHOLE POLYLOK Tyr. �) 'J HAW OPE INS STOPPER OR SUITABLE COVER Incornin,r,Air END PLUG FINISHED 6R/1DE � � �� Neutral Block po�,vF�r in T06RADE it CONCRETE T - Pressure Tubing COVER 2, it \ / \ / BOARD TYFE NOTE: ADDITIONAL CLEAN OUT SHALL N CONTACT�� FIN.GRADE , ;s z -^-5EW62 PIPE BE PROVIDED IN INTERIOR OF BLD6, NO E TRAP SHA LL BE PROVID ED - © Ui % , :; i'i 300 ELBOW PER IRG 2015,P3201.4 CONCRETE v r��iv i,,� ':`:,r. ::..:.>.::..:...:.::.,.. i...,`;<.,.<; ;`s:v i i , CHIMNEY 20" ivi� i REGRGULATIOtH �i i / i / MIN I _ \ ® ASrIBLY �i\yiv\iy O O '\!v'�y GOMPAGTED SELECT FILL TO r NPIGPtL ��5: i ----- /� \ - - O \ / - , �j ��, GROUND SURFACE SLOPE TRAFFIC AREAS,PROVIDE WITH //\ -- -- - \ /v � GRADE TO SHED WATER FROM EXTERIOR LE NOUT I.FOR GLEANOUTYS)LOCATED IN //� I LET- ® Z I / \2O ��j\/\\�\\\ \/�y/\y ►trs. 2.FOR USEIC WITH BUILDFRAME AND COVER m MIN 4 DIA. ® �i\i�i\ lF,/` / TANK LIDS. r l• APPROVED ® / ©/ \ �\)) \� EXTEN5101`6ZONL157GTTONS. �../ ({) PIPE PITCH ® `° I AEROBIC MB71A ( ^ Q y"PER 1'-0'. © l � 1/2'MIN.COMPACTED CRUSHED �°WYE F� AERATION A555B,BLY STONE BRIN6 STONE TO MID r- \� ® o SEAM of TANK GOMPAGTING N IN b-INCH LIFTS.31 MIN. �-- COLLAR COLLAR I \\/\ W m SECTION A-A VIEW SECTION B-B VIEW b"DEEP MINIMUM STONE BEDDING Q `0 FUJI ETU USE Y' -Y2'DIA.STONE,LEVEL TO WITHIN FTC }- \�\j 1/8"(FORE,AFT AND SIDE TO SIDE) F�■-� INSTALLATION DETAIL ,� \ w LL ®® l FUJI CLEAN BLOWERS--MAC-SERIES "R" PERFORMANCE CURVES (60 Hz) SCALE, NONE [-� X Z ®®® 28o FUJI CLEAN GENERAL NOTES: Q L/Min ` INDOORS 1 OUTDOORS 4 OWT5 CONTROL PANEL < US q,g CFM GROUND I THE ETU SHALL BE INSTALLED PER FUJI GLEAN INSTALLATION RECUIREMENTS AND AN'Y ADDITIONAL O = fS' (IN tiH'1A 4X BJGLO��la.'E) MAG200R 2 912,#126 IN I LUG REQUIREMENTS PER 5GDH5 AND THE DESIGN ENGINEER CONTAINED HEREIN. r L \� 2,40 BUILDING ( SCHEDULE BO N 4 2 3 l 5 6 6 2. THE DESIGN EN61NEER SHALL OBSERVE THE OWTS PRIOR TO BAGKFILL AND DURING SYSTEM r CL NO FIELD 3. THE OWTS SHALL BE TE5TED FOR WATER T16HTNE55 USING A METHOD APPROVED BY THE O 3�MI�N TO� I m 9'-0" I � L/Myl PONER PANS PVG CONDUIT START-UP. � � Q 8.4 GFM PROVIDE I tN2 I 12, 2 ttIS REINFORCED CG'NG.SLAB, MANUFACTURER PRIOR TO ARRIVAL AT THE SITE. (v GROUND WATER 1-20A,I-POLE #12G CONNECTION b'xb'xl0" WWM 4. A R1JI GLEAN REPRESENTATIVE SHALL BE PRESENT DURING START UP. 200 MAG15OR CIRCUIT 20A C COLLAR DEPTH �� L/MIn BREAKH2S IN � Q15E CHAIRS) 5. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER (BAGKFILL TO BE GLEAN SAND l.0 GFM BUILDING I #12, I >k12, b. 563 ARTICLE VII (SEPTIC INDUSTRY BU51NE55E5)AND ENDORSEMENT J(INNOVATIVE AND ALTERNATIVE AND GRAVEL) MAGI20R POWER PANEL #126 #126 F.L.4 "• TREATMENT SYSTEM INSTALLER)THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR.IJGENSING X e: :•..a:•. r.; ; . AND CONSUMER AFFAIRS,PURSUANT TO SUFFOLK GOUNTY GORE,563-7q(II)(J). 1&0 AIR ' •: 7. THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH THE 5GDH5 USING DOGUMENT5 PROVIDED BY W - - - - - X L/ML'] DUPLEX GFI OUTLET INSTALL® I GOMPR :X. ex a X. THE DESIGN ENGINEER. w 6.3 GFM IN WEATHERPROOF ENGL05l1RE HP 8. THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE AGREEMENT WITH AN �� ~ ELEVATION a 120 L/Min MAG200R FINISHED GRADE I I v - AUTHORIZED MAINTENANCE PROVIDER. THE AGREEMENT SHALL HAVE A MINIMUM 3-YEAR SERVICE Q 42 GFM - TYPICAL SLAB DETAIL INTERVAL. 4. NO KITCHEN SINK 6ARBAC-E DISPOSER SHALL D15GHAR6E TO THE OWTS. ENGINEERS MACbOR FUJI CLEAN - ONE LINE DIAGRAM AT ETU BLOWER UNIT 10. NO WATER SOFTENER SHALL DISCHARGE TO THE OWTS SEPTIC TANK GONSiRi1G1TON CRITERIA: SCALE: N.T.S. 11. INSTALLATION AND U5E OF THE I/A OWT5 MU5T CONFORM TO THE DEPARTMENTS APPROVED I/A OWT5 I..FOR AREAS GFI SAND AND GRAVEL,THE DESIGN OF THE LEACHING POOL SHALL BE BASED 11PN10N 80 Lin NOTE: PROTECT ALL ABOVE AND BELOW GRADE HIRING, 6111DANGE DOCUMENT PREPARED IN AGGORDANGE WITH THE STANDARDS FOR"APPROVAL AND P � N>r / A MAXIMUM LEAGHIly6 RATE OF 15 GALLONS OF SEWAGE PER DAY PER S.F.OF SIDEWALL AREA 2B GFM RUN IN PVC,CONDUIT,SGH 40,MINIhU14. MANA6EMENT OF INNOVATIVE AND ALTERNATIVE ON SITE WASTEWATER TREATMENT 5Y5TEM5." ��' T. e• MAG60R NO SCALE 2.LEACHING POOL-5,ARE TO BE GON5TRUGTED OF PRECAST REINFORCED GONGRETE(OR EQUAL) 12. THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED.VENT PIPES SHALL LEACHING 5TRUGTURES,SOLID DOMES t/OR SLABS. PVC,WELDED JOINT EXTEND A MINIMUM OF 6"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM 1` t 3.LEAGHIN5 POOL5 SHALL BE A MINIMUM OF 8'IN OUTSIDE DIAMETER. 40( MAG40R M � ������ HORIZONTAL SEPARATION OF 12"TO THE SLOPED PORTION OF THE ROOF. IN GA5E5 WHERE IT 15 NOT 4.AGGE55 OPENINGS HT14 A MIN.DIA.OF 20"SHALL BE PROVIDED FOR EACH POOL. 1.4 GFM = PUMP CONNECTION ADAPTER PRAGTIGAL TO VENT THE SYSTEM TO THE RESIDENCE ROOF,A VENT PIPE MAY BE PIPED TO THE 5.ALL COVERS,WHIN NOT REQUIRED TO BE 5ROU6HT TO 6RADE,SHALL BE OF PRECAST MAG60R - TANK WALL - Cr ALARM EFFLUENT FLOAT EXTERIOR SIDE OF THE RESIDENCE AND TERMItHRTES A MINIMUM OF 18"ABOVE GRAI?E. THESE VENT � ul REINFORGED GONGIZETE(OR EQUAL).GOVER5 OVER 3'4)ARE NOT PERMITTED MAG40R AG80R VISUAL BEAGON�� FLOAT PUMP SWITCH 3/4'PVC,CONDUIT PIPES SHALL BE LOGATED A MINIMUM OF 3'FROM ANY WINDOW OR DOORWAY AND MUST TERMINATE M Lu{ b. ALL CAST IRON COVERS SHALL BE SET AT FIN.GRADE,BE LOGKING,WATERTIGHT, SWITCH WITH A CARBON FILTER DEVICE.ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". �i� 0 ONSITE WASTEWATER 13. ALL ADAPTORS,RISERS,SAFETY SCREENS,AND L105 SHALL BE MANUFACTURED BY POLYLOK OR C<" INS5GT44WOF 4 APPROVED FOR SIEWA6E USE. AIR LINE EQUAL. G 3 1 c1'� O 5/O:T3 10/1.45 15/2.18 20/2.Q 2513.63 30/4/35 35/5.08 TREATMENT SYSTEM ,� g ` �•• . /�S�Y�S1�M O 14. DI�EGMIB�SGHL40 PV OF G GONDUITAND CONTROL WIRES 15 PROHIBITED. ALL WIRES SHALL BE ENCASED \:yr?F.)�/,r ,�1���.!J TY�'IG�L 5A�1�IT�RY L �G�II1�C fi'ODL (LP) PRESSURE KPa/PSI 2Q �� ,,� - AND ALARM 15. THE OWT5 INSTALLER SHALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER INSIDE THE DWELLING JEFFREY T.-BUTLER,P.E. BUTYL SEALANT MANUFACTURER MAIN ELECTRICAL PANEL Or INSTALL A SUB-PANEL IN AN EA51LY ACCESSIBLE LOCATION, NOT TO SIG ALE PRESSW PERIMETER AROUND PROVIDED TANK 16 INVERT ELEVATIONS ARE ESTIMATED THE OWT5 INSTALLER SHALL CONFIRM ELEVATIONS PRIOR TO FASTEN PANEL TO CONTROL PANEL I�rRATION GONSTRZTION AND NOTIFY THE DESIGN EN61HEEP OF ANY DISCREPANCIES. Q PROPOSED 'H'FRAME, THREADS NEMA 4X Il. THE OWT5 INSTALLER SHALL NOT BAGKFILL ANY WORK PRIOR TO INSPECTIONS BY THE ENGINEER AND SEE DETAIL,THIS DWG ASSEMBLY DETAIL 18. ALDMATERIAL,WORKMANSHIP,INSTALLATION PROGECURES AND MAINTENANCE OF TRAFFIC SHALL BE O [n AIR COMPRESSOR `GALE PERFORMED BY THE OWTS INSTALLER. ENCLOSURE W/BASE Iq. OWT5 INSTALLER SHALL BE RESPONSIBLE FOR ANY AND ALL MARK OUTS FOR ALL WE12GRGUND GFI OUTLET UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED THROU6HOIT THE PROJECT Q 4'PVC 50GxNPr MALE PER PREVALENT CODE. \ 115E 20A BREAKER AIR LINE TO 9/4'NYLON 7UBIN6 L 20. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENT5 ARE FULFILLED aI r O TREATMENT TANK _ Q FROM BUILDING PWR PANEL RISER WALL PVG HELPED JOINT TO THE SATISFACTION OF THE ENGINEER,SGDPW,AND SGDHS. Z - LL CD 21. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE,COUNTY AND LOCAL \\ LOCK��� /2'PVC CONDUIT /4'WG HOSE BARB SAFETY CODES POWER LINE TO FLOAT _ x NPT FImNS 22• NO CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT TO GON5TRUGT A WASTE DISPOSAL SYSTEM HAS w Z O ELECTRICAL BEEN ISSUED. W AIR LINE FOR ALARM FLOAT KRE CONDUIT DETAIL B� 23. OWT5 INSTALLER TO COMPACT AREAS DISTURBED TO q5%PROCTOR DENSITY(56 IN.BELOW GRADE, F- Q/ O O z O 3/4'PVC,SOGxNPT ,- -.- 1 -• I 1 •' •..• "PVG THREADED 12 IN.LIFTS MAX). h„4 ,� X [� 115E 15A BREAKER O MALE ADAP�R � TANK GONNEGTION 24. OWT5 INSTALLER SHALL SUBMIT ALL INSURANCES TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. O O < LL ' _ ! (POWER FOR C-OMPRE550PJ NOTE; BUTYL EE'`A-'° DETAIL 'A' NO SCALE 25. OWTS INSTALLER WILL BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL DAMAGE TO ANY W Q BLOWER MUST BE HAND WIRED FRE5552 ALROIXHD 5/4'PVC STRUCTURE OR GRADE AS REQUIRED BY A6ENGIE5 HAVING JURISDICTION,AT NO ADDITIONAL G05T J I- Q MAC 'IOOR II'AIR BLONDER PERIMETERTHREADS GONUI 2b OWTS INSTALLER SHALL Ef LOY ALL SAFETY MEASURES INGLUDIN6 SHEETING AND SHORING TO f R15ER GONNEGTION /W''' Z Q CONNECTION DETAIL - b'THK PG.EQUIPMENT SLAB NO SCALE PROTECT EXISTING STRUCTURES AND PEDESTRIANS. F-■�i Q N (SEE DETAIL,THIS DWG) 27. OWrS INSTALLER SHALL V151T THE SITE,REVIEW ALL GONSTRUGTION DOCUMENTS PRIOR TO SUBMITTING N Q O CONTROL PANEL AND BLOWER THE BID. 28. OWT5 INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR DEFIGIENGIE5 AS SOON LL I Q I N TO BE MOUNTED ON H FRAME OR EQUAL,SEE DTL THI5 DWG A5 THE OWT5 INSTALLER BECOMES AWARE OF IT. �/ O NO SCALE �■_ _� 2q. OWT5 INSTALLER SHALL COORDINATE THE WORK WITH ALL AUTHORITIES HAVING JURISDICTION. O ._I 4' INLET PIPE 30. OWTS INSTALLER 5HALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROVIDING BID E-1 < I5ER(TYP) PROPOSAL LL N 1 a _ 31. OWT5 INSTALLER SHALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK SATISFACTORY TO ~ I L O _ Air blower shall be: FLEXIBLE ^^ /� ^1 1 5GDPW,5GDH5,AND THE ENGINEER. NO ALLOWANCE SHALL BE MADE ON BEHALF OF ANY ERROR OR V # LL O O \ \ \ OUTLET PIPE NEGLEGT ON THE PART OF THE GONTRAGTOR (Y � (\I I ✓ in as close proximity to control panel as possible C.OU'L1N6 \ \ \ 32. OWTS INSTALLER 5HALL NOTIFY THE 5GDH5 48 HOURS PRIOR TO THE INSPECTION N PROPOSED BLOWER ✓ ► l ( i ( l O on a solid (e.g. concrete) pad to minimize vibrations MODEL No.MAC 150RII/200II ✓` in a location above water levei l\ j I\ j --.1 j ✓ away from grease exhaust fans. ��, �� �� �� ��` �i OFLEXIBLE www,dignetnycli.com Z LlJ Alarm Panel shall be: ✓ - GGUPLING ofNEWYORKCITY °r Z CQ ~ _ .� away from bedroom windows and other locations where � �A ` � � `; www.ca11811.com Z < ✓ in a well ventilated area a, operational sounds (although minimal)may he a nuisance uyg ot &LONG ISLAND (for other states) O Q Q dry and protected from ✓ in a location that alloy^is unencumbered access for - --� 800-2�2-4480 1 811 v elements as possible inspection and maintenance activity ✓ in as close of proximity to ✓ with proper electrical grounding SEE DETAIL 'A"FOR E DETAIL TA113"NK FOR Bylaw,excavators and contractors working in For safety reasons,homeowners are strongly PAGE. j p with wiring and electrical connections made by a licensed THROUGH TANK Fu ]fti'11�C Blower as possible ✓ � _ > 1- THROUGH RISER GONNEGTION ~ �� tY the five boroughs of New York City and Nassau encouraged to call as well when planning any PANE- Q CONNECTION DETAILS and Suffolk Counties on Long Island must type of digging on their property. ✓ wired by qualified electrician. V contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at ] 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the electrician ✓ with no objects on top of electrical cord. (excluding weekends and legal holidays)prior national call before you dig number.For ✓ in a location that allows ✓ in a well-ventilated space out of direct sunlight and to beginning any mechanized digging or excavation work completed on personal unencumbered access for Qi FLEXIBLE COIPIJNG MEETING ASTM G423 STANDARD BLOWER m excavation work to ensi+re underground lines property,it is the contractor's protected from elements such as direct rain or snowfall. EQUAL TO FHRNGO WITH STAINLESS STEEL BANS PROPOSED P.G.PAD, are marked.Excavators and contractors can responsibility--NOT the homeowner's--to inspection and maintenance ✓ hardwired to power in states and jurisdictions that require SEE DETAIL TH15DW6 also submit locate req,rests online,through contact DigNet.Having utility lines marked A- OSEALANT MEETINS ASTM CA40 STANDARDS E61UAL ITIC.If you do not currently use]TIC,please prior to digging is free of charge. SP2 activity a hardwired connection. TOC 6EALG5-101BUTYLSEALANT call 1-800-524-7603 for more information. of 2 SCDHS SET / PROPOSED I/A ON-SITE SANITARY SYSTEM x ORCHARD STREET 305 x 32.21 AEROBIC TREATMENT PLANT: \ I - FUJI GLEAN USA ENHANCED TREATMENT UNIT(ETU), CLOSEST CROSS STREET: � ASPHALT pAVErIF1�lr 31.b1\ / • •• MODEL GENT (GRAVITY SYSTEM,DE516N FLOW: l00 6PD) TABOR RD. 31 GI UNIT INCLUDES: BLOWER MODEL MA610OR�SYSTEM CONTROLLER (OP/GNTRL CENTER) W ALARM BEACON A. AUDIBLE HORN ALARM 30.41 NYTI3 \ NYTI4 / (LOCATED REMOTELY,AS SHOWN) NYT12 ° , „ c 31.1 , , • •• 2'PROU1 EL.EG 00 FROM AERATION CWM3ER(A.GU TO OPS SUBJECT \ \ S 65 42 20 E x 275.08 ' �Qa I 1 •• Z'U/6 VENT GND FROM PRE TANK(I'.TJ TO HOUSE STACK PROPERTY LOT I •• 6FI CONVENIENCE RECEPTACLE NEARBY CONTROL PANEL x 1 �1 ,� � \ � .•. '• (1�d SUBDIV1510N MAP • MAINTAIN REQUIRED 5EPARATION DISTANCES,Dl+V6 5P2 2C[Ab $y \ PROPOSED U/6 5ERVIGE5 BAYYIEW FARM AT ORIENT SEE DETAIL,DIAS 5PZ POWER AND GOMMUNIGATION LINES TO BE FM#7045 PROPOSED LEACHING FIELD INSTALLED PER PROVIDER5 REGIUIREMENT5, I` \ Y O INSTALL IN COMMON UTILITY TRENCH FILED. I/Iq/Ig52 (2)8'�x 8'EFF.DP LEACHING POOLS _ ' • LOCATION FOR 50%EWAN51ON 5HOWN • MAINTAIN SEPARATION DISTANCES 4` 29.86 / NO SURFACE WATERS MAINTAIN SAS 6RADE OVR 20'AROUND SANITARY SYSTEM \ \ WITHIN 300 FT OF SEE DETAILS ON DWG,SP2 LOCATION MAP: PROPERTY LINE GOMPONENT5 AND PIPING: P15TRIBUTION POOL: NOT TO SCALE - \ I ° I 4'm PRE-CAST DISTRIBUTION POOL(SEE DTL ON 5P2) USE ENDGAP L.EVEL-IN6 DEVICE5(TYPICAL) PROPOSED INNOVATIVE AND ALTERNATIVE / \ MAINTAIN SEPARATION D15TANGE-5,TTHI5 DWG ON-SITE WASTEWATER TREATMENT SEE DETAIL ON DW5 SP2 PIPING: SANITARY SITE PLAN: • 4'5DR 35 TRAN5PORT PIPE(1YPIGAL,UD.W 51TUATE AT: \ 4'5DR 35 DI5TRIBUTION PIPE(OVER 65F ONLY)PERFORATED, / \y MAINTAIN GRADE OVER � �. � � � ORCHARD 5T. ORIENT, NY DATUM: NAVD66 W/J��HOLES AT 8 AND 4 OGLOGK(INSTALL LEVEL) TOVN OF _ OF F FROM�� \ MAINTAIN 6RADE 5RBEYONDEEDGE OF ETU,THEN TAPER DOWN \ SUF�OLK COUNTY', PORK / \50 TO NATURAL GRADE 0 33% (EQUATE5 TO I DROP IN E.EVATION / \ MAINTAIN GRADE OVER PRECAST STRUCTURES - - / + 5GTM No.: 1000-025.00-04 00 011.001 OVER 3'LATERAL DISTAIdGF� I , MAINTAIN 5%GRADE WITHIN 20 OF EDGE OF PRECAST GROUNDWATER MANAGEM T N•. • � : EN ZONE: IV(b00 GPD/AG) PVC, CONDUIT - AIR TO UNIT, \ • � STiZUGTLH2ES(EQUATES TO I'DROP IN ELEVATION OVER x32.0 20'LATERAL DISTANGE),THEN TAPER SOIL DOWN TO SUBDIVISION NAME 'BAYVIEW FARM AT ORIENT' 2" PVC, VENT THRU ROOF OF DWLG ( (/LPN MEET NATURAL GRADE FILE MAP: 7045, FILE DATE: JANUARY Ig, Ig62 EXTEND A MINIM OF 6 ABOVE THE ROOF LINE AND A �j I /_ �/ EXISTING MINIMUM HORIZONTAL 5EPERATION OF 12 TO THE ExP HELL I SLOPED PORTION OF THE ROOF(PER BLDG CODE) PROP05ED q I\ J ` 123 N�5. EXISTING rEST 6RAVEL DRIVE _ L"'J" �' X32.o SITE DATA: WELL I HOLE ?/x32.0 -mil J • REMOTE FUJI�GNTRL GNTR AND BLOWER TO BE LOT AREA: 50,343 50.FT. 6.54 AG) N/F + I FROP05ED x32.0 `� / MOUNTED 35 ABOVE 6RADE OR ABOVE BFE NICRO HELLLOT COVERAGE: EXISTING : PROPOSED: _\ 570 \ PROTP05ED p WHICHEVER 15 HIGHER(5EE H FRAME DTL,DWG 5P2) DWELLING VAGANT 21261 50.FT. (5.0q%) CONOUR TU CONTROL PANEL AND REMOTE AIR COMPRE55OR R.O. PORGH VACANT 12Q 50.FT. (052%) LOCATION FOR OWT5 15 APPROXIMATE. VERIFY R.O. PATIO VACANT 200 50.FT (I 45%) I '�P WITH OWNER MOP,TO I05TALLATION. LOT GOVERA6E. 0.0 FT FjC15TiN6 G?b •L' 5Q. . (O Off) 2,5g0 50.FT. (3,22%) cEYPooL ��o * / y32.o • PROVIDE GONVENIENGE 6FI RECEPTACLE .&0 SUBJECT PROPERTY CURRENTLY: I$O Lo ��� o' `l► V �Q �� NEARBY CONTROL PNL(35 ABV FIN. 6RD MIND NO UNDERGROUND STORAGE TANKS EX15T ON TH15 SITE, ONSET Ii so _ yy�� 5 PROVIDE 20 AMP SERVICE FROM MAIN ELECTRICAL AN UtbERGROUND Ip00 GAL L.P.TANK HAS BEEN PROPOSED FOR THIS SITE.THE MINIMUM I FROlK Ex i Sfi PANEL IN DWELLING. SEE DETAILS ON DWG 5P2 20'5EPARATION FROM TANK TO SANITARY GOMPONENT5 HAS BEEN MAINTAINED. O \ • SANITAR l $o . . .. • . � `�` ,- � d� rsrs fi �' 5TORM L AINA6E 5Y5TEM: } NO STORM DRAINAGE STRUGTUZE EXIST ON THIS 61TE. [�] NO DRAINAGE COMPONENT HAS BEEN PROPOSED FOR THIS SITE. N �g0� 0 TEST HOLE DATA q7 L �o �'y G PROP05ED 'g EL. SANITARY SYSTEM: 31.5x 2 5TY FR DWL6 N oo O Cn _ '� NO SANITARY 5Y5TiTi CURRENTLY EXISTS ON THIS PROPERTY. �% www.dignetnycli.con - FIN.FL.EL. 34.0 or C"N�`'111 ��f•.��� www.ca11811.com W/BASEMENT a��Irh�� ; C (for other states) •�.9. / j, (b BEDROOM) yq SINE SAND I/A OWTS UNIT SIZING: Q W < (j a0- (Ih 0 \ ND / SLD.HS,DIVISION OF ENVRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND 11- 800-212-4q 80 1 811 \ �- _ P l 10%6RAVEL 5W GOPI5TRucTioN FOR SEWAGE DISPOSAL SYSTEM FOR 51N6LE-FAMILY RE5IDENGE5 � X Z 0 \ DATED, DEGEMMR 29,20rl O , = AREA: �' (J ti0 \ TABLE 3: MINIMUM I/A ON-51TE WA5TEWATER TRZEATMENT GAPAGITIE5 O By law,excavators and contractors working in For safety reasons,homeowners are strongly \ \ �p / \ PROPOSED \ 6ROUND the five boroughs of New York City and Nassau encouraged to call as well when planning an 2,261 SQ.FT, • b BEDROOM DWELLING; P1�'1 9 Y 9 P 9 Y \ �� / o' IN-GROUND \ WATER MINIMUM TANK CAPACITY=bbo GALLONS F••l••{ O Z and Suffolk Counties on Long Island must type of digging on their property. \ / s , , , contact DigNet,1-800-272-4480 or 811,.at least Homeowners can contact us directly at � Ct`J. �S- 0.• SWIMMING POOL ?5 ____- � CSJ 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the \ Y\�\� O -� (excluding weekends and legal holidays)prior national call before you dig number.For O /P��O � j`t WATER IN PALE I/A OWTS UNIT LOAD CALCULATION: d to beginning any mechanized digging,or excavation work completed on personal / , BROW FINE � 110 6PD x 6 B®ROOMS=660 6PD TL FLai REQUIRED }� O O excavation work to ensure underground lines property,it is the contractor's / ��S ✓ \ \ ��� sr� / 20 MIN � �\ SAND W/1096 PROP05ED SANITARY DE516N FLOW =660 6PD are marked.Excavators and contractors can responsibility--NOT the homeowner's--to i ci / c� � \ O. ` , GRAVEL 5H , E± _ also submit locate requests online,through contact DigNet.Having utility lines marked �oC�� / Q, Q / / / �3'• I3 5 -�A USE FUJI ENHANCED TREATMENT UNIT ITIC.If you do not currently use ITIC,please prior to digging is free of charge. S \� • /� o� �j PROPOSED $�, EX15T. BY: •• MODEL EN CENT,GRAVITY OPP rT � call 1-800-524-7603 for more information. 1;000 6AL CESSPOOL WDONALD 6EOSCIEWE " TREATMENT CAPACITY: 100 6PD � U/6 PROPANE TANKS GM!o8-I2-1a92 " TL.WORKING CAPACITY: IAb9 GAL 0. FLAW RANGE: 50-100 6PD / \ INSTALL PER NFPA 56 lG as MAINTAIN REQUIRED SEPARATION DISTANCES W �4 \ / \ •• SEE DETAIL FOR INI--ORMATION,DWG 5P2 I� LEGEND: REWORKED CONTOUR •"'""•6°.....•' �, �\ SANITARY LEACHING POOL SIZING: ENGINEEIR: PROPERTY LINE EX15TIN6 CONTOUR 6- \ / PER 5LD14.5.DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND GON5TRUGTION FOR 5&iAGE D15P05AIL SYSTEM PRINCIPLE YD SETBACK - - - PROP05ED CONTOUR 6 \ / FAR 51N6LE-FAMILY RENDENCE5 EXISTING SPOT ELEVATION x6.0 DATED. DEGEMBER 2q,201T - PROP SANITARY PIPE -5:i55 RGQIIIREMENT PER TABLE 5: EXI5TIN6 SPOT ELEVATION MINIMUM LEA4I4IN6 5Y5TEM FOR A 5-6 BEDROOM RESIDENTIAL PRO.PGT PROP.STORM DRAINAGE PIPE -''D-5D 5D- / \ MINIMUM LEACHIN6 5YST61(400 SQ FT 51DEWALL AREA) a j r� - FINISFIED FLOOR ELEVATION F.FL EL. = \ MINIMUM SOPS EXPANDED SYSTEM(600 SOFT.51DEWALL AREA;) ' ! � PROP U/6 WATER SERVICE EXISTING UTILITY POLE rQ) EXISTING OVERHEAD UTILITY LINE, - \ to !� TE 5T HOLE SITE PLAN SANITARY LEACHING POOL DESIGN: �T` �� ��•=��` c� PROP.U/6 R ECTRICAUGOMMENIGATION LEACHING SYSTEM FLOW REQUIREMENT: - SERVICE LINE-5: E--E E 400 SQFFT L.EAGHING AREA/25A'SQ.FT/VEIRT FT= 16 VERT FT RE&D rA=SviC� P U/6-U/6 U/G- PROP05ED SANITARY SYSTEM: 000 PROP05EP SANITARY 5Y5TE; O COVER TO 6RADE � 50 15 O 30 b0 q0 120 150 , USE: JEFFREY•Tr-BUTLER, P.E. 0 GOV�TO GRADE C ,A RBLW6RADE --� O�RAPHIG 6GALE = 50'-O" (2)V0 x& EFF.DEPTH LEAGHIN6 POOLS r tl? MIN.LEACHIN5 AREA REQ'D' = 400 5Q.FT.OF 51PEKALL LEACHING AREA BADE 0 _ 32.8 x32.2 SIDE WALL LEAGHIN6 AREA PROVIDED = 400 5F O LEAGi1N6 EXPANSION FUJI GLEAN USA ` -- - POOL POOL U167 PVC. UPON 50SK E)CPANSION INSTALL AN ADDITIONAR• Z ENHANCED TREATMENT UNIT(ETU) / l ;`1 N 65°42'20t� W 268.64t TIE INTO HOUSE VENT, PROPO`� (I)8'm x 8'EFF.DET'11i LEACHING POOL 1 LP Y t ExP - N/F FIN FL.FL.34,0 ODE WALL I.EAGHINb AREA TO BE PROVIDED UPON FaQ'AN51oN =600 5.F O L`i \_ / VENT 5TAGK 6 BEDROOM OR-5 MIN.LEACHING,AREA REQ'D' = 600 SOFT.OF SIDEWALL LEACHING AREA O O v VAN No�TI�AN� EXCESS OF 150' TO ANY SEPARATION 015TANGE RE61MT5 FOR I, TELL OR CESSPOOL Z Q O 5ANITARY SEPTIC, TANK5, I/A OWT5, PROVIDE GOVER5: PUMP 5TA OR MANHOLE (RESID NT AL : , ALL THERMOPLASTIC GONERS MUST BE SET AT FINISFIED Z O m LU MIN HORIZONTAL SEPARATION DISTAEJGFS_ MAINTAIN 5%6RADE- PROVIDE GOVER5: PROVIDE COVER: GRADE AND MET BE LOCKING,WATERTIGIfT,INSECT-PROOF, PROP05ED GRADE®PAGE OF I I 5E DRAWING 5P2 FOR SANITARY 5TRL1GT11RE/COMPONENT DETAILS �/ W O O } A BUILDING W/CELLAR= 10'-0' A MAXIMUM 5SK SHALL BE MAINTAINED FOR A MINIMUM OF 20' E�REQUIRED TO BE SET AT FINISFED GRADE USE: P40 REQUIRED TO BE SET AT FIN.6RD- FLAT,SKID PROOF AND BE APPROVED FOR 5EWA6E USE DWELLING = E..03.03' � - E ) Z O c USE HEAVY DUTY,WATER116HT,INSECT-PROOF • IF A R 15E R GOVER HE16%LEY THAN 60 LBS A 515WVARY " � '� B.BUILDING ON SLAB=5'-0' HORIZONTALLY FROM 11fE NEAREST EDGE OF THE LEACHING POOL. (ALL 1215TRIl?UTION 6ALI EY5/POOLS)CAST IRON COVERS-LOCK WATE3RTI6HT, (IS MIN 6PD GVR OVR OUTLET PIPEa I I O C.PORGFES DECKS HOUSE OVERHAN55, BEFORE TAPm%OFF TO PREY N-ir 5E EPME OF THE LEAC 4ATE INSEGT-PROOF,FLAT,SKID PROOF AND BE APPROVED FOR SEWA6E USE ADJUSTABLE AND LOCKING CAST IRON FRAM 1 5AI�1Y LID OF DEVICE SHALL PROVIDED. SEE DETAIL(THIS DWG) I I NOTE: CANTILEVERS,ETC=V-0' THROUGH THE TOE OR EDGE OF THE SLOPE(EGTUATES TO MAXMUM WEN NOT RE AR®TO BE 5ET AT FIN19W GRADE U5E. COVER(GAMPBELL 102 G OR APPROVED EQUALS 1CL PROP05FD 1 1 •THESE PLANS ARE DE51�iNED TO COMPLY WITH... t-•� LL_I Q D.HATER LINES; = 10'-0' DROP OF 12'OVER 20'HORIZONTAL) (ALL LEACHING 6ALLEY5/POOL5)•)'RE6A5T REINF.CONCRETE COVER(OR EQUAL) EXIST./PROP.6RADE OVER EN® EL t32.0' I 1 Z v E.SLIPPAGE WA113Z(ITLAN(D5)=15'-0' FAST./PROP,GRADE GA. •UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE STATE OF NEW � Z W O OVER DB®EL.32.0' 24' l8" 18^ / / / I 1 YORK TITLE 10 DEPARTMENT OF HEATH,CHAPTER 11.PART-5.STANDARDS FOR W F.Pl13LIG WELL =200'-0' /PROP GRADE MANHOLE MANHOLE MANHOLE //\//\/ ,EX.6PD I I INDIVIDUAL ONSITE WATER 5UPPLY AND INDIVIDUAL ONSITE WASTEWATER TR.EATMMT 6.PRIVATE WH1 =15'-0' C] � N - OVER LEACHING 5Y5® IL.331SI6 \ EL 320\ I I 5Y5TEM5.APPENDIX 15-A _H.RETAMIN6 WALL(bITRPROOF)-10-0 ,., / y /\/\/\/\/, \/, , , . , �.//✓,\. \/.;, ./, / ./\/\/\/ \/;/\/\/\/�/\/\/ %' /\\/\\/\\/\\/\\/ /\\/\\/\\ \\ \\/\ \\ \\ \\ \\i\\ i\�%\\ ,\ •5.GD.H.S. 'STANDARDS FOR APPROVAL OF PLANS AND TI w T.O.5LAB:EL.31.21 '/ GONSTREIG ON FOR 5B�W6E J.U/6 FUEL TANKS= 10'-0' ! :/ I Q \\ , i\, /\/\/; /\ --�, <�;> <� <��,•' <�<, '\\;% /i�\/ /i\ \/\\%\\/\\%\\/�/�i\\/\\/�\/ /\\/ \/�� \\j\\ \\i\\j\� ---- ---- DI5PO5AL SYSTEMS FOR SINGLE-FAMILY RE5IDENGE5 -DATED 12-2Q-2017, K.U16 UTILITIES=5'-0' 1�//\//\�\//\//\//\��\/�\/ /i�/\����� //\\/��/\\// //�j� ;. :�\/!�;/�/\ �/ ./ :,8.0.5LA& EL.30.11'%, NATIVE /�// �!< - COVED / ./✓�✓ // /'�� ��\��\��\/� '!\// // / /i . O I N \ \\/�\/ i\\,\ \ Q L.ROAD STORM DRAINS=20-0 / �/ � NATIVE �/%/ / //,�//\ '\/// %�////% ;'<; /////1">UNDI5TURBED 501E/ 'i i \/' N DI511R1E )TION POOL M.ON-51T1:STORM DRAINS = 10'-0' i\\ \\ y\\ \\ \.,\\ \.\\ 4 - - - \\�.\i\ \\ \\,4. !\.. . .. - - / >/ /\ \\%i�\%i�\% i\\%\\ \\`' 4'm 5DR 35 PIPE, LE® D{^L6. O O O (y / UNDISTURBED. 1 /i /i,�,/- , R1 CATCH BASINS(NON-LEACHING)=5'-0' \//� 501E - O E® ETU /\//�\/i DWELLIN5 TO ETU 105 LIK FT. =EL.31.2' T _ I IE DB = IE ETU \\/� S CDIiS REF. No. I L_ O.SANITARY LEACHING POOL=8'-0' \;\/\/\/\/\/j •v�;, , . \/\\\\ '.30 .' EE.3038' tr 4 m 5DR 35 PIPE t3 2gAl' EL.30b1 = �l 3081\ DEL 3098\�\/✓ MINIMUM SLOPE=Ys'�/LIN FT $ 0 N P.5EPnO TANK,RW 5TA OR MA =5-0 /'`///\�/�\//\\//\\/w. a�AN SAhID ,j FROM DB TO lP a 4'�SE7R 35 PIPE \�/\// j�//�//\// IOS L 6 x Y4 - 2b3 -022 MIN SLOPE V # � O O Q.PROPERTY LINES=5'-0' �> fTYP1�Ai7 '...: . :. N 1 /\/\' ' GOLLAR.(`IYf?) ' &Z LIN.FT. • FROM ETU TO DID,8.0 LIN.FT,R.SWIMMING POOL=20-0 j\/l :' 280SIa �/ / /\ .. LP r (WORSE GASP), � N MIN.5LOPE =Y8 /LIN FT O 5.TOP OF D6A KMENT OR 5T®'SLOPE /\, I LEACHING,POOL / . _ . _ (ISAi SLOPE OR 6REATQR)=25'-0' \//�. :.• (I OF 2) MIN.SLOPE �Ye /L F.- SA LG xYb -0.134 -Olt MIN SLOPE '/\ X %%\\//\\% O T.BLUFF=651-0' .• ' r O Oq' IMIMLGix y A3 - \\ \\j/\\j�\\ �- Z LL{ SLOPE U.DEGK/RAMP =5'-0' :. OJNV. = EL.30.41' \ 3A ... . FUJI /�/ Z .'. " LL' GLEAN.SANp': ENHANCED TREATMENT UNIT(ET U) /j� Z O SEPARATION P15TANCE REQUIREMENTS FOR m .'. :.Gou AR.(m3) ;% MODEL CEN7 PROPOSED p P 5ANITARY LEACHING STRUCTURES (RESIDENTIAL): �. .,:' .':'' : ...• ;; O OSED MHMUM HORIZONTAL SEPARATION DISTAW.ES: M. ON-SITE STORM DRAINS OR ' r O A. E IUILDIN6 W/CELLAR= 10'-0' REGHARbE BA51N5=10'-0 I: ' ; BA.ETU = EL.25,M' B. BUILDING ON SLAB=10'-0' Rl CATCH BASINS,NON-LEACHN6=10'-0' l '• � � SANITARY RISER DIAGRAM PAGE: G. PORGHES,DEGK5,HOIL15E OVERHAN95, 0. SAK LEACHING POOLS=&-0' ''�A,ALL 5Al 4EY5®.E3 22 38' :'' CANTILEVERS,ETG=5'-0' P. PROPERTY LINES=5'-0' INNOVATIVE/ALTERNATIVE ON-SITE D. HATER LINES=10'-0' Q TOP OF BiBANKMDIT OR STEEP%APE ;•• ' . ': : -6 MIH•PENETRATION INTO.A.•:` : °.a : .� WASTEWATER TREATMENT SYSTEM E. SURFACE WATER 0^ETLAND5)=100-0 (15%5L.OPE OR GREATER)=25-0 , � . .• 41R61N��.TRAI`/4 G?F%SAWID:AND 6RAVE:C' .•z .. . .., SCALE: NONE F. PUBLIC WELL=200-0 R BLUFF=65-0 6. PRIVATE BELL= 100'/150' S. SEPTIC,TAIK,PUMP 5TA,GREASE TRAPAR H. RET.WAIL(bqTRPROFF)= 10'-O' MANHOLE-&'-0' J. U/6 FUEL TAWK5. 10'-0' T. 5R•UMMIN6 POOL=2Gr-0' I K. U/6 UTILITIES=V-O' U. DECK/RA"t'=5'-0' i. HIISHE57 EXf?EGTEQ,6ROUND WATE't2® E3:14O' i L. ROAD STORM DRAINS OR ;;:61RCUND AW TI;.R® EL.14.0'(Te5T H'JL.F�' IREGHA135E BA51RL5=zo'-0• iDH5 APPROVAL AREAL .. . . . . .. . . . .. ., oft SCDHS SET o� 82'FUJI GLEAN U (2)2X6 x(LENGTH TO SUIT) AGQSA GENT Alarm Circuit Breaker � HORIZONTAL GR055 MEMBERS(`iYP) TREATMENT GHAT BEER Volans( U Float Switch, Pressure Switch, t Test/Normal/ 5Y5TEM MODEL 5.0' 21' 2.1' (1) Scdwertatron ehmiber• Sat Test/Normal/Silence Switch ; Silence S.vitch PROVIDE COVERS, MAC,BLOWER MODEL FUJI MAC AmavvW Pltration Ounber 3% USE(4)Y,0 6ALV LAO BOLT B <-� ,-., IOORII 2-U2' A>rob(c Contact Rltratlon Chamber 181 Circuit Breaker , W/6ALV.WASHER® HEAD • MEN REGUIRFD TO BE SET AT FINISHB�GRADE USE: ViNpL,pON SCAM BAFFLE 4 %rMe Chamber a0 (TYP 6 EA.POST) I/A OWTS I•EAVYOUTY,WATEIM6HT,INSEGT-PROOF ADJU5TABLE AND LOCKING PIPE -1 (Fxlra component if "" GNTL PNL CAST IRON FRMME 0 COVER((AMPML 1162 G OR APPROVED EQUAL) AIR FLOW VOLUME 100 L/min Minliectlom Owbw 6 Alarm Beacon d ALARM FIR9ED 6RADE 35 GFM / necessary, such as • GFI • _ I�EGIRaLATIpN Total Volans IOd4 NEMA 4X JOINTSEAIANT TO \�% / , \//\//� NORMAL FRE55URE 18 kPa/2.6 P51 \ AIR LIFT Pi pump) ' ,�" ❑REGEPT • THE GONTROL PANEL \ \ �. � ,_.,K; BOX MUST BE PLACED BE I'BUTYL Rt1HBHR � iv� � � D151NFEGTION 5PEGIFIGATIONS ..,N RATED VOLTAGE 120V / � ; FOR ALL JOINTS- ---- _ GriINOER loPrIONAU AnaadAc Medra PP/Pe FAI 13cke 92AS :."~. " i Pressure Switch 4x4x8'L6 AGQ T`NBER OUTSIDE ON A • - 5'INLET PIPE _ CONCRETE INVERRT 4 -- CAST IN RAGE FLEXIBLE FREQUENCY 60 ll X 5'OUTLET PIPE ° Meda / / Rlhg Rcta 55� - .. ` POST,MINIMUM COVER 36" SUITABLE PEDESTAL 'z FORAM TO AT LEAST RUBBER SLEEVE MTN S.S.55 � 1 � � � (�� .? 8130W GRADE INCASED IN WITHIN VIEW OF THE � TFREE pJARTERS OF ry STRAPS OR FLEXIBLE OUTLET PIPE 51ZE 13 mm ID(18mm OD) ff-; 4 ,� Bbwer 28 an :_ ' POURED CONCRETE IN 12 PIPE DIAMETER - O �' ti ' RUBBER BOOT. "Na45 + w sr�•; "?-°' ' SYSTEM THAT IT 4 N ID( /64 OD) TArrk FRP =� ( DIAMETER 50NbTUBE. SERVES.CONTROL I m L. y' t ?_ r (TYPICAL) CENTER SHALL BE 5'WAL INEET(S) ✓ / / \ \ PIP" 1'VG/PP/PE tt,..r; 4 r' tyy x MOUNTED 3.5'ABV/ II �y WEIGHT 5.0 k9 / �FI.UENr Accass ca n Plastic/Gast Ironi' FIN1514EP GRADE I W 1L�(5) • d•e a a `6 �t �.,�.,.".� d \_ 11 INLET BAFFLE / ® \ / AIR LIFT PUi4n f ;' .. t Mill R I HI PROVIDE NON-514RINKINIG POWER CONSUMPTION 1.85 Die'nFu!ant! ttonaU Gtrlat,e T OR ABOVE BEE, a MAST JOINT SEALANT kWh/bAY Ib O Q 3'".""ks' :, It x M }•" {± G VE 5 HIGHER 7A I FUJI CLENN USA 4'-0'ID. AM�RES lermina! Block_ GRADE POWER GABLE 3 x IS AWG x L8 m(5.Q37 ENHANCED TREATMENT UNIT (ETU) j _- ,. :," a( � ,� ,,t, I t!,} ,t i, TYPICAL RECI i ) f'`NOTES: RcuLArION PIPE FLOW I3AFF1 E v2'AIR INTAKE MODEL ('EN yit, rl / '�\\/��� (GLEANN60PBUPI6) B 7 ! t R, f •:l r1 '�"4tr i', ti-` 1: 1 Blov.,er Harc'v�ire \ \ \ 1.a�MANHOLE 5EGTiON5 SHALL � �_ r CONFORM TO AS.TM G-4T8, MANUFACTURER MADE IN JAPAN BY SCALE:NONE ", µ/ '" ; ° K °n` PRE-CAST COVED FUJI CLEAN Flr�+oP�uN6mP) s LATEST REV.5THO 5PEC5 FOR I15E FOR rravlFlc�noNs ro sArurARr sYSrars , .� ! u ) + w PRG;ilST REINF.GONG.M.H. PLAN VIEW ;�. .. '•,,�' � _ DISTRIBUTION MANHOLE 2 MANHOLE R15ER 5EGTION TO BE \ y NOT TO oGALE FURNISHED IN 1,2,3,OR 4'H,A5 1,Virin � Di�)gram «. _ J.• J. REQb. 20"0 ROPE SECURE HEAVY ' . 2dr0 HDP'E 56Ct1RE j "�•!� _ ` GOV1B2 BY PbLYI OK TYP. NEAVY COVER BT t' '" `w T �''' 3.ALL GONG-40M MI AT 28 POLYLOK TYP. `. t., p Horn 'H' FRAME DETAIL - DAY SET. 4.ALL OUTLET ARE TO BE 5ET AT Float Alarm Line i THE SAME ELEV.,0.2 MIN BELOW 20"m SAFETY%REBI FOR CONTROL PANEL AND GFI RECEPTACLE BY POLYLOIC,TYP. 20'0 SAFETY%FUTt G ro u n d i n�'. MI ET(5)• BY POLYLAK,TYP. Watertight " 5TRUGTUiRE FOR I/A OWT5 CONTROL PANEL MOUNITIN5 Black SCALE. NONE Fittings 20"m RI5Bz BY 18' 18' 24' i POLYLCK,TYP. Wilt r: MANHOLE MANHOLE DISINFECTION i 24" 20'm RISER BY " GriIFbER(OPTIONAL) MAi HaE FmTLOK,TYP. �- - FN-OW OPENN6 STOPPER OR SUITABLE COVER f,eutral Block Potir of In To 6RADE FINISHED GRADE � - ,C� � Incominr?Air END PL.L<5 Pressure CONCRETE - - GO`JERBOAFV NOTE: ADDITIONAL GLEAN OUT SHALL 2' '� \ \ CONTACT CIA BE PROVIDED IN INTERIOR OF BLDG, (011 FIN.GRADE ;.`-- --�-`�'c:.:; ,;;...r---�t:;-.: . , ,;r ~` PIPE NO HOUSE TRAP SHALL BE PROVIDED © Ail/%� l<ii/ :,.;;:::: ::•:::;:x,i :_:c;..::. rr..:,: i<.>;,::' ::.':::.::. % CONCRETE � \ 7 300 ELBOW PER IRO 2015,P3201,4 CHIMNEY MOl" � _ _ ® A55EMB 1,71oN i i�J TYPICAL / li,/ Ar.F.�'BLY \\//i\//\vim\\i/\ \ �\ - / \ <;/v/iyr� O O /\\� %y COMPACTED 5ELEGT FILL TO NOTES ,\ �O IO 19 i �, , .? %,`,, EXTERIOR L FOR GLEANOUT(5)LOCATED IN ./ _ ® \ \ \\�� 6ROUN O SURFACE SLOPE CLEANOUT TRAFFIC AREAS PROVIDE WITH+ GRADE TO SHED WATER FROM TRAFFIC BEARING FRAME AND COVER \� MIN 4'DIP. TANK LIDS. 2.FOR USE WITH BUILDING m APPROVED ® EXTENSIONS/GOtPGGTI0N5. n I PIPE`.PITCH ® � `D I � � � � \ AEROBIC MEDIA ® © 1 1/2' MIN.GOMPAGTED GRU5HED 6O°WYE Ye'PIER l-O" o Q AERAnon A95EMMY ` �STONE Bill STONE TO MID r �\��\ ® t� c`� SEAM OF TANK C.OMPAGTIN6 (v IN 6-INCH LIR5. i-- 9'MIN. 3'MIN. I �/ � m COLLAR COLLAR ` SECTION A-A VIEW SE TION B-B VIEW b°DEEP MINIMUM STONE BEDDINI6 O `0 FUJI ETU USE,y'-Y2'DIP.5TONE,LEVEL TO WITHIN �- \/\ 1/8"(FORE,AFT AND SIDE TO SIDE) INSTALLATION DETAIL , W LL I LL �❑ I FUJI CLEAN BLOWERS--MAC-SERIES "R" PERFORMANCE CURVES (60 Hz) SCALE, NONE [-� XO Z \Xi\ =®® L/Mln INDOORS ouro00R5 FUJI CLEAN GENERAL NOTES: CQ < O /\/\ ��� /� j\ q•8 CFM i 1 OWTS CONTROL PANG- GROUND I HE ETU SHALL BE INSTALLED PER FUJI GLEAN INSTALLATION REGIJIREMENT5 AND ANY ADDITIONAL _ 11X (IN NEMA 4X ENCLOSURE) O 2 #12,0125 IN I LUG REQUIREMENT5 PER 5GDH5 AND THE DE516N ENGINEER GONTAINED HEREIN. ' L^L/.) `Z, 240 MAG200R BUILDING I SCHEDULE IT N 4 2 3 1 5 6 6 2. THE DESIGN ENGINEER SHALL OBSERVE THE OWT5 PRIOR TO BAGKFILL AND DURING;SYSTEM (Z CL 3'MIN TO I a,-0„ I L/1 M POWER PANEL PVC,CONDUIT NO FIELD START-UP.RECORDED O O m 8.4 GFM 3. THE OWT5 SHALL BE TE5TED FOR WATER T16HTNE55 ZING A METHOD APPROVED BY THE PROVIDE CONNECTION N 6ROUNID WATER z � I �12 I #12, 2 sr18 REINFORCED GONG.SLAB, MANUFACTURER PRIOR TO ARRIVAL AT THE SITE. o< 200 MAG150R CIRCUIT-POLE 2pA 0126 6'xb'xlO' KW 4. A FUJI GLEAN REPRE5ENTATIVE SHALL BE PRESENT DURING 5TARr-UP. C COLLAR DEPTH L/Mln BREAKERS IN Q,SE CHAIRS) 5% . THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO GRAFTER �/ m (BAGKFILL TO BE GLEAN SAND l.0 GFM 1 #12, 1 #12, 6. 563 ARTICLE VII(5EPn6 INDUSTRY BUSINESSES)AND ENDORSEMENT J(INNOVATIVE AND ALTERNATIVE BUILDING #126 #126 TREATMENT SYSTEM INSTALLER) THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LIABOR.LICEN5IN,3 _ AND GRAVEL) 180 MAGIDOR POWER PANEL AIR e t ,,, �• _ AND CONSUMER AFFAIRS,PURSUANT TO SUFFOLK GOUNTY CODE,563-14(II)(.U• - • • �v1 1. THE OWTS INSTALLER SHALL RE615TER THE OWT5 WITH THE 5GDH5 USING DOGUMENT'5 PROVIDED BY 5 0 L/Min DUPLEX 6FI OUTLET INSTALLED I LOAFER ,X:.: "3< a X _-�� Fyn W O ' � • THE DESIGN ENGINEER. 6.3 GFM IN WEATHERPROOF ENGLO5URE WP I- `, 8. THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE AGREEMENT WITH AN ELEVATION 120 L/Min MAG200R FINISHED GRADE c AUTHORIZED MAINTENANGE PROVIDER. THE AGREEMENT SHALL HAVE A MINIMUM 3-YEAR SERVILE Q 4.2 GFM TYPICAL SLAB DETAIL INTERVAL. 4. NO KITCHEN SINK GARBAGE DISPOSER SHALL DISCHARGE TO THE OWTS. ENGINEER, MAGSOR FUJI CLEAN - ONE LINE DIAGRAM AT ETU BLOWER UNIT 10. NO WATER SOFTENER SHALL DI5GHAR6E TO THE OWTS. SEPTIC TANK CONSTRUCTION CRITERIA, SCALE: N.T.5. 11. INSTALLATION AND USE OF THE I/A OWT5 MUST GONFORM TO THE DEPARTMENTS APPROVED I/A OWTS ' ry THE DESIGN OF 114E LEAGHIN6 POOL SHALL BE BASED LPNON 80 L/Min NOTE: PROTECT ALL ABOVE AND BELOW GRADE WIRING, L.FOR AREAS ON SAND AND GRAVEL, 6111DANGE DOCUMENT PREPARED IN AGCORDANGE WITH HE 5TANDARD5 FOR"APPROVAL AND v RUN IN PVG CONDUIT,SGH 40,MINI14M. A MAXIMUM LEA04I116 RATE OF 1.5 GALLONS OF SEWAGE PER DAY PER S.F.OF 51DEWALL AREA 28 GFM MAG60F NO 5GALE MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ON SITE WASTEWATER TREATMENT SYSTEMS." c - . T 2.L.EAGHIN6 POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EGUAL) 12. THE UNIT 54ALL BE VENTED TO THE ROOF OF THE RESIDENCE BEIN6 SERVED.VENT PIPES 54ALL CO LEAGHNG STRZIURE5,50LID DOMES i/OR SLABS. G WELDED JOINT EXTEND A MINIMUM OF 6"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM 3.LEACHING POOLS SHALL BE A MINIMUM OF 8 IN OUTSIDE DIAMETER. 40 L/Mh MAG40R M tf �� HORIZONTAL SEPARATION OF 12"TO THE SLOPED PORTION OF THE ROOF. IN GA5E5 WHERE IT IS NOT > �` PUMP PRAGTIGAL TO VENT THE 5Y5TEM TO THE RESIDENCE ROOF,A VENT PIPE MAY BE PIPED TO THE 4.AGGE55 OPENIN65 WITH A MIN.DIA.OF 20"5HALL BE PROVIDED FOR EACH POOL. 1.4 GFM MAG60R = TANC WALL CO�T�ADAPTER 5.ALL COVERS,W-EN NOT REQUIRED TO BE BROUGHT TO 6RADE,5HALL BE OF PRECAST ALARM EFFLUENT FLOAT EXTERIOR SIDE OF THErA RESIDENCE AND TERMINATES A MINIMUM OF IS"ABOVE GRADE. THESE VENT REINFORCED CONCRETE(OR EQUAU.COVERS OVER 3'0 ARE NOT PERMITTED MAG40R MhC:80 VISUAL BEACON�\ FLOAT PUMP SWITCH 3/4'PVC CONDUIT PIPES SHALL BE LOCATED A MINIMUM OF 3'FROM ANY WINDOW OR DOORWAY AND MUST TERMINATE SWITCH WIH A CARBON FILTER DEVIGE.ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2" 6. ALL CAST IRON GONERS SHALL BE SET AT FIN.GRADE,BE LOGKINLG,WATERTIGF4T, O ON51TE WA5TEWATER 13. ALL ADAPTORS,R151l SAFETY 5GREENS,AND LIDS SHALL BE MANUFACTURED BY POLYLOK OR ". ) :i 0>`. `33 IN56GT-PROOF 4 APPROVED FOR 5EWA6E USE, O 5/0.73 10/1.45 15/2.18 20/2.q 2513.63 30/4/35 35/5 08 TREATMENT SYSTEM AIR LINE EQUAL. I/A SYSTEM 14. DIRECT BURIAL OF ELECTRICAL AND CONTROL HIRE5 15 PROHIBITED. ALL WIRES SHALL BE EN6A5ED S ;SON IN PRESSURE KPa/PSI � O FLED GOUPLJN5 15. HE40WTSSNSTALL R SHALL PROVIDEEITHER A 20-AMP GIRGUIT BREAKER INSIDE THE DWELLING JEFFREY T. E3UTLER,F.E. TYP I GAL SANITARY LEAGH I N FOOL (LP AND CAI B�SEAL MANUFAGTI�ER MAIN ELEGTRIGAL PANEL OR INSTALL A 5UB-PANEL IN AN EA51LY ACCE551BLE LOCATION. PRE5ED AROUND PROVIDED TANK 16 INVERT ELEVATIONS ARE ESTIMATED THE OWT5 INSTALLER SHALL CONFIRM ELEVATION5 PRIOR To HOT TO SCALE FASTEN PANEL TO PERIMETER OF PENETRATION L CONTROL PANEL T}{�ADS GONSTRI,CTION AND NOTIFY THE DESIGN ENGINEER OF ANY DISGREPANGIES. � PROPOSED 'H'FRAME, NEMA 4X 11. THE OWT5 IN57AIIER.SHALL NOT BACKFILL ANY WORK PRIOR TO INSPEGTION5 BY THE ENGINEER AND SEE DETAIL,THIS DW6 ASSEMBLY DETAIL 15. ALL MATERIAL,WORKMANSHIP,IN5TALLATION PROGEMRE5 AND MAINTENANGE OF TRAFFIC SHALL BE O EQ AIR COMPRESSOR NO 5GALE PERFORMED BY THE OWT5 INSTALLER. GFI OUTLET ENGI-05URE�p`5E IG. OWTS INSTALLER SHALL BE RESPONSIBLE FOR ANY AND ALL MARK CUTS FOR ALL UNDERGROUND O wG 50GxNPT MALE UTILITIES AND 5ERVIGES IN THE AREA AMC)RELOGATE THEM A5 REQUIRED THROU6HOUT HE PROJECT AIR LINE TO 3/4"NYLON Tr1BIN5 PER PREVALENT GORE. U5E 20A BREAKER LTERWITH T 20. FINAL APPROVAL SHALL NO BE GRANTED UNTIL ALL HE FOLLOWING REQUIREMENTS ARE FULFILLED �/ O LL TREATMENT TANK O FROM BUILDING PWR PANEL R�WALL wG WELDED J01nr TO THE SATISFACTION OF THE ENGINEER,SGDPW,AND SGDHS. Z - 21. GONTRAGTOR SHALL BE RE5PON51BLE FOR GOMPLIANGE WITH FEDERAL,STATE,COUNTY AND LOCAL LOCK NAB /2'PVC,COMMIT 14'wG H05E BARB SAFETY CODES rT I- OI Z D POWER LINE TO FLOAT x NPr FITTING 22. NO GONSTRUGTION SHALL COMMENCE UNTIL A PERMIT TO GON5TRUGT A WASTE DISPOSAL SYSTEM HAS w Z O 3 Li_l ELECTRICAL BEEN ISSUED. W O O AIR LINE FOR ALARM FLOAT cANDUIT DETAIL 'B' 2 OWT5 INSTALLER TO COriPAGT AREAS DI5TURBED TO q5%PROCTOR DEN5ITY(36 IN.BELOW GRADE, I- O •� �- O t O 'PVG THREADED 3/4'wG��xWr 12 IN.LIFTS MAX). < O X U5E 15A BREAKER_,A MALE ADAPTER TANK GONNEGTION 24. OWT5 INSTALLER SHALL iUBMIT ALL INSURANCES TO THE OWNER PRIOR TO COMMENCEMENT OF WORK, nil/ (POWER FOR C.OWRE55M ATE; Bum-5EAL. DETAIL 'A' NO SCALE 25. OWT5 INSTALLER WILL BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL DAMAGE TO Al W IL 0- BLOWER MUST BE HAND WIRED PRC-55M AROUND 3/4'wG 5TRUGTURE OR GRADE AS REQUIRED BY A6ENGIES HAVING JURISDICTION,AT NO ADDITIONAL COST � v I- O Q MAG "COR II'AIR 13LONER THREADS R15ER GONNEGTION GOtbUIT TO THE OWNER, Z LU O NO SCALE 26 PROTECT EXISTING,GHTS INSTALLER ALL Et5TRUG UR O ALL SAFETY AND PEDESTRIAN .MEASURES INGLUDIN6 SHEETING AND SHORING TO ^ W LLI L6 CONNECTION DETAIL - 6. E D P.G.EQUIPMENT SLAB 21. ON75 INSTALLER 5HALL VISIT THE SITE,REVIEW ALL GON5TRLGTION DOCUMENTS PRIOR TO SUBMITTING I--{ 1-I Q�/ (v (SEE DETAIL,THIS DWG) THE BID. CONTROL PANEL AND BLO R C 25. OWTS INSTALLER SHALL 11'I ORM THE ENGINEER FOR ANY OMI5510N5 AND OR DEFI6IENGIE5 AS 50ON _. _. TO BE MOUNTED ON H FRAME OR EQUAL,SEE DTL THIS DWG A5 THE OWT5 INSTALLER BECOMES AWARE OF IT. NO SCALE �� _� 2q. OWTS INSTALLER SHALL GOOPDINATE THE WORK WITH ALL AUTHORITIES HAVING JURI5DIGTION. N 4' INLET PIPE 30 PROPOSAL INSTALLER SHALL VERIKY ALL FIELD CONDITIONS AND DIMEN510N5 PRIOR TO PROVIDING BID O O O O a -RISER(TYP) _ 31. OWTS INSTALLER SHALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK 5AT15FAGTORY TO �J � # LL H O CV - Air GIOWer shall be: FLEXIBLE / / /� 'OUTLET PIPE 5GDPW,5GDH5,AND THE ENGINEER. NO ALLOWANGE SHALL BE MADE ON BEHALF OF ANY ERROR OR F-1 O \ \ \ NEGLECT ON THE PART OF THE GONTRAGTOR 0� N I ✓ in as close proximity to control pane s possible COUPLING / \ / \ / \ 32. OWT5 INSTALLER 54ALL NOTIFY THE 5GDH5 48 HOUR5 PRIOR TO THE IN5PEGTION, N PROPOSED BLOWER ✓ on, a solid (e.g. concrete) pad to mini ize vibrations LL - MODEL No.MAC15OR11/20011 ✓ in a location above water level I\ j I\ j ---4 ✓ T \ / \ / ! / OI FLEXIBLE www,dignetnycli.com Z LLI away from grease exhaust fans. � � �� � 1\ � � COUPLING or of NEW YORK CITY WWW.ca]1811.com Z Alarm Pan >.1 shall be: �' away from bedroom windo vs and of er locations where a ` Av ` &LONG ISLAND (for other states) O ✓ in a well ventilated area as operational sounds (although minima )may be a nuisance Q dry and protected from ✓ In a location that allows unencumbil access for' -� Dn"I at 800-272-4480 1 811 v elements as possible inspection and maintenance activity ✓ in as close of proximity to ✓ %vi'th proper electrical grounding „ � E DETAIL 'B"FOR PAGE. p p P I SEE DETAIL A FOR V � Bylaw,excavators a^d contractors working in For safety reasons,homeowners are strongly FujiNIAC Blower as possible ✓ with wiring and electrical connection made by a licensed THROUGH R15ER CONNECTION CNTRL THROUGH TANK the five boroughs of Ne v York City and Nassau encouraged to call as well where planning any PAS < CONNECTION DETAILS and Suffolk Counties on Long Island must type of digging on their property. ✓ L"+IrediJyC(rJallfled electrician. V contact DigNet,1-800-272-4480or811,atleast Homeowners can contact us directly at electrician ✓ with no objects on top of electrical co d. 48 hours but no more than 10 working days 1.800-272-4480orby calling 811,the (excluding weekends and legal holidays)prior national call before you dig number.For ✓ in a location that allows ✓ in a we!I ventilated space out of dire t sunlight and to beginning any mechanized digging or excavation work completed an personal OI FLEXIBLE COUPLING MEETING A5TM CA23 5TANDARD BLOWER m excavation work to ensure underground lines property,it is the contractor's UnenCUt11L7P_red access for protected from elements such as dire t rain or snowfall. 0JAL TO FERNGO WITH 5TAIN.P555TEEL SAND5 PROP05M P.G.PAD, are marked.Excavators and contractors can responsibility-NOT the homeowner's--to inspection and maintenance ✓ Hardwired to power in states and juri diction s that require SEE DETAIL T1415 DW6 also submit locate requests online,through contact DigNet.Having utility tines marked O SEALANT MEETING A"CAgO 5TANDARD5 BWAL ITIC.If you do not currently use ITIC,please prior to digging is free of icharge. SP2 1 activity a hardy,+fired connection. TOGONSEALGS-101EUTYLSEALANT' call 1-800-524-7903 for more information. of 2 SCDHS SET own N ..........M., LEGEND .......... ........ WALL ------................ EDGE OF PAVEMENT ------------------ oi-i ...... OVERHEAD WIRES CHAIN LINK FENCE .......... ....................... ............ WIRE FENCE CONCRETE GUIDE RAIL EDGE OF WOODS w WATER MAIN SANITARY LINE FINISHED FLOOR ELEVATION ORCHARD STREET 1 .5 t:',43 SPOT ELEVATION Lij ELECTRIC CONTROL BOX 19.14 79 63 ........... ........................... 20,G 7 20.15 20.35 203.4 113 ....... G STRUCTURE - SANITARY 10 CLEAN OUT 717-OH aq oH............ OH........................M:l CH Cr4............... OH........ . ................ Oq--------- 06 (0 DRAINAGE INLET S 65*35'35" E 276.28' J It UTILITY POLE 8 xx I L A STAKE FOUND x ivy N C' .�'� / X X X X X 0.2�A111 -4- 01 -Ar SAWARY LOCATK:)N TIES Off/ z fDGC OF ClEARING SANITARY STRUCTURE BUILDING CORNER +X A 23' 2 31'-9" 30,-B" 3 161-61 29--4" 37-10" 26'-4" + 20,3 ;z B,F' D r)IA. VVELll_ LOCAMON TES FFP WELL BUILDING CORNER BIN FE L + WELL q D .7'w ON 1(j.2 HEAD . ..... UNF % 107-7 too- 10)p 123 19,2 IL 4 1 HEAD Rim 13, 20.27 WELL I-FEAD 2 If- 79.7 NOTES: + In 1q!) V M I. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE, AND IS NOT B PURPOSE. 0 INTENDED TO BE USED FOR A TRANSFER OF TITLE OR ANY FINANCIAL 01, 3FP/ 3 4� (e M < 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND THEREFORE, THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN OR ADDRESSED. 3. PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS s' c�F� f \ 4. SURVEY. 19.4 q rK 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR ")tD 0 CONSIDERED AS PART OF THIS SURVEY. 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS OR ANY OTHER CONSTRUCTION. �,. ,t 6. LOT AREA = 80,132 SQUARE FEET OR 1.8395 ACRES. D FD � *FE IF51- D Xn 7. ELEVATIONS SHOWN HEREON REFER TO N.A.V.D. 1988. 0 S. LOCATION OF SANITARY SYSTEM, WATER LINE, AND UNDERGROUND FE .21&' < J U L 1 2 2024 V DRAINAGE PROVIDED BY OTHERS. OXW 19.7 Ft Ft. K TAJ� COVER 9. THE LOCATION OF ADJACENT WELLS SHOWN ACCORDING TO A SITE PLAN N IRUILDLNGDEPT. i LI O NL PREPARED BY JEFFREY T. BUTLER, P.E., P.C., LAST DATED 121212020, APPROVED BY S.C.D.H.S. ON 1213112020, TOWN JF SOVnlol"' / � 1a. ^ a' DIA, 5/15/2024 S.S. ADDRESS S.C.D.H.S.COMMENTS >+ 4/29/2024 S.S. ADDRESS S.C.D.H.S.COMMENTS 19.4 Dote By Revision + Surveed by: 24.1 y J.E. Drafted by: A.V.R. Checked by: C.W. 01 \> ,wao 20.4 0 + o 14._ V ts a r re ffnn Bonaca % 20.0 n Weele, Pc ,Z)U U ko�'J iy U J107 "EPARTMENT -*'F " 'EALTH SERVICES A JA FL Engineers Surveyors • Planners P P17R 0' L ()'F C 0 N S T E D WO ON UNr LINE 175A Commerce Drive Hauppauge, NY 11788 fX 7'E M 7' A S I N G L E F-A M I 0 T631.435.1111 F 631.435.1022L is.5 N 65"42'20 * W JF%� 268.63' 2 .1 www.bbvpc.com TAX LOT 11.7 + Tax Map: DISTRICT 1000 SECTION 25 BLOCK 4 LOT 11.1 DC-Ae 6/10/24 H S. Rey Pl!0. R-20-1998 MAP OF BAYVIEW FARM AT ORIENT C eri'i';cj: 11-e pror)ody dk�oidod�KocQ:)wa, PROPERTY wi+,flip The sewage (11t)osal and water SLIPPly fc-'OflifieS at this laxation !lave t,ecn "U­<"?v" I. rie New York:Iaie 4 SITUATE inspected andlor cerli ound and is Y'l ran to be satisfactory FOR A MAX IMUM OF 6 B EDROOMS, ORIENT cnl- SOUTHOLD SUFFOLK COUNTY, N.Y. TOWN OF 0 4m� OSOi4% CRAIG KNEPPER, PE., CHIEF 4A FINEAL is a vialutan 0' r' I New Yo of" Office of Wastewater manacennent State Edtxarior,Lcm, Copies of this st;r'ey map n&bealflj+e hnd SURVEY LM: FINAL smiirors errbo,'Sad sec)O'cl sig'alwre steal! MEW: FINAL nvi be wrisidered io Lyw,u hue,uid valid co,y @ 2023 BBV PC Date Scale Project No. Sheet No. APRIL 29, 2024 ]It = 20' A20*762 of K:Wa201A20076ADWGW00762RD.dw9,FINAL SURVEY,5/15/2024 9.3146 AM,1]13rmt,Boma&Van Week/AVR ORCHARD STREET (G S 65035'35" E 276.28' 11 0 -- — . 8.140 � N 60. 1 1 5ego � eri 0�- I.3•�3 N ~ ` it, Z ' 5_1 76. 7+ JAI Q J !1`22 ED Z 11'0 BUILDING DEPT.. le9 > rr�lnrKrrlr cro fr�nl o. •gyp G�Jr� ° NOTE: (cl y. THIS SURVEY WAS PREPARED FOR THE SPECIFIC PURPOSE •o• Q OF SHOWING THE EXISTING FOUNDATION IN RELATION TO THE PROPERTY LINES. ALL OTHER IMPROVEMENTS, a 1 POSSESSION AND/OR STRUCTURES, IF ANY, ARE NOT / in �+ f^ Doze BY Revi:ton V/ sunreyed by: Droed by: A_7R. checked r C.W. 0 in 1 - Barrett o 1 Bonacci & Van Weele, PC rZ Engineers Surveyors . Planners 175A Commerce Drive Hauppauge,NY 11788. T 631.435.1111 F 631.435.1022 —— —— —— —— — www.bbvpc.com N 65042'20" W 268.63' Tax Map: DISTRICT 1000 SECTION 23 BLOCK 4 LOT 11.1 pbd+e_Puydp�dW_—rd. PROPERTY era- +reergeoded � z 1a:.,dS")_O&p d1 IF-Mer,'t� TAX LOT 11.7 �1 MAP OF BAYVIEW FARM AT ORIENT Ste, dPdes�d�s.��, SITUATE - ,�,<�:xes•,i�;Y�.��d,d� ORIENT — Feecn crd;,op canlu.an d st.anng n . -. 6eeean d erccmarnces.SeM c-Ciceseu ' sFo:l""c^�Y p+m pnsau a+d�a ecm.'es TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. u> +e. ,a FOUNDATION Stelkk c"d5ee aTOvd:w k LOCATION cc'e F,5 w*j"nix:., a . .. s:ncyo i e",ee,xd sed and s;gwfuc s'"Q . _ ra cocrosdecd a 6eo*w cru.darwr _ e 2021 88V PC _ - - _ Dole Sw a Projod No. Sheol No, 1 OcrOBER 19,2021 1"= 40' A200762 O1 I ; Ko L) 1,�� �6w�ld iS �Ftwo Cfk+y � cri �� LE(BD EDDE�PAVEYENr O —CH— OV MEAD WRES G —ICJ-1�.—�] aaN uMM rwcE Q _ MIRE-IX I,`-{Vr1��4J� Cp/CRETE i1 %+-•-�� GUiDE RAIL •-y V(}��� EDGE OF M0005 ZWATER PAIN h< 0 -� SANITARY LINE >a �,,,.., rlwsMEn noon¢EVAna �Q .-A I'+y°I= EIECIRI BC YI—ma BOY ORCHARD STREET J = Brm—RE._waTARY f° A� X a m OUr 0 "'^o DRAINAGE INLET. ,.• a 5 85•J5'J5'E —278.28' � � � •a unurY POLE A STARE FOUND E/ r-•—•—•—•-_•—•—•—•—•—•—• 11 /RI •-ory�'1 BIWEMY LOOM70111® ,•^�/N Br/ / 1 1u°cvFc eulLa e ER .. B• 1 1 2 / T• 1 L.oaLnoa tEn , , WELL naNc corwm 1 C I /� s E DPS µAYNI $ 5 R,_y.0 tz :DEED ANY. "p m ° Rr • !' Wa.<!D � � ! BB L WIRE NOT E) + �•� �� f � {Y' s 1� 7� 1 TI u No GU IN CµI­B� o P nNo MEAS ADOnIo b D? o- r1 MM00srR aN. a+Es y z T.El£vAn R.7 ro NBA'v.D.11B .\ `M•I "� a DRLOCAAINAIX PRO S DIED BY D TI N4 WAIFA UNE AND UNDERQt Q4 !` • bb• �I/ Y.1NE LOCAna OF AD.IACENr WELLS SHOWN ACCdt...TO 'N PREPARED BY J FREY T.BUT—.P.E.P.C..UST DATED 1 a ' APPROKD BY S.CA.M.S.a 12/3I/2020. V1 VI + YIYm r �p M/ad DI Dm B/ .Dm11 mWDiO Barrett Bonacci& Van Weel Engineers Surveyor Planne JFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 7 APPROVAL OF CONSTRUCTED WORKS FOR 1.w 11 n,6s1aTs.lou ASINGLE FAMILY R NCE N 65'42'20•W � 288.BJ' 1 T.Mop:DISIRICI#00 SECTION 25 U=4 I TAY LOT 11.T + YAP OF BAYYIEW FARM AT­T to 61+0124 H.S. f No. a+sse — PROPERTY sum sewage disposal and water ppty to "lies al This loca n have been '°" ' oeded and/or certed by Ih' Depar nt or other agen es and found ORIENT suROB re satisfactory FOR A MAX AUM 6 BEDR MS. � o FINAL CRA11 KNEPPE SURVEY. OfBoe f Wastewater Management A.T. gW1rb rb. 29. •=20' A200762 Generated by REScheck-Web Software t Compliance Certificate Project Proposed Gibbons Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,122 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Jeffrey Butler 15168184379 jeff@butler-ae.com Compliance: Passes using UA trade-off Compliance: 7.3%Better Than Code Maximum UA: 620 Your UA: 575 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,442 49.0 0.0 0.026 37 Ceiling 1: Cathedral Ceiling 798 30.0 0.0 0.034 27 Wall:Wood Frame, 16" D.C. 2,763 21.0 0.0 0.057 112 Door: Glass Door(over 50%glazing) 256 0.310 79 SHGC: 0.30 Window:Vinyl Frame 340 0.310 105 SHGC: 0.30 Window 1:Vinyl Frame 204 0.310 63 SHGC: 0.30 Wall 1:Wood Frame, 16"o.c. 1,376 21.0 0.0 0.057 78 Floor: All-Wood Joistfrruss 2,240 30.0 0.0 0.033 74 Compliance Statement: The proposed building design described here is con Stent th the building plans,specifications, and other calculations submitted with the permit application.The proposed building- s been esi " to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory req Yemen IN Scheck Inspection Checklist. EY T. y0 �iU7/ ame-Title tSignature �� Da e m LU w ZN�O 073493 A � Project Title: Proposed Gibbons Residence FESSION Report date: 03/02/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web 9 C�J( Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plaris Verified Field•Verified # Pre-Inspection/Plan Review Complies?: T omments/Assumptions: & Req:ID ; Value- Value 103.1, !Construction drawings and ❑Complies 103.2 :documentation demonstrate ❑Does Not [PRl]1 energy code compliance for the !building envelope.Thermal ❑Not Observable lenvelope represented on _ _ ❑Not Applicable ; !construction documents. 103.1, ;Construction drawings and t ;i❑Complies 103:2; Idocumentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 (lighting and mechanical systems. ❑Not Observable p� !Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC !Commercial Provisions. :- 302.1, Heating and cooling equipment is', Heating: 1 Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]2 on loads calculated er ACCA p Cooling: Cooling: ;❑Not Observable 00 Manual J or other methods Btu/hr Btu/hr --- approved by the code official. UNot Applicable ; Additional Comments/Assumptions: .h ., ( I , i 1 I High Impact'(Tier lj;• 12 Medium Impact(Tier 2) 3:1 Low Impact(Tier 3) Project Title: Proposed Gibbons Residence Report date: 03/02/21 Data filename: Page 2 of 9 Section o Foundation Inspection Complies? Comments/Assumptions & Re�q.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not 13 and extends a minimum of 6 in. below bNot Observable' grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ❑Does Not v ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Gibbons Residence Report date: 03/02/21 Data filename: Page 3 of 9 Section ' Plans Verified Field•Verified # Framing-/Rough-In Inspection Complies? Comments�Assumptions & Req.ID. Value- Value 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, : table for values.average). � � �❑Does Not ' 402.3.3, 402.5 ;❑Not Observable ; [FR2]1 ;❑Not Applicable 0 I ; 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ; U 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 v I instructions. ❑Not Observable i ❑Not Applicable 402.4.3 !Fenestration that is not site built ❑Complies [FR20]1 lis listed and labeled as meeting -. ❑Does Not lAAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC = - 400-that do not exceed code - -'- - Not-Applicable - - limits. 402'4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm i leakage at 75 Pa. ❑Not Observable ! € ❑Not Applicable 403.3.1 'Supply and return ducts in attics _ ❑Complies [FR12]1 l insulated >= R-8 where duct is ❑Does Not u I>= 3 inches in diameter and >= i ❑Not Observable ' R-6 where < 3 inches. Supply and ❑Not Applicable ,return ducts in other portions of f pP icable Ithe building insulated >= R-6 for i diameter>= 3 inches and R-4.2 , 'for< 3 inches in diameter. 403.3.2 I Ducts, air handlers and filter ❑Complies [FR13]1 :boxes are sealed with ❑Does Not (joints/seams compliant with s CO) ;International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable !applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ��'; ❑Not Observable f !❑Not Applicable 403-.4 HVAC piping conveying fluids R- R- ;❑Complies [FR1.7]2 above 105°F or chilled fluids :❑Does Not G Below 55°F are insulated to >_R- i ; ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 !piping. ❑Does Not I ' V { ❑Not Observable i ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- I❑Complies [FR18]2 zR-3. ;❑Does Not (0) ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air []Does Not intakes and exhausts. ; ❑Not Observable , f ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Gibbons Residence Report date: 03/02/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Gibbons Residence Report date: 03/02/21 Data filename: Page 5 of 9 Section Plans Verified Field Verified ' Irisulation.lnspection Complies? Comments)Ass,umptions', & Req.ID, .._.' Value Value T303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not V provided. ❑Not Observable ( ❑Not Applicable 402.1.1, Floor insulation R-value. ; R- ❑Complies ;see the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel 1❑ Steel ;❑Not Observable U I ;❑Not Applicable ; 303.2, Floor insulation installed per ❑Complies 402.2.8 ;manufacturer's instructions and it ❑Does Not [IN2]1 in substantial contact with the GO underside of the subfloor, or floor J❑Not Observable insulation is in iframing cavity ❑Not Applicable I contact with the top side of ;sheathing, or continuous - - I insulation is installed on the # "" underside of floor framing and :extends from the bottom to the r TWO of all perimeter floor framing — - — - members. 402.1.1, l Wall insulation R-value. If this is a; R- R- ;❑Complies ;see the Envelope Assemblies 402.2.5, i mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.21.6 !wall insulation on the wall ❑ Mass ❑ Mass [IN3]1 lexterior,the exterior insulation j ❑Not Observable requirement applies (FR10). ; ❑ Steel i❑ Steel I❑Not Applicable 303.2 Wall insulation is installed per I " ❑Complies [IN4]1 ;manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Gibbons Residence Report date: 03/02/21 Data filename: Page 6 of 9 Section Plans Verified" Field Verified li# final Inspection Provisions Value ' Value Compes? P., Comments/Assumptions & Req.ID' 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.E . t❑Not A licable [Fill' � � � PP 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every I300 ft2. _ ❑Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable E ❑Complies [F]22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies [F13]1 ;Insulation >_R-value of the :❑Does Not ;adjacent assembly. ;❑Not Observable - ----- —— -- �❑Not-Applicable -- 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ' ❑Not Observable ; ❑Not Applicable 403.3.3 ;,Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F127]1 ;determine air leakage with ftz ft2 :❑Does Not either: Rough-in test:Total leakage measured with a ; ,❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable �w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch �w.g. across the entire system including the manufacturer's air I handler enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable tests, verification may need to ; ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. IE]Not Observable ; !❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable ' initially set by manufacturer to ; code specifications. ❑Not Applicable ; 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. IE]Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ; [FI11]z systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ' ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Gibbons Residence Report date: 03/02/21 Data filename: Page 7 of 9 Section Plans Verified Field.Verified # °Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value Value 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed } ❑Does Not HVAC equipment meet efficacy } and air flow limits per Table 4 ❑Not Observable , R403.6.1. ; ❑Not Applicable 403.2 Hot water boilers supplying heat f❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback } control to lower boiler water i ❑Not Observable temperature based on outdoor ` ❑Not Applicable } {temperature. } 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated } ; return pipe or a cold water supply f ❑Not Observable , pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are - not present. Controls for - circulating hot water system '. 1 pumps start the pump with signal for hot water-demand-within the -_-- occupancy. Controls l automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ! I 403.5.1.2 Electric heat trace systems �❑Complies [FI29]2 comply with IEEE 515.1 or UL € . ❑Does Not 515. Controls automatically I adjust the energy input to the ❑Not Observable heat tracing to maintain the } ❑Not Applicable desired water temperature in the ., piping 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump } and limit the temperature of the { ❑Not Observable water entering the cold water }� ❑Not Applicable piping to <= 1049F. } 403.5.4 Drain water heat recovery units `= - ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ) [:]Not Observable recovery units < 3 psi for f .. .�❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water - heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 ;90%or more of permanent # ( ❑Complies [FI6]1 fixtures have high efficacy lamps.i ❑Does Not f ❑Not Observable } ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. € ❑Does Not U f ❑Not Observable } ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not f ❑Not Observable f ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Gibbons Residence Report date: 03/02/21 Data filename: Page 8 of 9 u , Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & RI:q:ID 303.3 Manufacturer manuals for ❑Complies [HiEw. mechanical and water heating ❑Does Not systems have been provided. !!! f I❑Not Observable ! ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Gibbons Residence Report date: 03/02/21 Data filename: Page 9 of 9 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window- - - - 0.31 - 0.30 Door 0.31 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments t ORCHARD STREET X3115 X32.21 > rz � T TEST HOLED TA CLOSEST CROSS STREET: EL.305' 0.0 TABOR RD, �D• X 51.67 _ 30.41 X X 31 a l NYT13 NYTI4 NYT12 o r rr 31.1 t PALE 6ROl^N Y "' �, S 65 42 20 E 275.08 St1I3JFCT X FINE 5A1d7 311 10%ERAV5_s I . • PROPFRT'Y � �.s Q 6ROUI0WATER a EXISTING U15 5ERVIGES ® EL 14.O' -165' " `s POWER AND COMMUNICATION ---- �� LINES IN GOMMON UTILITY TRENGH WATER IN P X ` NO " 5AND N110 S NE 24.86 r C. GRAVEL 5W t EL.135 -ITA LOCATION MAP: �l NOT TO SCALE McDONALD fiE05G C-NGE 30.5 O ON oe-1241 4 I-A PROPOSED SITE PLAN FOR: NEW SWIMMING POOL APPLICATION O SITUATE AT: 16 � ry EXI5TINO 6 BEDROOM ORGHARD 5T. ORIENT,NY DATUM: NAVD88 ° S TOWN OF 50UMLD f . �/A UON LEANIEUSA SANITARY D`TREAT�ENE UNIT (ETU), NEW PORK Qo 5UFFOLK COUNTY, `SP_ �e MODEL GENT (6RAVITY SYSTEM, DESIGN FLOW: TOO OPP) 5GTM No.: 1000-025DO-04-00-0I1.001 2 - 8'rP x 8' EFF. DP LEAGHIN6 POOLS GROUNDWATER MANAGEMENT ZONE: IV(600 6PDIAG) O�� I - 4'� PRE-CAST DISTRIBUTION POOL (SEE DTL ON 5P2) %BDIVI510N NAME 13AYVIEH FARM AT ORIENT', x32.0 FILE MAP: -1045, FILE DATE: JANUARY Iq, Ig82 l LPG \_ / EXISTING 30.5x r �P` WELL SITE DATA: LOT AREA: 80,343 SO T. (1.84 AG) EXISTINGTEST y / x32.0 WELL ® HOLE G . / LOT GOVERA65 EXI5TIN6: PROPOSED: EXISTING 32.ox (O 2.0 $ 5EPARATION 015TANGE R UIREMENT5 DWELLING 2,261 50.FT. (8.0q%) 2,261 5Q.FT. (B.OG%) N.G. WELL ,�, hy6OP FOR 5TORMWATER L.EAGHI 6 5TRUGTUREa R.O. PORGH 12q 5Q.FT. (052�) 12q 5Q.FT. (052515), N.G. ETU �� AND PIPIN6 RE5IDENTIA R.O. PATIO 200 5Q.FT. (1.4596) 200 50.FT. (1.4596),N.G. �° .� �� r LOT GOVERA66 2,5a0 50.FT. (3.2�) 2,5a0 50.FT. (3.22%),N.G. EXI6TING � 0 0 ° DRAINAGE L�.HIN6 POOL5: MUM GE55POOL �{j5 <` �0� EWIILD�INE-6 HITH C 5ELARl= 10'MINI GRAVELTDIZIVE C�IN6GO�� BUILDIN65 ON SLAB = 5'MINIMUM WATER SERVICE LINEILATERAL5/M N5= 10'MINMUM UNDERGROUND UTILITIES= 5'MINI T l m F� { SANITARY SEPTIC TANK= 20'MINI v sn�1 PUMP SANITARY ON =N2O'MINIMUM 20'M IMLM ^ O ` x32.5' MANHOLE - 20'MINIMUM h-+-■;1 PRIVATE WELL6- 50'MINIMUM RETAINING WALLS = 10'MINIMUM N EXISTING FUEL STORA6E TANKS(BELOW O) = 20'MINIMUM �[ _ 31.5x 2 5TY` FIR D14LG O� N j)J lY� FINPL.EL. 340' OO t�j. DRAINAGE NON ING STRX E5: O � WATER 58WIGE LINE5M ,NINS= 5'MINIMUM } W/BASEMENT 00. UNDERGROUND UTILITIES= 5'MINI W m X www.dignetnycli.com f (6 BEDROOM) - \Q p or CP , VERTICAL SEPARATION DISTANCES STORM X Z Il- vI�.C,r 1_" ,rY www.ca]181l.com 9 .�',: e � � j2RAINA6E LIDS: o yq �) R I. %Itl•:it,t r'''C`•I. (for other states) '�9� yy �� � dJ HATER SERVICE LINES = IV'MINI C, 500-212-4 80 1 811 � � ��� �F� � AREA: l" e� SANITARY WATEE LINES= 0'MINI m � O s �' 2,261 SQ.F`f. ,� c \ O W By law,excavators and contractors working in For safety reasons,homeowners are strongly G -�,4 Q the five boroughs of New York City and Nassau encouraged to call as well when planning any EXIST. o and Suffolk Counties on Long Island must type of digging on their property. 31.0 y� x32 5' GE55POOL contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at O 48 hours but no more than 10,,vorking days 1-8C0-272-4480 or by calling 811,the i 1 {excluding weekends and legal holidays)prior national call before you dig number.For LQ 20'MIN / �'�1 to beginning any mechanized digging or excavation work completed on personal /O F\ti p ` oro5e excavation work to ensure underground lines property,it is the contractor's ,, �° 1 -�R(�Np O „� F••LI are marked.Excavators and contractors can responsibility--NOT the homeowner's--to i �(\ \ �i nnQ IMMIN6 also submit locate requests online,through contact DigNet.Having utility lines marked /' (✓� Q Dr POOL r T ITIC.If you do not currently use ITIC,please p for to digging is free of charge, l� \ w� J call 1-800-524-7603 for more information. PROP05ED ENCL. o OUTDOOR SHOWER 5.1'W x 1.3'LG E<�END• �� �'Y PROPERTY LINE - EXI5TIN6 CONTOUR PROP05� \ POOL EQUIP. PRINCIPLE YO SETRVK -- - - - EXISTING SPOT ELEVATION x6.0 t�T ION a� w , m I W EX SANITARY PIPE FINISFED FLOOR ELEVATION EXISTING UTILITY POLE O 0 EX.STORM DRAINAGE PIPE -sD-sn-so- �¢O \ OA� 3493 �`7T HOLE \ z _ PROP05EV PREGA5T Vd) OFESSIO 4 EX.UJ6 HATER SERVICE w 0` 0 � POOL BACKWASH AND EXISTING OJHRH;AD UTILITY LINE: A % 5TORACE LEACHING POOL EX.U/6 ELEGTRIGAL/GOMMUNIGATION EXI5TIN6 SANITARY 5Y5TEM: d, O O \ PROP. t XPPRVY T. BUTLER, P.E. 5ERVI(5E LINES: --E E ._ E -- \ PBLP � --U/6 U/5 U/6- CDVER R 6RVRAIX W PROP.bfi POOL FBIGE PROP.bfi POOL FENCE PROP05ED LAR DE6ATE O EXISTING SANITARY 5Y51Hi: PER POOL O GOVTR TO ERODE /-- LEAGHIN6 EXPANSION 32.Sx x32.2CD GOv�z>�I.H6RATE I 0 0 0 1 Pool/''`, Pool N 65°42'20" W \ 268.64' • _ v FUJI GLEAN U5A `-- ----� I LP / O o ENHANCED TREATMENT UNrr(ETU) `- Z O < z � ° o ° Oz o PRECAST SITE PLAN o ►- 7 CONCRETE CHIMNEY O FINALGRADE .. ._....ws.......,_.....,.. ..,..,.:,..,.>......,_...�.i: .._.r_........,....,.,...�... ............ ...::3� ...�........ ... . .... � Z w W o o a < PIPES HIGH DENSITY N 20 10 O 20 40 6 n 80 100 POLYETHYLENE(HDPE) 1 C.ONGRETECOVER � GRAPHIC SCALE I" 20'-O" i LU � !h SIZE, POOL DRN6 it Q 0 m GONN =4'A MIN - 6'THK x 8'4t CONCRETE SLAB I 4'PIPE DIA.MIN. I V DIA x 4'DEEP I� < O V (3 196 MIN.(AS REQUIRED) � I PRECAST CONCRETE � Z O (� o O I 2'MIN. I 2'MIN. LEACH"RIN6 CLEM SAND I � i 2GLwEANN 55AAN0 .:,, O # = O N AND 6RVL 1 AND 6 ZA FILL(TYP) ( 8'-0'VIA. 1 PILL(TYP) Q m_ o N CGOLLAR MAIERIAL-1 z &ND WTR _ z UNDERLYING SAND A1�GRAVEL STRATA o O Q ' v NOTE: POOL BAGKHA5H AND 5TORAC� GALGULATION: I. GOH AR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EX15T5 FOR FULL DEPTH. DEDIGATED TO: PAGE. 2.COLLAR MATERIAL 54ALL BE GLEAN 5.AND AND 6RAVEL FILL ONLY. SWIMMING POOL DRN6 STORAGE AREA(620 50PT) POOL GALL: TYPICAL FOOL BAGKH65H AND 5TOR.AC E 155'X40'POOL,DEPTH VARIE5 3.O'-6.O' (AV6. 4.5') POOL VOLUME = 2,1g0 GU.FT. (20NA GAU LEAGH I NO FOOL (PBLP) DETAIL 2OA(A 6AL X 0.05% = 1,044 GAL. (140 GU.FTJ NOT TO 50ALE TOTAL VOLUME REQUIRED = 1,044 6AL. 040 GU.FT) spi U5E 6) - VP x 4' L.D. LEAGHIN6 POOL TOTAL VOLUME PROVIDED = 1,2b4 GAL. (Ibq GU.FT.) t of I WMIN E"ww wmwm sm"p w mmwvwwmm� "Mmmemim" DESIGN CRITERIA: TABLE R402.2 NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). MINIMUM SPECIFIED COMPRESSIVE WIND SUBJECT TO DAMAGE FROM STRENGTH OF CONCRETE WINTER AIR ANNUAL ICE BARRIER USE/ MINIMUM SPECIFIED GROUND MEAN ASPECT r IT SPECIAL SEISMIC FR 0��T DESIGN FREEZING MEAN UNDERLAYMFNT WALL SHEATHING OCCUPANCY TYPE OF KI D r1i SPEED GRAPH LINE HEIGHT HEIGHT RATIO FIRE AREA COMPRESIVE STRENGTH (fc) (A) .,ED EXPOSURE TOPO Ic WIND-BORNE E FLOOD LIVE DEAD ROOF UPLIFT LOAD SNOW WIND DESIGN TEMP. INDEX TEMP REQUIRED SUCTIDNLOAD CLASSIFICATION CONSTRUCTION LOAD (MPH) CATAGORY EFFECTSREGION DEBRIS ZONE FATAGORY,WEATHERING DEPTH TERMITE DECAY HAZARDS LOAD LOAD MODERATE SLIGHT TO FROM 1998 PERIM ITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FINISH ED BASEMENT=NO CHANGr WEATHERINNG POTENTIAL 20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE] 11 599 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE 29.6 psf' INTERIOR ONE=24.6 psf SFD 32'-4" 2T-7 1:3 FIRST FLOOR=NO CHANGE TYPE V TYPE OR LOCATIONS OF SECOND FLOOR=NO CHANGE CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE J,N INFERED LUMBER TO BE DOUGLAS FIR#2 OR_Bj ENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE IS BASED ON TEST HOLES BY OTHERS 2020 NYS UNIFORM CODE-. SOIL BEARING CAPACITY FOR THIS SITE F I BASEMEXPOSED' TO THE WEATHER 2,500 2,500 -.,5()O(C) WITI 12020 RESIDENTIAL BUILDING CODE AND HAS BEEN DETERMINED TO BE BASEMENT SLAB'SAND INTERIOR SLABS ON GRADE,EXCEPT PUBLISHED BY NEW YORK STATE. 2,000 PSI(SW,SP)PER TABLE R401.4.1 GARAGE FLOOR SLABS 2,5(() 2,$00 2,500(C) OF TILE 2020 RESIDENTIAL BUILDING CODE TO THE BEST OF OUR KNOWLEDGE,THESE PLANS PUBLISHED BY NEW PORK STATE. BASEMENTWALLS,FOUNDATION WALLS,EXTERIOR WALLS AND OTHER VERTici.F.CONCRETE WORK EXPOSED TO WEATHER 2,500 1(n)(1)) /3•"(D)/ COMPLY WITH THE TOWN OF SOUTHOLD ZONING AND CONSTRUCTION CODES. ACTUAL FINISHED GRADE MAY VARY DEPENDING ON PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE EXISTING GRADE CONDITIONS WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000(f)XT) 1500(l),E,F) NOTE: Ik SQUARE All..LUMBER THAT COMES IN CONTACT WITH SEE DETAIL SHEET FOR FOR SI: I POUND PR INCH=6,895 KPA. A.AT 28 PSI. CONCRETE WILL BE ACQ LUMBER.ALL CONNECTION ALL FASTENERS FASTENERS FOR PRESSURE REQUIREMENTS B.SEE TABLE R 301.20)FOR WEATHERING POTENTIAL. C.CONCRETE IN THESE LOCATIONS THAT MAY BF,SUBJECT TO FREEZING AND THAWING TREATED WOOD ARE TO BE HOT`DIPPED DURING CONSTRI JCI1ON SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE 1). 1).CONCRETE SHALL BE AIR FNTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRFTF) GALVANIZED OR STAINLESS STEEL PER R3173 SHALL NOT'BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. F.FOR GARAGE F1 OORS WITH A STEEL-TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT TABLE R301.5 (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED IF THE SPECIFIED MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi. USE LIVE LOAD UNINHABITABLE ATTICS WITHOUT STORAGE 10 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 (y HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 BALCONIES(EXTERIOR)AND DECKS 40 FIRE ESCAPES 40 GUARDS AND TIANDRAILS 200 GUARD IN-FILL COMPONENTS 50 PASSENGER VEHICLE GARAGES 50 ROOMS OTHER THAN SLEEPING ROOMS 40 88'5" SLEEPING ROOMS 30 STAIRS 40 z TABLE R.301.7 ALLOWABLE DEFLECTION OF STRUCTUAL MEMBERS(b,c) STRUCTUAL MEMBER ALLOWABLE DE,F`LFCTION RAFTERS HAVING SLOPES GREA'I ER,rj IAN 3:12 uj WITH NO FINISITED,CEILING ATFACIIED TO RAFrFR9 1180 INTERIOR WALLS AND PARTICTAI 4S 11/180 A FLOORS UYA) CEILINGS WITH BRII-ILE FINISHES -(INCLUDING PLASTER AND STUCCO) 1A60 la" DIA x MIN 45" OEM= CEILINGS WITH FLEXIBLE FINIS14HS U240 OR TO UNDISTURBED SOIL (INCLUDING GYPSUM BOARD) P.C. PIER UJITH (oxro ACQ ALL 0`1711ER STRUCTURAL MEMBERS L240 POST TO DECK GIRDER. F,Xq'F,'RIORIVAI.I,.S-WINDI.OADS (,,0VITIf ANC+40R PER DETAIL PLASTER OR STUCCO FINISHES LIMA) SHEET, TYF`. EXTERIOR WALLS-WIND LOADS(0 WITH OTHER BRIT-I'LEFINISFILS LJ240 LINE OF DECK ABOVE EXTERIORWALLS WIND LOADS(t.)'A111,14 ----------------------------------------------------------------- -------------------------- ------------ --------------------------------------------------- ------- I FLEXIBLE FINISHF.s I.,I 20(d) I --, ♦ & e--, I -, , 1 (3) 2XI0 ACQ GIRDER (3) 2XI0 ACQ GIRDER (3) 2N'10 ACQ GIRDER N (3) 2XI0 ACQ GIRDER' (3) 2XI0 AC�Q GIRDER (3) 2XIO ACQ GIRDER (3) 2XIO ACQ GIRDER,v N LINTELS SUPPORTING MASONRY L16W 0—;- - — - — - — - — - — - -— - — - — - --- - — - — - — - x 0� VENEER WALLS(c) ♦ T61/2" NO'IT:I�SPAN LENCU11.If=SPAN IIFIGIIT T61/2" T61/2" 7'6!/2" 7'61/2" 716-1 -IT"O", a.FOR THE PURPOSED Or DETERMINING DEFLECTION LMITTS FERE.N., THE WIND LOAD SHALL BE PFR'sflm,.D,ro BE TAKEN AS 0.77 TIMES 11 TE 0 COMPONENT AND CLADDiNG(ASD)LOADS OBTAINED FROM TABLE R301.2(2). 54'9" b.FOR CANTILEVER MEMBERS,L 5:1 IALL BE TAKEN AS TWICE 71 TE LENGTH ul OFTIIFCANTTF.F,,VFR, > > tl cz V 0 c.FOR ALnfINUI\f STRUCrURALJ?,TFMBJ-RS OR PANELS TTSFD tu t fu v 0 LL 7161/2" :3 vcj 7161/2" T61/2" T61/2" T6 716" T61/2" v Lu X 0 b w B 0) Ul cz z cz A x 0 ------------------------ ui 2XIO ACQ DECK LEDGER, SEE ATTACPEMENT DETAIL 4 N7 - -------------- • I -'I I : U— A-4 IL- ------------ ------------------- ---------------------------4------------ COMP. FILL 2xI0 ACQ DECK LEDGER, SEE ATTACWEMENT DETAIL 2a20 - ----------- ------------- -------------------- ------------- I--------------- ------------------ • 73r_r;7ur;7 0 vi V. IV I A 0. 4 4 4 j ............. 4 17 '> 4 A —EEf;R; ------------- ---- --------------------------- 14 OF 0A I -------------------------------------- F-4 T. 0 0 cr_ U. w EXISTING EXCAVATED CELLAR d) 3 x ------------ ssko JEFFREY T. BUTLER, F.E. o U— W_ Ci ci c/) c Z z tL 0 CIA CL x ul Q) Q) m ui 4 -------------- Q) < 4 1 Lli il 011 1 4 - 1 w (y Lu 1(2)1 3/4"x 16" LVL_F.J,l r) 4Q tL Z - ---------- fi-_j. 0 ---------- --------------------------- ----------------------------------------- --------------------------------------• --------- -- ------------ .............. ------ ---------------------------- ..... jo 4 0�,4 cr_ ------------------------------------- 2020 O_ 2� 2820 4 - ------------ -- - ---- --------- ------- V_ -------------------------------------------------- -- ------------------------ COMPACTED FILL REAR DECK PLAN A- , 1 1 14 ------------------ I----- 1 4 4 . P , . . . 0 : A V,, 4 - & -4 -------------------------------- x ---Ta� ---Mom THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PER. HOUR ZONE - NAILING SCHEDULE 'WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCT:WITH ALLSTATE,MUNICIPAL, AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINA; CES HAVING JURISDICTION AND UPLIFT-CONTINUOUS PATH CONNECTORS (TABLE 3.1. WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 IRC WITH 2016 UNIFORM CODE SUPPLIMENT BEST STANDARDS OF CONSTRUCTION PRACTICE. TIT-1,AMERICAN INSTITUTE OF PUBLISHED BY NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WO f K PERFORMED ON THIS PROJECT. USE SIMPSON STRONG-TTE CONNECTORS FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.20)ON COVER SHEET. FOLLOW PRODUCT SELECTION GUIDE AND ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2.THE CONTRACTOR SHALL VERIFY ALL CONDITION,'AT THE SITE.ANY DISCREPANCIES INSTALLATION MANUAL FOR HIGH WIND RESISTANT JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R301.2.1 MUST BE BROUGHT TO THE ATTENTION OF THE ENGI IIEER PRIOR TO COMMENCEMENT CONSTRUCTION CATALOG C-HW02 DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301 1,1.2 FOR WIND-BORNE DEBRIS PROTECTION OF CONSTRUCTION. T14F CONTRACTOR SHALL BE RESPONSMLE FOR CORRECTIONS NOT ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ANC14OR BOLTS IN FOUNDATION USE: DEAD LOAD-SECTION R301.4 EXISTING RAFTER TO TOP PLATE(TOE-NATLED) 4-8d PER RAFTER LIVE LOAD-SECTION R301.5 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND Simpson Strong-Tie SMOKE INDEX R302.9 EQIJTPM17NT INCORPORATED IN TI IF.WORK WILL BE EW,AND THAT ALL WORK WILL BE SILL PLATE TO RIM JOIST USE: AC6 CEILING JOIST TO TOP PLATE(TOE-NATLED) 4-8d PER JOIST FLAME SPREAD INDEX R302.10 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECT S FOR A PERIOD OF ONE YEAR FROM EXISTING AT EACH POST FIRE BLOCKING R302.11 TI IE DATE OF TI JE FINAL CERTIFICATE OF OCCU PANC Y. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED" 9-16d EACH LAP FIRE BLOCKING MATERIAL R302.1 1.1 RIM JOIST TO STUD CONNECTION USE: FIRE PROTEM. ON OF FLOORS R302.1.3 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FORT­1E CONSTRUCTION MEANS,METHODS, EXISTING CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP LIGHT AND VENTILATION-SECTION R303 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR HE SAFETY PRECAUTIONS AND I FLOOR TO FLOOR CONNECTION USE: COLLAR TIE TO RAFTTR(FACE-NAILED) 6-8d PER TIE MINIMUM ROOM AREAS-SECTION R304 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR EXISTING CEILING HEIGHT-SECTION R305 THE CONTRACTORS FAILURE TO CARRY OUT THE WC RK PIT ACCORDANCE WITH THE BLOCKING TO RAFTER(TOE-NATLED) 2-8d EACH END SANI­17ATION-SECTION R306 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE,ACTS RAFTER TO STUD CONNECTION USE: I TOILET BATH AND SHOWER SPACES-SECTION R307 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS EXISTING RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END GLAZING-SECTION R308 AND/OR THE BUILDING AS DESIGNED WITHOUT THE T XPRESSED WRITTEN CONSENT OFTHE GARAGES AND CARPORTS-SECTION R309 ENGINEER. RAFTER TO RIDGE TO RAFTER CONNECTION USE: WALL FRAMING EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 EXISTING Simpson Stang-Tie R311 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS DECK POST TO CONCRETE CONNECTION USE: TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT STAIRWAYS-SECTION R311.5 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION.ETC.) PBS66A FOR EACI I POST-USE 14-16d NAILS U21 )2X12 HANDRAILS-SECTION R311.5.6 AND GENERAL LIABILITY IN AN MOUNT NOT LESS AT$5 MILLION AND AUTOMOBILE 00 AT EACH DECK/PORCH JOIST TOP PLATES AT INTERSECTIONS(FACE-NATLED) 4-16d JOINTS-EACH SIDE GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE DECK POST TO GIRDER CONNECTION USE: 4-1 Od x 1 1/2" STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. SMOKE ALARMS-SECTION R313 A NAMED INSURED ON ANY AND ALL POLICIES. AC66 FOR EACH POST FOAM PLASTIC-SECTION R314 tu HEADFR TO HEADER(FACE-NATLED) 16d 16"O.C.ALONG EDGES I-LAME SPREAD AND SMOKE-SECTION R315 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION All ALL PERIMETER SILLS. GIRDER TO DECK JOIST CONNECTION USE: INSULATION-SECTION R316 NITS 12 @ EACH JOIST TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD DWELLING UNIT SEPARATION-SECTION R317 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASC NRY TO BE WOLMANIZED OR PRESSURE 2"MINIMUM MOISTURE VAPOR RETARDERS-SECTION R3 IS CREOSOTED. SIDECOVER TYPICAL PORCHIDECK 3-16d PER 2x6 STUD PROTECTION AGAINST DECAY-SECTION R319 3 Simpson Strong-Tic cj 4-16d PER 2x8 STUD PROTECTION AGAINST TERMITES-SECTION R320 8.OMITTED PBS66 LEDGER CONNECTIONS U'AT 4 1 L UM EP S�.mp,PBS SITE ADDRESS-SECTION R321 ACCESS TBILITY-SECTION R322 9.OMITTED AT EACH POST FOOTING BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,-----72-16d(SEE NOTE 1,2) PER FOOT ELEVATORS AND PLATFORM LIFTS R323 ENDJOIST OR BLOCKING(FACE-NAILED) I FLOOD RESISTAN'I'CONS'I'IZUCI'ION-SECTION R324 To,OMITTED PORCH COLUNIN CONNECTIONS FLOOR FRAMING FOUNDATIONS-CHAPTER 4 II.AI,L ELECTRICAL WORK'rOBEINACCORDANCE'r THE RULES AND REGULATIONS OF JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL COMPLETION OF THE JOB. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND '- FOUNDATION WALL DESIGN. 12.OMITTED BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. BLOCKING TO SILL OR TOP PLATE(TOE,NAILED) 3-16d EACH BLOCK FOUNDATION NOTES: EXISTING 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK LEDGER STRIP TO BEAM(FACE-NATLED) 3-16d EACH JOIST ENERGY CONSERVATION CONSTRUCTTON CODE. ALL GLAZED AREA TO BE DOUBLE FLOORS-WFCM PRESCRIPTIVE METHOD GLAZED AND ALL EXTERIOR DOORS TO HAVE INSUL TED CORES. JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST EXISTING 15.OMITTEDuI BAND JOIST TO JOIST(END-NAILED), 3-10d PER JOIST FLOOR CONSTRUCTION: EXISTING 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND BAND JOIST TO SILL OR TOP PLATE(TOE-NATLED) 2-16d(SEE NOTE, 1) PER FOOT .1 SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD WHICH THEY ARE MADE IS EXECUTED OR NOT, THEYMAY NOT BE USED ROOF SHEATHING EXISTING ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER, STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD 17.THE ENGINEER HAS NOT BEEN RETAINED FOR St SUPERVISION,ON-SITE DIAGONAL BOARD SHEATHING EXISTING INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, CONTRACTOR OR LOCAL BUILDING DEPARTMENT. I".x6"OR I"x8" 2-8d PER SUPPORT ICE PROTECTION(SECTION R 905.2.7.1) UNDERLAYMENT IN HIGH WIND(SECTION R 905.21.7.2) Vx 10"OR WIDER 3-8d PER SUPPORT FLASHING(SECTION R 905.2.8) CHIMNEY'S AND FIRESPACES-CHAPTER 10 CEILING SHEATHING ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT 5d COOLERS 7 EDGE/10"FIELD MECHANICAL-CHAPTER 12 GYPSUM WALLBOARD LBOARD GENERAL MECHANICAL SYSTEMS-CHAPTER 13 1 MATING AND COOLING EQUIPMENT-CHAPTER IAPTER 14 WALL SHEATHING EXHAUST SYSTEMS-CHAPTER 15 STRUCTURAL-PANELS 8d SEE TABLE 3.11 THIS SHEET DUCT SYSTEMS-CHAPTER 16 COMBUSTION AIR-CHAPTER 17 x FlREBOARD PANELS CHIMNEYS AND VENTS-CHAPTER 18 _q UJ LL 7/16" 6d 3"EDGE/6"FIELD PLUMBING-PART 25/32" 8d 3"EDGE/6"FIELD uj � cq 13 GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD Id t HARDBOARD 8d SEE TABLE 3.11 THIS SHEET' uj PARTICLEBOARD PANELS Sd SEE TABLE 3.11 THIS SHEET uj DIAGONAL BOARD SHEATHING :3 X I"x6"OR 1"x8" 2-8d PER SUPPORT uj IL I"x 10"OR WIDER 3-8d I PER SUPPORT Z (z LL w C6 FLOOR SHEATHING 6 STRUCTURAL PANELS fu I"OR LESS 8d 6"EDGE/12"FIELD N4 U- GREATER THAN V STAGGER FASTENERS TABLE R507.2 Tod 6"EDGE/6"FIELD Lu IN2Rows DECK LEDGER CONNECTION TO BAND JOIST U_ DIAGONAL BOARD SHEATHING (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD<40 PSF) 1"0"OR I"x8" 2-Sd PER SUPPORT 5.5"MIN.FOR 2x8 *DISTANCE SHALL BE PERMITTED TO 0 5.5"MIN.FOR 2xI0 13E REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN ENGINEER. I"x 10"OR WIDER 3-8d PER SUPPORT 5"MAX. 7,5"MIN.FOR 2x 12 ARE USED OR BOLT SPACING IS CONNECTION DETAILS 1 REDUCED TO THAT OF LAG SCREWS 6'and less 6'1"to 8' 1 8'1"to 10' 1 O'l"to 12' 112-I to 14' 14'1 to 16' 16'1 to 18' OF 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. _0 0 3/4"MIN. TO ATTACH 2x8 LEDGERS TO 2x8 IF WALL SHEATHING IS NAILED 3'ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, BAND JOISTS. ON-CENTER SPACING OF FASTENE'RS CO T. SUCH AS SHEAR PLATES.SHALL TIE USED TO MAINTAIN THE LOAD PATH. 1/2-INCH DIAMETER LAG SCREW WITF 1/2-INCH NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, SHEATHING 2"MIN, MAXIMUM SHEATHING,(C,D) 30' 23 18 15 13 11 10 LEDGER 1/2"LA G SCREW OR,BOLT C(- 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF 1/2-INCH DIAMETER BOLT WITH 1/2-D CH LLJ MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 Cn NAILS SHALL BE PERMITTED TO BE.REDUCED TO 1-1 6d NAIL PER FOOT. .1 SIDING 1/2-INCH DIAMETER BOLT WITH I -INC H FIGURE R507.2.1.(1) MAXIMUM SHEATHING,(E) 36 36 29 24 21 is 16 0?34 FLASHING FOR I I I I mo WATER TIGHTNESS PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI: I INCH=25.4 MM,I FOOT=304.8 MIA, I POUND PER SQUARE FOOT=0.0479 KPA. A.LEDGER S SHALL BE FLASHED IN ACCDRDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTINGTHE HOUSE,BAND JOIST. JEFFREY T. BUTLER, P.E. B.SNOW LOAD SHALL NOT BE ASSUME TO ACT CONCURRENTLY WITH I LIVE LOAD, DECKING C.THE TIP OF THE LAG SCREW SHALL FJrLLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST, D.SHEATHING SHALL BE WOOD STRUC''URAL PANEL OR SOLID SAWN LUMBER. 3: E.SHEATHING SHALL BE PERMITTED T( BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER FOAM SHEATHING.MBER OR F 13E 0 L; UP TO 1/2-INCH THICKNESS OF STACKE WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS 0 =3 WHERE COMBINED WITH WOOD STRUC `URAL PANEL OR LUMBER SHEATHING. LL U) IL APPROVED JOIST Z .4 0 TABLE R507.2.1 lo 2"ME PLACEMENT OF LAG SCREWS ND BOLTS IN DECK LEDGERS AND BAND JOISTS -2x LEDGER WITH FASTENERS 4� IN ACCORDANCE WITH TABLE R507.2 FLOOR SHEATHING N ILING CL M A T 6"MAXIMUM ON C NTER MINIMUM END AND EDGE DI 3TANCES AND SPACING BETWEEN ROWS Simpson Strong-Tie TO JOIST WITH HOLD- 0 T ol DTT2Z TOP EDGE. BOTTOM EDGE ENDS ROW SPACING 0 lo w FLOOR JOISTS TENSION TIE LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 15/8 INCHES(B) C) Simpson Strong-Tic BAND JOIST(C) 3/4 INCH 2 INCHES DTTI Z HOLD DOWN 2 INCHES(B) 1 518 INCHES(B) Q) AT 4 LOCATIONS,EVENLY DISTRIBUTED i < ALONG DECK AND ONE WITHIN 24"OF EACH FOR Si: I INCH=25.4 MM Ili -0 END OF THE LEDGER.HOLD DOWN DEVICES A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL SHALL FULLY ENGAGE DECK JOIST PER RUN OF THE DECK LEDGER IN ACCORE ANCE WITH FIGURE R507.2.1(1). 0 v 1 HOLD DOWN MANUFACTURER. + + B.MAXIMUM 5 INCHES. 0 kn C.FOR ENGINEERED RIM JOISTS,THE Tv ANUrACTURFR'S RECOMMENDATIONS SHALL GOVERN. LJJ z" (3 + + + + D.THE MINIMUM DISTANCE FROM BOI TOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER Sf IALL U) aI Ili A FULLY THREADED 3/8"DIAMETER LAG BE IN ACCORDANCE WITH FIGURE R5012.1(1). 0 SCREW PREDRILLED w/N4 IN.3"PENETRATION n TO CENTER OF TOP PLATEE,STUDS,OR HEADER 01 z 7 CL 0 w La FIGURE R507.2.3(2) FLOOR JOIST DECK JOIST DECK ATTACHMENT FOR LATERAL LOADS (FLOOR JOIST PERPENDICULAR TO DECK JOIST) FIGURE R507.2.30) DECK ATTACHMENT FOR LATERAL LOADS loom% 3 www"ww". 0 r a 'hl ny APPROVED AS NOTED # ,,yr � � DATE:S B.P.#FEE a� BY: Vf I 1-1!0UT Cl_ NOTIFY BUILDING DEPARTMENT AT OF OCCF V j"', el� 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING CO)MIPLY WITH ALL CODES OF 3. INSULATION NE---W YORK STATE & TOWN CODES 4. FINAL - CONSTRUCTION MUST AS REQUIRED AND CONDITIONS OF BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOU T HOLD TO'NN ZBA REQUIREMENTS OF THE CODES OF NEW SOUTHCLD TOWN PLANNING BOARD YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEES N.Y.S.DEC DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATI01 RETAIN STORI'vi WATER RUNOFF HAS BEEN APPROVED. PURSUANT TO CHAPTER 236 OF THE TOWN CODE. TRUSS PLACARDING REQUIRED Must provide Manuals D, J and S as per Blot:►er door NYS Energy Code and ducnA�ork PLt1;V;c3E Fi CERTIFICATION testing required. ON LEAD CONTENT BEFORE i=,R T iFICATE OF OCCUPANCY All exterior lighting; Installed,replaced or ALDER USED IN WATER repaired shall conform OPPLY SYSTEM CANNOT to Chapter 172 EXCEED 2110 OF 1% LEAD• of the Town Code PLUMBING ram:'=At.r..,, .a Rc�v ALL PLUMBING WASTE &WATER LINES tfFD TES t C11,EEFORF COVFRIN!., TABLE R301.6 SOIL BEARING CAPACITY FOR THIS SITE DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). IS BASED ON TEST HOLES BY OTHERS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE AND HAS BEEN DETERMINED TO BE WIND SUBJECT TO DAMAGE FROM PER SQUARE FOOT OF HORIZONTAL PROJECTION 2,000 PST(SW,SP)PER TABLE R401.4.1 WINTER AIR ANNUAL ICE BARRIER USE/ OF THE 2020 RESIDENTIAL BUILDING CODE GROUND SPECIAL SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN ASPECT TRIBUTARY LOADED TYPE OF HEIGHT. SNOW SPEED EXPOSURE TOPOGRAPHIC WIND-BORNE FLOOD LIVE DEAD ROOF UPLIFT LOAD HEIGHT HT RATIO FIRE AREA AREA IN SQUARE FEET PUBLISHED BY NEW YORK STATE LOAD (MPH) CATAGORY EFFECTS WIND DEBRIS ZONE DESIGN LINE TEMP. INDEX TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION HE CONSTRUCTION FOZ ANY STRUCTURAL OPENING PROTECTION BY REGION CATAGORY WEATHERING DEPTH TERMITE DECAY MEMBER WOOD STRUCTURAL PANELS MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FINISHED BASEMENT= 1,440 S FT. 20 st 140 B NO NO YES C SEVERE 36" I1 599 599 YES Q. 0 TO 201 TO OVER PERSUANT TO R301.2.1.2,SEE P TO HEAVY MODERATE FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD 32'-4" 2T-7" 1:3 FIRST FLOOR=2,240 SQ.FT. TYPE V ROOF SLOPE 200 600 600 FASTENING SCHEDULE ON SECOND FLOOR= 1,442 SQ.FT. DETAIL SHEET IN THIS SET FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 2020 NYS UNIFORM CODE: FLAT ACTUAL FINISHED GRADE ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER CHESS PLANS I IAVE BEEN DRAWN IN ACCORDANCE MECHANICAL SYSTEM FEATURES: MAY VARY DEPENDING ON WITH PL RESIDENTIAL BUILDING CODE HEATING:NATURAL GAS HYDRONTC DISTRIBUTION,95%,EFF RISE 4INCHES PER FOOT(1:3)TO LESS THAN 16 14 12 EXISTING GRADE CONDITIONS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, PUBLISHED BY NEW YORK STATE. WATER HEATING:INSTANT HOT WATER,NATURAL GAS 9547 EFF,0 GAL 12 INCHES PER FOOT(1:1) SEE DETAIL SHEET FOR THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 COOLING:AIR CONDITIONER,ELECTRIC, 14.5 SEER DUCT LEAKAGE TO OUTSIDE 50.00 CFM25 RISE 12 INCHES PER FOOT(1:1) 12 12 12 HIGH WIND CONNECTION ENERGY CONSERVATION CONSTRUCTION CODE TO THE BEST OF OUR KNOWLEDGE,THESE PLANS w ENERGY RECOVERY VENTALATOR: 10OCFM,23 WATTS 0 COMPLY WITH THE TOWN OF SOUTHOLD ZONING AND PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING Z AND GREATER REQUIREMENTS CONSTRUCTION CODES. a z U SHEAR WALL/BRACED WALL DESIGNED WITH OPENINGS, FNERGY COMPLIANCE: PERFORATED SHEAR WALL DESIGN METHOD-140 MPH, REFER TO ENERGY COMPLIANCE METHOD BY OTHERS FOR COMPLIANCE METHOD EXPOSURE B 3 SECOND GUST PER R 602.10 AND WFCM I AND PATH TO COMPLIANCE. _ 2018 140 MPH,TABLE 12 AND 13. AIR SEALING NOTES: WOOD FRAMED CHIMNEY e+ CONT, RIDGE VENT ITHE T14E CONTRACTOR IS RESPONSIBLE FOR AIR SEALING;- _ _ _ _ - _ BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE tx WITH HARDIE PL SIDING - OP OF RIDGE IWTTH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS z I iCHECKLTST)OF THE 2015 TECC. Q I CONT, RIDGE VENT = CONT, RIDGE VENT b 1101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL L h3E COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE 'T Hl;FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT P,VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) O f I+ND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC o NEW CASTLE" STANDING SEAM METAL ROOF (BLACK), TYP, ND RESULTS FROM ANY) BUILDING AIR LEAKAGE TESTING ONE ON THE BUILDING. THE CERTIFICATE SHALLSHALL IST DUCT SYSTEM DTHE VALUE FOR EACH COMPONENT, � O i;',:c CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND Lp SERVICE WATER HEATING EQUIPMENT, THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY I HE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION OF ANY COMPONENTS OR FINISHES. TOP OF PLATE m CENTER SECTION TABLE R301.5 IIIIIIIII - - - TOP OF PLATE MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) z c7 USE LIVE LOAD w 0 -- AZEK TR M AND UNINHABITABLE ATTICS WITHOUT STORAGE 10 m SOFFITS, YP. UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 w 0 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 0 BALCONIES(EXTERIOR)AND DECKS 40 = FIRE ESCAPES 40 w -- GUARDS AND HANDRAILS 200 GUARD TN-FILL COMPONENTS 50 m PASSENGER VEHICLE GARAGES 50 -- ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 - - - - - - TOP OF SUSFLOOR STAIRS 40 "LP" SMARTSIDE SMOOTH LAP SIDING (SLACK) TYP. - ` - - - - - - TOp OF CEILING TABLE R301.7 ALLOWABLE DEFLECTION -- - - WINDOW HEAD HEIGHT OF STRUCTUAL MEMBERS(b,c) STRUCTUAL MEMBER ALLOWABLE DEFLECTION / RAFTERS HAVING SLOPES GREATER THAN 3:12 V WITI I NO FINISHED CEILING ATTACHED TO RAFTERS p INTERIOR WALLS AND PARTICIANS IVI Ro f4L1- 6c FLOORS U360 CEILINGS WITH BRITTLE FINISHES LL (INCLUDING PLASTER AND STUCCO) U3('0 m CEILINGS WITH FLEXT13LE FINISHESLA U�4f0 111 nl O (INCLUDING GYPSUM BOARD) U ALL OTHER STRUCTURAL DIEMBERS U2410 O r 1 l�jf - - - - TOP OF SUSFLOOR EXTERIOR WALLS-WIND LOADS (a)WITH 1U (n ~ PLASTER OR STUCCO FINISHES U3G10 -- EXTERIOR WALLS-WIND LOADS(a)WITH OTHER U'410 V - - - ' - TOP OF FOUNDATION BRITTLE FINISHES `O EXTERIOR WALLS-WIND LOADS(a)WITH U120)(d) v /- O � iF- FLEXIBLE FINISHES /\ ('n LINTELS SUPPORTING MASONRY U60)(I D a) Q, LL FRONT }�� fi`I VENEER WALLS(e) , 1 R O 1 1 T ELEVATION NOTE:L=SPAN LENGTH,H=SPAN HEIGHTLL- a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HERIEIN, O THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 03 TIMES THE n O R9<:*q��'� *T^frY-y r n•. ••r COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABILE R301.2(2). I' ' LL N 6"DTA. i+:,a ,-._I �,;' •' ,�'' b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH lu OF THE CANTILEVER. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED TYPE V WOOD FRAME CONSTRUCTION BASED 1 , �- ON SECTION 602 OF THE BCNYS SECTION R312:GUARDS AND WINDOW FALL PROTECTION " '1 1 R312.1 GUARDS. �. .. r ✓' , �bI!'b M„ �...,:. REFLECTIVE RED PANTONE GUARDS SHALL RE PROVIDED IN ACCORDANCE WITH SECTIONS R3]2.1.1 (PMS#187) THROUGH R312.1.4 1 � R312.1.1 WHERE REQUIRED. k' 4'•£ 'a� .��M ' " '" ENGINEER: GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING i`I'I • _a';,'" REFLECTIVE WHITE IV 1/2" 1 4" SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED a i- Ya•, ' ' " ec ' ' k •` .�"'~ ^ STROKE' MORE THAN 30 INCHES 762 MM MEASURED VERTICALLY TO THE FLOOR OR ''�' �®a+`,i�xx ,,--, - _ �.•,., "+ ., �,� .y;:� '„, - Q� GRADE BELOW AT ANY POINT WITHIN 36 INCHES( 1 MM)HORIZONTALLY TOA:�` "�, '?, C.';,:"'.gk; 'e " ,� ✓*( T. O THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED d" '"A'A �e ��, r -n "> '''•• t F �� SIGN FOR WOOD FLOOR AND AS A GUARD. WOOD ROOFING FRAMING R_312.1.2 HEIGHT. I I }r' .,� A REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, w ' ff TRUSS IDENTIFICATION SIGN: PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES !'' . �1° t ,t , :R,.�6� A= ` �' ��,F,/j/� "' - SI. ,,' •' '°•„eo-�•vww.:..:V .. 1 -""''�TK'.T/•°n °, ., it'i'. ,�..-!•i".�'M .!� _-- �A IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT ', k,=;x. 4'k `z Y. r `- _ )`- ,, ".•• O Of. 93 WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. � 34 !` SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED �•'�. i"•� , ¢ �„ ,. .�� � «. �<•� : ' w•, `a, ,•-.„,�"`��" ,,,� �, EXCEPTIONS: „I +' ) ��, OF F NA TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN - �' .',, *�' y+A�r �. ""y---.,.,'" T =* _ O 1 ARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT ; , s < ;*: --� A �: <�' �, ``.< .,,., COMPLIANCE WITH 19 NYCCR PART 1265.RESTDENTTAL STRUCTURES GU +�" "« '"1': t . -._,;.'` -� ,..°+�? r'"' �' •'. .°.--. ,� - JEFF� Y-�•-B LER, P.E° LESS THAN 34INCHES 864 MM MEASURED VERTICALLY FROM A LINE WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD ( ) t CONNECTING THE NOSINGS. .� „ :,�: .}. `'ti ! r 9 i --.."1 - --.. `""'"� -"".,,� „t :. d +�.�_ , '-- .. "^. .•.. CONSTRUCTION AND/OR TIMBER CONSTRUCTION. s>.-- A ,s,. � +''; i •"",.-„- 1-�-..`� :A 1 ~�"`�^-•.::�: ..,.,» .: i q `I _,_, ;:: a w (� W 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN 1 p':fj 1 ; _ ✓''?av yr ) I _ � �'' +- "' _ "� -a Ci l,S,$,, t�'<�,2�" -y','�W+�.y.,1 I. I f., $ Y°i I.r v �'�'*�+.,."' � ( +, ', ., �- '�-^..�,.n,. �:' `.S^�-. .�.1 �.. � ,.f,., � �� I �•_`�, 1 a -`-•-+.,. "Wa.+•..,, ,,,,,+.y.�.�;' �4 O SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 ? Ay ,• AIR`:''' ' ,,,,I�'''„'', ! Vim,+ _, - ..'t,'; 1: `"'�1 .; j i `"" a..".� -. _ ._ .: Via"„' w 4 `'-"r I "'-���"" 1 `r... `~---_-- - INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED �^' 6.',€�+'�'j� s j t ., '^ ,.,..{,...,_..,.I ��'`�'�"�+w.�� i � +....�� � � r... „ '; '�°-•+,.� # '-� � _,,ti a.-w.....- �-- (ll�l `3i � ,� .i•' i. '.w , a g 1: ; j , o'_`+.+_., -9 G '-E a , ::.A ;,;n,,, y+,.._.,. l ',..._y, ---..�."�._.,- _� t _•,_,..,`�h _- '� .,.,.,>s«..,..., W R301.2.2.2WETGHTS OF MATERIALS. VERTICALLY FROM A LINE CONNECTING THE NOSINGS. *'>� .;� A,•. Y "°- - . .._._,; ,w f "1 y ,� -W..- ., "`..-I. - ._.,� _-1 O AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT R312.1.3 OPENING LIMITATIONS. <' `~^-�-�•y - k "- `' "-� N " - - O (720 PA)FOR THE COMBINDI ROOF AND CEILING ASSEMBLIES(ON A REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING $ .; "�»-w•. . A ---. '*~^`-« ..,..,. ,. _y - .I, y' --- 4 -_ _i I I LL N O HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A r 1 :: -_. ,- --,', ""^*� '""" M--- � __ __ `f �_ - j _ zLij o FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. SPHERE 4 INCITES(102 MM)IN DIAMETER. DEAD LOADS FOR WALLS A13OVE GRADE SHALL NOT EXCEED: EXCEPTIONS: "':',: . '-" �- ' '` -.w -�- - _ "-- -t - - I U c>3 Ll 1,THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE � 1.FIFTEEN POUNDS PER SQUARE FOOT 720 PA FOR EXTERIOR LIGHT-FRAME r r° Q ( ) RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE '( i LL.I L 0 WOOD WALLS. OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT .b _,„� ""' "�" �"-..--» 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT- ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(111 MM)IN DIAMETER. :, {' _ ._: T;`^ `""" { - 4 ° t r w ""^ �': - «t' a M _ I` �i _ -__ W Ike FRAME COLD-FORMED STEEL WALLS. _ 1 k ���'' I� �"'�"*"'i r - - � y � �. ---• --, , R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. _ { �- ,. !yi_-,,......---d.� «,".,.-,-',"-.�" •. £ ;�... �}`•......�' '- ~� *u« .a+• rae M - 1 _'.,l 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE .: __.: »! ' "` 4. r- �+ r' k--• .. i r " ( , r '_ 0 S 'L D WALL I l ) r- i tw:�: f !; ?' �.xw. 7 � T `- wi. i _ a i' WOO S. REQUIREMENTS OF SECTION R317.4. s I --- f' -+q ' Q -- ---� (� ! fi- � i , S -' 4 { F.o' ,.'_-.- 4 ,:'..'°._.. ,.w wwu .«.._""`.�.,..N < � }'> r t r W �l 6' � ,# �1 ^- .... 4.FIVE POUNDS PER SQUARE FOOT 240 PA FOR INTERIOR LIGHT-FRAME f ) q a i -v" g �� f ) U� �p I_- ., •,,:., i !�,...._...,. _ _ _ ,, "'�"�°.' � _�; � _.�.--( I „•---T -'_-__"� i w.,, i , J cv Q ( ) R312.2 WINDOW FALL PROTECTION. ( - " } "1 1 l� �L COLD-FORMED STEEL WALLS. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH -, , 3➢ i ' iL�..---•'----...+•`.� � ' �' ,.,.:------` '1 C "•^,-'^^,.'"'^I '`^"""'.""A i '_""'"°'"*,"":.iwe,x�"' X.:•i•,.«rau � "? .,...�_____,,.a,. _.'_'___.,.. -_• __•_. i Yru,� 1 � tl + O � O SECTIONS R312.2.1 AND R312.2.2. LL LIL 5.EIGHTY POUNDS PER SQUARE FOOT 3830 PA)FOR 8-TNCH-THICK(203 MM) Q ( y; v: x e.» t { F 1 -- +w +" I! "}• "P „ »t.r« a.'s, O to - Q a,. MASONRY WALLS. R 12 2.1 WINDOW SILLS. 3 W 0 py La a I _., �.:i #,'• .. m r - • »^, 1 tw -•- `.1 ,. w w .. -• H i'fn {3 e.• r p y IL S .... .^,°+'+,.,a'"' SS.a.,,,...r;..,•.�,.s'' a ' .,....-.,.��-„ ._ . ...... :..: � ... . ._ _. •- __�-.^.x.,n wI^=•�� - r. � � IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW y.e r � #. ^ _-. ..- b _ i Tv, 5 ` ••'.n+..r......r-•w'�•�w•,•'.n„"„w»i.."".'w':,.rv_--+vro�a ..-.s•w•._•.•-..a..e^r�. e+--....w�� n r wk..:d„hhx+l� .. ._..•--•- .,,.._-.. i+tf:uYa"r,, .^�+ Y V'[;., «•, �7.,,,...�•µ e; � '� 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT 4070PA FOR 6-INCH-THICK OPENING IS LOCATED LESS THAN 24INCHES 610 MM ABOVE THE FINISHED1 ? w' __.. wM� -» -•" ~~' - -•• "'�` .; _ _ ^' p '� �•,�, - ` 0 Q ( ) O ( ) `.4 r - ' '1 ,..-„iw.,- .:..•,.:.,.::ni.'- , ......... - Y,.,r'.�t -. .f'}'w. `- t', f,=,:,..'k' _. i ,11A-,'.:,.. «.N; arnl'...k'c '•S�-'.. /� - c., - 152 MM CONCRETE WALLS. GREATER S 18 9 ABOVE THE FINISHED GRADE _ ,,:,�,.�.-��.---.x..�. _ _ ,_».. --�• „, ':fi- ._ ----�--•� +' +- _ ( ) FLOOR AND GRI✓ TER THAN 72INCHE ( 2 MM) E INI - ;� �w i' �. „� ,� �,,:. ..._ .��„„-....,_w�� ._, ....,_ „.,„..,gym .�,�,,�: •.,�._. , '-+fit• _ �v, �T •;,�'-«--••.�a,.:.»-•--c y_ ... __ .n .'�'3 a-,•:..-:.Y,.,.�.e.A„r,.,; �. p1+, �. .�,, j' •A: 9`: ,"ti",', ,,.y-r«aw•-�;.,,, _,. _.... _, ._��-9r_ ..,.:r""•^y„l _ OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE +� •e., .; 'ig •o ;,u:.,>,;-• ,,x, � ui ��( r�•aL7 'M� 3 V ,.. , 7 i^�.ry�� I n.'i.&.r.: ... "n'a V j '`%r"Jr', F- ti.R�r-V! � '< Jxp-., ..fir'. ",.! .Vy.^M -�,,,. » � :fS .,wZM�'•. .';J- Q Q .w,w FOOT 480 PA FOR SIP WALLS. 7.TEN POUNDS PER SQUARE ( ) OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING. , , � �--,.�,,,..,.:_.'`-� ... .,,. , ;" i . ., .:�,:- . •. .y., ,,..a - a� z„s•..m; w ,--_ «•.,�=,'»•�-^r'.,.°""' �•, •',r- w ��� ' ,`t•, -•t , "���� ,W^ .A.r '`ki,',.,< .W,y. �. , .'�e'y+<:.R.,.,..w..r a ......,.,,.. ,>, 4'!'y'• 'M 'T✓'d :�J"ti• 4Fr ,� nd5yy,'•v '' ♦.'S u � ,�A, � ' %,•, `d-%x >(•t .�..•�'. ,�1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER . „ .r _ r •�rw-.•t r ,,dd�� "4. .e.'4",s.:.:" .,. °, ,:-, '�••t1N i,'i rX x� .. u EXCEPTIONS: (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. j'16..,t;i` ry'.isM ;^„' •' �..yM'� xA9a +wa 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION SQUARE FOOT(1190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL DEVICES THAT COMPLY WITH ASTM F2090. BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE 3,OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL WITH TABLE R602.10.3(4). DEVICES THAT COMPLY WITH SECTION R312.2.2. • 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE R312.2.2 WINDOW OPENING CONTROL DEVICES. PAGE : PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. AND R703. THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT O r 1 O 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN T I CHAPTER 10. THE AREA REQUIRED BY SECTION R310.2.1. I i 000 12 -- -- 12 12 _ -_� 12 a -- --- -_ p TOP OF PLATE - -- w CENTER SECTION •-- x - - TOP OF PLATE u 11611 z 0 O.H. — -- z O TYP. _ O a � N Q -—-— TOP OF SUSFLOOR —-— TOP OF CEILING z c� — WINDOW HEAD HEIGHT — o r m cn w o � x w o � o w j m oa R311.7 STAIRWAYS. R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES(914 MM)IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW + THE REQUIRED HEADROOM HEIGHT.THE CLEAR WIDTH OF STAIRWAYS AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND -—-- TOP OF 5UI5FLOOR LANDINGS,SHALL BE NOT LESS THAN 31-1/2 INCHES(787 MM)WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES(699 MM)WHERE - HANDRAILS ARE INSTALLED ON BOTH SIDES. TOP OF FOUNDATION EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. U R311.7 THE H I V�( I .2HEADROOM. THE RIGHT SIDE ELEVATION HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM)MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE DEFT SIDE ELEVATION 1, TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR ' X PLATFORM ON THAT PORTION OF THE STAIRWAY. `- J-1-� 1L EXCEPTIONS: ].WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER w p- m THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES,THE FLOOR OPENING SHALL NOT PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM MORE THAN 4-3/4 INCHES(121 MM). (�` Q ( U 2.THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH 1i_ 1 JU SECTION R311.7.10.1. CV Y1- R311.7.3 VERTICAL.RISE. l� d A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 INCHES(3835 MM)BETWEEN FLOOR LEVELS OR LANDINGS. VQ }�- R311.7.4 WALKLINE. 14d X (n THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALL BE O 0 CONCENTRIC TO THE TURN AND PARALLEL TO THE DIRECTION OF TRAVEL (A Z � 1_ ENTERING AND EXITING THE TURN.THE WALKLINE SHALL BE LOCATED i- 12 INCHES(305 MM)FROM THE INSIDE OF THE TURN.THE 12-INCH(305 MM) O C;6 w DIMENSION SHALL BE MEASURED FROM THE WIDEST FOINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE.WHERE WINDERS ARE ADJACENT '1' (i CVO WITHIN A FLIGHT,THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE lu ADJACENT WINDERS SHALL BE USED. (v R311.7.5 STAIR TREADS AND R:LSERS. 1U- STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS U- SECTION.FOR THE PURPOSES OF THIS SECTION,DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS,RUGS OR RUNNERS. I I 1NY]R311.7.5.1 RISERS. THE RISER HEIGHT SHALL BE;NOT MORE THAN 81/4INCHES(209 MM).THE ENGINEER: RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT F STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH O (9.5 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 Gj ` DEGREES(0.51 RAD)FROM THE VERTICAL.AT OPEN RISERS,OPENINGS LOCATED MORE THAN 30 INC'HES(762 MM),AS MEASURED VERTICALLY,TO THE FLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE OF A 4-INCH- DIAMETER(1021viM)SPHERE. l C) Lit EXCEPTIONS: j m ,� Z I.THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL STAIRWAYS. 2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. [NY1R3]1.7.5.2 TREADS. ___ ^�TOP OF PLATE JEFFREI' T. BUTLER, P.E. THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES(229 MM).THE TREAD --- � CENTER SECTION DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A __ - - TOP OF PLATE In RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH 0 WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE - r THAN 3/8 INCH(9.5 MM). R311.7.5.2.1 WINDER TREADS. WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10INCHES O O (254 MM)MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST _ O Cr IL a r PROJECTION OF ADJACENT'TREADS AT THE INTERSECTIONS WITH THE _ LL O WALKLINE.WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS _ ° c N Z O THAN 6 INCHES(152 NMAT ANY POINT WITHIN THE CLEAR WIDTH OF THE - ILLEE _ _ _ _ _ W � 04 STAIR.WITHIN ANY FLIGHT OF STAIRS,THE LARGEST WINDER TREAD DEPTH U 3 UQ AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY MORE THAN 3/8 INCH(9.5 MM).CONSISTENTLY SHAPED WINDERS AT THE N WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS _ - U J 'n . " z RECTANGULAR TREADS AND SHALL NOT BE REQUIRED TO BE WITHIN - 0 co �- a 3/8 INCH(9.5 MM)OF THE RECTANGULAR TREAD DEPTH. EXCEPTION:THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN Z - TOP OF SUBFLOOR ACCORDANCE WITH SECTION R31 1.7.10.1. UJI R-111.7.5.3 NOSINGS. —-- TOP OF CEILING c: NOSINGS AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE Q 0 L A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16INCH - - WINDOW HEAD HEIGHT 9 L O O (14 MM)OR A BEVEL NOT(TREATER THAN 1/2 INCH(12.7 MM).A NOSING _ PROJECTION NOT LESS THAN 3/4INCH(19 MM)AND NOT MORE THAN 1-1/4 - U) ''tttt O N INCHES(32 MM)SHALL BE FROVIDED ON STAIRWAYS.THE GREATEST NOSING PROJECTION SHALL.NOT EXCEED THE SMALLEST NOSING O O PROJECTION BY MORE THAN 3/8 INCH(9.5 MM)WITHIN A STAIRWAY. LUL d EXCEPTION:A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD O DEPTH IS NOT LESS THAN 1 I INCHES(279 MM). �+ U O m n R311.7.5.4 EXTERIOR PLASTIC.COMPOSITE STAIR TREADS. � �d � PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION AND SECTION R507.2.2, � w � + R311.7.6 LANDINGS FOR STAIRWAYS. Doi THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED.FOR LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR,THE DEPTH - -- TOP OF SUSPLOOR AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT OF A QUARTER CIRCLE WTTH A RADTUSEQUAL TO THE REQUIRED LANDING WIDTH.WHERE THE STAIRWAY HAS.A STRAIGHT RUN,THE DEPTH IN THE -'—'- TOP OF FOUNDATION DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 3D AT THE TO OF }� EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS,]INCLUDING STAIRS IN AN ENCLOSED • GARAGE,PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. REAR ELEVATION. R311 W STAIRWAY WALKING SURFACE. /1 THE WALKING SURFACE OF TREADS AND LANDINGS OFSTAIRWAYS SHALL L BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES HORIZONTAL(2-PERCENT SLOPE). NOTE: SECTION K3I0:EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING R406.3 DAMPPROOFING FOR WOOD FOUNDATIONS. NOTE: ALL LUMBER THAT COMES IN CONTACT WITH TABLE R402.2 WOOD FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPACES LOCATED PROTECT FLOOR JOISTS WITH MINERAL WOCL PROTECTION CONCRETE WILL BE ACQ LUMBER. R310.I EMERGENCY ESCAPE AND RESCUE:OPENING REQUIRED. R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. BELOW GRADE SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTIONS PER JOINT EVALUATION REPORT PER ESR-1144,REVISED JANUARY 2017 ALL FASTENERS FASTENERS FOR PRESSURE MINIMUM SPECIFIED COMPRESSIVE SHALL HAVE EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, R-106.3.1 THROUGH R-406.3.4. (PAGE 13)ON FIRST FLOOR TO COMPLY WITH R302.13,EXCEPTION 4 TREATED WOOD ARE TO BE HOT DIPPED BASEMENTS.HABITABLE ATTICS AND EVERY SLEEPING ROOM OPENING. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES GALVANIZED OR STAINLESS STEEL PER R3173 STRENGTH OF CONCRETE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND SURESCUE M AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FRO THE HIGHER OF R406.3.1 PANEL JOINT SEALED. . EMERGENCY ESCAPE AND RESCUE OPENING SHALL REQUIRED IN EACH (A)THE TOP OF THE FOOTING OR(BI 6 INCHES(152 MM)BELOW THE.TOP OF PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED FLOOR SHEATHING MINIMUM SPECIFIED WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS. SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN THE BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS SHALL FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A BACKFILL SHALL NOT BE PLACED AGAINST THE COMPRESIVE STRENGTH(fc)(A) DIRECTLY INTO A PUBLIC WAY.OR TO A YARD OR COURT THAT OPENS TO A HAVE NOT LESS THAN 318-INCH(9.5 MM)PORTLAND CEMENT PARGING APPLIED MOISTUREPROOF SEAL UNDER THE CONDITIONS OF TEMPERATURE AND WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH TO THE EXTERIOR OF THE WALL.THE PARGING SHALL BE DAMPPROOFED IN MOISTURE CONTENT AT WHICH IT WILL BE APPLIED AND USED. AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, w EXCEPTIONS: ACCORDANCE WITH ONE OF THE FOLLOWING: OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE WEATHERINNG POTENTIAL fz UA PUBLIC WAY. I.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL 1.BITUMINOUS COATING. R406.3.2 BELOW-GRADE MOISTURE BARRIER. I-JOIST (B) BY THE BACKFILL(SECTION R404.1.7) TYPE OR LOCATIONS OF EQUIPMENT NOT EXCEEDING A TOTAL FLOOR OOR AREA OF 2UD SQUARE FEET 2.THREE POUNDS PER SQUARE YARD(1.63 KG/M2)OF ACRYLIC MODIFIED A 6-MIL-THICK(0.15 MM)POLYETHYLENE FILM SHALL BE APPLIED OVER THE CEMENT. BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR TO mi ;ly a, I' di,.,.. "i '''i' @'!„ PROVIDE 5/8"ANCHOR BOLTS, CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE fL ll, (I b.58 SQ.M.). NDIN CEMENT BACKFILLING.JOINTS IN THE POLYETHYLENE FILM SHALL BE LAPPED 6 pp: ;: �y WELLING OR TOWNHOUSE IS E UIPPED lA ITH APT AUTOMATIC ,.H,i„ „,,:'o, 16 6 :,ILF;q�h ,�'hill, . Ili.ill Ii,�i 1i1I'r�� 36"O.C. 12„FROM EACH CO 2.WHERE THE D Q 3.ONE-EIGHTH-INCIAI(3TT2fM M�COAT OF SURFACE-BONDING INCHES(152 MM)AND SEALED WITH ADHESIVE.THE TOP EDGE OF THE iI' ;o,' ,tim:. ,„ CORNER BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT fl- SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, COMPLYING WITH S C SLEEPING ROOMS 1N BASEMENTS SHALL NOT BE REQUIRED TO HAVE 4.ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. POLYETHYLENE FILM SHALL BE BONDED TO THE SHEATHING TO FORM4 A OR WALL BREAK,AND 12' MAX EXPOSED TO THE WEATHER 2,500 2,500 2,500(C) Q SEAL.FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM MINERAL WOOL INSULATION (C) FROM EACH SPLICE IN SILL PLATE EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT 5.OTHER APPROVED METHODS OR MATERIALS. EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MECHANICAL DAMAGE AND EXPOSURE BY A PRESSURE-PRESERVATIVE (FROM WFCM TABLE 3.2A)INSTALL BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT Q HAS ONE OF THE FOLLOWING: MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL WITH 28"MIN EMBEDMENT IN 3000 GARAGE FLOOR SLABS 2,500 1,5()0 2,500(C) p 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE INCHES ABOVE FINISHED GRADE LEVEL AND EXTENDING APPROXIMATELY MINERAL WOOL INSULATION PSI CONCRETE. w EMERGENCY ESCAPE AND RESCUE OPENING. LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING 9 INCHES(229 MM)BELOW GRADE.THE JOINT BETWEEN THE STRIP AND TITS BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALE S AND / / j N 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION R311. MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. \V.ALL SHALL BE CAULKED FULL LENGTH PRIOR TO FASTENING THE STRIP O VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2, 00 3,000(D) 3,000(D) LL R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. TO THE WALL.WHERE APPROVED,OTHER COVERINGS APPROPRIATE TO THE SEE DETAIL SHEET FOR EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. ARCHITECTURAL TREATMENT SHALL BE PERMITTED TO BE USED.THE (A) FLOOR SHEATHING: MATERIALS AND INSTALLATION MUST BE PER SECTION R503 OF THE 2015 OR 2012 IRC HIGH WIND CONNECTION / / z 1N AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER POLYETHYLENE FILM SHALL EXTEND DOWN TO THE P,OTTOM1 OF THE WOOD PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE RE UIREMF_NTS WEATHER,AND GARAGE FLOOR SLABS 2 / / / THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL 500 3.000(D,E,F) 3.500(D,E,F)/ KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING CONDITIONS ARE KNOWN TO EXIST.EXTERIOR FOUNDATION WALLS TITAT FOOTING PLATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL (B) I-JOIST: INSTALLATION PER SECTION 4.0 OF THIS EVALUATION REPORT. MINIMUM FLANGE SIZE OF 1.1251NCHES x2.0 INCHES. i i 71 SPACING RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE OR CRUSHED STONE FOOTING. MINIMUM WEB THICKNESS OF 3/8 INCH. MAXIMUM CENTER-TO-CENTER SPACIN OF 24 INCHES, FOR WITH REQUIRED ASTM ED E SHALL BE WATERPROOFED FROM THE HIGHER OF(A)THE TOP OF THE FOOTING 1:1 POUND PER SQUARE INCH=6.895 KYA. AS A REQUIR EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY A.AT 28 PSI. � OR(B)6 INCHES(152 MM)BELOW TI IE TOP OF THE BASEMENT FLOOR,TO THE R406.3.3 POROUS FILL. B.SEE TABLE R30I.2(I)FOR WEATHERING POTENTIAL. 3 FINISHED GRADE.WALLS SHALL BE WATERPROOFED IN ACCORDANCE\VITA THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL (C) MINERAL WOOL BATT INSULATION: 3-INCH-THICK, MINIMUM 2.5 LB PER CU,FT. MINERAL WOOL BATT INSULATION MADE OF C.CONCRETE IN THESE LOCATIONS THAT MAY BF SUBJECT TO FREEZING AND THAWING � R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. ONE OF THE FOLLOWING: BE BACKFH_LED WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO A ROCK OR FURNACE SLAG (ASTM C665 TYPE I COMPLIANT) INSTALLED AS SHOWN WITH INSULATION STAY WIRE SUPPORTS DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. w EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM HEIGHT OF I FOOT(305 MM)ABOVE THE FOOTING FOR WELL-DRAINED SITES, SPACED NO MORE THAN 24 INCHES APART AND NO MORE THAN 6 INCHES FROM ENDS OF BATTS. THE INSULATION WIDTH D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) w DIMENSIONS AS SPECIFIED IN THIS SECTION. l,TWO-PLY PLY HOT-MOPPED FELTS. 2.FIFTY-FIVE-POUND(25 KG)ROLL ROOFING. OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. MUST BE A MINIMUM OF 15 1/4 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 16 INCHES ON CENTER OR 23 INCHES SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PEP.C[NT. 3.SIX-M'i1L(0.15 DIM)POLYVINYL CHLORIDE. THE-POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG) E.SEE SECTION R402 2 FOR MINIMUM CEMENT CONTENT. w R310.2.I DIINIMIUM OPENING AREA. ASPIIALT PAPER OR 6-MIL(0.15 MM' POLYETHYLENE TO PERMIT WATER WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 24 INCHES ON CENTER. THE INSULATION BATTS MUST BE PROPERLY LOCATED F.FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT = EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL FIAVE A NET CLEAR 4.FORTSIX-MIL IL(MM,)POLYETHYLENE. ) OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M..).THE NET CLEAR 5,FORTY-MITE(I DIM)POLYMER-MTODIFIED ASPHALT. SEEPAGE WHILE AVOIDING INFILTRATION OF FINE SOILS. ON TOP OF THE I-JOIST BOTTOM FLANGE AND INSTALLED WITHOUT GAPS BETWEEN INDIVIDUAL BATTS. OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY 6.SLXT Y-MIL(1.5 MM)FLEXIBLE POLYMER CEMENT. (PERCENT IV VOLUME OF CONCRETE) E NOT LESS THAN 3 PERCENT 1S PERMITTED 1F THE SPECIFIED ~ 7.ONE-EIMTL(1.INCH(3 EXI CEMENT-BASED.MERCFIBER-REINFORCED.WATERPROOF R406.3.4 BACKFILL. COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi. W THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUEz q OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL COATING. THE REMAINDER OF THE EXCAVATED AREA SHALL BE E F-XC VATI WITH BE NOT LESS THAN 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL 8.SIXTY-MIL(1.5 MM)SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. THE SAM1E TYPE OF SOIL AS WAS REMOVED DURING THE EXCAVATION. WINDOW PERFORMI4NG DATA: a BE NOT LESS THAN 20INCHES(508 MM). ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED N WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. R406.4 PRECAST CONCRETE FOUNDATION SYSTEM DAMPPROOFING. ALL WINDOWS BY SILVERLINE, SERIES 3000 DOUBLE HUNG w `r EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL U--.31, SHGC=.2% DP 30, DUEL PANE (SILVERLINEWINDOW.COM) 'n IIAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET EXCEPTION:ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, (0,465 SQ.M.) CHLORINATED HYDROCARBONS.KETONES AND ESTERS SHALL NOT BE USED PRECAST CONCRETE FOUNDATION WALLS ENCLOSING HABITABLE OR FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL.USE OF USEABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN R310.2.2 WINDOW SILL IIEIGHT. PLASTIC ROOFING CEMENTS,ACRYLIC COATINGS.LATEX COATINGS, ACCORDANCE WITH SECTION R406.I. WHERE A WINDOW IS PROVIDED AS Till-,EMERGENCY ESCAPE AND RESCUE MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED.COLD-SETTING OPENING.IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449.HOT R406.4.1 PANEL JOINTS SEALED. (1 118 MM)ABOVE THE FLOOR:WHERE THE SILL IIEIGHT IS BELOW GRADE,IT ASPHALT SHALL BE APPLIED AT A TFMPERATURE OF LESS THAN 200T(93'C). PRECAST CONCRETE FOUNDATION PANEL JOINTS SHALL BE SEALED FULL SHALL BE PROVIDED WITH A\VNDOW WELL IN ACCORDANCE WITH SECTION HEIGHT WITII A SEALANT MEETING ASTM C920.TYPE S OR M.GRADE NS, R310.2.3. CLASS 25,USE NT,M OR A.JOINT SEALANT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. R310.2.3WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 CD SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF w NOT LESS THAN 36 INCHES(914 MM).THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. m EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL cn w BE PERMITTFD TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE REQUIRED DIMENSIONS OF TIIE WINDOW WELL. m ty Lu R310.2.3.1 LADDER AND STEPS. \VINDOW VWLLS WITH A VERTICAL DIPTH GREATER THAN 44 INCHES (1 118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFI,, ,D LADDER OR 88'S" STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION.LADDERS OR STEPS REQUIRED BY THIS SECTION'SHALL NOT BE REQUIRED TO COMPLY 4'2" 20'8" 4'2" 8191, 16'6" 6" 33'8" WITH SECTION R31 1.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCHES(305 MM).SHALL PROJECT NOT LESS THAN 3 INCHES M,MM)FROM THE WALL AND SHALL,BE SPACED NOT MORE THAN 6'6" 14'3" T 0" 1'3" 4'8" 18 INCHES(457 MIM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. R310.23.2 DRAINAGE. WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY ---------------- CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. - • v e o • v e. •. v 4 • v •v i EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED --------------------------------------------- WHERE THE FOUNDATION IS ON WELL:DRAINED SOIL OR SAND-GRAVEL 1 U MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION ' SYSTEM,GROUP 1 SOILS,AS DETAILED 1N TABLE R405.1. ; ' '. D• o d D• d o D• d o ' ; ° ; COMP. ; ° .ter n, ' p •-------------------------------------------a-----------i p I 1 1 1 1 • ----"--'------------ + I� R310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND ' ' ' ' d ' ' ' x PORCHES. _ i � , I .-----�----------- --_:=_, v ..------------------------------------------' o -• •, ` _d �d�-�� � EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND o ' ° ' ' ° ' ' • ' vLL e , I • •• • d D• d = o • • Da d o • •� .• d p• d . p . .� •• d p• d . p . I 4 : I PORCHES SHALL BE FULLY OPENABLE AND PROVIDE A PATH I NOT LESS THAN '� d 1 I COMPACTED FILL ---- - _- - ° ; ' I4, ' COMP. 36 INCHES(914 DIM)IN HEIGHT TO A YARD OR COURT. , , = R3I0.2.5 REPLACEMENT WINDOWS. ; ° ° ° ; I I a 2820 ��° FILL ; v ; _ ` REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF _ _ ' ` M ' M VQ O ' ---------- -- � -- D ff � 0 O THIS CODE SHALL BE EXEMPT FROM TFIE MAXIMUM SILL HEIGHT 1 e v _ _ _ �I ' • d D• _.__"_„ • • .• a p• d . o • • '• d p` d ` o • • -A -�---a--o ------e--O--a ---�---' I , , , d d . 0 ----------- ----d ----- d-•-�-p ----, -d ----- d-• �--, v I _---_---0--- v __ -----_Y----; r CV Y.REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION ' •' ' ' p' - '• D' • '' D• `• e p. d o •,•• .-,d D• ° ' o ' O i- p. .NTWIND WINDOW ' ---- -------------------------- ------- `-------------- ------------------------- -------------- ----------------- ------ R310.2.I,PROVIDED THAT THE RFPLAC MF O I D , _ �u FOLLOWING CONDITIONS: - ' `-- -- s N 1.THE REPLACEMENT WINDOW 1S THE NIANUFACTURER'S LARGEST I Fq N fYl STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR rt , I I I -' , , N , �' , M }- fY� EXISTING ROUGI I OPENING.THE RF.PLA CEMENT WINDOW IS OF THE SAME ' ' ' ' ' ' - L 1 1 � ' i ' 1 1^ iy 1 1 Mi X O OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES 1 1 �• FOR AN EQUAL,OR GREATER WINDOW OPENING AREA THAN THE EXISTING ; I ; ;U U01 WINDOW. I I EXCAVATED CELLAR � I � - 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. ' ' ' ' 1 ' , M�,(� 1 , 1 1 1 I � I V N � � W 1L I I x x ' D I (V 1 1 �.,� 111 R310.3 EMERGENCY ESCAPE AND RESCUE DOORS. i i 4" P.G. SLAB (3500 PSI) ON 4 MIL VINYL m I I cn I , o •`v v •4+ D,• ' O O WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND ' p ' VAPOR BARRIER ON 4" COMPACTED POUROUS FILL � , , ' e • ' � � (V RESCUE OPENING.IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER.WHERE (UNFINISHED) `^' 1 '^' " ' '-------------' ` THE OPENING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH 1 I 3 1/2 STEEL COLUMN n, 1 ° 1 `. I I 30"x30"xl2" POURED ff A A - - I 1 e � CONCRETE FOOTING 1 ' ' i I I I R310.3.I MINIMUM DOOR.OPPN'ING SIZE. ; � C.O. (TYPICAL) THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS , e I -' ' • ' U- AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BF.IN ACCORDANCE ' ° ' '.. I .... •--- -- I 1 WITH SECTION R310.2.1. , i U ' ' O I , , , U ' •a ' 1�(2)1 3/4"X 16" LVL F.J.;_ R310.3.2 AREA WELLS. ; ,`4 ;_+ - I URNA E , _ 1 D 1 AREA WELLS SHALL IIAVE A WIDTH OF NOT LESS THAN 36 INCHES(914 MM). I 1 =4 ' ' ca ' I ' ' I ' ' ' ENGI R: THE AREA WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND o� -� --- --. :_ RESCUE DOOR TO BE FULLY OPENED. rn c , p , �� S ' ' U- _ ! N E v �' O STAIRS AND RAILS - "--, c+1 I ; ; o R310.3.2.1 LADDER AND STEPS. , O ' O ' �9 PER CODE ��P�Q AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(11 I8 MM) SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS ; '� 1 -_--__----_ 1 I D USABLE.WITH THE DOOR 1N THE FULLY OPEN POSITION.LADDERS OR STEPS - REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH i o ~ 4'x5'x5/8" F.C, GWB �q c I I 1 , r- SECTION R31 I.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT ' OVER FURNACE 0 W LESS THAN 12INCHES(305 MM).SHALT.PROJECT NOT LESS THAN 3 INCHES • PER CODE (76 MM)FRONT THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES ' ' (457 MMf)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR """"""""""-- 4 ; I ' D ' 1 1 STAIRWELL. 1 • G •v ,• I O 0 q 3 � 4 1 I a A P R310.3,2.2 DRAINAGE. 1 4 1 I p 1 I ESS0O AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING ' '-.7 ' ' ; A• v e ' v TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION a iv r__ JEI=I=RE� T. BUTLER, P.E. R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. ' b ' �t Q' ' ' ' ' ' ' ' • ' 4'0' ' 4 ' EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED _ _,_ WHERE THE FOUNDATION IS ON WELT:DRAINED SOIL OR SAND-GRAVEL 1 c 1 U \'} Z 1 , ' 1(2)1 3/4"X 16" LVL F.J.' , I , , d) E3 i 1 W (V MIXTURE SOILS 1N ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION _ O SYSTEM.GROUP I SOILS,AS DETAILED IN TABLE R405.1. '' i a i i i 8° X 16" P.C. D , PILASTER, TYP R310.4 BARS,GRILLES,COVERS AND SCREENS. , D . 1 1 1 1 I � GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED 4 ` v • . ' `""" -' ' ------+ Fq ' WHERE BARS. , .- ---------------------------"----------------------------------- I I ' ' , , , , r_ LL r --------- •-------------- --------------------------' . M a OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS.OR , - _ --------------------__________________- WINDOW WELLS.THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY I ° o• d. p e a. a . p e v a. a . p e o. a . p d ' v •4 v -. v v •4 v '.•• v v •4 v '. v • ' 0 a O WITH SECTIONS R310.2.1 THROUGH R310.2.3,AND SUCH DEVICES SHALL BE ' I e -------------------------------------------------- ----------------------- -----------, , , 3 ------- -------------------------------------------- --------- RELE.4S,4BLEORREMOVABLEFROMTHEINSIDEVVITHOUTTIIEUSEOFAKEY, ' --- -------------- --------------• � 2820 2820 ' ' 2820 0 U TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR _ I ° 1 4 _ 2820 U }- p THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. ; ; , , ; o ; c ---- G 0 --------------- I M Z Q) m R310.5 DWELLING ADDITIONS. p •v - W Q,. . `• 7 Q v . '• V 4 p •v . `• V 4 7 •v . '. v Q . p •v V I Q] Z WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS.AN EMERGENCY I 0 0 L m ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING 8" THICK X 8'0" HIGH `-------'--------- -----+ ° --------------- I z o ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY P.C. WALL ON 20"x10" � "v ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. I e 1 , I POURED CONCRETE v oo W EXCEPTIONS: . ; � c6 FOOTING, PROVIDE (3)-*4 COMPACTED FILL 1.AN EMERGENCY ESCAPE AND RESCUE OPENING 15 NOT REQUIRED IN A NEW o , I Q � � L BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE n BARS IN FOOTING, TYP. , ° , , D • I O In AND RESCUE OPENING. PROVIDE (U "4 BAR HORIZONTAL ; ; ; • ; W L 2.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW WITHIN 12" OF THE TOP AND ' v ' ' ' ` `----------------------- 4 ' BASF-AIENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING r O (I) 4 BAR HORIZONTAL ' p 4 ' O � �IN AN EXISTING BASEMENT THAT IS ACCESSED FROM TI IE NEW BASEMENT. ' d 0, o d p• d � a I T � tt NEAR MID HEIGHT OF THE WALL I •• - (NY]R310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. + ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WITH N EL II_ - APPENDIX J OF THIS CODE. U U- O T IL 7'2" 15'2„ 6,8„ 6'8„ 15'2" 7'Tf 4,8" z 29'0" 161011 9191, 33'8" _ U FOUNDATION PLAN MAY 1 s 2021 SMOKE DETECTOR f,.__.-r ri_,, . r' PAGE � INTERCONNECT PER CODE 0 CARBON MONOXIDE DETECTOR O co ONE PER FLOOR w w w z J IL IL QQ N Z LL z 0 O A z N N w w A Ly r O z Q _O Q N wn' 1C Z W G1 m m U) LU 0 111 m U O x u! d LL OL ` o 'D � o = ^ rut co �Q x Ozi }� � ZcoLLL • d p. e o a p. e n e p. e n a p. d o v D b• ` n O '7 PUMP CL. CL. , 1-LLcq e p. d a e p. e a p• O n D• O o D• O n / 2r Gn D• O o n d p• a O Q � . a p. d n d p. e o d p. e a IL ' • O • O • d d • • d d • d d A d ♦ O O O D Aa EXCAVATED CELLAR �°\� � lu ° bQ HOWF O w 3 ENGINEER: 4 P.C. SLAB (3500 PSI) ON 4 MIL VINYL o VAPOR BARRIER ON 4" COMPACTED POUROUS FILL I ' l/ (UNFINISHED) SUNKROOM P" o v `a D•' P'`�'OF T /y �,aT+� ooM _ D e CD O EFco o tm 14,U" r- � a'alu ry ° 90 C FM • 2 -4 d) Q� D Q Q ► LAV LAV t�Q 0� (P (� ° •---------- A t49 lC, o OFssloN O URNA E z 4 D JEFFR E T:-B TLER, P.E. O 1 1 _ O `' � Co - � N DO ca D rl N STAIRS AND RAILSC� l ,b 1 - PER CODE - - - - - - - - 4 O ° 1 X : (K - - - - - - - - - - - 1 I m 1 1 N • 1 D . 0 4 x x5/8 F.C. CaWB I ! O 5 a ° OVER FURNACE O 0 O a O PER CODE I a U- cn O 0 z o 9 PLAYROOM � �'R" U � o Q a • v •w o I e N o z N'D 99 ''' WO o e • p .4 L m a N 0. co c a m Lil w 4 � CKQ N � v W L ul I Via b4 o u LW W I O '•4 . o. e p D Q O •w v v _ ... o • . _ - o o. D•. vJ O ° a• e p e a. e . p e . o. e . o. e p d , o. a o Q av e. a v a v .0 v ". e. e v a • v .4 v ". . . v e p , O T t ° M • N '6 T .o dN � U LL � a L ' v 4 v • v d - v • v 4 v • v 4 v • a F-- u Ul z O U O FINISHED BASEMENT PLAN LIVING AREA = 1,440 SQ.FT. SMOKE DETECTOR INTERCONNECT PER CODE FAGE : 0 CARBON MONOXIDE DETECTOR � O co ONE FER FLOOR O R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.13 FiRE PROTECTION OF FLOORS. WALL AND CEILING FiNiSHES. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THiS CODE TO FLAME SPREAD AND SMOKE-DEVELOPED INDICES FOR WALL AND CEILING BE FIRE-RESISTANCE RATED,SlIALL BE PROVIDED WITH A 1/2-INCH(12.7 MM) INISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. GYPSUM WALLBOARD MEMBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL PANEL MEMBRANE,OR LQUiV.ALENT ON THE UNDERSIDE OF THE FLOOR R302.9.1 FLAME SPREAD INDEX. FRAMING MEMBER,PENETRATIONS OR OPENINGS FOR DUCTS,VENTS, WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT ELECTRICAL OUTLETS,LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS, REATER THAN 200. DRAINAGE,PiPING AND SiMiLAR OPENINGS OR PENETRATIONS SHALL BE EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT PERMITTED. APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND EXCEPTIONS: HANDRAILS;TO DOORS AND WINDOWS OR THEIR FRAMES;OR TO MATERIALS 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN THAT ARE LESS THAN 1/28 INCH(0.91 MM)iN THICKNESS CEMENTED TO THE AUTOMATIC SPRINKLER SYSTEM iN ACCORDANCE WiTH SECTION P2904,NFPA SURFACE OF WALLS OR CEILINGS iF THESE MATERIALS EXHIBIT FLAME SPREAD 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT CEMENTED TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR ELECTRIC-POWERED HEATING APPLI.ANCES. R302.9 2 SMOKE-DEVELOPED INDEX. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE WALL AND CEILING FTNiSHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF UNPROTECTED WHERE COMPLYING WiTH THE FOLLOWING: NOT GREATER THAN 450. 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED 80 SQUARE FEET(7.4 SQ.M.)PER STORY. R302.9.3 TESTING. 3 FIREBLOCKING iN ACCORDANCE WiTH SECTION R302.11.1 IS INSTALLED TESTS SHALL BE MADE IN ACCORDANCE WiTH ASTM E84 OR UL 723. ALONG THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. R302.9.4 ALTERNATIVE TEST METHOD. 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER COMPOSITE LUMBER EQUAL TO OR GREATER THAN 24NCH BY 10-INCH THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723,WALL AND ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE WiTH NFPA 286.MATERIALS TESTED iN ACCORDANCE WiTH NFPA 286 SHALL R302.14 COMBUSTIBLE INSULATION CLEARANCE. MEET THE FOLLOWING CRITERIA: COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: (76 MM)FROM RECESSED LUMINAIRES,FAN MOTORS AND OTHER HEAT- 1.DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT SPREAD TO THE CEILING. PRODUCING DEVICES. 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE EXCEPTION:WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER ON ANY WALL OR CEILING. CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH 3THE LiSTING 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. REQUIREMENTS SHALL BE SEPARATED IN ACCORDANCE WITH THE 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED CONDITIONS STIPULATED IN THE LISTING. 900 KW. RECESSED LUMINAIRES iNSTAL.LED iN THE BUILDING THERMAL ENVELOPE 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OF SECTION NI 102.4.5 OF THIS CODE. Z 1,OnO M2. N R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN ft ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. i R302.10.1 INSULATION. INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL COMPLY WITH THE REQUIREMENTS OF THiS SECTION.THEY SHALL EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723.INSULATING MATERIALS,WHERE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION,SHALL INCLUDE FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS,VAPOR PERMEABLE MEMBRANES AND SIMILAR COVERINGS. 83'9" Z EXCEPTIONS: LWHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE w FLAMF SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT 29'0" 25'9" 29'0„ APPLY TO THE FACINGS,PROVIDED THAT THE FACING 1S INSTALLED IN m SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, w FLOOR OR WALL FINISH. 91811 5' 1" 5' 1" 9'2" 3' 10" TV 6' 1" 6' 1" 2'8" 2'4" 10'5" i 1'6" 4'9" 2.CELLULOSE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY.APPLIED AND THAT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10.3 SHALL NOT BE REQUIRED TO MEET THE FLAME SPREAD INDEX REQUIREMENTS BUT SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE w THAN 450 WHERE TESTED iN ACCORDANCE WiTH CAN/L'LC S 102.2. m 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. R302.10.2 LOOSE-FILL INSULATION. LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2. EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE MASONRY REQUIRED TO BE TESTED iN.ACCORDANCE WITH CAN/ULC S 102.2,PROVIDED STOOP THAT SUCH INSULATION COMPLIESi WITH THE REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3. MASONRY FINISH PER AGREEMENT R302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. STOOP CX W235 CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, FINISH PER AGREEMENT TEMPERED CX W235 PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL 11 3'0" 3'0° MASONRY Jn� BE CLEARLY LABELED 1N ACCORDANCE WiTH CPSC 16 CFR,PARTS 1209 AND 1404. 0 3-2x10 HDR 2-2x10 R W CABINETS aDTOP 2-2xi�D STOOP X FINISH PER AGREEMENT o < R302.10.4 EXPOSED ATTIC INSULATION. Y \ CX235 M I j 1_ EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE 13/4" X 11 1/8" LVL H CIR24 TEMPERED FWH6080APLR , 1 ATT PER SQUARE A CRITICAL RADIANT FLUX OF NOT LESS THAN 0. ..Wv ('O CENTIMETER. ..�.,: :. ti:--"._._......,LL:., 2-2x1 HDR ►J- f/l O 3'0" X 4'0" (2) STAT 2'0" X 4'0" STAT 3'0" X 4'0" (2) 5TAT 2- p (K U R302.10.5 TESTING. ' CLO, __ = it O TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE iN ACCORDANCE WITH '0 2X10 HDR (3) 2X10 HDR B) 2X10 HDR ; W O o N M (v r ASTME970. z 3'O X 10'0 (2) 2'O X 1&0 STAT 3'O X IOb (2) ,I 2'0"POCKET o/ is Q J-1-1 C4 -I q OUTSWING-PIVOT OUTSWING PIVOT LAUNDRY TUB PER OWNER t- > d KITCHEN ` _ R302.11 FTREBLOCKTNG. J H (X E , , 1 1 , ST01'4, 3 IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO - Q , 1 ' ' , 9'O CLG. HGT, 2-2xl0 HDR 9 O GLG, HG . D 5 OWER OFFICE y m CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS p O �� I CLO. Q\ VENT W"G St" CLG, HGT, N U VQ O AND TO FORM AN EFFECTIVE FiRE BARRIER BETWEEN STORIES,AND BETWEEN - Q O �, , o � O EXT, o o v y- O A TOY STORY AND THE ROOF SPACE. X X cv X /� FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE _ 1 , 25'0" 1 ' 2'0" , 5'4" 3'G" 3'8" , r Y �^ MASTER BATH c E.F. a [p _ PANTRY x FOLLOWING LOCATIONS: , , , cv� -- 1 0 9'O° GLG. HGT• 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING 1 i `t �t ; 1 1 ; REF• _ , _ x 90 C FM _� }- Z co 1L FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS - b " C1 u " W 1 50y 87 I 120' O G 32 86 FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. ' ' LIVING ROOM O�.K 1uOPEN TO ABOVE ' --- ' �1.2.HORIZONTALLY AT INTERVALS NOTEXCEEDING 10 FEET(3048 MM), O , , "Tt O2-2x10 HDR2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL F , PROVIDE 1/2" CDX PLYWOOD ' ' ' , D,W. U , CLO. 1; O , N i ' C(:: L V 2-2x10 HDR _ 4'0"POCKET SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. Q , ON INSIDE WALL OF 2 STORY SPACE3.iN CONCEALED SPACES BETWEEN STAiR STRINGERS AT THE TOP AND J N (X 11J , u , , tL ._____ iv , 1 0 0 @ '1 1 PRIOR TO 1/2 GWI5 BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH - ^ Q CN ' ' ' _ JL (K SECTION R302.7. - i i ' ' - (Y I lX 1 J = 61r U_ Q 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING Cl o r O Q O F ; ; i i oo I4 1 ( )) w I= o R q�G 7 4 2-2x1 HDR y O o AND FLOOR LEVEL,WiTH AN APPROVED MATERIAL TO RESIST THE FREE c r: - N O Q 1 , I ' `" �J S SINK O ' oo OAK STAIRS A \ E.F. Q o � O U `� PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING X x lX 1 1 I ' X � ®� z - ENGINEER: THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 - m X O 1 1 42 DIRECT'VENt GAS L ,n `^ PINE RISERS O D ® W,1.C. _� N N REQUIREMENTS. m O . , , DOUBLE SIDED �IFaEPLACE I m '� N 0 CFM ~ x 5.FOR THE FiREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION _ 1 Q ' ' PROVIDE FRESH ,41RI INTAKE, - , � ' 3'9" cry' 4'6" G'G" `-9 171611 ` '' N E'✓ y R1003.19. ^ HEARTH (FLUSH), GLASS'DOORS o ' m 6.FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT ' ' N Q PER CODE, UL APPROVEDon _� ; TIIE LINE OF DWELLING UNIT SEPARATION. _ ___ i Q v, W•G. IL , UNIJ A�1D FLUE 1 R302.11.1 FIREBLOCKING MATERIALS. ; 11J ' U ' � � EXCEPT AS PROVIDED iN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL > I CONSIST OF THE FOLLOWING MATERIALS: Q ' ' ' 131 I II W 1.TWO-INCH(51 MM)NOMINAL LUMBER. �1 Z J MASTER BEDROOM m ' 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMB ER WITH BROKEN -1 F Q 1 1 ' ' d ZN ��� } Q 'I O C BBIES TO"POCKET S`O GLG. HGT• LAP JOINTS. J N ; O ; Q U ^ O173495 Ali 3.ONE THICKNESS OF 23/32-INCH(18.3 MM WOOD STRUCTURAL PANELS WiTH - , , , 1 - = Q= , , 1 N 01, , AN ESENGH 2-2x10 HDR �� JOINTS BACKED BY 23/32-INCH(18.3 MN1)WOOD STRUCTURAL PANELS, O 0 IL 1 ' �O^?'S��Q 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED r S 0 ' 1 LL I (2) 1 3/4"A LVL FLUSH �o a Q _w JEFFREY T.BUTCER, F.E. BY 314-INCH(19.1 MM)PARTICLEBOARD. X X N X OI I �-I I I � Q Z 5.ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. 31611 f1N'I 31611 - = 3 6.ONE-QUARTER-INCH(6.4MM)CLEMENT-BASED MiLLBOARD. _ �} O m , , 1 1 Z� ' 0 'v O O U Q [ll 7.BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER `" c l V �'I co x �' APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY `* - ' ' ' , 4" 11'11" N N `q O RETAINED IN PLACE. m ' ' ' ' 1 on +- m 8.CELLULOSE INSULATION INSTALLED AS TESTED iN ACCORDANCE WiTH 2-2xIO HDR 2-2x1Q HDR 2-2x1¢ ODR 2-2x10 H R ' 2-2x10 HDR 2-2XIO HDR 2-2xIO HDR 2-2xIO HDR ASTM El 19 OR UL 263,FOR THE SPECIFIC APPLICATION. " r ,,,,•- :'r u CXW16 CXW16 CXW16 CXW16 CXW16 CXW16 U R302.11.1.1 BAITS OR BLANKETS OF MINERAL OR GLASS FIBER. CXW16 G CXW16 O BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED o CAE4INETS d TOP o o LL N Z 00 NONRIGID MATERIALS SHALL BE,PERMITTED FOR COMPLIANCE WITH THE cn N L W N 10-FOOT(3048 MW HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED 3-2x10 HDR 1" O U USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. NOTE- ALL FIRST FLOOR WINDOWS 3-2xiO HDR U ~ Q TO BE SET AT &'0" AFF z d) R302.11.1.2 UNFACED FIBERGLASS. CXW245 3V'x8'0"CUSTOM ARCH w m UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKJNG SHALL FILL ENTRY DOOR Q 6 THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT PROVIDE STOOP, STEPS AND (n Z Q OR SIMILAR OBSTRUCTIONS ARE',ENCOUNTERED,THE INSULATION SHALL BE MASONRY RAILS PER CODE TO GRADE W 1� STOOP AT ALL OPENING Q) PACKED TIGHTLY AROUND THE OBSTRUCTION. tp L R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. FINISH PER AGREEMENT O L LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USEDAS A FIREBLOCK V O O UNLESS SPECIFICALLY TESTED iN THE FORM AND MANNER INTENDED FOR W USE TO DEMONSTRATE ITS ABILIfTY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT GASES. O O R302.11.2 FIREBLOCKING INTEGRITY. to I� Q THE INTEGRITY OF FiREBLOCKS SHALL BE MAINTAINED. Q : Q R302.12 DRAFTSTOPPING. U O O T IN COMBUSTIBLE CONSTRUCTION'WHERE THERE IS USABLE SPACE BOTH �.. 0 ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, " " n n n " i n n u n " u } - 2- DRAF7'STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED 4 8 5 0 10 2 5 0 4 2 8 11 11 11/ 4 10/z 4 2 5 0 10 2 5 0 41911 Z SPACE DOES NOT EXCEED 1,000 SQUARE FEET(92.9 M2).DRAFTSTOPPING SHALL � Q a DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE 0 o THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING 291011 251911 2`J'0" MEMBRANE BELOW,DRAFTSTOPPING SHALL BE PROVIDEDIN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 83'9" 1.CEILING iS SUSPENDED UNDER THE FLOOR FRAMING. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. DRAFTSTOPPING MATERIALS. FIRST FLOOR PLAN WINDOW PERFORMANCE DATA: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN i/2-iNCH(12.7 MM) F A G E GYPSUM BOARD,3/8-INCH(9.5 MM)WOOD STRUCTURAL PANELS OR OTHER LIVING AREA = 2 240 SQ.FT. APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL , BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBEM UNLESS ALL WINDOWS BY ANDERSEN 400 SERIES CASEMENTS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE SMOKE DETECTOR O O U=.31, SHGC=,29, DP 30, DUEL PANE DRAFTSTOPS SHALL BE MAINTAINED. INTERCONNECT PER CODE 0 CARBON MONOXIDE DETECTOR c0 ONE PER FLOOR R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT. HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES (965 MM). -------- EXCEPTIONS: 1.THE USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED ' 1 OVER THE LOWEST TREAD. 2.WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE - ONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER CEILING DRYWALL TAPED READS,THE TRANSITION FROM HANDRAIL TO GUARD,OR USED AT THE )� TO WALL DRYWALL START OF A FLIGHT,THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDTNGS i SHALL BE PERMITTED TO EXCEED 38 INCHES(956 MM). DRYWALL CAULKED, GLUED R311.7.8.2 HANDRAIL PROJECTION. OR GASKETED TO TOP PLATE HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES(114 MM)ON EITHER SIDE OF THE STAIRWAY. DRYWALL CAULKED, GLUED EXCEPTION:WHERE NOSTNGS OF LANDINGS,FLOORS OR PASSING FLIGHTS OR GASKETED TO BOTTOM PLATE PROJECT INTO THE STAIRWAY REDUCING THE CLEARANCE AT PASSING NOTE: AT TUB/SHOWER HANDRAILS,HANDRAILS SHALL PROJECT NOT MORE THAN 61/2 INCHES LOCATIONS PROVIDE FULL (165 MM)INTO THE STAIRWAY,PROVIDED THAT THE STAIR WIDTH AND HEIGHT GWB PRIOR BOTTOM PLATE CAULKED HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. TO INSTALLING TUB ON OR GASKETED TO 5UBFLOOR OUTSIDE WALL AIR SEAL i R311.7.8.3 HANDRAIL CLEARANCE. PER DETAIL, THEN INSTALL 77. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN UNIT, 5UBFLOOR GLUED, CAULKED OR 11/2 INCHES(38 MM)BETWEEN THE WALL AND THE HANDRAILS. GASKETED TO RIM JOIST/RIM CLOSURE R31 1.7.8.4 CONTINUITY. RIM JOIST/RIM CLOSURE CAULKED HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, OR GASKETED TO TOP PLATE FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL Z 0 BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. DRYWALL CAULKED, GLUED EXCEPTIONS: OR GASKETED TO TOP PLATE (K 1.HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN IN A FLIGI IT WITH WINDERS,AT A LANDING,OR OVER THE LOWEST TREAD. 2.A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED TO TERMINATE OVER THE LOWEST TREAD. DRYWALL CAULKED, GLUED R31 1.7.8.5 GRIP SIZE. OR GASKETED TO BOTTOM PLATE REQUIRED HANDRATLS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPARILITY, 1.TYPE I. BOTTOM PLATE CAULKED HANDRAILS WITH A CIRCULAR.CROSS SECTION SHALL HAVE AN OUTSIDE OR GASKETED TO SUBFLOOR z cs DIAMETER OF NOT LESS THAN 11/4 INCHES(32 MM)AND NOT GREATER THAN w 2 INCHES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A 0 PERIMETER OF NOT LESS THAN 4 INCHES(102 MM)AND NOT GREATER THAN SUBFLOOR GLUED, CAULKED OR CO 6-1/4 INCHES(160 MM)AND A CROSS SECTION OF NOT MORE THAN 2-1/4 INCHES GASKETED t0 RIM JOIST/RIM CLOSURE W (57 MM).EDGES SHALL HAVE A.RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). 2.TYPE II. RIM JOIST/RIM CLOSURE CAULKED HANDRAILS WITH A PERIMETER GREATER THAN 6-114INCHES(160 MM)SHALL cr OR GASKETED t0 TOP PLATE LAHAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. " THE FINGER RECESS SHALL BEGIN WITHIN 3/4 INCH(19 MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND HAVE A o .o SILL PLATE INSTALLED OVER SILL GASKET DEPTH OF NOT LESS THAN 5/16 INCH(8 MM)WITHIN 7/8 INCH(22 MM)BELOW THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL > o o CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT �° a <1° NOTE: SHADED COMPONENTS DESIGNATE LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE AIR BARRIER SYSTEM PROFILE.THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 1-1/4 INCHES(32 MNI)AND NOT MORE THAN 2-3/4 INCHES(70 MM). ° EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). R311.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDRAILS. PLASTIC COMPOSITE EXTERIOR HANDRAILS SHALL COMPLY WITH THE ( � I CJ REQUIRE SEALINGMENTS OF SECTION R507.2.2. 83'9" X 29'0" 25'9" 29'0" LLL 2'7'/z" 6' 10" 6' 10" 6' 10" 21 1 7/zrr `, r I 4" 10 5' 10rI 0' 6I 3 Q U n JU IF S'O" PLATE HEIGHT }— A OFF SECOND FLOOR �Q O CXW155 CXW155 CXW155 CXW155 X � O n u tp 2-2XIO HDR, 2-2x10 RDR, 2-2X10 HDR, 8'0" PLATE HEIGHT z C0 ILL 12'6rr '\ 71 4" Q 4r 31r OFF SECOND FLOOR o IL M p N" M CXW155 CXW155 CXW155 6' 10" 3'6`/z z x2' 1'2 N �-- SEE WINDOW NOTES ON F.F. PLAN SEE WINDOW NOTES ON F.F, PLAN 2-2x10 HDR. ' 2x10 HDR. lL 2-2XIO HDR. 2-2x10 HDR. f1/ 2'6" p IL C�*U1STOM W.C.. . LK- U Z U 0 > lu 4t p v N BEDROOM #2 � BE E.F.N WOW ER, BEDROO *3 N U 90 C FM 6 9'O CLG, H T. 6 0O s'0" CLG. HST. p ® ENGINEER: } _ s = BEDROOM 04 0 0- BATH o tX M (K 8'O" CLG. HGT. _ �\ _= 8'0" CLG. HGT. [� 3'6" ® IV 6 Lc T.(V U N iA�11G N `�./'� YO tK Cl U "' GAYS ` 'A z x 12'6" �, T2" 10'6" �p \0 10'6" F LDD N _ Q [V � - STAIRS LA LAV � CONFIRM FLUB 1'611 o J W.0 X H 2-2x10 NDR o 0 0 o r- n I i I UJ SIZE FOR DOUBLE SIDED F 6 ;t = 2' 611 IT1 �' Lu z FIREPLACE N 4) 2X4 POST TO � N '\ 2�� h-- C� p STRUCTUAL RIDGE a z', 3r 911 \ 716r1 0�3 1 13 �.' 0 0 (3) 1 3/4"x%" STRUCTUAL RIDGE O W 2x12 RICGE 2x12 RIDGE b o o lo c NP` M N ¢ p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - X N JEI=1=RElTS�B LER, P.E. O fQ 51 4II I II' 28 4II 2I II Ir 9 4 2I II 8 N U I 11 \ N Q LIVING ROOM 5 a 5r1p11\ m z BELOW 2-2X10 HDR, 0 2-2XIo HDR. p 6'9n 3r 51r 31 Sn 61 911 0 11'7" a Y +- m n r n I n r n UJ CLO, N rV n `� '6 2 0 2 0 o p CLO, p w N - 2'2X HDR. �2-2x10 HDR. 4-WO HDR. 2 xl0 HDR. _-, 216n 2'6" p O 6 CLO, CLO, CLO, 2-2x10 HDR. 2-2xIO HDR. p _ BEDROOM *E a O ILLo o o LN, CLO. 0'0" CLG. HGT. V- 0 z °o Q 6 z W 6 2-2XIO HDR Lu . @ p 6 p Q 6 11\ 4'0" U Q IY i� to N `� U4' 11811 419- W n` m ^' N > 00 00 @ @ L W Z 0 (Lco co Q p 0 3� m a tX UPPER FOYER / O x i* 9'0" CLG. HGT. - N N U W�• cv r-----4jJ------------------N --------N• 1G8u N N LL. �6 Q) 1 IL I N 2-2x10 HDR. 2-2x10 HDR, 2-2x10 HDR, 2-2 O HDR. i 2-2x10 HDR. 2-2x10 HDR. 2-2X10 HDR. 2-2X10 HDR. O CXW155 CXW155 CXW155 C,YW155 CXW155 CXW155 CXW155 CXW155 (n 0 Y STAT STAT STAT STAT 7) O - 0 810" PLATE HEIGHT o Q rn 2-2xIO HDR. 2-2XIO HDR, 2-2xlo HDR, OFF SECOND FLOOR r, O cN - CXW155 CXW155 CXW155 O v 0 S'O" PLATE HEIGHT z OFF SECOND FLOOR W SECOND FLOOR PLAN 4181, IOII 5r Oi lol 21 5101, rOrl Y l L1 4' 10%z' 8'0'/R" 4' 10%z, Y I L1 5101, Io11 101 2 1 51 OI 41 Orl LIVING AREA = 1'442 SQ.FT. , SMOKE DETECTOR 29'0" 25'9" 29'0" INTERCONNECT PER CODE p CARBON MONOXIDE DETECTOR 83'9" (0O O c0 ONE PER FLOOR SECTIONP3103: VENT TERMINALS s d VTR P3103.1 VENT PIPES TERMINATING OUTDOORS. CONTINUOUS AIR VENT BAFFLES 3'______________ VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE g FRAMING BAY OWNS CORNING .----------- ";- � ____�____ 3° OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN STUD/POST RAFT-A-MATE" - TO BE INSTALLED "--+-------___-- __ ACCORDANCE V1'ITH ONE OF THE METHODS IDENTIFIED IN SECTIONS " � ' SO THAT AIR FLOW IS NOT RESTRICTED. P3103.1.1 THROUGH P3103.1.4. ; ° DO NOT COMPRESS INSULATIO LAV-11 LAV LAV LAVW SHOWER/ ; P3103.1.1 ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET PILOT HOLES ° 13 3A6" ° TUB 3"� SHOWER THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE FOR ° ° NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM) MANUFACTURING SECOND FLOOR ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. PURPOSES - 2" 2" 3" 211 2'I 3" 2" 2" ' P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. 3' ' 3" WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, 3 FLOOR 3 __ --- ------- " OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, -- OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) isi8' JOIST •--------------- i ' i ABOVE THE ROOF. HDU THREADED 1 Ldv LAV LAV W. SINK SINK P3103.1.3 ROOF EXTENSION COVERED. ROD /� TUB SHOWER WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND f-�e� DETAIL MAIN FLOOR D.W, R u u IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT 2" 3" 2" 2" "' 2„ 2" OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE ° 2 2 2 2 3 OR A DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS ' _-- __ THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS ___ -------+ '" •-- 3 SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW 3 , ACCUMULATION AND WIND ON THE FUNCTION OF THE WENT,THE G.O, FAI PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF ° LAV LAV TO AN APPROVED ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA Q ° 0 SHOWER/ ' ' SANITARY S£PtIC FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA ° TYPICAL HDU TIE BETWEEN FLOORS TUB d�� SYSTEM OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT N PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT z CELLAR5!7 1 ci 5-I001 PIPE OPENING. N 2 2" y o PRESERVATIVE-TREATED NAILS 2 3 EP P3103.1.4 SIDEWALL VENT TERMINAL. WR BARRIER MAY BE 3" VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE p REQUIRED NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN FOR HOLDOWNS,PER ASTM TEST STANDARDS, ° 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET o ANCHOR BOLT NUT SHOULD BE HAND ER-TIGHT ° SHINGLE RIDGE CAP RIDGE VENT PLUMBING RISER D IAA f (NTS) (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. o PLUS 1/3 TO I/2 TURN WITH A HAND WRENCH, � VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A WITH CONSIDERATION GIVEN TO POSSIBLE ° p p ° r ` STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT TNKAGE.CARE SHOULD TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS FUTURE WOOD SHR AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING ° p . p o p BE TAKEN E NOT OVER-TORQUE THE NETT. SHINGLES—\ . _---EX1 IAUST AIR AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. o IMPACT WRENCHES SHOULD NOT BE USED. _- I FELT PAPER ROOF Li 5-iOd 0 SHEATHING (TYPJ P3103.2 FROST WHERE THE 97 SL CLOSURE. VALUE FOR OUTSIDE DESIGN TEMPERATURE IS W VERTICAL H DU INSTALLATION NAILS TABLE P3201.7 BE (-18°C) SS LESS,VENT EXTENSIONS THROUGH R ROOF OR WALL SHALL m BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE m HDUS DETAILS SIZE OF TRAPS FOR PLUMBING FIXTURES SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE w RAFTER TRAP SIZE MIN. THE THERMAL ENVELOPE OF THE BUILDING. MANUFACTURED BY SIMPSON PLUMBING FIXTURE (INCHES) o STRONG-TIE COMPANY, INC. P3103.3 FLASHINGS AND SEALING. NOT To SCALE BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE AND/OR WHIRLPOOL ATTACI TMENTS WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS m S IMI'SON STRONG-TIE BIDET 1 1/4 AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. NOTE: CIS HURRICANE TIC ALL LUMBER THAT COMES IN CONTACT WITH CLOTHES WASHER STANDPIPE 2 P3103.4 PROHIBITED USE. CONCRETE WILL BE: ACQ LUMBER RIDGE BEAM A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A /� DISHWASHER(ON SEPARATE TRAP) 1 1/2 VENT TERMINAL. RIDGE VENT' DETAIL P3103.5 LOCATION OF VENT TERMINAL. FLOOR DRAIN 2 AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE r KITCHEN SINK(ONE OR TOW TRAPS,WITH OR LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATHANY DOOR, WITHOUT DISWASHER AND FOOD WASTE DISPOSER) 1 1/2 OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS v 2x12 RIDGE LAVATORY 1 1/4 IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. 2x10 RAFTERS '1 1/2" CDX SHEATHING SHOWER(BASED ON THE TOTAL FLOW RATE R905.1.2 ICE BARRIERS: ; X 15" FELT THROUGH SHOWERHEADS AND BODY SPRAYS) '',, 11 u- STANDING SEAM METAL ROOF FLOW RATE: IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING lei d �' (BY NEW CASTLE) 5.7 GPM AND LESS 1 1/2 ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED O CONT RIDGE VENT MORE THAN 5.7 GPM UP TO 12.3 GPM 2 IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR �Q MORE THAN 12.3 GPM UP TO 25.8 GPM 3 ASPHALT SHINGLES.METAL ROOF SHINGLES,MINERAL SURFACED U ROOF VENTILATION 1:300 OF THE INSULATED MORE THAN 25.8 GPM UP TO 55.6 GPM 4 ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES 0 r JU CEILING AREA UNIFORMLY DISTRIBUTED FOR ST: 1 INCH=25.4 min, 1 FOOT=304.8 mm �. AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER crams Q EAVE PROTECTION TO EXTEND FROM THE THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A r EDGE OF THE ROOF, 36" UP THE SLOPE SELF-ADHERING POLYMER-MODIFTEDBITUMEN SHEET SHALL BE USED m ly m BUT NOT LESS THAN 12" BEYOND SEE DETAIL SHEET FOR IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE O THE INTERIOR FACE OF THE EXTERIOR WALL HIGH WIND CONNECTION LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN � :324 INCHES(610mm INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. BAFFLE AS REQUIRED FOR ROOF VENTILATION REQUIREMENTS ) ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL 13 D O @ 2x6 C.T. -s 16 O.G. 12 IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED CID M cj� IL PROVIDE ICE BARRIER PEP, LOCATED IN UPPER I/3RD NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE Z co IL �S RSO5.1.2, TYPICAL ALL OF ATTIC PER 3,2, .1 FROM THE SAVE EDGE OF THE BUILDING. O dJ 5 -� OF 2015 WFCM PROVIDE ICE BARRIER PER EXCEPTION:DETACHED ACCESSORY STRUCTURES Q- O R905.1.2, TYPICAL ALL 2x6 C,T, 16 O.G. 12 NOT CONTAINING CONDITIONED FLOOR AREA. 2'0" ATTIC LOCATED IN UPPER 1/3RD �8 IN. (UNFINISHED, j 2 0„ OF ATTIC PER 3.2,5,1 STORAGE ONLY) OF 2015 WFCM SEE DETAIL SHEET FOR 2x4 SPACESG AT 32" O.G. 6TRONGBA zx6 CK, IN, ATTIC HIGH WIND CONNECTION TYP (UNFINISHED, REQUIREMENTS, TYP. R-49 INSULATION S£B DETAIL SHEET FOR STORAGE ONLY) 2x6 n ),�n�(��(�n� O)rn( ln( r��)(111OO(���O��(l(� �n n,(��(�(1 n,(�(�(�( n HIGH WIND CONNECTION sTRONGaaCK, �NUmUVUUUl1Ul)IIUI UUU UUUUUUU�U1) UU UU US) UUUVVVVVVVVV�VVU�VVVVu 86' UU — — TOP OF PLATE REQUIREMENTS, TYP, R-49 INSULATION TYP EN EER: 1/2" GWB ON - In iu�iul' iiU iuuWii`��i�i)�ii��1�1���(i.i i)U�)U1.)tlliUUiiC.�Il�ll�i� uu.� �� r'�w WAL.LS AND GELING = — — TOP OF PLATE SPACKLE AND PAINT 18 OH 1Xro VERSATEX FASCIA PROVIDE BUILDING GASKET IX VERSATEX VENTED SOFFIT AT ALL SH£ETROCK 1XIO VERSATEX TRIM BDS - INTERSECTIONS BUILDING n t BEDROOM 02 CLO, UPPER FOYER MUST PASS 3 AIR * m to a CHANGES PER HOUR CLO, CLO, BEDROOM c ZN �-��' _ Z 0 3493 ��C2 BEDROOM 040ss ��.��� JEFFREY T. BUTLER, P.E. 3/4" T4G ADVANTEC SUBFLOOR H 3/4" T4G ADVANTEC SUBFLOOR — — — TOP OF SUBFLOOR Iro" TJI 560 F.J. 6 12" O.G. l l�l 16 TJI 560 F.J, fro O.C. O — TOP OF CEILING _ — TOP OF CEILING ►- 10 R-30 INSULATION - 1/2" GWS ON 1/2" GWB - WALLS AND CLING 2x6 STUDS SPACKLE AND PAINT O u r0 R-21 INSULATION - LL O p 1/2" GDX SHEATHING = W O V O HOUSEWRAP - - Q SMARTSIDE SMOOTH - - C) KITCHEN o LAP SIDING (BY LP) = MASTER BATH MASTER BEDROOM - o Z N m a -� W L Z O - Q Z Z ° U) N OWC 3/4" T4G ADVANTEC SUSFLOOR = - 3/4" T4G ADVANTEC SUBFLOOR 9 V Q p lnn� Innnn p� nf� Inn TOP OF SUSFLOOR n�n� nn n nnn�� nn �n n c �( — - — TOP OF SUSFLOOR W O cv UUUuu�JUUUu���ITCiUUC�'Ud � uR)��U�l ONu� I 'UuuUUuUUc �VU�uu� � uuUUUUUuuUu�n�Uuu��uUUUUUIJ��U�UUUUniiiJu���UunU�uU'u�n�n uuu���uu���u��� � W � Y — TOP OF FOUNDATION! — - — TOP OF FOUNDATION O GRADE o-F R-30 INSULATION a GRADE GRADE R-30 INSULATION GRAD£ fl PITCH GRADE 2-1 3/4" x 16" LVL F,J, 1/2" GWS ON CEILING °� PITCH GRADE PITCH GRADE - °t 1/2" GWB ON CEILING Q AWAY FROM WITH 3 1/2" STEEL s PITCH GRADE N O T FOUNDATION a,< COL. ON P.G. FIG. 5 AWAY FROM AWAY FROM I AWAY FROM U (BEYOND) FOUNDATION FOUNDATION FOUNDATION 0- FOUNDATION dCELLAR a �- 2-2x6 AGQ SILL 4a P.C. SLAB (3,500 PSI) ON 4 MIL VINYL 5/S' ANCHOR BOLTS ID 36" O,C, O u ° 4 aE VAPOR BARRIER ON 4 COMPACTED a U ° 6 SILL SEAL POUROUS FILL b 6 COPPER TERMITE SHIELD �o> (UNFINISHED, STORAGE ONLY) °L 8" THICK X 8'0" HIGH P.C. WALL (3,000 PSI) ON 20"x10" POURED CONCRETE a a• FOOTING, PROVIDE (3)-04 711 BARS IN FOOTING, TYP. G , PROVIDE (1) "4 BAR HORIZONTALPA WITHIN 12" OF THE TOP AND (1) 04 BAR HORIZONTAL NEAR SECTION 5�5 R MID HEIGHT THE WALL 6ECTIOi I A-A I DAMPROOF BELL 1OW GRADE I� � O� 1 O COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. STAGGER FASTENERS TABLE R507.2 rN 2 Rows DECK LEDGER CONNECTION TO BAND JOIST i (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD= 10 PSF,SNOW LOAD<40 PSF) 5.5"MIN.FOR 2x8 *DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5"IF LAG SCREWS 5.5"MIN.FOR 2x10 JOIST SPAN 5"MAX. 7.5' MIN.FOR 2x12 ARE USED OR BOLT SPACING IS CONNECTION DETAILS REDUCED TO THAT OF LAG SCREWS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 16'1"to 18' TO ATTACH 2x8 LEDGERS TO 2x8 3/4"MIN. BAND JOISTS. ON-CENTER SPACING OF FASTENERS 2"MTN. 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 SHEATHING LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMETER BOLT WITH 1/2-INCH MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 SIDING FIGURE R507.2.1(1) I/2-INCH DIAMETER BOLT WITH I -INCH 36 36 29 24 21 18 16 MAXIMUM SHEATHING,(E) FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI: 1 INCH=25A MM, 1 FOOT=304.8 MM, 1 POUND PER SQUARE FOOT=0.0479 KPA. WATER TIGHTNESS A.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. C,THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. DECKING C, SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. E:SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING, I 2x4 CONTINUOUS APPROVED JOIST HANGER TABLE R507.2.1 LATERAL BRACE AT 6' O.C. 2"MI . PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 FLOOR SHEATHING NAILING MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS —TRUSS OR CEILING JOIST AT 6"MAXIMUM ON CENTER 2-10d NAILS N TO JOIST WITH HOLD-DO W Simpson Strong-Tie TOP EDGE BOTTOM EDGE ENDS ROW SPACING DT_2Z GABLE END TRUSS g N FLOOR JOISTS TENSION TIE LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 1 5/8 INCHES(B) —y Simpson Strong-Tie w DTT]Z HOLD DOWN BAND JOIST(C) 3/4 INCH 2 INCHES 2 INCHES(B) 1 5/8 INCHES(B) AT 4 LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONI'WITHIN 24"OF EACH FOR ST: I INCH=25.4 MM END OF THE LEDGER.HOLD DOWN DEVICES A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL i SHALL FULLY ENGAGE DECK JOIST PER RUN OF THE PECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(1). HOLD DOWN MANUFACTURER. + + + + + + B.MAXIMUM 5 INCHES, C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. + + + + D.THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE.LEDGER SHALL A FULLY THREADED 3/8"DIAMETER LAG BE IN ACCORDANCE WITH FIGURE R507.2.1(1). 10-8d SCREW PREDRTLLED w/MIN.3"PENETRATION NAILS Z TO CENTER OF TOP PLATE,STUDS,OR HEADER -A 0 ID • Q 5d COOLER NAILS AT 10"O.C. FIGURE R507.2.3(2) FLOOR JOIST DECK JOIST w DECK ATTACHMENT FOR LATERAL LOADS BRACE WITH 410 NAILS EACH o (FLOOR JOIST PERPENDICULAR TO DECK JOIST) GYPSUM BOARD m 5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAP FIGURE R507.2.3(D DECK ATTACHMENT FOR LATERAL LOADS 10-8d NAILS I TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS ENDWALL GABLE ENDWALL BRACING U LISTS STUD (WFCM FIGURE 3.7a) A A BORED HOLE MAX DIAMETER 60% r NOTCH GREATER THAN BLOCKING � �Q OF STUD DEPTH 50%OF THE PLATE WIDTH U BLOCKING 5/8"MIN.TO EDGE 16d NAIL AT 24"O.C. GYPSUM BOARD to 16 GAGE(0.054")AND 1.5"WIDE (� METAL TIE ACROSS AND TO EACH SECTION A-A (y M lU 518"MIN.TO EDGE SIDE OF THE NOTCH WITH 8-16d O F- Q NAILS EACH SIDE NOTCH MUST NOT EXCEED O l 40%OF STUD DEPTH 11-I W FLOOR BRACING AT END BAYS -WOOD STRUCTURAL PANEL z `� w INSTALLED IN ACCORDANCE `_ O TOP PLATES (WFCM FIGURE 3.7b) 8d NAIL AT 6"O.C. WITH NAILING SCHEDULE 1>'_' a: O Ar Y_ (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) n��-1 BORED HOLES SHALL NOT 8d NAIL AT 12"O.C.ON ALL BE LOCATED IN THE SAME PIPE 8d NAIL AT 4"O.C. FRAMING MEMBERS NOT AT CROSS SECTION OF CUT OR PANEL EDGES NOTCH TN STUD lu (a) OUTSIDE CORNER DETAIL 12"MAX. 8d NAIL AT 6"O.C. ENGINEER: NOTCHING AND BORED, HOLE LIMITATIONS TOP PLATE FRAMING TO ACCOMMODATE PIPING (ALL PANEL EDGES) GYPSUM BOARD NAILS BASED ON r FOR INTERIOR NONBEARING WALLS SHEAR WALL REQUIREMENTS �P�yam. TJ �o (WFCI`✓120]5 SBC HIGH WIND EDITION) <4� �T< �� �3 NO CEILING —WOOD STRUCTURAL PANEL (E tY RAFTERS AND CEILING CENTER 2x BLOCKING C)M ; � I W DIAPHRAGM INSTALLED IN ACCORDANCE _ s W JOISTS OR APPROVED REQUIRED ON SHEATHING JOINT 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE 2 Z ROOF TRUSS 15/32 WOOD STRUCTURAL PANELS (TABLE 3.1,WCFM HIGH WIND EDITION) �QA UPS 493 ON GABLE FACE AND ON WALL BELOW 8d NAIL AT G"O.C.ON ALL �U�'ESS1©N�� RASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL TOP PLATE- EDGES AND 12"O.C.ON ALL JEFFREY TOP PLATE SECOND STORY SEE DRILLING AND T. BUTLER, P.E. NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING FRAMING MEMBERS NLT AT PANEL EDGES JOIST IS PERMITTED TO (b) INSIDE CORNER DETAIL O � BE CUT OR NOTCHED PREFERRED METHOD 3 TOP PLATES � FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- = m SEE DRILLING AND EXTERIOR CORNER FRAMING O s BOTTOM PLATE SEE DRILLING AND NOTCHING PROVISIONS NOTCHING PROVISIONS 0 r O WFCM SECTION 3.4.1.L I ROOF FRAMING DOUBLE TOP PLATE O Q O O WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPAN WALL Vh'ALL W = O STUD WALL O Q 1 4„ 4" 4�, 2�, V F— JOIST ENDS TO BE F O T BLOCKED AGAINST \/ w N BORED HOLE MAXVIN FOR BLOCKING ROTATION IN ACCORDANCE 3 RIPPLE STUDS I o m DIAMETER 40% —\ WITH WFCM 3.3.1.3-END RESTRAINT STUD TO RAFTER CONNECTION o TOP PLATE BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING /\ V OR FLOOR TO FLOOR CONNECTION I TUB th z OR BLOCKING SEE WFCM SECTION 3.3 HEADER " � 0 OF STUD DEPTH DEPENDING ON CONDITION,SEE 30" W DETAILS ON SI IFFY 7 OF 7 THIS SET 21 CLEARANCE •� 518"MIN.TO EDGE 0 '— BEARING I I 24"CLEARANCE L HEADER TO STUDS WALL IN FRONT OF M U O O LAVATORIES PENING W — O 518"MIN.TO EDGE FULL LENGTH � S WATER SHOWER N LAP JOIST 3 IN.MIN, HEADER STUDS WALL STUDS 0 T — NOTCH MUST NOT EXCEED — BOTTOM PLATE CLOSET CL Q 25%OF STUD DEPTH BAND JOIST NOTE: 15 WAL OR BIDET I5 WALL Q Q NOTCHES SHALL NOT BE OR BLOCKING UPLIFT CONNECTION IS REQUIRED U p v LOCATED IN MIDDLE ONE-THIRD --------------------- AT EACH END OF HEADER AND O JOIST OF STUD LENGTH ' ' -- , , , , , - , ;-- AT BOTTOM OF HEADER STUDS IN � v � SILL PLATE • • � ADDITION TO CONNECTORS AT r d tPLIF'�, TUB z IF HOLE IS BETWEEN 4017o AND 60% , , WALL STUDS AND AT TOP AND 35 w CRAWL SPACE , , CONNECTQ� O BORED HOLES SHALL NOT — OF STUD DEPTH,THEN STUD MUST OR BASEMENT SUBFLOOR REQUIRED BOTTOM OF CRIPPLES U u o BE DOUBLE AND NO MORE THAN e BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE • FOUNDATION a CROSS SECTION OF CUT OR DOUBLED AND SO BORED A 21"CLEARANCE 21"CLEARANCE NOTCH IN STUD STUD TO PLATE —�� /FOUNDATION TUB HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS STUD TO PLATE/F HAN 6 F ET) PLATFORM FRAMING INTERNED 1,4TE (OPENINGS LESS THAN 6 FEET):USE DSP w/S l Od NAILS IN STUD AND 4 ]Od NAILS IN PLATE, NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL (OPENINGS GREATER THAN 6 FEET):ADD PHDS AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 PAGE & WATER CLOSETS FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT FIGURE R307.1 o f 1 O (WFCM 2015 SBC HIGH WIND EDITION) CONNECTIONS FOR OPENINGS MINIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., F.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, PIE„ P.G. I THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, Simpson Strong-Tie AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND H-2.5 CLIPS @ 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 TRC WITH 2O16 UNIFORM CODE SUPPLIMENT BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF o o USE 9-8d NAILS PUBLISHED BY NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. AT EACH STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)ON COVER SHEET. ° ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES ° JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LTMTTATTONS-SECTTONT R301.2.1 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT o DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ° ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ° DEAD LOAD-SECTION R301.4 RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAF"rI:R LIVE LOAD-SECTION R301.5 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND SMOKE INDEX R_302.9 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE(TOE-NATLED) 4-8d PER JOIST FLAME SPREAD INDEX R302.10 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM FIRE BLOCKING R302.1 1 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. ' CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING MATERIAL R302.11.1 FIRE PROTECTION OF FLOORS R302.1.3 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, ; CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP LIGHT AND VENTILATION-SECTION R303 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND MINIMUM ROOM AREAS SECTION R304 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR COLLAR TIE TO RAFTER(FACE-NATLED) 6-8d PER TIE THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE +� CEILING HEIGHT-SECTION R305 � 13LOCKTNG TO RAFTER(TOE-NAILED) 2-8d EACH END SANITATION-SECTION R306 CONSTRUCTION DOCUMENTS, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS � ^ ;; TOILET BATH AND SHOWER SPACES-SECTION R307 OR OMISSIONS BY THE CONTRACTOR, NO CHANGES SHALL BE MADE IN THE DOCUMENTS n DD . '� GLAZING-SECTION R308 A O PRESSED WRITTEN CONSENT OF THE " C • '� D . ' < RIM BOARD TO RAFTER(END-NAILED 2-16d EACH END ND/OR THE BUILDING AS DESIGNED WITHOUT THE EX 4" GARAGES AND CARPORTS-SECTION R309 ENGINEER. o Simpson Strong-Tie �c ° <1 �° 't <1 ° 4 ° < WALL FRAMING EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 ' o EXITS-SECTION R311 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS .• NITS OR CS 16 11/a" /� 'i' 'p `n G TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT STAIRWAYS-SECTION R311.5 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) o• COILED STRAP s > �Q °• AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE •o AT EACH ROOF RAFTER TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE HANDRAILS-SECTION R311.5.6 '. USE 8-16d NAILS AT ° fir. °'• 4 ° �/ ° ° n GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE o _- L SMOKE ALARMS-SECTION R313 A NAMED INSURED ON ANY AND ALL POLICIES. •�o EACH END <I Q 4 <I STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. FOAM PLASTIC-SECTION R314 < ° HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES FLAME SPREAD AND SMOKE-SECTION R315 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. C SD D �p D <I INSULATION-SECTION R316 ° ° TOP OR BOTTOM PLATE TO STUD(END-NATLED) 2-16d PER 2x4 STUD DWELLING UNIT SEPARATION-SECTION R317 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE STUD TO ROOF RAFTER �c 4 �° <l MOISTURE VAPOR RETARDERS-SECTION R318 CREOSOTED. > 1-1di 3-16d PER 2x6 STUD PROTECTION AGAINST DECAY-SECTION R319 CONNECTION 4-1 Gd PER 2x8 STUD C ^ `' ° PROTECTION AGAINST TERMITES-SECTION R320 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH WALL TO FOUNDATION _ SITE ADDRESS-SECTION R321 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. ° BOTTOM PLATE TO FLOOR JOIST,BANDJOTST, ACCESSIBILITY-SECTION R322 ENDJOTST OR BLOCKING(FACE-NAILED) 2-16d(SEE NOTE 1,2) PER FOOT ELEVATORS AND PLATFORM LIFTS R323 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED CONNECTIONS FLOOD RESISTANT CONSTRUCTION-SECTION R324 AS PER NEW YORK STATE CODE. Simpson Strong-Tie FLOOR FRAMING CS 16 1'/a"COILED STRAP- FOUNDATIONS-CHAPTER 4 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. 16"O.C.USE 4-8d NAILS AT EACH STUD,WRAP AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL UNDER SILL PLATE BRIDGING TO JOIST(TOE-NAILED) 2-8d EACII END MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF MIN OVERLAP IS 12" FOUNDATION WALL DESIGN. THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END COMPLETION OF THE JOB. NOTE: z FOUNDATION NOTES: 00 STRAPS MAY BE BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK 12.PLUMBING INSTALLATION TO COMPLY WITH STATE ANT)LOCAL CODES AND THE 518"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING • PLACED EITHER N p0 UNDER OR OVER LEDGER STRIP TO BEAM(FACE-NAILED) 3 16d EACH JOIST 8"POURED CONCRETE FOUNDATION WALL,8'0"HIGH,3000#TEST SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. 0 MINIMUM DEPTH-SECTION 403.1.4,48"MINIMUM COVERAGE TO TOP OF FOOTING 0 f in JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST 16"X 8"POURED CONCRETE WALL FOOTINGS,3000#TEST 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. • ' 0 SHEATHING 4"POURED CONCRETE FLOOR SLAB WITH6X6X#10 MESI I AND VAPOR BARRIER ' 0 0 ' N E BAND JOIST TO JOIST(END-NAILED) 3-16dPER JOIST DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R406 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK • 00 0 O 30"X 30"X 12"DEEP POURED CONCRETE COLUMN FOOTINGS,3000#TEST ENERGY CONSERVATION CONSTRUCTION CODE ALL GLAZED AREA TO BE DOUBLE , z BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE i) PER FOOT FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. ' 0 m, ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL ' . @, ROOF SHEATHING NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE • ' , N STRUCTURAL PANELS 8d SEE TABLE 3.11 "THIS SHEET POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER CODE'S MINIMUM STANDARDS. � • � � • ' CO\ PROVIDE 3 1/z"STEEL LALLY COLUMNS il DIAGONAL BOARD SHEATHING BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ' • ' ' STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR of • ' • ' , 1"x6"OR I"x8" 2-8d PER SUPPORT BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) WHICH THEY ARE MADE 1S EXECUTED OR NOT. THEY MAY NOT BE USED to , • ' M ON ANY OTHER PROJECT EXCEPT BY`VRITTEN AUTHORIZATION OF THE ENGINEER. o • I"x 10"OR WIDER 3-8d PER SUPPORT FLOORS-WFCM PRESCRIPTIVE METHOD FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE 0 00 • ' CEILING SHEATHING DRAFTSTOPPING-SECTION R502.12 INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, of ' 4 FIREBLOCKING-SECTION R502.13 CONTRACTOR OR LOCAL BUILDING DEPARTMENT. , GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 00 WALL SHEATHING FLOOR CONSTRUCTION: UPLIFT-CONTINUOUS PATH CONNECTORS 3/a"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM 0 0 ' STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED USE SIMPSON STRONG-TIE CONNECTORS ' �- FASTEN PER TABLE 3.1 WFCM FOLLOW PRODUCT SELECTION GUIDE AND of I X FIREBOARD PANELS 2 2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 Simpson Strong-Tie FINISH FLOORS PER AGREEMENT CONSTRUCTION CATALOG C-HW02 00 CS 16 11/a"COILED STRAP- IL 7/16" 6d 3"EDGE/6"FIELD � I6"O.C.USE 4-8d NAILS ((�� 3: � WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD ANCHOR BOLTS 1N FOUNDATION USE: AT EACH STUD i!- 1a1 M 25/32" 8d 3"EDGE/6"FIELD WALL FTJAMING AND FINISHING SHALL BE NAILED AND OR SCREWED SSTB28 WITH BEARING PLATE,SEE FOUNDATION MIN OVERLAP IS 27" (K 0 U GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD IN ACCORDANCE WITH TABLE 3.1 WFCM NOTES FOR SPACING co U j IX6 AZEK FASCIA = - 1-- HARDBOARD 8d SEE TABLE 3.11 TUTS SHEET OVERHANGS AS NOTED SILL PLATE TO RIM JOIST USE: SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS 0 r AZEK VENTED SOFFITS LTP4 16"O.C.AT EXTERIOR PERIMETER V PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET ALUMINUM GUTTERS AND LEADERS AND GARAGE/HOUSE COMMON WALL RIM JOIST TO STUD CONNECTION STDTNG:FEE ELEVATIONS O USE 4 8d NAILS AT EACH END }- DIAGONAL BOARD SHEATHING HARDIE HOUSEWRAP m X �- O 1/2"CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE: Ca (n 1"x6"OR 1"x8" 2-8d PER SUPPORT 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE SSP CONNECTOR AT 16"O.C. 0 Lu � L@L 1/z"GYPSUM WALL BOARD USE 4 8d NAILS AT EACH END }- Z 0 LL 1"x 10"OR WIDER 3-8d PER SUPPORT 5/8"TYPE X GWB IN GARAGE Simpson Strong-Tie 11J RIM JOIST TO STUD CONNECTION USE: BLOCKING AT CO -� 1/z"MR GWB IN WET AREAS CS 16 11/a"COILED 1/2"SPACING O FLOOR SHEATHING AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE 2 24"O.C.ALLOWS O NITS 1 , 16"O.C. STRAP WIN MIN 1 ALLOWS o HOLDDOWN Q- cl! EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN STRUCTURAL PANELS LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) STUD INSTALLATION INSTALLATION ^' 1"OR LESS 8d 6"EDGE/ 12"FIELD FOR NON-BEARING WALLS. FLOOR TO FLOOR CONNECTION USE: SIDEWALL �/ FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 MSTA 36, 16"O.C. U GREATER THAN 1" lOd 6"EDGE 16"FIELD USE 4 8d NAILS AT EACH END ' 7 -.ILL ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD FOR CANTILEVER CONDITION USE NITS 12, 16"O.C. DIAGONAL BOARD SHEATHING ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) USE 4 8d NAILS AT EACH END ENDWALL O FASTENERS PER SHINGLE(SECTION R905.6) HOLDDOWN 1"x6"OR 1"x8" 2-8d PER SUPPORT UNDERLAYMENT APPLICATION(SECTION R905.2.7) RAFTER TO STUD CONNECTION USE: O O o ENGINEER: ,1 FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(1 2) NITS (HDU5)TS 12,EACH ROOF RAFTER O ,-CORNER STUD 1"x10"OR WIDER 3-8d PER SUPPORT UNITS HORIZONTAL(17-PERCENT SLOPE), USE 8 16d NAILS AT EACH END CONNECTED TO O UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS O TRANSFER SHEAR 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT RAFTER TO RIDGE TO RAFTER CONNECTION USE: O 0 �P ��� 1 E� 2-16d COMMON IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. CS20 USE 8-8d NAILS IN EACH END NAILS AT 10"O.C. v �}� ? � NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL O O HOLDDOWN `• �s3 AT EACH ROOF RAFTER SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY (HDU5) O TO HOLD IN PLACE. DECK POST TO CONCRETE CONNECTION USE: 0 W 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF STARTING AT THE EAVE,APPLY 36-INCH-WTDE(914 MM)SHEETS OF ® ® CORNER STUD m _�. Z PBS44A FOR EACH POST-USE 14-16d NAILS 2-16d COMMON CONNECTED TO NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), NAILS AT 6"O.C. O TRANSFER SHEAR AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. DECK POST TO GIRDER CONNECTION USE: FLOOR TO FLOOR CONNECTIONS- ARP� FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL 1N TWELVE(]2)UNITS PC44 FOR EACH POST CANTILEVER CONDITION Uress oN ICE PROTECTION(SECTION R 905.2.7.1) GIRDER TO DECK JOIST CONNECTION USE: UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) NITS 12 @ EACH JOIST J3=FFREY T, BUTLER, P.E. TABLE 3.11 (WFCM HIGH WIND EDITION) FLASHING(SECTION R 905.2.8) (140 MPH 3-SECOND GUST= 120 MPH FASTEST-MTLE WIND SPEED[PER TABLE R3-1.2.1.3) CHIMNEY'S AND FIRESPACES-CHAPTER 10 PORCH POST TO DECK USE: WALL,SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT 2-AC4 -USE 14- 16d NAILS p F- MECHANICAL-CHAPTER 12 1 3/4"MINIMUM Bp GENERAL MECHANICAL SYSTEMS-CHAPTER 13 PORCH POST TO GIRDER USE:2-AC4 EDGE DISTANCE _ m STRUCTURAL SHEATHING MAXIMUM NAIL SPACING HEATING AND COOLTNGEQGIPMENT-CHAPTER 14 USE 14- 16d NAILS d SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS EXHAUST SYSTEMS-CHAPTER 15 HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, do o 0 (SEE NOTE I) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) DUCT SYSTEMS CHAPTER 16 PORCH ROOF RAFTER TO GIRDER USE: AND WINDOW AND DOOR OPENINGS 0 LL LL 13 .18 COMBUSTION AIR-CHAPTER 17 NITS 12 AT EACH ROOF RAFTER z p E 6 CHIMNEYS AND VENTS-CHAPTER 18 W = 9 4'EDGE ZONE 16 PLUMBING-PAR (FLOOR TO FLOOR &FLOOR TO 13 0 TVII FOUNDATION;WFCM FIGURE 3.8a&3.8b) F 12(SEE NOTE 2) z r6 E 6 Simpson Strong-Tie L CD o INTERIOR ZONE 16 1' a m U210 2X6 4" 0 a F AT EACH RAFTER d Z Cl E=NAIL SPACING AT PANEL EDGES(IN.) 4-1 Od x 1 1/2" d Simpson Strang-Tie RIDGE TENSION STRAPLjj _0 TABLE 3.10 (WFCM HIGH WIND EDITION) le d AC4 CS20 USE 8-8d NAILS F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) IN EACH END AT ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS NOTE: AT EACH POST O S •L 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT ATTACH LEDGER TO FRAMING EACH ROOF RAFTER U (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) REQUIREMENTS SHALL BE USED. MEMBER WITH 2-1/2"X 5"LAG W SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING BOLTS AT 16"ON CENTER SEE PLAN W 'U 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS MEMBERS WITH Gz0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) 0 O BE REDUCED TO 6 INCHES O.C. (SEE NOTE 3) (INCHES6 O.C.) d 4 O N Q 4'PERIMETER EDGE ZONE 16 d V m 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED F 6 Strong-Tic Q,, z FOR COMMON NAILS. E 6 SimpsonRAFTER F 0 INTERIOR ZONE 16 U210 2X6 F 12(SEE NOTE 2) AT EACH CEILING JOIST z E 4 4-1 Od x 1 1/2" w w GABLE ENDWALL RAKE AND RAKE TRUSS d O a a TABLE 3.2B (WFCM HIGH WIND EDITION-2015) F 4 ° U ° SILL OR BOTTOM PLATE'TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(TN.) d I MAXIMUM ANCHOR MAXIMUM ANCHOR RIDGE BEAM AT CATHEDRAL CEILINGS F=NAIL SPACING AT INTERMEDIATE SUPPORTS 1N THE PANEL FIELD(IN.) JOIST HANGER REQUIRED BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH d d LSSU OR EQUAL BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (518" ANCHOR BOLTS) SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. y O ,'� 2"MINIMUM 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS Simpson Strong-Tie 's, ' FIAGEOP WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<,G<9.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. b6 U_10 2X6 SIDECOVER •.�.¢ RIDGE LATERAL AND SHEAR LOADS 1-3 STORY 1 AT EACH DECK/PORCH JOIST Simpson Strong-Tie 31 48 Simpson Strong-Tie Tie 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS i 4-1 Od/x I�1/2" P g PB544 WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,TIIF NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. TYPICAL PORCH/1)ECK SSTB28 WITH BP t AT EACH POST FOOTING TENSION-STRAP 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS DETAIL J T NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL 4. G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. LEDGER CONNECTIONS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P,C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. JOIST DETAILS When sheathing thickness exceeds 7/8", trim sheathing tongue at rim board 12'ton center ) at 6"on-center restraint(blocking) lateral Load bearing or shear wall above 0.135"x 3-1/2" at Floor panel nail-8d(0.131"x 2-1/2") IRC 502-7 require at all (must stack over wall below) Web Stiffeners Plate nail-16d 0.135"x 3-1/2" at stud wall ) Load bearing to shear wall Plate nail ( ) intermediate supports in above(must stack over wall Plate nail required each at 16"on-center* at 16"on-center side at A2W Web Stiffeners required each Seismic Design I Web stiffeners required below when present) Floor panel nail-8d(0.131"x 2-1/2") side at A3.4W Categories DO,D1,and Blocking panel each side at B3W Blocking panel at 6"on-center* D2 to strengthen the floor Attach panel 11/4"TimberStrand@ LSL rim board.* diaphragm. 2x4 minimum Blocking panel Web Stiffeners required per code or squash blocks each side at A3._W specification Rim-to joist 12„ Toe nail-10d(0.131"x 3") B1 B1 W nail 1-1/4"TimberStrand at 6"on-center 1-1/8"rim board, min. Toe nail When sheathing thickness For rim board thicker than 1-3/4" tis '�1 Web stiffeners required on Toe nail Toe nail-10d(0.131"x 3") exceeds 7/8",trim sheathing -Attach TJI@ Joist to rim board with one 10d(0.128NY) each side of both joist ends Web stiffeners at 6"on-center* tongue at rim board nail.Top nail from TJI@ joist into rim board. at B4W TJI®rim joist -Connect corner with four 10d(0.128NY)nails.Toe nail from required each side Web Stiffeners For rim board thicker than 1 3/4" Install proper blocking to at B1W and 62W required each P p g side of parallel closure into rim board Must have 1 3/4"minimum -Attach TJI Joist to rim board with one 10d(0.128"x3")nail. support all panel edges O O Blocking panels may be Blocking panels may be End of joists at centerline side at Al W Top nail from TJI joist into rim board. B2 B2W required with shear walls required with shear walls above of support Al Al A2 A2W joist bearing at ends. B3 63W or below See detail 61 64 B4W -Connect corner with four 10d(0.128"x3")nails.Toe nail from ® above or below-see detail ( ) Attach rim joist perA3 detail, side of parallel closure into rim board A3.4 ® B1 alaeg A3.4 W A3W A,3..1 eA3.2 eA3.3 1 1,4"TimberStrand ®LSL or iLevel ®1 t/,"rim Blocking Nail through 2x_cantilever,wood backer 6'-0"length of TJIO joist 8"diameter maximum hole for board.Nail with 10d(0.131"x 3")nails,one each panel and TJI@ joist web with 2 rows 10d reinforcement and filler 11-7/8"-16"deep blocking 1-1/4"TimberStrand@ LSL or iLevel@ 1-1/8"rim board. at top and bottom flange.Nail to blocking panel (0.148"x 3")nails at 6" 8"diameter maximum hole for block.Use 4'-0"length panels;6"diaameter maximum one each at ( and bottom fil with connections a uivalent to floor panel on-center,clinched.Use 16d 0.135"x 3-1/2" nails with Web stiffeners 11-7/8"-16"deep blocking 4'-0"length of 8"diameter maximum hole for with 9-1/2"and 11-718" for blockingpanels 9-1/2"deepP flange. schedule. Attach reinforcement to ( 3-1/2"TJI®joist g al with 0 0. 3 x 3" Waif Load from above re uired both 3/4"reinforcement on 11-7/8"-16"deep blocking TJI®joists. or shorter than 12 long. „ q panels;6"diameter maximum for P g Do not cut flanges. 'Attach reinforcement to joist joist with one 8d(0.131"x 2 h)nail at each corner flange widths sides at E1W blocking panels 9-1/2"deep or one side at E2,both panels;6"diameter maximum shorter than 12"long. sides at E3 for blocking panels 9-112"deep with one 8d I0.131"x 2 1/2") Horizontal blocking panels 1-1/4"TimberStrand®LSL or Do not cut flanges. or shorter than 12"long. O nail at each corner between each joist.Nail to top g Do not cut flanges. iLevel®1116"rim board.Nail with E5 plate with connections z 10d(0.131"x 3")nails,one each equivalent to floor panel p rru1-1/4"TimberStrand@ LSL at top and bottom flange. '2"length of 3/4" schedule. N or iLevel@ 11/8"rim board. reinforcement on one Nail with 10d(0.131"x 3") Attach reinforcement to joist side at E5,both sides 12"length of 3/4" Wood nails,one each at tap and web with 3 rows 10d Full depth vertical at E6 reinforcement on backer 4 bottom flange. (0.148"x 3")nails at 6"on- blocking between E� one side at E7,bo4th e5 t oat\oaas 2x4 minimum Attach reinforcement to o center,clinched.Use 2 rows each joist O sides at E8 ,�� t �\ko<d` squash blocks with 9-1/2"and 11-7/8" 2 F1 oa\a�9ti N joist flange with 8d ay�ct` TJI@ joists. Less than:" Less than 5" p" (0.131"x 2-1/2")nails at O O O 1-1/4"TimberStrand@ LSL or �� 6"on-center.When E4 E6 E8 CS iLevel®1-1/8"rim board.Nail with Face in �a� reinforcing both sides, 10d(0.131"x 3")nails,one each at horizontal stagger nails. E1 E1 W top and bottom flange. E2 E3 � Gap*: 1" " ':s"minimum 0 Option#1: (1-1/2 244'maximum w TJI@ Joist blocking with end for TJI@ Q Structural exterior sheathing blocks installed at 1/3 joist-span locations using 560,560D, w two 8d(0.113"x 2-1/2")nails or s47 joist) Web stiffener each side. *With Dint load from above ,i install web u� Filler block: Attach with ten 10d(0.128"x 3")nails,clinched. Flashing 2-1/2"screws,typical See sizes below. P Use ten 16d(0.135"x 3-1/2")nails from each side with 3-1/2" stiffener tight to top flange(gap at bottom TJI@ joist flange widths. Use fifteen nails with TJI@ joist depths Flush bearing plate required. Treated a�a�` r Tight fit* flange)when there is no support below. w greater than 16". Maximum 1/4"overhang ti Backer block: Install tight permitted at beam. 2x_ledger �5N mad m to top mount(tight to bottom flange with face See fastener iLeveLevell TimberStrand@ LSL or ' ®1-1/8"rim board. � mount hangers).Attach table below.Maintain Option#2: 110 All 5/8"x 2-5/16" with ten 10d(0.128"x 3") ��•f 2"distance(minimum)from 2x_strapping installed at 1/3 joist- 210 All 3/4"x 2-5116" 8d Top nails,clinched when edge of ledger to fastener, span locations using two 2-1/2" 230&360 All 7/8"x 2-5/16" (0.113"x 2 mount s31 &s33 All 3 3 hanger possible. screws per joist,typical 1"x 2-5116" Face / Backer block Option#3: 560&s47 All 2x4 16d mount both sides of web with (0.135"x 3'�") hanger single TJI®joist 400/630 N.A./N.A. Directly applied ceiling 475/750 20 400/575 (1) j 4 4 20" 16d 5 5 Web stiffeners required if sides of (1)This factored resistance is with a 3/8"gap between the rim board PB1 W 560D 22„ 2x4 (0.135"x 3��") 6 11 H1 hanger do not laterally support at H2 H3 LA and deck ledger O 24" 6 13 v least "of TJI®'Dist to flange O -Allowable load determined in accordance with AC 124. O 1 P g O O -Corrosion-resistant fasteners required for wet-service applications. OL X BEAM and COLUMN DETAILS UJ U_ w 4" 3" 6" 4" 3" 3" 3" 2x6 2x8 2x6+3/8" 2x8+3/8" 2x6+1/2" 2x8+1/2" 202+1/2" Two Two Two 0 U 1-1/4"TimberStrand®LSL or Strap per code if top 4" 4" 6" 4" 4" 4" 4" sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 iLevel@ 1-1/8"rim board or plate is not continuous 6" 6" 16" 6" 6" a" ! 6' 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" N (14 Q blockingfor lateral support over header - -j 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicable r PP (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms.Stagger nails when using 4"on-center spacing and maintain 318"joist long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable M (]( and panel edge distance.For other applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and staggered. }- (2)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1-3/8"(to avoid splitting). 5/8"or 3/4" 3/4"or 7/8" 1"Net 2x6 2x8 202 0 . Recommended nailing is 12"on-center in field and 6"on-center along panel edge. 14 ga,staples may be substituted foi 61(0.113"x CID X (� Fastening requirements on engineered drawings supersede recommendations listed 2-1/2")nails if minimum penetration of I"into the (1)If necessary,increase filler and backer block height for face mount hangers and maintain 1/8"gap at top of joist; O Top above. TJI®joist or rim board is achieved. see detail W.Filler and backer block lengths should accommodate required nailing without splitting It 2"minimum for LU 0 � mount ! backer blocks and 24"minimum for filler blocks). CD Z co 11- hanger Protect untreated • iLevel recommends using a no subfloor adhesive on all contact points Face mount wood from direct between panels and floor framing. Maximum spacing of nails is 18"on-center O hanger for TJI®Joists. Column Cohtact Wlth • Nailing rows must be offset at least 1/2"and staggered. Joists must be laterally supported at concrete cantilever and end bearings by blocking L1 L2 L3 L4 panels, hangers,or direct attachment to a rim board or rim joist. Safety bracing(1x4 minimum)at Won-center(6'on- •--� E1 center for TJI O 110 Joists)and extended to a braced end wall. a Minimum of 3 rows 10d(0.128"x 3")nails at 12"o.c. Fasten at each joist with ENG ER: o Minimum of 4 rows 10d(0.128"x 3")nails at 12"o.c. two 8d(0.113"x 21/2")nails for 14"and deeper beams (see WARNING). c If using 12d-16d(0.148"-0.162"diameter) �P - T.nails,the ,p reduced by onenumb. Al of nailing rows may be Al H2 Rim board �.s ✓T`�� E2 joint between r" DO NOT overhang seat cuts • joists on beams beyon o Minimum of 2 rows 1!2"bolts at beyond the Inside m Lu W A3 face of support member. Z _ Z 24"o.c.staggered (1)Load must be applied evenly across entire �:` '. 0� ;493 beam width.Otherwise,use connections for side-loaded beams. R F[SS1QN 'Optional % O P CS JEFFREY T. BUTLER, P.E. non-shrink TJI®rim joist ' P1 P2 P3 L5 L6 O 0 O grout O L3 p ca A2 11/4"TimberStrand@ LSL or iLevel@ 11/8"rim board. O L on 01 L1 p B H1 O 0 0. 0 0 1-1/4"TimberStrand@ LSL or B2 ,n iLevel@ 1-1/8"rim board. - Z O O B U Q One 10d(0.128"x 3") nail into each flange 3 One 8d(0.113"x 2-1/2") z chi) ,, o each side.Drive nails natlan angle at least P Q Q 3 1-1/2"from end. O B4 _ � Z 4 u � a o 1-3/4"minimum bearing at end Subfloor adhesive will improve floor W d) Z support;3-1/2"minimum at + ( PP , performance,but may not be required. � � Q) intermediate support �L End of joists S N Squash blocks and blocking panels carry at centerline U O stacked vertical loads(details B1 and B2). of support Braced end wall- w t� see note 3 under � u Packing out the web of a TJI m joist(with web �+ WARNING stiffeners)is not a substitute for squash blocks O T O or blockingH1 IL Q 1-1/4"TimberStrand O LSL 3-1/2"wide TJI @ rim panels. O O O N or iLevel O 1-1/8"rim board joist: Toe nail with When joists are doubled at non-load bearing . O c0 p or 13/4"wide TJI O rim joist: 10d 0.128"x 3" fr U u ( ) parallel partitions,space joists apart the width O One 10d(0.128"x 3")nail nails,one each side into each flang • �- e of the wall for plumbing or HVAC. O of TJI@ joist flange o 2-1/16"-2-516"wide TJI® rim joist: One 16d(0.135"x 3-1/2"wide TJI® Additional joist at plumbing drop(see detail). L4 o Z w 3-1/2")nail into each flange rim joist O�• ' 1 "minimum bearing a O u o a O 9 U m ' Structural ° ' DO NOT use sawn .. � sheathing O lumber for rim board or blocking, 1-1/4"TimberStrand®LSL or o as it may shrink iLevel@ 1-1/8"rim board. Shifted Additional o after Installation. /• joist Plumbing drop joist Protect untreated O Use only (\��d'� • wood from direct See 1 • 1-1/2"knockouts at O engineered contact with H3 ALLOWABLE See framing concrete approximately 12" HOLES lumber. Drive nails at an g plan(if applicable)) on center V o f 1 O One 10d(0.128"x 3")nail angle to minimize or iLevel®Framer's Pocket each side of member at splitting of plate Guide for minimum end and Bearing plate to be bearing, 11/2"minimum intermediate bearing lengths. flush with inside face from end of wall or beam COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.