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SoFOt�o` Town of Southold 8/17/2023 P.O.Box 1179 0 o • 53095 Main Rd y�j�l �aof� Southold,New York 11971 L CERTIFICATE OF OCCUPANCY No: 44464 Date: 8/17/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 910 Glenn Rd., Southold SCTM#: 473889 Sec/Block/Lot: 78.-2-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/27/2022 pursuant to which Building Permit No. 48537 dated 11/30/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement,front and rear covered porches and attached garage as applied for. The certificate is issued to Roberts Premiere Dev LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1264 7/5/2023 ELECTRICAL CERTIFICATE NO. 48537 6/14/2023 PLUMBERS CERTIFICATION DATED 6/28/2023 Gen('Nine A o 'zed 0 ature -�SQFFD TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY rn x � r 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#: 48537 Date: 11/30/2022 Permission is hereby granted to: McNamee FH Family Trt 19 Skipper Dr West Islip, NY 11795 To: construct single-family dwelling as applied for per SCHD, DEC & Trustees approvals. At premises located at: 910 Glenn Rd., Southold SCTM #473889 Sec/Block/Lot# 78.-2-27 Pursuant to application dated 9/27/2022 and approved by the Building Inspector. To expire on 5/31/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,459.60 CO-NEW DWELLING $50.00 Total: $2,509.60 Buil ing Inspector SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinc&-town.southold.ny.us Southold,NY 11971-0959 QIyCOU�'��\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Roberts Premiere Dev LLC Address: 910 Glenn Rd city,Southold st: NY zip: 11971 Building Permit#: 48537 Section: 78 Block: 2 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Electric Joe License No: 48402ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 40 Ceiling Fixtures 12 Bath Exhaust Fan 3 Service 3 ph Hot Water 8' GFCI Recpt 8 Wall Fixtures 10 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt GaS Emergency StrobeHeat Detectors Disconnect Switches 35 4'LED Exit Fixtures Sump Pump 11 Other Equipment: Fridge, Oven, DW, Micro, Gas FP, Hood, Mini Fridge Notes: AS BUILT NO VISUAL DEFECTS " Two Story w/ Unfinished Basement Inspector Signature: Date: June 14, 2023 S.Devlin-Cert Electrical Compliance Form Efho.�aF SUU�yo�% 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 t$CQjj1�,Fj� � Bi ILDING-DEPARTWMNT TOWN OF SOUTHOLD C)f;RT IIFICATIQiq Date: Z Building Permit No. 14 F5 -7 Owner: -41 7> r .lam v-e LaPrn,,Yl-� (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �A(Plumbers Signature) Sworn to before me this. day of J u rsa= , 20-a-t, Notary Public, i _County -� Christine Vazquez Notary Public-State of New.Yorz NO.OI VA6307026 Qualified in Suffolk County Commission mmission Expires(Q1 @ _b SOUTyo - -- # f TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 INSPEC 1 [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] 61UNDATION 2ND [ ] INSULATION/CAULKING [V 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: 0Ay&4-w* . Utt� Y y� (� DATE 3 g �Y3 INSPECTOR (� OE SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 - REMAR S: n � J ca/vIv ��► DATE INSPECTOR 47 SOUly�lo 465:/p / lo // Li'� TO 4 # # N OF SOUTHOLD BUILDIN DE . : � • �o 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: IFUILfi TWO Sugy tLA/ DATE v INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. ' coum, INSPECTION FOUNDATION 1ST [ ] ROUGH PL13G. FOUNDATION 2ND [,rNSULATIOWCAULKING 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: (abo W- Aalo�- WXA, IC6� DATE & [-V6� — INSPECTORI& t I -s� Az ( R i� t a V qc-ac Gss�A6 M.A f�,n INEEKIR 1 � r 4 f 910 Gtenn Rd Southold NY HERS"Index Score: t. 19,2023 . I ID- HERS "IRS Registry Mnual Estimator; Rating Company: Electrlc(k4Yh} R.074_S EnergykgingServicelnc Propane(Gallons): 1,063.3 Rating Provldar. COQ(Ions): 1U.2 Rullding F(hcicncyResourres Ratingg Provider Addrvss: Approx.EnergyCosc 54,740 PODa,t1769Drevard,N.'. 7D71z Home Feature Summary: • ,,,,ie•,� Singlefamllydetad,cd.4 bedrooms,I.Gl7 ft' c•,,,.,� HBdtlltg:7Gl hFVE �• Crwllny:IS_S SFER e.+r.� 1 goo Hat Water.0.T7 UEF n� Alr leakage 1165.7 CFM50(1.T4 ACH50) Ventllatiorc 55 CFM,65 CFM•27.75 W Ed,ausl OnlyExhauSt Only Duct LTb z.,.r.wi„ •• 7f CFM�125Pa(3.92!100 Ft'1 w-. o Above Grade Walls:H2B � �•••m•ar Ceiling;VaWted Roof,R30 WSndowo U:0.3•SHGC Q7N Foundailon 1Valls;, V-11— in ekotrope *,. New York 2020 Label � 870 Qlenn Rd Moder custom home (� Ekotrope RATER-Vorsion:a 10.3188 Buliding Envelope SpecB +Ceding:R-30 A4ove Gredo Walls:R•18 Foundation Wells:N7A Exposwf Floor:R-34 SIa6 N!A InfdUatlon:1185.7CF 0(1,74ACH50) i0uc1 Insufetion:Su y:RD,Retum:RB Duel Lkg to Oul 75 CFM�25Pa(3. �r 100 11') Watltl0lM 8 DDOr G ,U•Vulua 0.0.SHGC .28 �Dtmr R•2 M�thgtic�!Equipment pis Roatm�:Fwnacu•Pngionn•96 1 AFUE Codutg-Air CauLtioner•Electric•15,5 SEER I NW Wafer Raa,denUel Water Heater•Propu„„. I 0.72 UEF ,� Average Medtanical Venl,lahn, 75 tl CFM ( (tlYliflKOf D4nign PEoAtnlond Spnalure .,-. 1 9ro GI[nn Rd.Sonrh.ld RY .1 r•I`yr�.w• 1 41arw r 1 >wio/iana�ry WIW York 40T0 Libel _ i gra cmnn rtd B W Jing EmMN,rRr>SMcf /�.•O•a.Nra R..t VI diI ar+lttlf!�rv9:;1 yA:Mx: . 'D..r.»rfw--,.`•illy i._.h.'+F],. ;N4Wri Wa yKf sl 1 14u1.i�.i-UtI�-- Y4cIUNcR1Eq:�RthKf n ,�MMm{INIOn PwNswrl• I+ r 111 C I I 91^fj lPn�$w�IhnId NY MnrtlM..N�. NOw:6A1{I - New Yolk 2CZ0 LabN -' oro c�o.Tn 1lv _ 'aWlJing@mN4p.�c� _ �..0•a/tk.lx WIY �K:tl'R 'I.t�r2 Akf•r,Rs::l't:.:NY; nl.4 v.�n Euyr 4J PJ..--4. 1 M1tYiwlrrt o.4r aaYn `I Y4rYNkW FM��taAcs .W 1 t 3 1 r 91I CalERSO Index Score; Raling Rd Southold NY 1. 2023 • I Mnuel Estimates: Rating fompany: HERS Indest 60 trope lip E3ec7r1clk4Vh}; H.074.5 EnergyHaUngServicelnc Propane(Gallons); 1,Ob3.3 Rating Provldar. CO2(Ions): &Illding F/fidency Resources 102 Ratio ProvidarAddrass: 7+pProx Energy Cosh 54,740 PO�nz ll698•evard,NC 78712 Home Feature Summary: �, .•,•, m SinglefamllydetachcJ,4 - s� , HBdtlrlg:941 hFVE CrsWlny:I SS SEER ' i �,NM I goo Hot Wetcr.0.77 UEf Alr leakage 1 165.7 CFM;O(1.74 ACH50) Ventllatlon: 65 CFM,65 CFM•22.75 W sw� fDefaulti,7275WIDefaulU• Fifiaust OnlyFshaust Only Duct LTO: 73 CFM @ ZSPa(3.92!10p ft 1 z.o r...n " Above Grade Walls:Hili rrr: o � r.m.sr Ceiling;Vaulted Roof,R-30 Window:V-0.3•SHGC Qj8 Foundailnn 47alls;NIA New York 2020 Label 910 Qlenn Rd Modal:wstoln home Ekotrope RATER-Varsfon:-0.1.0.31138 9utldiing Envelops Specs ,Ceiling:R-30 Ahove Grade Wells:R-18 Foundetlon Walls:NIA Exposfxf Floor R-34 Slab:NIA In(dtretlon:1165.7 CFM50(1.7d ACH50) Duct Insutotion:SuPPIY RB.Rehlm R8 Duct Lkp la Outdoors 75 CFM;rn?5Pa(;J 02, Itb I 11•J Window 8 Dour Specs i U-Value U.3.SHGC U Y& `Door R•2 Mschsnlcal Equipment Specs � #Rus4rlrJ Furnace•Pwpmw•96 1 AFUE Cooking All Caubunnt+l•Eloglic•15 5 SEER Not Wuter Resufenhel LNuter Neater•propene 0 TL IJEF �Averoge MeeJwrnrsl Vunblahnn 75 S L:FM �8uI1dM or Design ProMsalonat Signature RCCA Manual DJS HVAC Load Calculations for Residence 910 Glenn Rd Southold, NY 11971 R El ik)**, RHVAC , Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631-566-8439 Friday,July 22, 2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS IslipTerrace,NY 11752 _ Page 2 Project Report General Project Information Project Title: ACCA Manual DJS Project Date: 07/22/2022 Client Name: Residence Client Address: 910 Glenn Rd Client City: Southold, NY 11971 Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-566-8439 Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ur 's Total Building Supply CFM: 1,600 CFM Per Square ft.: 0.611 Square ft. of Room Area: 2,617 Square ft. Per Ton: 907 Volume (ft3): 25,819 Buildin Loads Total Heating Required Including Ventilation Air: 57,445 Btuh 57.445 MBH Total Sensible Gain: 28,361 Btuh 82 % Total Latent Gain: 6,258 Btuh 18 % Total Cooling Required Including Ventilation Air: 34,619 Btuh 2.88 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\...\910 Glenn Rd_07222022 ACCA Manual DJS.rh9 Friday, July 22, 2022, 10:42 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS' I Islip Terrace,_NY 11752 _ _ Page 3 Load Preview Report Ne ft. Sen La NeSen Sysl Sys Sys Duc Scope Tori /To Area Gain Gain GainLoss CFM CFMI CFMI Siz Building 2.88 907 2,617 28,361 6,258 34,619 57,445 1,600 1,600 1,600 System 1 0.78 899 704 8,124 1,269 9,393 17,390 600 600 600 9x1 Ventilation 53 307 360 395 15 15 15 Supply Duct Latent 58 58 Return Duct 0 171 171 332 HW Piping 454 Zone 1 704 8,072 733 8,805 16,210 600 600 600 9x1 1-Bedroom3 177 1,885 200 2,085 4,404 163 140 140 2- 2-Bath 68 482 62 544 1,919 71 36 36 1- 3-Bedroom 4 229 2,405 276 2,681 5504 204 179 179 2- 4-2nd Floor Game Room,Laundry 230 3,299 195 3,494 4,381 162 245 245 3-5 System 2 2.10 910 1,913 20,237 4,989 25,226 40,054 1,000 1,000 1,000 12x1 Ventilation 228 1,330 1,559 1,712 65 65 65 Supply Duct Latent 71 71 Retum Duct 0 171 171 344 HW Piping 454 Zone 1 1,913 20,009 3,416 23,425 37,544 1,000 1,000 1,000 12x1 5•PowderRoom 29 6 0 6 45 1 0 0 1-0 6-Guest Bed,Bath 235 2,114 228 2,342 4,138 110 106 106 1- 7-Master Bedroom 238 3,065 248 3,313 5,686 151 153 153 2- 8-Bathroom,WIC 199 1,539 189 1,728 4,480 119 77 77 1- 9-Laundry 55 615 52 667 1,042 28 31 31 1-- 10-Mud Room 147 496 163 659 3,036 81 25 25 1-- 11-Dining Room, Kitchen,Great Room 1,010 12,173 2,536 14,709 19,118 509 608 608 6 E:\...\910 Glenn Rd_07222022 ACCA Manual DJS.rh9 Friday, July 22, 2022, 10:42 AM 1 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Page 4 Duct Size Preview Room or Source Minim Duct Name Velocu Maxim u Rough Design SPt Du( Duc Htg Clg Act. Duct Reg i Veloci Facto L/100 Loss Veloci Lengtf Flow Flow Flow I_ Size ' Size System 1 Supply Runouts Zone 1 1-Bedroom 3 Built-In 450 750 0.01 0.1 513.8 163� 140 2-5 2-Bath Built-In 450 750 0.01 0.1 411 71 I3�, 36 1--4 3-Bedroom 4 Built-In 450 750 0.01 0.1 455.3 204 17 I 179 2--6 4-2nd Floor Game Room, Laundry Built-In 450 750 0.01 0.1 599.5 162 245 3--5 Other Ducts In System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 685.7 60011MI 600 9x14 System 2 Supply Runouts Zone 1 5-Porter Room Built-In 450 750 0.01 0.1 0 1 0 1--0 6-Guest Bed,Bath Built-In 450 750 0.01 0.1 538.2 110 106 1--6 7-Master Bedroom Built-In 450 750 0.01 0.1 561.7 151®1 153 2--5 8-Bathroom,WIC Built-In 450 750 0.01 0.1 564.2 119©7 I 77 1--5 9-Laundry Built-In 450 750 0.01 0.1 352.2 28M 31 1--4 10-Mud Room Built-In 450 750 0.01 0.1 283.8 81�2 . 25 1--4 11-Dining Room,Kitchen, Built-In 450 750 0.01 0.1 516.4 509 60 608 6--6 Great Room Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0.003 0.1 800 1,0001,00 1,000 12x15 Summary System 1 Heating Flow: 600 Cooling Flow: 600 System 2 Heating Flow: 1000 Cooling Flow: 1000 E:\ ...\910 Glenn Rd_07222022 ACCA Manual DJS.rh9 Friday, July 22, 2022, 10:42 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752_ _ ! Page 5 i Total Building Summary Loads Component Area Sen Lat Sen Total Descri tion Quan. Loss : Gain ', Gain Gain U:0.30, SHGC:0.30: Glazing-1-11:0.30, SHGC:0.30, U-value 469 8,442 0 7,375 7,375 0.3, SHGC 0.3 11 P: Door-Metal - Polyurethane Core, U-value 0.29 21.4 372 0 118 118 11 D: Door-Wood -Solid Core, U-value 0.39 48 1,124 0 356 356 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2727.6 10,637 0 1,473 1,473 cavity, no board insulation, siding finish, wood studs, U-value 0.065 12F1-Osw:Wall-Frame, R-21 open cell 1/2 Ib. spray foam 82 320 0 45 45 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 r38: Roof/Ceiling-Roof Joists Between Roof Deck and 3298.4 6,334 0 1,056 1,056 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 open cell 1/2 Ib. spray foam, 10.5 inches in 2 x joist cavity, U-value 0.032 20P-38: Floor-Over open crawl space or garage, Passive, 324 583 0 29 29 R-38 blanket insulation, any cover, U-value 0.03 19A-38p: Floor-Over enclosed crawl space, No insulation 1913 2,861 0 381 381 on exposed walls, sealed or vented space, passive, R-38 blanket, U-value 0.029 Subtotals for structure: 30,673 0 10,833 10,833 People: 6 1,200 1,380 2,580 Equipment: 683 12,981 13,664 Lighting: 80 273 273 Ductwork: 3,676 471 696 1,167 Infiltration: Winter CFM: 305, Summer CFM: 111 20,081 2,266 972 3,238 Ventilation:Winter CFM: 80, Summer CFM: 80 2,107 1,637 281 1,918 Hot Water Piping, 50 ft. Total: 908 0 0 0 AED Excursion: 0 0 946 946 Total Building Load Totals: 57,445 6,258 28,361 34,619 J Check Figures Total Building Supply CFM: 1,600 CFM Per Square ft.: 0.611 Square ft. of Room Area: 2,617 Square ft. Per Ton: 907 Volume (ft3): 25,819 Fffu�flding Loads Total Heating Required Including Ventilation Air: 57,445 Btuh 57.445 MBH Total Sensible Gain: 28,361 Btuh 82 % Total Latent Gain: 6,258 Btuh 18 % Total Cooling Required Including Ventilation Air: 34,619 Btuh 2.88 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\ ...\910 Glenn Rd_07222022 ACCA Manual DJS.rh9 Friday, July 22, 2022, 10:42 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS s Islip Terrace,NY 11752 _._ _ _ . _ _ _ Page 6 Equipment Data - System 1 - 2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1318AJ1 Indoor Model: RH1T1324STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM AHRI Reference No.: Capacity: 18,000 Efficiency: 14.5 SEER Heating System Type: Propane Boiler Model: ULTRA 105 Tradename: Manufacturer: WEIL MCLAIN Capacity: 105,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 8,124 Btuh, Lat. gain: 1,269 Btuh, Sen. loss: 17,390 Btuh, Entering clg. coil DB: 75.2F, Entering clg. coil WB: 62.7F, Entering htg. coil DB: 68.917, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 368 CFM, Req. htg. airflow: 217 CFM E:\ ...\910 Glenn Rd_07222022 ACCA Manual DJS.rh9 Friday, July 22, 2022, 10:42 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 119 _ _ Page 7 Equipment Data - System 2 - 1st Floor Main Cooling System Type: Standard Air Conditioner Outdoor Model: RA1330AJ1 Indoor Model: RH1T3617STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM AHRI Reference No.: Capacity: 30,000 Efficiency: 14.5 SEER Heating System Type: Propane Boiler Model: ULTRA 105 Tradename: Manufacturer: WEIL MCLAIN Capacity: 105,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIKH: 50%, WIDB: 70F, Sen. gain: 20,237 Btuh, Lat. gain:4,989 Btuh, Sen. loss:40,054 Btuh, Entering clg. coil DB: 75.5F, Entering clg. coil WB: 63.1 F, Entering htg. coil DB: 68.1 F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 912 CFM, Req. htg. airflow: 495 CFM i E:\ ...\910 Glenn Rd_07222022 ACCA Manual DJS.rh9 Friday, July 22, 2022, 10:42 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Isli ITerrace,NY 11752 _�---- _ Manual S Performance Data - System 1 - 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 8.124 Outdoor Wet Bulb: 71 Latent Gain: 1.269 Indoor Dry Bulb: 75 Total Gain: 9.393 Indoor RH: 50 Load SHR: 0.86 Supply Airflow: 600 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.7 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 17.390 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.9 Indoor RH: 30 Supply Airflow: 600 E ui ment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA1318AJ1, Indoor Model: RH1T1324STAN Nominal Capacity: 18.000, Manufacturer: RHEEM Entered Interpolation_ Data: 4' B ED � OF EWB j Air Flow j ODB ! Total Power _75•Z OF CFM ; OF MBtuhy Input t ( Sensible SIT I Capacity 62.7j 600�- 83f --�18 1.37 0.722 13 Interpolation Results: Percent Load of Load Sensible Capacity: 13.000 8.124 160% Latent Capacity: 5.000 1.269 394% Total Capacity: 18.000 9.393 192% Power Input: 1.37 Heating: Model Type: Propane Boiler, Model: ULTRA 105, Nominal Capacity: 105.000, Manufacturer: WEIL MCLAIN Results: Percent Load of Load Heating Capacity: 105.000 17.390 604% E:\ ...\910 Glenn Rd_07222022 ACCA Manual DJS.rh9 Friday, July 22, 2022, 10:42 AM Rhvac-Residential&Light Commercial HVAC Loads _ Elite Software Development,Inc. Energy Rating Service OR ACCA Manual DJS �Isli�Terrace,NY 11752 Manual S Performance Data - System 2 - 1st Floor Main Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 20.237 Outdoor Wet Bulb: 71 Latent Gain: 4.989 Indoor Dry Bulb: 75 Total Gain: 25.226 Indoor RH: 50 Load SHR: 0.80 Supply Airflow: 1,000 Entering Dry Bulb: 75.5 Entering Wet Bulb: 63.1 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 40.054 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.1 Indoor RH: 30 Supply Airflow: 1,000 E uipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA1330AJ1, Indoor Model: RH1T3617STA Nominal Capacity: 30.000, Manufacturer: RHEEM Entered Interpolation Data: �I EDB i; 75.5 OF EWBAir Flow ODB Total ( Power Capacity Input Sensible °F CFM �F MBtuh �.. kW S/T Capacity �i MBtuh _63.11(� 100q( 83 30 1.64 0.74 22. Interpolation Results: Percent Load of Load Sensible Capacity: 22.200 20.237 110% Latent Capacity: 7.800 4.989 156% Total Capacity: 30.000 25.226 119% Power Input: 1.64 Heating: Model Type: Propane Boiler, Model: ULTRA 105, Nominal Capacity: 105.000, Manufacturer: WEIL MCLAIN Results: Percent Load of Load Heating Capacity: 105.000 40.054 262% E:\ ...\910 Glenn Rd_07222022 ACCA Manual DJS.rh9 Friday, July 22, 2022, 10:42 AM Horne Energy Rating Certificate Rating Date: 2022-07-22 Projected Report Registry ID: EN uR/JGrYenle Based on Plans Ekotrope ID: kvygXQGL �HERSO Index0 Nbur home's HIEERS score is a relatWe 910 Glenn Rd Performance score_The lower thenumbeG SoutholdIr 971 - • - energy olfici the ient • • $3 , i • - _ ,266 6 learn more.,visit www.her-5-index.com *Relaffve to anavenige tM home 116b�6jtSr PMMief Development Your Home's Estimated Energy Use: This home meets or exceeds the Use NMI Annual Cost criteria of the following: Heating 84.9 $3,028 2016 New York ECCC Cooling 3.1 $82 2020 New York ECCC Hot Water 17.4 $625 2018 International Energy Conservation Code Lights/Appliances 22.9 $639 2015 International Energy Conservation Code Service Charges $164 2012 International Energy Conservation Code Generation (e.g.Solar) 0.0 $0 2009 International Energy Conservation Code Total: 128.3 $4.538 2006 International Energy Conservation Code ' Home Feature Summary: Rating Completed by: More Energy Home Type: Single family detached 35o Model: custom home Energy Rater: Matt Wahl Existing 340 Community: n/a RESNET ID: 2572845 Homes [,o Conditioned Floor Area: 2,617 ft' Rating Company: Energy Rating Service Inc 120 Number of Bedrooms: 4 3S Tellar Dr,Islip Terrace,NY 11752 Reference 110 loo Primary Heating System: Furnace•Propane•96.1 AFUE 631-566-8439 Home 90 Primary Cooling System: Air Conditioner.Electric• 16 SEER Rating Provider: Building Efficiency Resources so Primary Water Heating: Residential k,Vater Heater•Propane•0.63 UEF PO Box 1769 Brevard,NC 28712 70 House Tightness: 3 ACH50 800-399-9620 ;,�. 60 Ventilation: 65 CFM,65 CFM•22.75 Watts(Default),22.75 watts so This Home (Default) _ co 1 ,. av Duct Leakage to Outside: 75 CFM @ 25 Pa(3.92/100 ft') ItB90_ 20 Above Grade 14ra{Is: R-21 Zero Energy 30 Ceiling: Vaulted Roof,R-38 '/ry•�_/ Home o V-1indowType: U-Value:03,SHGC 0.28 Matt L'Jahl,Certified Energy Rater V-1 F[SR[I Less Energy Foundation Walls: N/A Digitally signed:7/22/22 at 10:46 AM Framed Floor: R-33 b ekotrope The Ekotrope RATER • EnergyRating Utsdosure for • • from •• • d Rating 'I rovider. New York ECCC 2020 UA Compliance ENY ;� Property Organization Inspection Status la, ervrce 910 Glenn Rd Energy Rating Service Inc Results are projected Southold, NY 11971 Matt Wahl Model: custom home 631-566-8439 Community: n/a Builder R1227-910GLENN-MJW Roberts Premier 910 Glenn Rd, Southold Development This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 78.8 91.5 Above-Grade Walls 184.0 191.8 Windows, Doors and Skylights 187.5 194.6 Slab Floor: 0.0 0.0 Framed Floors 105.1 77.0 Foundation Walls 0.0 0.0 Rini Joists 9.2 7.7 Overall UA(Design must be equal or lower): 564.6 562.6 Requirements 402.1.5 Total UA alternative compliance passes by 0.4%. ® 402.3.2 Average SHGC-0.28 Max SHGC:0.40 R402.4.1.2 Air Leakage Testing Air sealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa R402.5 Area-weighted average fenestration SHGC ® R402 5 Area-weighted average fenestration U-Factor ® R404 1 Lighting Equipment Efficiency R403.6.1 Mechanical Ventilation Efficacy ® 1,dandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met. ® R403 6 Paechanical Ventilation Rate R403.3.4 Duct Leakage R403.5.3 Hot water pipe insulation Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 0.4%. Name: Matt Wahl Signature: A*W Organization: Energy Rating Service Inc Digitally signed: 7/22/22 at 10:46 AM Ekotrope RATER-Version 4.0.1.2954 Neror York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm.including appropriate amendments Ekotrope RATER is a RESNET Accredited HERS Rating Tool All results are based on data entered by Ekotrope users Ekotropa disclaims all Ilabilit�for the information shown on this report. 910 - Glenn Rd Southold, NY 11971 Builder: Roberts Premier Development Model: custom home Community: n/a This report is based on a proposed design and does not confirm field enforcement of design elements. THIS HOME IS CERTIFIED TO MEET THE NEW YORK 2020 ENERGY CODE Building Features Ceiling Vaulted Roof, R-38 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 75 CFM @ 25Pa (3.921100 ft-) Foundation Walls N/A Total Duct Leakage 75 CFM @ 25Pa (Post-Construction) Framed Floor R-34 Heating Furnace - Propane -96.1 AFUE Slab N/A Cooling Air Conditioner - Electric- 16 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater - Propane - 0.63 UEF Window U-Value: 0.3, SHGC: 0.28 As a 3rd party extension of the code jurisdiction utilizing these reports. I certify that this energy code compliance document has been created in a c", ance=%ith the requirements of Chapter 4 of the adopted international Energy Conservation Code based on SUFFOLK County.If rating is Projected.I certify that the building design described herein is consistent with the building plans.specifications.and other calculations submitted with the permit application.if rating is Confirmed.I certify that the address referenced abo=:e has been inspeected�tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another pan' Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 7/22/22 at 10:46 AM Ekotrope RATER-Version 4.0.;.2954 Nev.,York ECCC 2020 Certificate cor Mance results cakuiaied using Ekotrope R.A ER's energ and code compliance algorothm inch ding appropriate amendments Ekotrope RATER is a RESNET Accredited HERS Rating Tool Ail results are based on data entered by Ekotrope us_rs Ekotrope disclaims all liab:Iitr for the information sho;;n or.*.his report Air Leakage Report EN Property Organization Inspection Status ElYKeiAce 910 Glenn Rd Energy Rating Service Inc Results are projectedri�zny Southold. NY 11971 Matt Wahl Model: custom home 631-566-8439 Community: n/a Builder R1227-910GLENN-MJW Roberts Premier 910 Glenn Rd, Southold Development General Information Conditioned FloorArea [ft'] 2,617 Infiltration Volume [ft'] 40,113 Number of Bedrooms 4 Air Leakage Measured Infiltration 3 ACH50 ACH50 (Calculated) 3.00 ELA[sq. in.] (Calculated) 110.04 ELA per 100 s.f. Shell Area (Calculated) 1.206 CFM50 (Calculated) 2,006 CFM50/s.f. Shell Area (Calculated) 0.220 Duct Leakage System 1 System 2 Leakage to Outdoors 25 CFM @ 25Pa 75 CFM @ 25Pa (3.55/ 100 ft-) (3.92/ 100 ftZ) Total Leakage Test Type Post-Construction Post-Construction Total Leakage [CFM @ 25 Pa] 25.0 75.0 Total Leakage [CFM25/ 100 s.f.] 3.6 3.9 Total Leakage [CFM25/CFA] 0.036 0.039 Mechanical Ventilation Rate [CFM] 65 CFM, 65 CFM Hours per day 14.0, 14.0 Fan Power 22.75 Watts (Default), 22.75 Watts (Default) Recovery Efficiency% 0.0, 0.0 Runs at least once every 3 hrs? true, true Average Rate [CFM] 37.9 CFM, 37.9 CFM 2010 ASHRAE 62.2 Req. Cont. Ventilation 63.7 2013 ASHRAE 62.2 Req. Cont. Ventilation 138.7 L Ekotrope RATER-Version 4.0.1.2954 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report ���^Uv�~��� ���������� �~~~..~...~�� ~~~~.......~. � Property Organization Inspection ntams �nur yme�m pm nom�oInc Re�usu�nm�c�o Wti75jCl Southold.mvnyr1 Matt V'Ja / Model*custom home 631-56 -8439 oommunxrm^ ouxue, R1227'910oLeww'muw Roberts Premier Developmen e10Glenn Rd,Southold General Building Information ' Number Of Bedrooms 4 Number{fFloors —�---'—'---------- Conditioned Floor Area Kq.MJ 2.017 Has Electric Vehicle Ready Space No Unconditioned,attached garage? No Conditioned Volume(cu.8J 40.113 TomlUnits mBuilding 1 Residence Type Single family detmch*u Number oyFloors inBuilding ' Floor Number ' Model cua,omhume Community n/a � RESNET/|ECC2000Climate Zone 4A � Foundation Wall ' None Present Foundation Waff Library List � -- --- ---'--' ��—~- - None Present Slab - - —'----'- --^'-- '- --None Present — - -' '�----'--'—'- -- - `-- '- - — Slabr � ����n� ��� ' ~ ' ni � � Framed Floor "^"e ,mu apov Surface Area Location Basement—�����-16 eko w/o 0 Above Grade 1,913.0 f*t2 insulated Unconditioned sheetrock Basemen garage ceiling a3e,Fs212-16eko o Above Grade 324.0 f12 u^mnumnn,d.anxcxeu � oaog�- � 1 ' Building Summary Property Organization Inspection Status cTlm81I11CB 910 Glenn Rd Energy Rating Service Inc Results are projected cJ Scuthoid.NY 11971 Matt Wahl r:lodel custom home 631-566-8139 Community:nra Builder R1227-910GLENN-MJW Roberts Premier Development 910 Glenn Rd,Southold Framed Floor.-Library Lisf Name Effective R-value R31.FG21R0.12-16 eko w/o - 28.777 sheetrock R38.FG2,12-16 eko—ry____,_.,___w.._.__..__._ µ3O,758 Rim,Joist Name Library Type Surface Area Location 1-amb R 21.0— 200.0 R'_... Exposed Exterior Rim Joist'Library Lists , Name m Effective Insulation R-value R 21.0 __----- 21.00 Wall- Name Library Type Surface Color Surface Area Location exte nor::alis R21,FG2.6-16 eko %led"um 3,136.0 fN Exposed Extenor gable walls R20.LDF1.6-16 eko Medium 100.0 fr Exposed Exterior garage common vialis R21,FG2,6-16 GCVJ eko Medium 216.0 ft= Unconditioned.anactied garage stainvell mails —R15.FG2,4-16 GCVJ eko Medium _ 200.0 ft- Insulated Unconditioned easemient 2 Building Summary EVA(fProperty Organization Inspection Status T renice 510 Glenn Rd Energy Rating Service Inc Results are projected Southold.NY 11971 Matt Wahl I:lodel custom home 631-566-8439 Communitv:n/a Builder 81227-910GLENN•L'IM Roberts Premier Development 510 Glenn Rd.Southold Wall LibraryList Nance Effective R-value R15.FG2,4-16 GCVJ eko 11.65 R20.0F1,6-16 eko —� -_ 17.862 R21,FG2.6-16 GCW eko _..............__. ..._.._,.._ .--- . 1 2.005555 .. 1 R21.FG2,6-16 eko 16.763 GIazing, Name Library Type Wall ryFoundation is Operable Overhang Overhang Ft To Overhang Ft To Orientation surface Area Assignment Wall Depth Top Bottom Assignment Unnamed Glazing U:0.30, exterior:vans Yes. 0 0 8 North 24 0' SHGC:0.28 Unnamed Glazing U:0.30, exterior walls Yes 2 0 8 East 5 0 SHGC:O 28 Unnamed Glazing U:0.30, exterior walls Yes 0 0 0 SOUth 21 Of:: SHGC:0.28 Unnamed Glazing U:0.30, exterior walls — Yes 0 0 8 East 9 D f SHGC:0.28 Unnamed Glazing 0:0.30, exterior walls Yes 0 0 0 East 30.0 f;' SHGC:028 Unnamed Glazing U:0.30, exterior walls Yes 2 0 3 East 9 0 ft= SHGC:0.28 Unnamed Glazing U:0.30.J exterior walls _ Yes 2 0 6 East 9.0 SHGC:0.28 Unnamed Glazing U:0.30. exterior walls Yes 0 0 0 SOUth 44 0 C° SHGC:0.28 Unnamed Glazing ^yU:0.30, exteriorwalis Yes 0 0 6.3 (:'vest 13.0 ft` SHGC:0.28 Unnamed Glazing U:0.30, exterior walls Yes 2 1 6 Ales*, 26 0`:' SHGC:0.28 Unnamed Glazing U:0.30, exterior wails Yes 0 0 7.5 North 22 0 ft° SHGC:0.28 Unnamed Glazing U:0.30, exterior wails Yes 2 0 6 East 27 0 fY SHGC:0.28 Unnametl Glazing U:0.30._ exteriorwalis Yes 0 0 0 North !� 6 0 f:° SHGC:0.28 Unnamed Glazing U:0.30, exterior walls Yes 0 0 0 North .44 0 IF SHGC:0.28 Unnamed Glazing U0.30, exterior,.valls Yes 12 0 5 West 11 0 f= SHGC:0.28 Unnamed Glazing 0:0.30, exterior%vans �— Yes 8 0 9 South 65.0 ft' SHGC.o.28 Unnamed Glazing U:0.30, exterior%vails Yes 8 0 9 South 13 0 IT, SHGC:0.28 3 Building Summary EN Property Organization Inspection status tQ ��reivice 910 Glenn Rd Energy Rating Service Inc Results are projected Southold.NY 11971 Matt`.1ahl t':10del custom home 631-566.8439 Community.n/a Builder 81227-910GLENN-F.1JW Roberts Premier Development 910 Glenn Rd,Southold Name Library Type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment Unnamed Glazing U:0.30, exterior walls Yes 0 0 0 South 92 0;t° SHGC:0.28 Unnamed Glazing 0:0.30, gable walls V� Yes 0 0 0 South 6 0 ft° SHGC:0.28 Unnamed Glazing 0:0.30, gable v.alls v Yes 0 0 0 North 12 SHGC:0.28 Glazing'Libra`ry, - Name - Shgc Ll-factor ' U:0.30.SHGC:0.28 0,2E 0.300 Skylight None Present _ Skylight Library List) None Present -- - - ---- -- _— - - Opaque Door- Name LibraryType Wall al Assignment Foundation Wall Emittance Solar Surtace Color Surtace Area Location Assignment Absorptance Unnamed Opaque Door 1-3/8 Wd solid exterior walls 0.9 0.75 Medium 24 0 fl: Exoosed Exterior core Unnamed Opaque Door 1-38 Wd solid exterior walls 0.9 0.75 Medium 24,0 ft- Exposed Exterior -Copy core Unnamed Opaque Door 1-3/8 VJtl solid stairwell%rails 0.9 0.75 I:ledium 21.0 fP Insulated -Copy core unconditioned aasernen. Unnamed Opaque Door R5 steel lnsul garage common 0.9 0.75 Medium 21.0 ft` Unconditioned -Copy-Copy %rails .anacned aaraae 4 Building Summary Property Organization Inspection Status N-Rfgrei�ice 910 Glenn Rd Energy Rating Service Inc Results are projected Southold.NY 11971 Matt Wahl Model custom home 631-566-8439 Communist•:n/a Builder R1227.910GLENN-1.1JW Roberts Premier Development 910 Glenn Rd,Southold Opaque Door Library List Name Effective U-factor _ 1-318 41.1d solid core 0.588 R5 sleet insul��—y.______��__.___ 0.250 Roof Insulation Name Library Type Attic ExterlorArea(ft'] Clay or Concrete Roof Surface Color Surface Area Location Tiles ------------ Roof Rafters R38,LDF1.12-16s eko 3.032 No Medium 3.032.0 ft' vaulted Roo, Roof Insulation Library List — Name Has Radiant Barrier — --� Effective R-value R38.LDF1.12-16s eko No 33.146 Whole House Infiltration Infiltration Measurement Type Shelter Class 3 ACH at 50 Pa Blower-door tested 4 Mechanical Ventilation ventilation Type Ventilation Rate[ftOperational hours Fan Watts Runs onceevery Energy Recovery Model Number Manufacturer /Minute] per day three hours Percent Exhaust Oniy 65 CFIA 14 22.75 Watts(Default) Yes 0 Exhaust Only 65 CFIA 14 22.75 Watts(Default) Yes 0 5 Building Summary EN� �Property Organization Inspection Status tr,�I14' elilrce 910 Glenn Rd Energy Rating Service Inc Results are projected d Southold.NY 11971 Matt Wahl Model:Custom home 631-566-8139 Communitv:Na Builder R1227-910GLENN-IAJ1rV Roberts Premier Development 910 Glenn Rd.Southold Lighting %Interior Fluorescent °/a Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 Onsite Generation None Present' - - - - - -' - - - - - Onsite Generation Library List None Present Solar Generation None Present Dehumidifier None Present Dehumidifier Library List None Present Whole House Fan None Present 6 Building Summary �y �` Property Organization Inspection Status Q 1I?G eTV1Ce 910 Glenn Rd Energy Rating Service Inc_ Results are projected Southold.NY 11971 Matt Wahl Model.custom home 631-566-8439 \ Communitv:n1a Builder R1227-910GLENN-1.1J1il Roberts Premier Development 910 Glenn Rd,Southold Whole House Fan Library List None Present Conditioning Equipment Name Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load Cooling 1st Floor ACC,29.4K,16 SEER 040 75% 00"° uncond,tioneo Basement;Cray.1saace Cooling 2nd Floor ACC,126K,16 SEER0% 25% 0% Conrlftloned Spa--- Heating 1st Floor Prop Furn.64k 96.14'° —� 75% 0% 0% UncondiGon?d Basement,Cra.,,ispar Heating 2nd Floor Prop Furn,43K 96.6% `-2545 0°io 0% Conditioned Spar_ Water Heating Prop.ST,48 aal,80% _-- - _ -- --0% 0% 10040 Jncoridixned Easement!Cra,;:Ispace Equipment Type:ACC;,19 6K, 16 SEER Equipment Type Air Conditioner Fuel Type Electric�^ Distribution Type Forced Air Motor Type PSC(Single Speed) Cooling Efficiency 16 SEER Cooling Capacity[kBtulh] 19.6 Equipment Type:,AC'C;294K, 16 SEER Equipment Type Air Conditioner Fuel Type Electric--.---- Distribution lectric ____.Distribution Type Forced Air Motor Type PSC(Single Speed) Cooling Efficiency 16 SEER Cooling Capacity[kBtulh] 29.4 Equipmerit Type`. PropP'.9F,urn; 43'k.96;6% Equipment Type Furnace Fuel Type Propane Distribution Type Type Forced Air Motor Type PSC(Single Speed) Heating Efficiency 96.6AFUE Heating Capacity[kBtulh] 43 Use default EAE No EAE[kNJh] 341 7 Building Summary EM Wcm�y8enIe Property Organization Inspection Status 910 Glenn Rd Energy Rating Service Inc Results are projected Southold.NY 11971 Matt'A'ahl tJodel custom home 631-566-8439 Communitv n/a Builder 81227-910GLENN-MJ10/ Roberts Premier Development 910 Glenn Rd,Southold Equipment Type: Prop Furn, 64k 96.1% EqUIPI'llent Type Furnace Fuel Type Propane Distribution Type Forced Air Motor Type PSC(Single Speed) Heating Efficiency 96.1 AFUE Heating Capacity[kBtLI/11] 64 Use default EAE No EAE[kWh] 426 Equipment Type: Prop, ST, 48 gal, 80% Equipment Type Residential Water Heater Fuel Type - -.Propane Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.63 UEF Tank Capacity(gal.) 48 Hot Water Capacity[kl3tu/h] 38 Recovery Efficiency 0.80 Building Summary EN- Properly organization Inspection status Wia �jreiAce 910 Glenn Rd Energy Rating Service Inc Results are projected Southold.NY 11971 Matt Wahl Paoder custom home 631-566-8439 Community:nia Builder 81227-910GLENN-t.1iW Robens Premier Development 910 Glenn Rd,Southold Distribution System Distribution Type Forced Air Heating Equipment Heating 2nd Floor Cooling Equipment Cooling 2nd Floor Sq, Feet Served 704 Return Grilles 1 Supply Duct R Value a Return Duct R Value 8 Supply Duct Area[ft'[ 190.00 Return Duct Area[ft'] 35.2 Leakage to Outdoors 25 CFM a 25Pa(3.551 100 ft') Total Leakage 25 CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct 1 Duct Location Conditioned Space Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 3 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 9 Suiiding Summary NT Property Organization inspection status & ,rIU' i @ITDiCB 910 Glenn Rd Energy Rating Service Inc Results are projected l Southold,NY 11971 Matt Wahl Model custom home 631-566-8-139 Community:nla Builder 81227-910GLENN-i•AJW Roberts Premier Development 910 Glenn Rd,Southold Distribution System Distribution Type Forced Air Heating Equipment Heating 1st Floor Cooling Equipment Cooling 1st Floor Sq. Feet Served 1,913 Return Grilles 1 Supply Duct R Value 3 Return Duct R Value 3 Supply Duct Area[ft2j 516.51 Return Duct Area[ft2] 95.65 Leakage to Outdoors 75 CFM c7.25Pa(3.92 '100 ft) Total Leakage 75 CFtvl25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct 1 Duct Location Basement(Insulated basement ceiling) Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 3 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 HVAC Gradin HVAC Grading Not Conducted Ceiling Fan Has Ceiling Fan No Cfm Per Watt 100 —____�__,___.._.____________�_ 10 Building Summary NyWa ��reiAceProperty Organization Inspection Status 910 Glenn Rd Energy Rating Service Inc Results are projected Southold.NY 11971 Matt Wahl f:lodel custom home 631-566.8439 Communitv:n/a Builder R1227-910GLENN-10M Roberts Premier Development 910 Glenn Rd,Southold Water Distribution Water Fixture Type Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length[ft] 74 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Recirculation System Pipe Loop Length[ft] 30 Drain Water Heat Recovery? No Clothes Dryer Cef 3.64 .._... ................ .._.._.__.._._.__.._-_.-..- Fuei Type Electric Field Utilization h1oisture Sensing Is Outside Conditioned Space No Clothes DryerAvailable Yes Defaults Type Custom Clothes Washer r Label Energy Rating 400 kWh/Year Annual Gas Cost S27.00 Electric Rate SO.12/kWh Gas Rate S1.09/Therm Capacity 3 Imef 1 Defaults Type HERS Reference Load Type Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes Washer Available Yes Dishwasher Dishwasher Efficiency 269 kWh Dishwasher Size Standard Annual Gas Cost S33.12 Electric Rate SO.13/kWh Gas Rate S1_051Therm Is Outside Conditioned Space No 11 Building Summary �N #�yrYei�ice Property Organization Inspection status G 910 Glenn Rd Energy Rating Service Inc Results are protected Southold.NY 11971 Matt Wahl taodel,custom home 631-566.6439 Community:n/a Builder R1227-910GLENN-MM Roberts Premier Development 910 Glenn Rd,Southold Appliances and Controls Thermostat Cooling Setpoint "" `"75.0 Thermostat Heating Setpoint Range.Oven Fuel Propane Convection Oven? Yes Induction Range'? No Range/Oven Outside Conditioned Space? No Refrigerator Consumption 093 kV /Year Refrigerator Outside Conditioned Space? No Notes I MJW 07/22/2022 910 GLENN RD HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX,2020 NY ECCC -PROPANE, ELECTRIC -14:12: 12:12,5:12 PITCH 4 BEDROOMS -2 STORY -FRONT FACES NORTH -hIECH ROOM HOUSES BOILER,HOT WATER,2 AIR HANDLER,2 AC COIL,2 WATER COIL -RETURN GRILLS 5 -INDOOR AIR QUALITY: 1 ERV 39 CFM X24HRS -SOLAR PV: WA 12 RESNET HOME ENERGY ENy FaT c�e�vrce RATING Standard Disclosure For home(s) located at: 910 Glenn Rd, Southold, NY Check the applicable disclosure(s): §q1. The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating, the Rater or the Rater's employer has also provided the following consulting services for this home: §�A. Mechanical system design B. Moisture control or indoor air quality consulting _'-i C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other(specify) 3. The Rater or the Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home C. An employee, contractor, or consultant of the electric and/or natural gas utility serving this home W4. The Rater or Rater's employer is a supplier or installer of products, which may include: Products Installed in this home by OR is in the business of HVAC systems FIRater 1—JEmployer Rater 1_CEmployer Thermal insulation systems Rater WEmployer J�eRater Employer Air sealing of envelope or duct systems Rater WEmployer Rater WEmployer Energy efficient appliances 1—]Rater ]Employer DRater ]_[Employer Construction (builder, developer, construction contractor, etc) Rater [J-,Employer ]]Rater ]—JEmployer Other(specify): mWahl T _J ]Rater []Employer DRater [Employer E]5. This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for Sampling" of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). Rater Certification #: 2572845 Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 7/22/22 at 10:46 AM I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https://standards.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2 -Amended March 20, 2017 Builder Affidavit Property Organization Inspection Status E`r aPt#fren�ice 910 Glenn Rd Energy Rating Service Inc Results are projected r Southold, NY 11971 Matt Wahl Model: custom home 631-566-8439 Community: n/a Builder R1227-910GLENN-MJW Roberts Premier 910 Glenn Rd, Southold Development Important Notice to Builder Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect this New Home. Builder agrees to allow the Home Energy Rating System (HERS) Provider and/or Rater to verify building characteristics of this New Home fully at the HERS Rater/Provider's discretion. The HERS Provider and Rater do riot create or imply any duty or obligations to Builder or any subsequent owner. Builder is responsible for taking any actions necessary to protect Builder's interest. There is no guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater. HERS® Index Score:62 Builder Name: Roberts Premier Development Builder Signature: Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 7/22/22 at 10:46 AM Ekotrope RATER-Version 4.0.1.2954 All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report FIELD INSPECTION REPORT I DATE COMMENTS �ro t� FOUNDATION (1ST) ------------------------------------- J� �{[ FOUNDATION (2ND) v vO h tiA 6o S � G � s � ROUGH FRAMING& PLUMBING t i 2I 0ownrn4 u �`� V�4�' d S � • �r INSULATION PER N.Y. "3 STATE ENERGY CODE S G W%MNA 'O Aow V. e CCWG Sook QGS ;v G FINAL ADDITIONAL COMMENTS Q 30 e c , (,e i � � 11 �� � z A'1-2-31y 2z� C W /rz c lot 3q i � d b r o\PSufFot,tooG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hltps://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: SEP 5 �2 ! �e A lications and forms must be filled out in their entirety. Incomplete ' LC1IidG tJ_ ; DE.- Applications Y p ®Vue•OF,._ ... ,, applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:09/15/22 ri SSP 2 1 022 a o. R OWNER(S)OF PROPERTY: L _, Name:Roberts Premier Development LLC SCTM#1000-78-02-27 TO'vVN O�- Project Address:910 Glenn Rd Southold NY Phone#:631-905-4789 Email:david@djcustomhomes.com Mailing Address:3 Sandie Lane Manorville NY 11949 CONTACT PERSON: Name:David Roberts Mailing Address:3 Sandie Lane Manorville NY 11949 Phone#:631-905-4789 Email:david@djcustomhomes.com DESIGN PROFESSIONAL INFORMATION: Name:Michael Sudano Architecture Mailing Address:90 Senix Ave Center Moroches NY 11934 Phone#:631-874-0568 Email:mss@s.udanoarchitecture.com CONTRACTOR INFORMATION: Name:DJ Custom Homes, corp Mailing Address:3 Sandie Lane MAnorville NY 11949 Phone#:631-905-4789 1 Email:david@djcustomhomes.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $600,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes [:]No 1 PROPERTY INFORMATION Existing use of property:Vacant Land Intended use of property:Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. - Application Submitted By(print name):D vid Roberts ❑Authorized Agent BOWner Signature of Applicant: ,� Date: 9/15/22 STATE OF NEW YORK) SS: COUNTY OF Sk t�) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is thePJCZ2ia-0 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 �!�(e��tr.t. 51a-t� Notary Public VICTORIA A FERREMI Pubic-State of New PROPERTY OWNER AUTHORIZATION Notary NO!01FE64303 0 York Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires Mar 14,2026 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 AiiS•~ _.4... ,x!'.:. .f:'0-91'•. ♦Ii�•ii. �':-- ,�f° 90!i°sg,;;.,�:. .:'9`, a p`�•O^•��i9. 4°9" ;",^•Y9 ♦91� ay`9`a b � '"� �� 9 0 �!• p'9p•a'° .®L' t.y ^a 9/ v bQ1 nys. ., 4� l' yF �5 b4 i i v^ lyplm l°i^ -•1" ! 4Pyj'•rr - ,cam . :'• �a. w �•:: ��y� "• ��. i �w'> ��--:: .so ,,..•,,ie .-�& t.�,�' „ca � a' .'•j,� � � '`,j'I;'"aw :%�`+J' .Va. - :�.. 4 Z;r .((^, ,. v v .....,,.... ..,.. , ..,..,.y,.,,..r•r Vr vmary uv;.,y„..••vVv,,,,,e , ,ii.,t,v u.,nri„v „ r. „ i„ iiy�„r v! "Sp):!T+,ti'u, -.� q+ \l� °!!:ruy5'.':S°:s'.4'y�L!t':1d?:+i'.,,�,.”yy':l,y'kYQdaS;!!+S`.IJ!'S!':Y:��',:�'•yd!!.�_'Ld,:.7:5'.\YY;.:'S.';14!'•.,Ut'�S!.'S:.!u'.^'u!!=;.!5���:d5..5.E,1'l..•<!.„i'.lF..,S�.....�.:15«!k'LL.,..../..SAG:...d.C!...L-.4'..3Y&...5«''S...A.»d,1.,:5PdVSu,",r,C.a..!_,d�'';:VAR:fY1°.iv:-'�c'J-'°F'!:'x5--_�2�: �� a FQ'. o9°a`sry t� BOARD OF SOUTHOLD TOWN TRUSTEES iq SOUTHOLD,NEW YORK " PERMIT NO. 10212 DATE: SEPTEMBER 14,2022 ISSUED TO: ROBERTS PREMIER DEVELOPMENT,LLC PROPERTY ADDRESS: 910 GLENNROAD, SOUTHOLD f pgFr if �., SCTM# 1000-78-2-27 ''°`��'' AUTHORIZATION � s Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ,; A "• accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 14, 2022, and in consideration of application fee in the sum of$250.00 paid by Roberts Premier Development LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees m ' ^".@ authorizes and permits the following: 4 ._ r of living space; aWetland Permit to construct a proposed two-story dwelling with 2,730sq.ft. ' 505s ft. attached garage; a 268s ft. front covered entry; a 230s ft. rear covered entry; install �' A •a= a Fuji cen-5 UA sanitary system landward of dwelling; install a driveway; install three(3) {'-< drywells to contain roof runoff,• and to establish and perpetually maintain a 25' wide non- y ` disturbance buffer along the landward edge of the tidal wetlands and create a 4' wide access path to dock; and as depicted on the survey prepared by Peconic Surveyors,P.C., last dated 3. '• t "• •,. September 7,2022 and stamped approved on September 14,2022. IN WITNESS WHEREOF the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. FO(,�-co :+\kms Gyp '1 �i :t marfiunr,G,rrux./a.•.uu,a.r,(h1:Lfi�.f.Iv.rn.r.lr'I.rr.rr:YjT,Iri;��G.`eJrii�ulY yT,rfiT,�':?'.r:,�nia7lrr;l,Orr,mFdrm'ir,5;�.7g7.��uZuSe'.lnLXtZiinn n�is. 1 a✓ f dwr+� v�� 4.., sa! .aay :-r �,�� 4.:°. .,:a� ',,:." .�9• 44:•' - +e l' §r.r •: .' .c1• k a.. _ inn•'" 9 44,. .ar .._. B ?Qah..- "•� ..,c �,fl; 4c;,., ..adai4 +.°°... i,� ,.'.�.. d b�.e;.•. "^ •'�sa 446j;:.^',:i: _ ..:-.; • 4sy44,:. Glenn Goldsmith,President `'*V sorry Town Hall Annex A. Nicholas Krupski,Vice President �� Old 54375 Route 25 P.O. Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples • �O Fax(631) 765-6641 olyC4UM`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2055C Date: July 27, 2023 THIS CERTIFIES that construction of a proposed two-story dwelling with 2,730sq.ft. of living space; a 505sq ft attached garage,• a 268sq ft front covered entry' a 230sa ft rear covered entry install a Fuji cen- 5 I/A sanitary system landward of-dwelling; install a driveway install three(3)drywells to contain roof runoff, and to establish and perpetually maintain a 25' wide non-disturbance buffer along the landward edge of the tidal wetlands and create a 4' wide access path to dock; At 910 Glenn Road, Southold; Suffolk County Tax Map#1000-78-2-27 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 27, 2022 pursuant to which Trustees Wetland Permit#10212 Dated September 14,2022,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a proposed two-story dwelling with 2,730sq.ft. of living space•'a 505sq ft attached garage,• a 268sq ft front covered entry a 230sq.ft. rear covered entry; install a Fuji cen-5 I/A sanitary system landward of dwelling; install a driveway; install three(3)drvwells to contain roof runoff•and to establish and perpetually maintain a 25' wide non-disturbance buffer along the landward edge of the tidal wetlands and create a 4' wide access path to dock. The certificate is issued to Roberts Premier Development,LLC owner of the aforesaid pro erty. M _ J I� , AUG - 2 2023 Authorized Signature DUI1,DING DEPT- 7 CNYN " r OIC') t 1.. c/ �-537 Glenn Goldsmith,President ��F sorry Town Hall Annex A.Nicholas Krupski,Vice President ��� Ol0 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples • �O Fax(631) 765-6641 I�UNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2054C Date: July 27, 2023 THIS CERTIFIES that the removal of debris, downed trees and stumps from wetland area; At 910 Glenn Road, Southold Suffolk County Tax Map#1000-78-2-27 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 23, 2023 pursuant to which Trustees Administrative Permit#10389A Dated June 14,2023,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for removal of debris, downed trees and stumps from wetland area. The certificate is issued to Roberts Premier Development LLC owner of the aforesaid property. m Authorized Signature n !J J AUG - 2 2023 Bult.DING DEPT, TO' N :,: i. NEW YORK ti'1'f1'I'!? I)1?I'AIt'1(411;N"1'OF ENV]RONMENTAL CONSERVATION � Facility DEC 11) 1-4738-492199 PERMIT Undea• the Environmental Consci-vation Law (ECL) Permittee and Facility Information Perinit Issued To: Facility: ROBERTS PR1 iv11FR R013F:R'I'S PREMIER PROPI R'1'Y 3 SANDIF LN 910 Ci]..[NN RDISC'1'M11/ 1000-79-2-27 MANO.RVILLI , NY 119419 SOIPI'HOLD, NY 11935 (131) 905-L17119 FacilityLocation: in SOUTHOLD in S1JP1�01..K COUNTY Village: Southold 1?2icility Princilral ltcfca-cncc Pt>iaat: NY'1'M-1?: 715,784 NY'1'1\/1-N: 415417.0541 LatitlidL.: 41"02'46.1" Longi(title: 72°25'57.3" Pi-oJect Location: 910 Glenn Rd Watercourse: West Crtx,& Authorized Activity: Construct a nmv single family dwelling and install a new innovative/Alternative Onsite Wastewater Treatment System (I/A OW'I"S) in the. 'Tidal Wetland Adjacclat Area, All structures must be located a laatrlala]allta Of 100 fCet 1111aClwlard of the tidal wetland boundary. All work shall be in sirict conlol'IalaI ce With [lie attached plans stamped "NYSDEC Approved" on September 23,2022. SAP 1—o`I- )4�)�) Pernl<it Authoi•izations Tidal Wetlands - Undu Article 25 Pea113it ID 1-4738-02199/00009 Now Permit Effective Date: 9/23/2022 Expiration Date: 9/22/2027 iNVSDEC Apps;-oval - --I By acceptance of this permit, the pernaittec agrecs that the permit is contingent upon strict conipliaaace with the P"CL, all applicable regulations, and :all conditions included as part of this permit. Permit Administrator: LAURA F STAR. Deputy Permit Adminlstlator Address: NYSDl` ' Rq)ion I Ileadcluarters LI SIJNY (� Stony ]3rookJ50 Circle Rd Stony Brook, NY 1 1790-3409 Authorized Signature: Date Distribution List --- - Page I of 7 NEW 1't)RlC S'1'A'1'I; UI:I'rV2 TMI:N'f'i1F ENVIRONIVIFIN'CAL CONSFRVATION Farilily 1)h;C 11) 1-4738-02199 1\�Iarinr I lahitut I'a•r�ter.tic)11 LAI IRA STAR ._. ._....._ Permit t✓i_)111 )l� I onews NATURAL Rl',S('-)l_IRC'I 1'1s1-WITCONDITIONS G1"N1.RAL CONDITIONS, APPLY TO ALL AUTHORIZED D 11FRMITS NOTIFICATION 0l`,0I'1.11:R PE'RMII"TEEI' OBLIGATIONS NAf li 1, RESOU RCIP, I'I+JRMIT CONDITIONS - Apply to the Following Pef•fnits: TIUA[. WETLANDS f. Ret;ulaated Activities Authorized By This Permit 'Phis IM-1)71t authorizes only thosC 1'C"Lli sled afctivities/ Structures identili0d LIMIT the: section Description oFAutllorized Activity. NYSI)I,'(' does not issue altcr-ihc-lila oras-built permits. This hermit sloes not author-ize activities, or le"itinlir.e the existence ol'811•uctures, which would have required ape; i ft but I i which no permit or other authoei ation pals been granted NYSDl C. 2. Conformance With flans All activities authorized by this permit must be in strict conformance wills the approved plans submitted by the applicant or applicant's agent as Dart ol'the permit application. Such approved plans were prepared by Donald J. Metzger, last revised August 22,2022. and 1/A 0M/TS plans by Glynis M. Berry, dated August 30, 2022, all stamped ,ipproved by NYSDFtiC on September 23, 210?2, 3. Notice of Commencement At least 4811out•s prior to commencement of the project, the permittee and contractor Shull sign and return (lie top portion of(lie enclosed notification forma Cerlifying that they ore fully aware ol'land undorStand all terms and conditions of this permit. Within 30 clays ol'aampletion of pro,lect, the bottom portion of the norm must also be signed and Wturned,along with photographs of the compacted wort:. 4. Yost Permit Sign) The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite a nd adequariwly protected from file weather. Page 2 of 7 NEW YORK C'l9R'ti!':12vai't'ION � F.1cilily DEC 11) 1-1738-02199 ti. Tidill wctlala(l Covenant The IlC1'1111tt1'e 5}lull inCa)1'porale Ihi alltat_11ct1 C'a)vC11i113t {t)1'ti111711i1'1' Department-approved k11)g11,1 e) to the deed I'm- [lie property 1•V11C1'C: the p1_0jeC1 \011 be C011CI(ICtC11 and 1110 it .with the Clerk i)l`5111'1'0I.It COL111ty Wilhill 30 (111y5 01 the C le'.ctiVe dUtC of 11116 I)£1'11lit. This deed C ovellant shall eull lvlth tile land into perpoluity. A copy o the coveriallted deed of oiller acceptable prooroi'record, along will) tile, number assigned to this permit. shall be sllbmilled Within 90 dtlys ol,11le eltGctivC elate ol'this hermit to iVlarinc I iall)ilal. I'rclteetiun NYSIX'k, Region I Headquarters SUNY (cal Slony Brookj50 C'irele Rd Stony Brook, NY 11790 -34109 ��un. Compliance, G. leailum to (Meet Permit C.ondititlny I.allure of 1110 permittee to Illeel ,all tilt,' Conditions oI't11is pormil is a viokition of this Permit and grounds for qui order to immedii.ltoly cease tile permitted activity at the pro ect site. 7. All Sta'aactares Nlust Ile At Least 100 Beet Landivala-d 01"I'lae wetland Roundaay This permit authorizes the construction of new single l.aullily divellirlgs %with accessory structures and septic systems located ill the ad a real alt tile prescribed minimum seibaaC'k Duly. SIRI:11IMS IOCiltCd 111 tidill 11'C.11i111dS, or structures in the'ad•jacent area but located less than 100 fCC1 I'r0111 llle Welland boulldilry, Ire 1101 authorized. t3. Development Restrictions New single lilmily dwelling, accessory structure and septic system protects authori ed by this permit must 11 eel. all ol'the applicable development rest rictitlns: -1he 75 fibot minimum wetland setback require111e'Ilt Ibl'1111 1)ri1lcip.11 struettlrcs and gill lion-walcr- depende:nt Structures exceeding 100 square r'ect iii area. - The 100,1'001. millinluill we- land setback requirement lilr alll Componcrits ol'the septic system. -'floe 20`%a,nlaaxinitlill adjalccill aa£n Coverage limitation I'tsr impervious struetures and surfaces. t). Autlam ized Innovaative/Altai-native Ol slite Waastewaales''1'm atal ent Systems (I/A ()WTS) Septic Systems This permit aulllorizes the installation ol'any modds v1TA OW'1 S septic syslem which have received the approval ol-the :tlrlli)lk County Dcpartment of flealth Services(SC IDHS). IS rescinds its approval ol'orle or 1101-1 O 11CSe nlodcis during the lerm ol'this permit, DFIC' will no longer approve new installations Of that model. The IN( of,I/A OW`l'S Systems NvIlich have received approval by SOXIS are Ibmid on the Suflillk County Wel)site under the Rectum Our Wrater- 1-lonlcowrier seclion ill: OvervicNv(ll.*Provisionally Approved 'I•eehnologies. m. Maintenance of Installed Innovative/Alternative Onsite W:asteNva1tGr Tivaatment tiystelils (I/lk I.IWTS) Tllr~. pc.rillittee must maintain, service and t•cpalil'1110 irlSta]Ied I/A t?W'I'S ill accordance with the mainienancc scheduler set forth in the S1111o1k C'aunly Ikpartnlent ol1-lea1th Services {S,C'171 IS) I'?e'rmil issiled for the system. page 3 4)1'7 NEM YORK STATE' I.)l:l'rilt'r1116:N't't)! I:NVlRt)Nt191:N'!'AL CONSERVATION "Ww Facility DEC 11) 1-:4738-02199 11. Straw Bales toa'(thew at Tillal Wetland A row of slaikcd straw bales air approvahle crosion Coll II'ol dCVICC.S shall be phicel ill Illi' IandwIlyd edge: o!'tlie 1101'ICl' area or 75 linear lect li'onl the tidal 1VCtland be)lllldal'y. oras per the NYSDI,,C-aipproved plan. prior to commencement olany i'i:oulat d activities and remain ill place and ill good, I'll llclioiltll condition Until the I)roiCct is Completed and all dititurbed areas are stabilized with vegetation. I2. +Colltaiu Exposed, Stockpiled Soils All disturbed :ureas vvllerc soil will be temporarily exposed car Stockpiled for longer than 48 hours shall be Contained by aI continuous line olstaked haybales/Silt curtains(or other NYSDEC approved &ViCCS) lIkICctl tail tilt•seaw.cAr l side between til(: 1111 and the wetland of prolowed bulbi' tarea. are: awhorizel to supplement thee; approved 1nCthods. 13. No Distug•b.it ev to Vegetated Tidal Wetlands 'I'hvre "hall be no disturbance to vcgewt�-d tidal wetlands or proleoud butler areas 115 Il resull ol•lllc.` paillittcd activities. 14. Area of Distua•b.ance for Sti•uctures Disturbance to the natural mi elatioll 01' topography greater than 25 i�ect seaward ol'the approved stl'tldure is prohibited. ts. No Coush•uction Delwis in Wetland oi' Adjacent Ai•ea Any debris or excess material Ironl con5tructioll of this pro.icC1. .9111111 be corllpletely removed ii•ulll (lie adjacent nt area(upland) and removed to all approved tipland area lilr disposal. No debris is permitted in wetlands and/or protected bell ler airea.9. !G. Storage of E'tluipment, Materials The storage ofconstruction equipment ail([ materials .911,111 be ce)n llled Within the project work area I'lnd/or upland are:als greater than 75 linear ficet from the tidal wetland boundary. 17, Clean rill Only All fill shall consist olcleail sand, gl'aivel, or soil (not asphalt, sing, 11yash, broken concrete or demolition debris). 18. Concrete Leachate During construction, no r�ret or fresh concrete or leachate: shall be allowed to escape into any wetlands or waters of New York State,nor shall washings Irom ready-mixed concrete trucks, mixers, or other device's be alli)wed to elite],ally wetland or Waters. Only watertight or "Yatc:rproof lOrlll.l shall Lbe used, Wet concrete shall not be poured to dispince water within tile: lorrns. Ise. Roof Rudloff Directed to lli•ywells Roofrunol'I'shall be directed to drywells with the capacity to stole/recharge the runoff firom a 2 inch/24 hours precipitation even[. All drytivells shall be located a minimum o175 reel landward of the tidal NVC1.1tind battn( tlry 211. Dimet Runoff Away f-o as Tithil Welland and Buffel• Roads, driveways, and parking nrcaas shall be. gaded.to direct runoll'away fi'clm lidal wetlands and protected bUf1Cr areas. 21. 06veway/ParMnh Area of Pci-vioas Mmerial Drivown),and parkin,,, areas shall be constructed of NYSDI'C-approved pervious nl.ate:riiiis. 22. Vegetate All Disturbal Areas The perlllittee shall rew--getaic ,ill CXI)OSecl likes:incl disturbCd arca~ to prevent soil erosion prior to the project completion or c:xpination tkite ol'ihis permit. whichever coni s first. Page 4 of 7 AQ 4 IMIZVW Nl-.'1'V VO I( NTATE DEPAli'1'oA NTO JAVI t()NMI,;N'l'nl,,('d.DiVSh:I2.VA'I'ION Facility D .0 1.1) 1-1738-02199 23, Establish Vegetaled lltal'fel. To protect the values of'the tidal wetlands, a pernlatnent veoe(ated buffer zone shall he established. •There shQ1 be no disturbance in the naltur;ll ve��,el,Ilion or 101-to (graphy within nn area exWnWng 10 linear l ;et landwar(I of the lidaal wellaal(1 bound,11'y. 24. Precaatitioaas Agahm tw unt:amination orWaaters All nc e"sary precautions shall be taken to preclude contanlinnlion of ally+ ���et1a111ti or waterway by suspended :solids, sediments. l uls. solvents, lubricants. epoxy coatings, ptlinls, ci►lacIVIC, IeachatC. Orany other environinentally deleterious nlalr.I ic11� associated with Ihc: pr( jecl. is State A% lZetlaade Site I7estoration If upon the expiration or revocation t>t'this permit, the project herehy authorized has not been completed, the applicant shall, Wthorlt expense to the Stint„ anti to such extent and in such time. sant{ manner as the Department t+l'inviromnentai conservation may lawfully require, remove till or tally portion of the U11complC(C l structure O1' 1111 ,111) reSto1'e llle site to it.,.; honer condiliom No thiol shal l be illade agminst the State of New York Oil account ell'any Such rmnowd or ultertltion. 20. State May 01,der ltenloval or Altei-ation of Worst [I'illtury operations by tile, State ol'New York require in alteration in the position ofle e structure or work heroin tauthorircd, or it', in the opinion of the Department oflil7vironmenttll Conservation it shall cause unreasonable obstruction to (lie free navigation ol'said wMers or Hood Rows or endanger the health, safety car vvellare of the. people (ll'the Slate, ctr cause loss or demuction of the natural resources of 1110 Stt1Le, the Owner inay tic ordered by the Department to remove or ailler the 813,11c.lural work, obstructions, or Wards caused thereby without expense to the Stnic, and ll. upon Me expiration Or revocation orthls permit., the structure, till, excavation,or tither tncxlilicaltion or the wtatercowne hereiiy aautllodzcd sil;ill not he cumplewd, ilw nvnwrs, shall, without expense to the State, and to such extent told in such time and manner tis the Department ref' l"nvirollla1ei11til Conservation may rcquk% vmovc all Or any portion Of the unCO1111),leted Structure or lilt and restore to its Jbrm :r condition the nxvigaatlle and Dood capacity of tlleWovouse, No Kim shall be ninde a gErim the We of New York on account t)fa ny such removal or alteration. 21 We 141 Diable for I)nnmgc The State ofNew York shall in no case, he lWe for tiny damage or injury to the structure or work herein authol•t'!..L'd winch may be enused by Or result lt'lill7 Future clpc.raltions atildcrtaken by [lie Spate for the conservation or improvenient cit'nalvigaltion, or for other p1.11'11oses, anti no thiol or rion to compctlsaltimi shall accrue li'oilt any such dtaniage. GENERAL CONDrriONS - Apply to ALI, Ai thoriixctl 9 enijits: ___..._.. . 1. 1+.acility Inspection by 'I'be Department The permitted site or facility, including relevant l'crortls, is sul�jecl to inspection at retisonable hours and intervals by an authorized representative ol'the Department of i.:llvironmen till C'onservalion (thc Department) to determine whether the permittee is complying with this permit and the ICL. Such representative nmy order the work suspended laursualnt it) t VI: 7 l- 0 301 and ;S.1 PA 40](3). Page 5of7 Ask Imanwi NFAV YORK STA'1't: 1)1;1';11t'1'Iv14;N't' (11 I?NVIRONIVIFN7'AL CONSERVATION MEW Facility I R.0 IID I-4738-(12191) 111c llernlittCC !1111111 proViLle Ll persoll to ilccomplllly till I.)il]i91't111c111'a represclltadve durill,.! till inspection it) the perlllit III-ell when requested by the Department. A copy ol'tllis permit, including all rclerenced neaps, drawings and special conditions, must be available flor inspection by the Department at all times at tile. pro cc( Site or filcility. l.''lilure to product a copy of line permit upon request fly a Depar(muril representntivt is 1.l violation ol'this permit. 2. Rehltionsllip of#leis Permit to Othel• Department OrderN .111d DetCrmhwtioav5 Unless expressIv provided Jbr 1)), the Department, issuance ol'Ihis permit does not nlotily, supersede or rescind any order or cleternliniltioll previously issued by i'lne Departmcrylt or ally ol'thc ir1•111s, conditions or requirements C 011U11110d Ill sLlcll Girder Of-deteriltinittiolL 3. Applicaflolls 1'el'111it ltt�11C1Vitls, Miltlificat'i()]ls or'l'I-ansfers The permlttec lllust Submit a scpllr.ltc written application to the. Departmelit for permit renC\wal, lnodilicalti011 Or translcr ell this permit. Such application 1111181. ilICILICIC Lilly lill'llls or sUpI)IC111011101 ill111rnititioll 1.110 Depa11'tn1clit l'egtlires, Any renewal, modification or trarister granicd by the Mpartlllellt 111LI:St be ill writing. Submission of aippllmitions for pt:rInit rellewal, n1C)dificllllon of trllnslC r arc to be submitted ill: Regional Permit Administrator NYS.D.EC Region 1 11CLldclLitt l'tcrs SUNY Cir? Stony 13rookj50 Circle Rd Stony Brook, NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: 'ficial Wetlands. ;i. Pe nrit Modific-ations, Suspensions and Revocations by the Department The Department reserves the right to exercise all available: authority to modify, suspend of revoke this permit. The: gi-01111CIs R-w modification, suspension or I'C:VOCatlOil Illellltle: a. materially Use or inaccurate statements Ill till: permit application or supporting papers; b. Guilure by the permittee to comply with any terms or conditions clt'tllc permit; c. exceeding the scope ofthe project tis described ill tile.: Permit application; d. newly discovered material intormatlon of it lllLijeriiil C11a1'10e Ill cllvll'011111cntall conditions. rclevani technology of applicable law or regulations since the Issuance of the existing perlllit; C. noncompliance Willi previously iSSUCCI permit conditions, orders of tllc ctlrimissioner, Lilly provisions of'tile lativiI-oilmell ud Conservation Law or regulations of(lie Department related to the Permitted activity. 0. Permit Tr.lnsfer Permits are tra nsilerrnble unless spceilically prohibited by statute, regulation or another permil condition. Applications Ion'perlllit transfer should be submitted prior to aCtLIL11 I11111SRn' 01' ownership. Page 6 or 7 Aft NEW YQlt1i ti'I'A'I'G !)I:YA]2Tt111?N I't)[ ENVIlti)NI1'ih:N•1 AL C)NSFIltVt1TION � Facillly ME,(' 11) 1-473N-07191) Num', 11CATION OF OTHER PERMITTEE OBLIGATIONS l Item A: 1'e mitice Accepts Legal Responsibility aIle! Agreeti to Indemnification The Penillttee, exceplillh State or Jeder111 azelicies, expressly agrees to illdenlnlly:1t1d hold hal'1111CSS the Department of F'nvlrounlental Conservation ol'the Aute.ol'New York, its representatives, employees.i117C1 il!ent` C1)1:C ") Cor till Claims. suits, i1C•tl()Ilti, andllillll.l�t'C S, to tilt extent al(1'll)lllill)le Io (Ile pernii(tec's act.,.; or omissions Ill Connection with (lie perillittee", undertaking of iletivllics Ill Collnuclion with. or operation ulld Illuilltcliallec, ill. tho 181cility or 11Cilltil:s authorized by (lie permit Whether ill coil)pIi"Inco or no( Ill compliance bvidl the ternis and Condltiolls ol'tllo permit. Tlllti lndelllllllleatioll docs not extend to nrly CkIi111ti. SlJltfi, :IC 60115. M dalllill-CS ('C? 111e �'.\tisllL%ltli'11711tltllJt` tt) I'?1.:C"s e)4Vil 11C`gI IAC 111 t11' intentional acts ill'onlissiolls. or t(1 anCl:lilllS, .Shit', ol'ttCtioil:i 111.101ill" 1110 Dl',C�:ti1d ai'lslll�? 1111C1t'1' Article 78 elf the New York Civil Pructicc Laws anti Rules orally Citizen shit or civil rights provision under lC,der:ll of state Isms. Item 13: Pe nlittee's C ontralcttws to Comply with Permit The perillittee is 1't.'8pollsiblt: Cot- inForminb its independCtlt co111111CtOrS, employees, agents and assigns of tllell' i'esIN)"Isibility to C Illl)ly Willi this Permit, including all spccial Conditions While acting as Ille ()ermittee's agent with respect to the permitted activities, and Such persons 511,111 be SLII)iCC( to the SWIle sanctions for violations of tllc 1"'ilvironmentill Conservation Law as (hast: prescribed I'M the pormitlee. Item C: Permittee Responsible fm-Obtaining Otho Requind Permits The permi(tee is responsible Cor obtaining any other permits, approvals, lands. casements and fights-ol- way that may be required to carry ollt the aCtiVitlCS tll.it C11-C illl(hal'1xCd 1)y this pOI.1111t. Item( D: No Rigor to 'Trespass or interfere witl>, Ripalrinn Rights This perlllit does not convey to the Ilermittee any right to Ir"- pass upon (he lands or interli:re With tilt.• riparian rights ofotllers ill Order to perlonll tilt permitted Work dill'does it authori%C the impairment 01' any rights. title, or interest ill real or personal properly held or vested in a person nota pal'ty to the: permi 1. Page 7 of 7 s DEPARTMENT- Electrical�I/D- BUILDINGector SEP 15 TOWN OF SOUTH 202 Town Hall Annex- 54375 Main Road - PO BoY 1179 }f "CiVIEDING uE: a, + Southold, New York 11971-0959 �o�.� ,�r ;- Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr a-southoldtownny.aov — seand( southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: y Name: o License No.: ` q4 oa-PAC email: k Q --t- 144 Q o A"SA.4,01VA Address: 11 &sA Phone No.: - OG JOB SITE INFORMATION (All Information Required) Name: Q49-v\na ���� S )��✓�t�� �e .� 11�L Address: p 1 d(C Cross Street: Phone No.: Bldg.Permit#: email: ,i Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please PrinClearly) OZ' � Circle All That Apply: Is job ready for inspection?: YES / O Rough In Final Do you need a Temp Certificate?: ES / NO Issued On 4R35 �0/ -Z Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: a00__A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - nderground Ove a # Underground Laterals 1 H Frame P Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION fll I�Jo�zZ L Request for Inspection FormAs I BUILDING DEPARTMENT- Electrical;) ector eyo THOLD --- TOWN OF SOU j � 2022 n Town Hall Annex - 54375 Main Road - PO Box3,1l179_ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - sea ndCcD-southoldtownny.00v N FOR ELECTRICAL INSPECTION -� N (All information Required) Date: T El rtCi� c l by L� SIC o Name: o r r;gn License No.: ®a, MC5 email: (4-6A(&. ,,� 6 .�►�� Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: p l/Vt Y� Address: -Q Cross Street: Phone No.: - 90 -� email: ► Bldg.Permit#: ,� � �.� ;� �l Tax Map District: 1000 Section: Block: Lot- BR IEF ot-BRIEF DESCRIPTION OF WORK (Please PrintClearly) s ,c Circle All That Apply: Is job ready for inspection?: YES /RO Rough In Final Do you need a Temp Certificate?: E§)/ NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: 102_A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Serv'ce Reconnected - nderground Ove a # Underground Laterals 1 H Frame P Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls PERMIT q Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven (j� W/D Smokes DW I� MiniY.�'" Carbon Micro Generator Combo Cooktop Transfer r ; 4C 1. AH I Hood Service Amps Have Usec )pecial: :omments n, X G� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD �g Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # Date � 0 _ � 2022 Customer Name ��bQ{r PMMIer t.tV Electrician Name C, � ICGu�Q Address �� �Chvi Rd SOA-too Phone e-mail W) e-mail Qlt.f-i�r c Jl� i h,c C 0 'T�Vm rn ae-' - Phone `T�T License# `T T Size c4-0 D A Phase ` Overhead Underground #of Meters-� Remarks #of Underground LateralsNY/N New "H" Frame or Pole Fire Reconnect Was work done on Service? Flood ReconnectOld 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 valyfl for s ono the date above. Authorized by ------ �c�UFEOtkt�,- Town Hall Annex ` 'fy E`:? Telephone(631)765-1802 54375 Main Road �= Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: tsh'an— Owner: k6bz�rs f��,r�n 1��' Flo Oy►s�hLL Location of Property: �� ��� 1] Jk'�() Please t ke notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: IVName (person submitting this form): D ✓ D 901A S Capacity check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 17 v JUN - 7 2023 FmcLy II�,ap`t2f ` m >m1i1.x+B11 05/18/2023 2045 Route 112,Suite 5,Coram,New York 11727-3.085 Suffolk County Department of Health 360 Yaphank Ave, Suite 2C Yaphank, NY 11980 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 910 GLENN RD SOUTHOLD NY 11971 A water meter was installed on 05/12/2023. Very truly yours, ; twcu Lisa Cetta Manager-New Construction f I � SANITARY SYSTEM DESIGN: HOUSE: F #OF BEDROOM: 4 R nip ,' VENT TERMINATION REQUIRED 440 GPD,AS PER TABLE 3, SCDHS RESIDENTIAL STANDARDS 1 .:.,, r.. NO WELL WITHIN 150' OF SUBJECT PARCEL I VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE ADVANCED TREATMENT UNIT: FUJI CEN 5 � r- ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM I/A OWTS CAPACITY REQUIRED: 400 GAL PER DAY I HORIZONTAL SEPARATION OF 12 INCHES TO THE SLOPED I/A OWTS CAPACITY DESIGNED: 500 GAL PER DAY1 I � PORTION OF THE ROOF. I 1 I I I ADDITIONAL VENT NEAR I/A OWTS IS LEACHING SYSTEM: LEACHING POOL,WITH SOIL REPLACED FOR DIRECT � D UTILITY AE�ooa. i i OPTIONAL IF NO HOUSE TRAP CONNECTION TO SP SOILS POLE GLENN ,O c` REQUIRED: FOR 0 TO 4 BEDROOMS: 300 FT2 SIDEWALL AREA, 884 DESIGNED: 5 GANGED LEACHING POOLS EA. 3' DEEP V DIA AS PER FIGURE 3 ® ��rO -TRF_F_T i i POWER SUPPLY CONNECTED TO DEDICATED 115 VOLT AC, SEWAGE DISPOSAL SYSTEM FOR HIGH GROUNDWATERCONDITIONS ® �NBgh�� Ro C1`'° �,, IJ y CL.EL 9•g^ PUBLIC W ATF-R ��I S -- SOP I I SINGLE-PHASE,20 AMP CIRCUIT BREAKER ON HOUSE PANEL FOR UP TO A(FOUR-BEDROOM RESIDENCE 10 F C °,', I I CONTROL PANEL MOUNTED ON HOUSE WITH VIBRATION ISOLATION 50%FUTURE EXPANSION: (3) T DEEP, V DIA LEACHING POOLS Op c,. -tr, �'EOP - BB CURB I i BLOWER IN COVER ON PAD I I PIPE EOP UTILITY 4"WASTE HOUSE i i 4"WASTE CAST IRON WITHIN 2' FROM CLASS 2400 OR SDR 35 GENERAL CONDITIONS: FND. `' I FOUNDATION WALL CONTINUED TO TEST WELL W POLE I CLASS 2400 OR SDR 35, ( )OR SDR40 1/8"PER 12"SLOPE MIN. 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH Rr i 1/4" PER 12"SLOPE MIN. SERVICES'REGULATIONS, STANDARDS,AND REQUIREMENTS,AND SHALL BE EL. 10.3 ' �1 L�1 oO.QO29.83 EL. 8.1 (5) 3 DEEP, 8' - ---- - �, a W EL. 12.5'+/- 1 i 4,.WASTE DIA LP STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. CLASS 2400 OR SDR 35, 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO 1/8"PER 12"SLOPE MIN. CHAPTER 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J M TEST HOLE 3 W EL. 8.9'+/- (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE M EL. 8.9 i W n w ► I 1 EL. 8.9'+/- z SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, (V CO Q �� o LU UjSPACE FOR(3) 3'DEEP, C° 1 I I 1 z_ CONCRETE PURSUANT TO SUFFOLK COUNTY CODE§563-79(11)(J).THE DEPARTMENT OF LABOR, (p Q �3 W rn V DIA LEACHING POOLS ro i j _ _ f' COVER LICENSING,AND CONSUMER AF[AIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE O U �' O I - 1__ N > w w° a FOR FUTURE EXPANSION HOLDERS. t ^`� OW , r a 3-��v� `r d j 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. O Q ----- ---___ D_,,UJICEN5 �w PROPOSED a' W BASEMENT4.ALL INSTALLED 1/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND p W a MIN (5)3' DEEP, 8' DIA �,t_ W ORIO PORCH LEACHING POOLSso' MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE 4 a / ass w MIN. LL PROVIDER. QO IOlt O S'MIN W �5. SERVICE PROVIDERS MUST RIcPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK : .." ' 40'FRONT oHIGHEST EXPECTED z COUNTY DEPARTMENT OF HEALTH SERVICES). Z V RD SETBACK FUJI CEN 5GROUNDWATER EL. 1.0' C6 z nl 23.0' _ a 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED o J �� 23.0 -_ p Q' BLOWER IN - - - - - - - - - - - � REQUIRING; SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M REQUIREMENT; z cc GAR. �� I 0 COVER ON PAD - y - - - - - - ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED; OTHER PROPOSED HOUSE 2,956 Sq. Ft. O Q 4 13.0 . MINS ; I B CONTROL PANEL - -0 - - - - - - - - - - - - - - - - REQUIREMENTS THAT SCDHS DEEMS NECESSARY. 2,956 x 0.17 x 1 =503 Cu.Ft. `` (� o C/6 C EL. 0'+/- _ Z,W W o N a, iv ALTERNATE LEACHING 503/42.2 = 11.9 VF LU DW `0 18.5' POWER SUPPLY CONNECTED TO DEDICATED � w O Ci " IF THE EXISTING SOIL IS O SYSTEM FOR HIGH 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: (/� 9.5' ¢ r: = J � I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN Provide 3 DW 8'0 x 4'Deep= 12 VF c 115 VOLT AC, SINGLE-PHASE,20 AMP CIRCUIT J O 2O W -i NOT SP OR SW, EXCAVATE � w GROUNDWATER ST OF NINETEEN(19)MG/L OR LESS. Connected by Gutters &Leaders b BB CURB BREAKER ON HOUSE MAIN W = w Y W AND REPLACE W/CLEAN W Y CONDITIONS FOR UP TO PROPOSED 2 STY. W Y 4 BEDROOM FR. > > z > > F- z FOUR BEDROOM Q z z O Q z SAND AND GRAVEL, z m � RESIDENCE Q HOUSE FF=12.5' �, a sHeo O - m - TO REACH TO SP AND/OR - SEPTIC/TREATMENT CONSTRUCTION CRITERIA: Q M SW SOIL,WHICH DEPTH IS (5)- 8'DIA. T DEEP LP 1. SEPTIC/TREATMENT ch coR 0 5 10 15 FT I ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS COVERS SHALL �: CO _o MORE THAN 6' FE CURB i A.5 E. RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). Lot No.S are FrO1T1 "Map Of West Creek Estates" COR 22.5' � - - -_ -- � ix II. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO Filed 0.5'W � o b COR 04 LU THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS o�L N f-- UMU6 TION DIAGRAM "AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS'ANSI with the Suffolk Co. Clerk q 23.0' � 14.0' FRAME � X Q 2 = , Z1000-2007 AND ANY UPDATES THERETO. co <`'; < _ LL O - 1 -0 Ili. EACH SEPTIC TANK& I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER on Aug. 19, 1963, File No. 3848 - SHED L.- O � AND DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE `� PROPOSED _ O 0 () INLET END OF THE TANK: R/O PORCH "'U z J J 1. MANUFACTURER NAME OR LOGO �C� W m 2. CAPACITY AND NUMBER OF OPENINGS W���p.NOs DW Ur n 3. MAXIMUM DESIGN LOAD100 tBPCK COVD Z p, 4. THE DATE MANUFACTURED. �✓ DW SE IV ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE, BE GAZEBO Q W LOCKING, SITE PLAN BASED ON SURVEY BY - LU TAMPER-RESISTANT,WATERTIGHT, INSECT-PROOF, FLAT, SKID-PROOF,AND BE PECONIC SURVEYORS, P.C. APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF COR PO BOX 909P. MAX VERTWITHSTANICAL DEFLECTION ING A OFUCK L1 OND(36 S IN. CF 2500 LB FOR 60 MIN WITH A 1230 TRAVELER SOU HOLD, NY STREET ��NOS SE�`3PCK A.o'E V. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE 75 NIE RAIN RUNOFF CONTAINMENT: SEPTIC NYS LIC#49618 ,� � TANKS. THEY SHALL BE SET AT FINISHED GRADE,BE LOCKING,WATERTIGHT, T 631 765 5020 �i M PROPOSED HOUSE 2,956 Sq. Ft. INSECT-PROOF,AND BE APPROVED FOR SEWERAGE USE. FE (� 2,956 x 0.17 x 1 =503 Cu.Ft. VI. IF A RISER COVER WEIGHS (LESS THAN 60LBS A SECONDARY SAFETY LID OR g OR N 2,956 .2= 11.9 VF DEVICE SHALL BE PROVIDED. OF PROPERTY AT SOUTHOLD, W TOWN OF SOUTHOLD, Provide 3 DW 8'0 x 4' Deep= 12 VF 2. SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT AIND CONSTRUCTED OF SOUND SUFFOLK COUNTY,NY Connected by Gutters&Leaders AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR SCTM# 1000-78-02-27 DECAY. DATED 6/2/2022 w A. ALL SEPTIC TANK& I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY LAST UPDATE: 8/22/2022 Ljj o LOT 11 w MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING a MET1.ODS. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A AREA:29,348 SF 0 LOSS OF 10%OR LESS. BUILDABLE AREA OF LOT LANDWARD OF 11. WATER TESTING: SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT WETLANDS =23,133 SF IN I,*- �Q ..A ELEVATION PROPSED LOT COVERAGE: 3,029 SF N - FOR 24 HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD %COVERAGE= 13.1% =71LI. OCOCT,41.. DEPARTMENT OF MALILTH SERr IC Z S AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 1 10'NONDISTURBANCE L CIMBER TEST HOLE DATA ' '� 1Z •r °" 1' CT �T 'A i HOURS. ELEVATIONS AND CONTOUR LINES e. ' Ir`�;;a.P�4�S`�'�3 "`mak t3=.ALO" �3:°*�"�'rm�I°"BIO'r t"O�yA F, B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A ARE REFERENCED TO NAVD 88 NON TURF BUFFER RET McDONALD GEOSCIENCET 1.et I .�F I� S� IO ;Oh=' ' WATERTIGHT, SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED / _ 05/12/22 TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP. ZONING: R-40 i \ 11:20 AM 3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET /TOP OF BOK " /X/111/ No EL. 8.9" r INVERT TO THE BOTTOM OF THE:TANK COVER. % %, �%O / i FgE "Q� _ � WLF#7DARK BROWN TOP OF BANK / 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY i / - f WM OL , LOAM I "Isr,� •'4'�.r Ob T3Eg� O`?�55 I / E 5 3' ` MN 1 I AN ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER, i - ��, WLF#6 = ! MHWM �`�� / i /EL 4.3' T`9�3',.9.�'��F°.�::i��4OP+4 DfS�r)✓l`ls PP_ AN 1 AND IN COMPLIANCE WITH 5-111 AND 5-114B-7 OF CDHS RESIDENTIAL STANDARD 2016. �/ / ALL OPENINGS SHALL MEET THE:FOLLOWING REQUIREMENTS: OF SANK , i `' SM BROWN SILTY SAND - A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES ti1NtyM �i / ./ j /�/ WLF#5 NOV 2 9 2022 LANDWARD EDGE OF 1 B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT �- '_ 1 HN1M W000 eElt _� e r �' - C. SEPTIC TANK& I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF TIDAL WETLANDS AS WLF#2 WLF#3 M 3 EN -•NEEF $CEP IOATI�,-1 I�L:QUI•E�• GA��"K BUI I!'aG DEPT. NONCORROSIVE LOCATED BY ROBERT WLF#1 PALE BROWN TOVu>s1 FSOUTHOLD SUBMIT P.E. Orb R.A.CErRTIri+.A-1 I-ON MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN ANDERSON /// SP FINE SAND iST I 4 ti T "ENTRANCE INTO TANK MAY BE FATAL" , SUFFOLK FQR INSTAI�,sLAI ICl j��D CGi)S i Ur-'MON' ENVIRONMENTAL EL. 7.9' 0F ��: '"^ 4 JULY 21 2022 ' I � �FOsc���z��,��uirri4i-073. SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS: F,-E-Ey\, W FoR F N;L +.P IOJ •L• USS1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE SP IMPLEMENTED. WATER IN PALE >_-,syLAVAT IN,5FECTV,� - I BROWN FINE SAND E"CI"' ' "'°T13'"Y °""T 1 I� � I�$anA�p-uzVd v 1 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS WITH �j , r Zy I }�y� Jam.-/ � T,»�.,pT A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH)ON A MINIMUM 3 INCH THICK(OR MANUFACTURER'S RECOMMENDATION)BED OF PROPERLY LEVELED AND � � 2 11 o0r -___- E7. iP"9 COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL.BACKFILL SHALL BE PLACED _ _ 8 0 AROUND THE SEPTIC TANK&I/A OWTS IN SUCH A MANNER AS TO AVOID DAMAGE AND /V 71 17' °'_ +► "1111 COMPACTED IN 6-INCH LIFTS.BACKFILL SHALL BE FREE OF LARGE STONES,STUMPS, 1 =WL FLAG 6 %01 1'. �v 20 w,,.-,s AND CONSTRUCTION DEBRIS. SISI r rr� NOTE: WATER ENCOUNTERED ## 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED GREATER THAN REBAR �j,, - <2 05 Q 7.9 BELOW SURFACE TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. FOR SEPTIC TANK V BUt.KH�O HIGHEST EXPECTED GROUNDWATER &I/A OWTS WITH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER C,) = WELL LOT 2 EL. 1.0' (VERIFIED W/DTG VIEWER) PROJECT: No. Description Date THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. A = STAKE D eV elOpmeTlt Innovative and Alternative Onsite GENERALNOTE l ,WeSt Creek Wastewater Treatment System LST 1. BEFORE ANY EXECUTION,VERIFY ON SITE,IF APPLICABLE: = TEST HOLE Map Of No 1236 (I/A OWTS) 910 Glenn Rd. GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. CliVlslOil CoFile -GRADE ELEVATIONS WHERE=EACH UNIT WILL BE INSTALLED. o = PIPE Sub Suf f 011e J (, -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. StUCI IO alb arCl I lteCtS �,:•=, �>;� L-' -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION = MONUMENT 651 West Main Street, 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. Riverhead, NY 11901 "` 4 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD = UTILITY POLE V. ::. 631 591 2402 CONDITIONS EXIST. 0 10 20 ao ; 631 3231426 glynis@studioabarchitects.com I/A OWTS LAYOUT mailing address: 1 PO Box 444 1" = 20'-0" Orient NY 11957 ABBREVIATIONS: ^ & AND LP LEACHING POOL @ AT MAX. MAXIMUM B.C. BOTTOM OF CURB MIN. MINIMUM Owner: BW BOTTOM OF WALL N.T.S. NOT TO SCALE Roberts Premier I/A OWTS Layout CONC. CONCRETE PROP. PROPOSED C.O. CLEAN OUT REQ. REQUIRED DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF Development LLC Project number 22220 DW DRY WELL HEALTH SERVICES E or ELEC. ELECTRIC ST SEPTIC TANK Date 8/30/2022 2i ELEV.or EL. ELEVATION T.O. TOP OF property Tax Map#: Drawn by GB M G GAS T.C. TOP OF CURB `* 1000-078.00-02.00-027.000 HDPE HIGH-DENSITY POLYETHYLENE TW TOP OF WALL Checked by HA I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE W WATER `r WASTEWATER TREATMENT SYSTEM W/ WITH site street address: (14 N INV. INVERT 910 Glenn Road C. O 1 N LG LEACHING GALLEYM Southold, o Scale As indicated co OCT 11 2022 2-1/2"VENTILATION SCUM BAFFLE B q PIPE 7'- 10 314" CONNECTION '� FUJI CLEAN CONTROL PANEL RECIRCULATION PVC WELDED INSTALLED ON WOODEN POST '�r..�-frte-r 2 - 10 114 2 -7 1/2 2'-0 3/4 AIR LIFT PUMP CONNECTION 4- �3� LONG WIRE - DISINFECTION 1/8" SERVICE RECEPTACLE TONUETo 16 IN-LB Control Panel Wiring Diagram p.2 MANUFACTURER :�- _ CYLINDER r--------------- -..-____----_� (OPTIONAL) TANK WALL PROVIDED - PROTECTION COVER --� ❑i Q Q ® Q � Q ITaI © CONNECTION HARDWIRED PLASTIC LANDSCAPE STONE r r I-r---r-----r---I---- f 4"INLET PIPE 4"OUTLET PIPE ADAPTER � FROM BY ZABEL ENVIRONMENTAL, OR EQ. ' i i i i i T --� LI N CLASS 2400 - CLASS 2400 OR 7 118" POWER http://zabelzone.com/ i r v 3/4"PVC CONDUIT SUPPLY OR SDR 35 qy A SDR 35 r J- o-r I I r r 1/4"PER 12" o 1/8"PER 12" AIR LINE STABLE BASE r N LI v�e SLOPE MIN SLOPE MIN MAC 80R PLAN VIEW r INVAE I I 5 NOT TO MOVE BY FRCST ACTION " 112"AIR BUTYL SEALANT �� r INCOMING RouER -.{ INTAKE PRESSED AROUND 3/r--,A TO FUJI UNDERGROUND AIR LINE TO CEN-5 UNIT [ ALARM FLORT EFFLUENT rI>r�FLOat ® PERIMETER OF CEN FLEXIBLE 3/4"AIR LINE:3/4"PVC CONDUIT ---------------- I`— "------- I INLET BAFFLE Q3 AIR LIFT THREADS CD N 77UNIT r I © PUMPINSTALL 4 3/g" 4 3/8" 3/"FLEXIBLE IRRIGATION LINE, 100 PSI MAX, (_____________- SECONDARY 7`-� M- 7r-7MAY ALSO BE USED FOR THE AIRLINE I I SAFETY RECIRCULATION PIPE —� FLOW BAFFLE B 1/2"AIR INTAKE Puri P i c$Ioe TEST. NORMAL, SILENCE DEVICE,TYP. B AIR INTAKE CONNECTION DETAIL MAC 80R ELEVATION VIEWS MAC 80R BLOWER DETAIL FLOW OPENING (TYP.) (CLEANING 3/4"AIR LINE TO BE N.T.S. � T OPENING) CONNECTED AERATOR A z AM ' TNs1Oa AIR LINE TO BE IN I 6ND CIRCUIT N • FLOAT SENSOR CONTROL CONNECTION PLAN VIEW MIN. 6"DEEP LUG T© I s . AHuI TRENCH 45 IN-LB 1 T PS112 I HORN 20"INSULATED COVER 24"INSULATED COVER INSTALL SECONDARY BLOWER SPECIFICATIONS NOTES: N CHAMBER VOLUME VOLUME(GAL) , Z ON INSULATED 6"RISER ON INSULATED 6"RISER SAFETY DEVICE,TYP. 24" INSULATED COVER 1 SEDIMENTATION CHAMBER 277 MODEL: MAC 80R PRESSURE s (24" MAX.) BY TUF-TITE, (24" MAX.) BY TUF-TITE, DISINFECTION ON INSULATED 6"RISER 2 ANAEROBIC FILTRATION CHAMBER 278 AIR FLOW: 2.8 CFM BRANCH CIRCUIT PROTECTION,OVERLOAD SWITCH OR EQ. OR EQ. CYLINDER (24"MAX.) BY TUF-TITE, 3 AEROBIC CONTACT FILTRATION CHAMBER 127 NORMAL PRESSURE:2.2 PSI PROTECTION AND MAIN DISCONNECT PROVIDED BY OTHERS AND MUST BE TBI Fs11s TBI :ills _ (OPTIONAL) OR EQ. 4 STORAGE CHAMBER 63 POWER: 120V/1.0A/60Hz 3 5 DISINFECTION CHAMBER 4 OUTLET CONNECTION: 314 INCH SIZED ACCORDING TO PUMP/MOTOR v X,/ R xz FLOW OPENING TOTAL VOLUME 749 WEIGHT: 11 LBS MANUFACTURING SPECIFICATIONS. ALARM FLOAT BracoN co_ POWER CONSUMPTION: 55 W EXTERNAL COMPONENTS COMPRESSOR 4" INLET PIPE iv SYSTEM SPECIFICATIONS POWER CABLE: 6 FEET AND/OR PUMPS, O APPLICABLE), _ WL HWL BOARD TYPE ) iv MODEL: FUJI SEN-5 PROVIDED BY OTHERS AND MUST BE U.L. _ _ CONTACT MEDIA ANAEROBIC MEDIA PP/PE FILLING RATE 32% INSTALLATION/OPERATION & APPROVED THERMALLY PROTECTED ce12O WATERTIGHT — = MAINTENANCE NOTES: SEALED o WL WL BOARD TYPE AEROBIC MEDIA PVC/PP/PE FILLING - INSTALL BLOWER ON STABLE PUMPS 5�—T FLEXIBLE JOINT RATE 16/o z aM� ––––––––––––––' "" FASTENED TO © AEROBIC MEDIA PP/PE FILLING RATE 57% CONDENSING UNIT PAD(BY BASE, SUCH AS CONCRETE OR r BLOWER 2.8 CFM TEMPERATURE RATING OF FIELD c�+rREssoR THE PIPE W/ © - INSTALLED CONDUCTORS MUST BE AT CIRCUIT BREAKER STAINLESS STL - - _ "' TANK FRP DIVERSITECH www.diversitech.com RECIRCULATION OR EQ.). ENSURE ADEQUATE ( ) �, °0° °`o °\o �, PIPING PVC/PP/PE 140 DEG. F. 60 DEG.C. A. RETRACTABLE r` ® ASSEMBLY ACCESS COVERS PLASTIC VENTILATION AND PROTECT I AGAINST SUNLIGHT. COPPER CONDUCTORS ONLY. CLAMP,TYP, c� NTERMINAL STRIPS AND GROUND LUG USE DISINFECTANT(OPTIONAL) CHLORINE TABLETS _ MAINTENANCE REQUIRES A aERaTtia l NOTE TRAINED TECHNICIAN. ® © AFTER LEVELING THE TANK, FILL THE - FOR MAXIMUM EFFICIENCY, CONNECT GROUND LUG IN PANEL TO A AEROBIC MEDIA SEDIMENTATION TANK(#1)WITH FRESH WATER TO INSPECT AND CLEAN INTERNAL AIR SECURE EARTH GROUND THE LOW WATER LINE. FILTER ONCE EVERY 3 MONTHS cDlza ----- a.--___ 7 ___----^-' ------ 7", -__ N - REPLACE DIAPHRAGM/VALVE DASHED LINE PRESENTS FIELD WIRING 20 T51 rC„ TRI AERATION ASSEMBLY A0°1 �' u"°�j`�e - ASSEMBLY ONCE EVERY 12 PURE _°. 'e < '4 'a <4; �• a•' a - 4 .-d -"'°� CIRCUIT BREAKER PUMP FLOAT MONTHS (NOTE: A DAMAGED DIAPHRAGM SECTION A-A VIEW 4 TO 6"SAND AND GRAVEL BED SECTION B-B VIEW WILL TRIGGER THE P -1 1/4"TO 1/2"COMPACTED, LEVEL AUTOMATIC-STOP FUNCTION). 1 CEN 5 1 2 FT TO WITHIN 1/8" FIELD WIRING CONTROL PANEL �'"P 1 FUJI CEN 5 DETAILS ELECTRICAL DIAGRAM - FUJI 1 N.T.S. BACKFILL MATERIAL TO BE _ COARSE SAND AND GRAVEL zz CONCRETE g COVER IMPERVIOUS SOIL CN - vGV ° e e, G — 4.. 4° • 20" MIN. ® ® ®9 ® ® ® � •� - • : ® ® n ® ® n INLET C) ® n ® ® MIN.4"DIA. - °' I ® ® El q °-MIN. " APPROVED ; : .> 0 2 4 FT ° �4 a - ' a' °'• , PIPE 'e PITCHED 1/8" a ° - — ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP PER 12�,MIN. -I I I - c+� . , SHOULD ENTER MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED THE MIDDLE - - � - - - - — - RING AS HIGH AS POSSIBLE MIDDLE OUTSIDE IF THE EXISTING SOIL IS NOT SP OR w IIA CO PRECAST CONC PRECAST SW, EXCAVATE AND REPLACE W/ w RING CONC RING CLEAN SAND AND GRAVEL, HIGHEST RECORDED HIGH CROSS- TO REACH TO SP AND/OR SW SOIL, j SEWER PIPE GROUNDWATER OVER PIPE WHICH DEPTH IS MORE THAN 6' DOUBLE SIDED ru ELEVATION 1.0' 45 DEG. ELBOWS WYE 30 DEG ELBOW -- 60 DEG WYE LASCO D448-040 OR EQ. ALTERNATE LEACHING "="�: SYSTEM FOR HIGH GROUNDWATER CONDITIONS FOR UP TO FOUR BEDROOM ST ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2: FOR USE WITH RESIDENCE BLDG.EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION W/DOUBLE SIDED SWEEP CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC 3 LEACHING POOL DETAIL n CLEANOUT DETAILS N.T.S. PROJECT: No. Description Date Innovative and Alternative Onsite Wastewater Treatment System (I/A OWTS) 910 Glenn Rd. studio a/b architects .. ._ 651 West Main Street, W Riverhead, NY 11901 .�e �y� , �., , 63159124024 631 3231426 IU C' _ I nrs studioabarchitects.com �� -- � i o' 6.A Umailing address: 1 PO Box 444 Orient NY 11957 ' Owner. Roberts Premier I/A OWTS Details Development LLC Project number 22220 Date 8/30/2022 EL property Tax Map#: Drawn by 1313 � 1000-078.00-02.00-027.000 Checked by HA v site street address: PN 910 Glenn Road 02 Southold, NY 11971 Scale As indicated co PROPOSED LOT COVERAGE SURVEY OF PROPERTY PROPOSED HOUSE =2,93J Sq. Ft. PROPOSED STEPS = 96 TOTAL PROPOSED •COVERAGE=3029Sq.Ft. A T SD UTHOLD BUILDABLE AREA OF LOT TO WN OF SO UTHOLD LANDWARD OF WETLANDS= 23,133 Sq.Ft. 2SUFFOLK COUNTY 3133/3029= 0.131 or 13.1.`G N. Y. Q Lot Nos are From 'Map Of West Creek 1000-78-02-27 Estates" Filed with the Suffolk Co. Clerk SCALE: 1'= 30' on Aug. 19, 1963, File No. 3848 . JUNE 2, 2022 JULY 18, 2022 (PROP. HOUSE & SEP71C) AUGUST 3, 2022 (FLAG WETLANDS) AUGUST 22, 2022 (Revisions & Correctlons) SEPTEMBER 7, 2022 (Revisions Per Trustees) Z--_�NO WELL WHIN 150' OF SUBJECT PARCEL 88¢70, POLE X GLENN ROAD X CL-EL 10'0" Tp Mq�N 6q oHw Ego oHw�o 9 PUBUSTREET C WAR 1N EOP Fyi Hbv oHW E� /-BB CURB R�qp PIPE EOP 0Hw-0yw U71U7Y EL. 10.3 FND. 7EST WDLL I PO R- 29.83 L=100.00 EL. al' W 5' MI, U I �• 52 (b n �EL a9' -V (5)3 'DEEP--- M, 3 r� V) X 8'DIA LP EX �� �u C14 '3 a co Ist'3U CIV IL Ell O PROPOM W R/ a U Jr.2' 1 40' FRW 81 MIN O YSOMMLEW FUJ CEN 5� GARAGE Ion } sT. 7 13.0:0 MIN, c/0COR1 X12 S►+n' DW 9.5' ao 18.5' COR F BB D ' N P14MOB A • Iin M MM FF-120 SHED CURB COR k La `x :vCOR �� a 22.5' n 1-4 I coo ' q'S C ro CS 0D14.0FRAM' 20.8' SHEDS PROPOSM V F: W m J DW Q COVD h x. G m -VQ GAZEBO � c� s�eA�K O•E RAIN RUNOFF CONTAINMENT. M PROPOSED HOUSE 2,956 Sq. Ft. �b s 2gw o � 2,956 x 0.17 x 1 = 503 (.'u.Ft. LOT11 N 503/42.2 = 11.9 VF w Provide 3 DW 810 x 4' Deep= 12 VF rW 4' ACCESS TO DOCK at 3 Connected by Gutters & Leaders 25' NON DISTURBANCE O BY GLYN/S BERRY co NON TURF BUFFER I� NYS LICENSED ARCHITECT _O \ :r XL cn REBWpLI TEST HOLE DATA O OF BA KEND McDONALD GEOSaENCE 05/12/22 11:20 AM TOP OF BANK_ WM Fjf7 4.9 EL. a9" MHW1N� EL4. DARK BROWN LOAM OL TPO A 1' LANDWARD EDGE OF My _WLFA,'WLF#5 TIDAL 11£1LANDS AS # NI<F 2 MH WOO BROWN SILTY SAND SM LOCATED BY ROBERT WLF#1 3' ANDERSON, SUFFOLK PALE BROWN FlNE SAND SP EIVWRONMEIVTAL JULY 21, 2022 CREEKEL 1.0• 79' FlNE SAND SP y�EICT WATER IN J PALE BROWfV KEY Ywt fFLAG N6?. 288TH 110.00 NEW YOgM 17- 0 - REBAR 4S`4�y� S7$-05�4�»BU�HEAD /A� J�MET �9 (#� WATER ENCOUNTERED ® a WELL o LOT 2 e 1 o —7�q• ,• : 7. 'B OW SURFACE A = STAKE Creek Developm & = TEST HOLE LOT 1 ,Mep o f .West 1236 O • = PIPE subdivision File No. suffolk Co. i� lsLow . ■ = MONUMENT <� N. C0., = U71UTY POLE ELEVA77ONS & CONTOUR LINES ARE REFERENCED TO NAVD 88' CER71FICA710NS, N.YS LIC. NO. 051132-01 Roberts Premier Development, LLC -9N.Y.S LIC. NO. 49618 ANY ALTERA71ON OR ADDITION TO THIS SURVEY IS A WOLA710N Prime Meridian Abstract; Inc. PECONIC SU VEYORS, P.C. OF SEC71ON 7209OF THE NEW YORK STATE EDUCA770N LAW. Stewart Title Insurance Company EXCEPT AS PER SEC71ON 7209—SUBDIVISION 2. ALL CERnFICAnoNS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR1230 TRA VELER STREET WHOSE SIGNA7URE•APPEARS HEREON. AREA= 29,348 SQ. FT. SOUTHOLD, N.Y. 11971 22-012 PROPOSED LOT COVERAGE SURVEY OF PROPERTY PROPOSED HOUSE =2,9.3.3 Sq. Ft. r �3 N PROPOSED STEPS = 96 Sq. Ft. I A T SO UTHOLD TOTAL PROPOSED COVERAGE=3029 Sq— Ft-BUILDABLE AREA OF LOT LANDWARD OF WETLANDS= 23,133 Sq-Ft. 23133/3029= 0.131 or 13.1 ' do,,h, SUFFOLK COUNTY, N. Y. Q Lot No.s are From "Map Of West Creek �� 1000-78-02-27 Estates" Filed with the Suffolk Co. Clerk I /� SCALE' 1 — 30 on Aug. •19, 1963, rile No. 3848 I C'�` JUNE 2, 2022 111 JUL Y 18, 2022 (PROP. HOUSE & SEPTIC) AUGUST 3, 202 (FLAG WETLANDS) AUGUST 22, 2022 Revisions & Corrections) SEPTEMBER 7, 2022 (Revisions Per Trustees) DECEMBER 9, 2022 (Foundation Location) NO WE�KqTHIN150' OF SUBJECT PARCEL 0" a8 Pc�OLE GLENN ROAD X CL.EL 1 70, TC —OH, XCL. El 99' LIC WATER IN STREET EOp �oHIN , N 6q y�F�R FO,o �HW PUBLIC HW EOP ABB CURB x'90 PIPE EOP 0yW UALITY EL. 10.3 FND. TEST WELL ` PO R=129.83 L=100.00' EL 8.1' TEST HOLE �+ (5) 3' DEEP—+5' IA— o 5 2 Q F?M (n 8.9' 1 x 8' DIA LP EX 3 N co U Bye Q N EX EXPROPOSED o I /4 R/O PORCH a 15.0' 1�&� ( 40' FRONT 6• " I O 23.0' YARD K O FUJI V I S O� ' r� 11.2N 1 .5 °I CEN 5f v ST. er �fe' c/off ARB 1 j/2 STORY DW 1 CONCRETE 10.5' I t7 2'W BB FRpSAE HOUSE!�l c FOUNDATION SEPTIC/ I to tj CURB OARA EI. 12.1' UNC I R Cof? o N CURB 4.5E N \ 3 co � COR 0. N 0/L _ o FRAMECA p v 11C 0.91 SHED ,�� - --�- --; 's COVD Q L Dw s — D GAZEBO J J j --�95 woos KSa5KC D E RAIN RUNOFF CONTAINMENT: PROPOSED HOUSE Z 956 Sq. Ft. coR a (0 2,956 x 0.17 x 1 = 503 Cu.Ft. s.2•w LOT 11 p ,� N 503/42.2 = 11.9 VF N Provide 3 DW 810 x 4' Deep= 12 VF W 4 ACCESS TO DOCK W � Connected by Gutters & Leaders wp SEPTIC DESIGN „dq- 25' NON DISTURBANCE BY GLYNIS BERRY 0 NON TURF BUFFER NYS LICENSED ARCHITECT p z SL N R�BWALL • TEST HOLE DATA 0 OF BA K _ FE ENS McDONALD GEOSCIENCE 05/12/22 11:20 AM + H E TOP OF BANK� {, 3 � DARK BRAWN LOAM DL MHWU EL4. 4.9EL B9"- 1' -w�F�S LANDWARD EDGE OF BROWN SILTY SAND SM TIDAL WETLANDS AS My M` 1�F#2 WLF#3 MHWM CATWALK LOCATED BY ROBERT/� WLF#1 3' ANDERSON, SUFFOLK PALE BROWN FlNE SAND SP ENVIRONMENTAL JULY 21, 2022 CREEK EL. 1.0' 7.9' WESTT WATER /N �+ 1 PALE BROWN FlNE SAND SP KEY � 288 . 110 00' = wt rzac 6245• ,40„W �Nlew xo Ir 17' �� (fir+ t II yl I� Q REBLALR 10-4, 57$•05 BULKHEAD LOT 2 �4Oo J,METI,N ATER EN En = STAKE ° ek Development y=Q JAN 23 2112 = TEST HOLE LOT 1 West Cre 36 ®;� N. • = PIPE gubdivisi �y[a Co. File No• Ir' 8UILUINb LI PT, on guiiolk *\ ` TOWN OF•SOU 1 HOLD ■ = MONUMENT °� '� C.(:)j = 6 71LITY POLE �A • Np.��1 y ELEVATIONS & CONTOUR LINES ARE REFERENCED TO NAVD 88' CERTIFICATIONS• S . Y.S. LIC. N0. 051132-01 Roberts Premier Development, LLC YS. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION Prime Meridian Abstract, Inc. PECONIC SUR RS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. Stewart Title Insurance, Company (6,31) ( )1 765-5020 FAX 631 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA= 29 348 •SO. FT. 1230 TRAVELER STREET 22_012 WHOSE SIGNATURE APPEARS HEREON. ' SOUTHOLD, N. Y. 11971 Ngs51 4J ; 7 -)SURVEY OF. PROPERTY AUG 14 2023 AT SOUTHOLD N Lot No-s are From "Map Of West Creek $UyI.DING DEPT. TOWN OF SOUTHOLD Estates" Fled with the Suffolk Co. Clerk on Aug. 19, 1963, File No. 3848 T®� � �'��� ,�'� SUFFOLK COUNTY N. Y. 1000-78-02-27 SCALE: 1'=. 30' JUNE 2, 2022 JULY 18, 2022 (PROP. HOUSE & SEPTIC) a AUGUST 3 202 (FLAG WETLANDS) AUGUST 22, 1022 (Revisions & Corrections) SEPTEMBER 7, 2022 (Revisions Per Trustees) DECEMBER 9, 2022 ;(Foundation Location) �lY�Y Y 3, 223 (R,m <sli(wi T SURw) NO WELL WTHIN 150' OF SUBJECT PARCEL E� FOp�r- �0 j?QAD. X cL•EL 10*0 0'° &air PO GLLWD X GoHw �EEr� 9' PUBLIC wA�RINS oH E Fiy r- �oHw Eop /-BB CURB ��LL ROAD PIPE EOP oHw—OHW U77UTY h` PDX - o .M7R. R-129,83 L-100.00' EL all 3'DEEP - V m M $ X B'DIA LP'st EX) O Q 4 r 5tLP3 Lp4 I h50) N I SEX L 1 1 EXE j j LP2 P5 ' V f f 15.0' WALK SLATE FUJ 2 23.0' 12 PORCH o CEN 3 ST. C/o slowSEPTIC SYSTEM AS INSTALLED nW , 18.5'"A" ,V/ 02Ry nwE oa [1]' FUJI CLEAN CEN 5 IA SEPTIC TANK CURB ak cH+►GE 0 2 SIORY A [5] 8 FT. DIA. X 3 FT. DEEP PRECAST GAS FFA lE n OU INCUR COER CONCRETE LEACHING RINGS X (Fin.FIr.212=213.1 ) �N� COR 4.5E � � 3 SCDHS REF. No. R-22-1594���"p v PROPANE 23 0, SLA o WELLw . FRAME p c� Q 2o.s' SHED = S 4 SEP Tl C LOCA TION K I* 10-09 °� x Q ` 30SVWK .0' xQIA"A" "B" Q 31.8' COVD Wv' Pop Q GAZEBO j ST 1 T 22' V a _ — k O - `COR LP(1) 33 33 /. POOLFILTER - - X 4.0 E —XJ � sEPnC DESIGN g —'Nos s�B'a` pC�M£TA�FEX GATE O BY GLYNIS BERRY 6!201 e W o NYS LICENSED ARCHITECT ►� '� N LOT 11 W iD w 3 4ACCESS TO D I{ A 25' NON DISTURBANCE O N NON TURF BUFFER Cq (n 11MBWpLL / x RET• TEST HOLE DATA 'Of ANKw - ENE) WDONALD GEOSCIENCE ,E 05/12/22 11.20 AM TOP OF BANK EL .3 / w�F.# MHWM DARK BROWN LOAM OL Myr TOP OI` AN MS-�� - LANDWARD EDGE OF H °OAL BROWSILTY SAND SM TIDAL WETLANDS AS Yvl F#2 WLF#3 CAS K LOCATED BY ROBERT�� V&F#1 X ANDERSON, SUFFOLK PALE BROWN FINE SAND SP ENVIRONMENTAL JULY 21, 2022 7.9' C��EK WATER IN • .05T PALE BROWN FINE SAND SP KEY � ?88�. ��0,00' = N2 FLAG 17' •'l� slVZ'40oBwULKHEAD b,ca�r�CNOM- WA7ER ENCOUN7ERED ® WELL LOT 2 �� J-"r 7 9'%BELOW SURFACE A = STAKE 1 ylest Creek DevelOp�en�Qc1 £� ® S = 7EST HOLE LOT .Map of 1236 - = PIPE SubdivisiSuffolk Co. File NO' � \ `•c;\� )� _ r,� ■ = MONUMENT '.>NO cZL = U71UTY POLE / ,S- ELEVATIONS & CONTOUR LINES ARE REFERENCED TO NAVD 88 CERTIFICATIONS.• N.Y.S. LIC. NO. 051132-01 Roberts Premier Development, LLC N.YS. LIC. NO. 49618 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA770M Prime Meridian Abstract, Inc. PECONIC S VEYORS, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. Stewart Title Insurance Company ( ) )631 765-5020 FAX 631 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR AREA= 29,348 SO FT. 1230 TRAVELER STREET 22_01 WHOSE SIGNATURE APPEARS HEREON. ' SOUTHOLD, N.Y 11971 SANITARY SYSTEM DESIGN: HOUSE NO WELL WITHIN 150'OF SUBJECT PARCEL l� O�DROOM: 4 REQUIRED 440 GPD,AS PER TABLE 3,SCDHS RESIDENTIAL STANDARDS ^_�`�---..� ADVANCED TREATMENT UNIT: FUJI CEN5VAOW7SCAPACIrYREQUj i '[� H✓ X O,tuv VAOWTS CAPACITY DESIGNED �\,0 : SOOGALPERDAY TOLE G LEN N " °I' I I LEACHING SYSTEM: LEACHING POOL,WITH SOIL REPLACED FOR DIRECT �A vr° O+14, Xu.Fiev IN CONNECTION TO SP SOILS �Ngt pUBLtC WATER Ew I I REQUIRED: FOR 0 TO 4 BEDROOMS:300 F72 SIDEWALL AREA, 'ROAo FSP---'-OHW�__� UIRI 1 POWER SUPPLY CONNECTED TO DEDICATED 115 VOLT AC, DESIGNED: (5)GANGED L.EAOHING POOLS,EA.3'DEEP,V DIA,AS PER FIGURE 3, Hyl"'-----_- _ EOP Ba CURB I i SINGLE-PHASE,20 AMP CIRCUIT BREAKER ON HOUSE PANEL SEWAGE DISPOSAL SYSTEM FOR HIGH GROUNDWATERCONDITIONS I OyV,, - FOR UP TOA FOUR-BEDROOM RESIDENCE EOp ----"Qyk._1 / ' 1 CONTROL PANEL MOUNTED ON HOUSE WITH VIBRATION ISOLATION 50%FUTURE EXPANSION:(3)T DEEP,T DIA LEACHING POOLS IPE 3 ` -Of tiv, UTILITY/ I I PF...TEST WELL I I POLE i I BLOWER IN COVER ON PAD 4'WASTE L.10.3' R�129-$g L=100,00' I' EL. HOUSE I I FOUNDATION WALL,CONVVITTINUED TO 1OM B ERIYOR SLOPEMIN. GENERAL CONDITIONS: W I I CLASS 2400 OR SDR 35,(OR SOR40) 1.INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH 1 5'rI.N I 1 1 114'PER IY SLOPE MIN. SERVICES'REGULATIONS,STANDARDS.AND REQUIREMENTS,AND SHALL BE TEST HOLE ® ` w L 1 (5)3'DEEP,B' STRICTLY W ACCORDANCE TO THE MANUFACTURERS INSTRUCTIONS m' EL 8.9' 3 y (5)3'DEEP -.` EL.12.511- I I 4"WASTE DIA LP LOT 10 WO/F l; O) X 8'DIA LP 1 I LOCATION DIMENSIONS I I CLASS X00 OR SDR 35-, 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO MARC ZUPICICH A B I 1 1!8'PER 1Y SLOPE MIN. yy CHAPTER683ARTICLEVII(BEPTIC INDUSTRY BUSINESSES)ANDENDORSEMENTJ TONYAHUROWITZ N ¢ - vAw 1 12.7 20.3' n 3 EL.8.911- (INNOVATIVE AND ALTlB2NATNE TREATMENT SYSTEM INSTALLER}THROIJGH THE DEVELOPED O 3 �a. I 2 1T 224' 1 'Ai EL.8.9',r/- N o iq ^�1 il w r° t CONCRETE 3 SUFFOLKCOIINTY DEPARTMENT OF LABOR,LICEN31NGANG CONSUMER AFFAIRS, USES PUBLIC WATER Z A / 3 33.4' 33.8' n I i OI COVER .H PURSUANTTO SUFFOLK COUNTY CODE§583-76fiB(J).THE DEPARTMENT OF LABOR, 3 1 ($ ! I 4 32.3' 30.3' LICENSING,AND CONSULERAFFAIRS MAN INSA UST OF LIQUID WASTE LICENSE �° O AREA FOR 9D 5 40.3' 38.7 1 R HOLDERS. FUTURE m 3.ALL INSTALLED VA OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. y$ 8 39.4' 41.4' G5 EXPANSION L(8 3' / 6'i 7 31.7 35.3' BASEMENT = e J J 4.ALL INSTALLED VA OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND 150, 'j DEEP,B'DIA MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE _ ..uv FUJI J FUJI CEN5 m+. Fp�r�S��7pRY, - 112 m tact EN5 HIGHEST EXPECTE I z S.SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK "^+Eh 4 W/ GROUNDWATER EL 1.d `y COUNTY DEPARTMENT OF HEALTH SERVICES) OIASE+ -U Y &G .. f f3.0'Fa. G /Tawe 111287012 _ ____ S.COVENANTS MAYBE REQUIRED ON PROPERTIES WHERE VAOWTS ARE INSTALLED - - .. I °OR FRA1AE HCUBF ------ ------ -- - --------- - --- REOURING:SYSTEM REPLACEMENT IN EVENT OF FAILURE:O&M REQUIREMENT: DW -' •'. - 0.5' -_�-�_ _ _____-_--- ACCESS TO DHS INSPECTIONSAMPUNG ON QUARTERLY BASIS IF NEEDED;07HER - CONCRETE-, :1B.5' °n'" as &GARAGE - --0'------ REQUIREMENTSTHATSCDHSDEERIS NECESSARY. - .. FOUNDATION" SEPTIC BLOWER cTma EL O'+!- <lY o LL LLTN ALTERNATE LEACHING 4', - CONTROL n w r: t"Y SYSTEM FOR HIGH EL12.V- = LINE '- O`? r: IF THE FJOSTBJG 301E IS .d Oa 7.PERFORMANCE STANDARDS FOR VAOWTSTECHNOLOGI .,X - - PANEL r= f-1 GROUNDWATER ST x - - 'w , NOT SP ORSW,EXCAVATE w VAOWTSMUS79)MEET MGIL RIES EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN V '.b ° } AL1' w O w 51 O CONDITIONS FOR UP TO OF NINETEEN(19)MQlL OR LESS. TEST HOLE DATA - -� - - R cG+ Y U.1 k i j AND REPLACE VEL.CLEAN �x FOURBDROOM MCDONALD GEOSCIENCE �X� - - - n YA O z O¢ z 3ANDAN0 GRAVEL., FE _ - - - cora a66 ^ Q. F- O m I- TO REACH TO SP AND/OR m 1- RESIDENCE SEPTICrtREATMENT CONSTRUCTDN CRRF711A 05/12/22 11:20 AM bR >- - �° con LL O ¢ 0 5 10 15 F-T SW SOIL,WHICH DEPTH IS (5}8'DIA.T DEEP LP 1.SEPTICTREATMEM gSTy O1 - _ -. - k }- CD MORE THAN W I ALL NON-CONCRETE TANK WALLS.FLOORS.ROOF AND ACCESS COVERS SHALL EL.8.9" / :.' - _ - °rt' Rowe O 0 Q RESIST AN APPLIED FORCE OF S00 POUNDS PER SQUARE FOOT(PST). DARK BROWN az -ZO.O' yyEp -J _J J IL NON-CONCRETE PREFABRICATED SEPTIC TANK&VA OWTS SHALL CONFORM TO OL __ X- THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS 1'LOAM X ALUMWNM S X W im SECTION DIAGRAM 'AMER[CAN NATIOWLSTANDARD FOR PREFABRICA7EO SEPTICTANKS'4NSI /x CODE COMPLIANT ji V cx 3' D. Z1000-2007ANDANY UPDATES THERETO. �>; '�'--� POOLFENCE SOA �� Q H. EACH SEPTIC TANK&VA OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER SM BROWN SILTY SAND / ' x - AND DISPLAYTEFOLLOWING INFORh1ATION PERMANENTLY MAR1a=0 A7 THE O/� arDW W INLET END OF THE TANK: 3, /WE+�" DW 1. MANl1FACTURER NAME OR LOGO 2. CAPACITY AND NUMBER OF OPENINGS PALE BROWN �� >< pGK Jx aA>ta0 3. MAXIMUM DESIGN LOAD SIR 4 THE DATE MANUFACTURED. FINE SAND k ' N ALL CAST-BION AND HDPE COVERS SHALL BE SET AT FINISHED GRADE,BE POOL coo LOCKING. FL.1.V 7.9 EQIP. •v6 TAMPER-RESISTANT,WATERTIGHT,INSECT-PROOF,FLAT.SIGOPROW.AND BE APPROVED FOR SEWAGE USE COVERS AND RISERS SHALL BE CAPABLE OF WITHSTANDING A TRUCK WHEEL LOAD(36 S IN.OF 2500 LB FOR 60 MIN WITH A �X� ___ S SEIBACK MAX.VERTICAL DEPLPCTM OF 1.51K SP O SITE PLAN BASED ON SURVEY BY V, HOPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE WATER IFI PALE roR 75"N sEPrlc BROWN FINE SAND q2W \ O PECONIC SURVEYORS,P.C. TANKS.THEY SHALL BE SET AT FINISHED GRADE.BE LOCKING.WATERTIGHT, L LOT 11 o N PO BOX 909 INSECT41ROOF,AND BE APPROVED FOR SEWERAGE USE. E iv 1230 TRAVELER STREET W. IFA RISER COVER WEIGHS LESS IRAN GOLDS A SECONDARY SAFETY LD OR SOUTHOLD,NY 11971 DEVICE SHALL BE PROVIDED. NYS LIC#49618 1TLLJ 4'Arzcas T000cK a.� L" T 631765 5020 2.SEPTIC TANK&VA OWT8 SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND I CIO AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR NOTE WATER ENCOUNTERED O ff°�j CA '�o OF PROPERTYAT SOUTHOLD, DECAY, 7.V BELOW SURFACE �' �'N°NOsruravA-F y g O A ALL SEPTIC TANK&VA OWTS MUST BE CERTIFIED AS WATERTIGHT BY HIGHEST EXPECTED GROUNDWATER O NON Olt, �- TOWN LOT .FRO MAP OF WEST CREEUNN,NY MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING EL.1.0'(VERIFIED W/DTG VIEWER) ov TVRF 11arFER m e^f ESTATES FROM MAP OF WEST CREEK METHODS. I. VACUUM TESTING MUST PULL 4'OF MERCURY(HG),FOR 2 MINUTES WITH A Q N FILED W/THE SUFFOLK CO.CLERK ON LOSS OF 10%OR LESS z E1 AUGUEBT 19,7965 FILE NO 3&18 11. WATER TESTING:SEAL TANK:FILL TANK W TTH WATER TO OUTLET INVERT 1.0ER SCTM#1000-78-02-27 ELEVA7 FO wNt. DATED 67!1022 FORK I� OUT -ET REFILL THE OUET INVERT AFTER 244=14 PERIOD �� LAST UPDATE MARCH 7,2o2a SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES HAI��STAND FOR IO HOURS.APPROVED IF WATER LEVEL IS HELD FOR ID - APPROVAL OF CONSTRUCTED WORKS FOR B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A T r °m ASiNGLE FAMILY RESIDENCE WATERTIGHT, SEALED FLEXIBLE JOINT AND THE PIPE GASKETSHALLBE FASTENED a �� R ELEVATIONS AND CONTOUR LINES TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP. LF#7 Tw�avala� ARE REFERENCE TO NAVE 88' 3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET ���� / S �� / WLF#6 owm ZONING:R-40 INVERT TO THE BOTTOM OF THE TANK COVER NHwN ¢ . /�}JI _ Date 7/5/2023 H.S. REI.110. R-22-1264 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY ApAy oc WLF WLF#S LANDWARD OF WETLANDS=23,133 SN.FL AN ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES W DIAMETER LANDWARD EDGE OF M The sews,)e disposal and Water Supply far litleS at this Location have beer, AND IN COMPUANCE WITH 5-111 AND&11413-7 OF CDHS RESIDENTIAL.STANDARD 2016. TIDAL WET WLF#3 SIM W°� AREA-29,348 SQ.FT. � � pp Y ALL OPENINGS SHALL.MEET THE FOLLOWING REQUIREMENTS: LANDS A$ / WLF#2 �1Nro+% Inspected and/or certtfied by this Department or other agences and found A OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPESROBERT LOCATED BY SUFFOLK WLF#1 to bB satisfactory FOR A lVir'.Y.II OF_- 4 BEDROOMS. B. WHERE SEPTIC TANK&IIA OWTS AN F CTURERS SHALL BE WATERTIGHT ENVIRONMENTAL C. CORROSIVE VA OYVTS MANUFACTIIRER3 SHALL PROVIDE A LABEL OF ENVIRONMENTAL /i/ti1r,IaeO 7 NONCORROSIVE MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN JULY 21,2022 'ENTRANCE INTO TANK MAY BE FATAL' \ (�j 1 \\ T rt I " CRAIG`�� "� QTicce of Wastewa�r l an gem nt IEF SEPTIC TANK 8IIA OWTS INSTALU7DN STANOAROS: \ �,y'TIJs 1. 1.AL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE \ 1`11 Ll" IMPLEMENTED. KEY 2.THE SEPTIC TANK&IIA OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH AMAXIMUM TOLERANCE IN ANY DIRECTION OF♦1-ONE QUARTER INCH)ONAMINIMUM 3 ' =WL FLAG A162 NCH THICK(OR MANUFACTURERS RECOMMENDATION)BED OF PROPERLY LEVELED AND COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL.BACKFILL SHALL BE PLACED ° =REBAR `��Q So CJ'L�O •- AROUND THE SEPTIC TANK&VA OWTS IN SUCH A MANNER AS TO AVOID DAMAGE AND COMPACTED IN 6-WCH LIFTS.BACKFILL SHALL BE FREE OF LARGE STONES,STUMPS, '✓ S7 Q gypNfAO ,� AND CONSTRUCTION DEBRIS. ® WELL 3.THE TOP OF TIE SEPTIC TANK&VAOWTS SHALL NOT BE LOCATED GREATER THAN A =STAKE 1)l•1.elopll)el7t. TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE.FOR SEPTIC TANK �.L1N.uL C;1'Ce� - - iRteJECT: No. Date &VA OWTS WnH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER ® =TEST HOLE LO't 1 "rgtllp of Q. 1'-•1G innovative and Alternative Onsite THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. GENERAL NOTE ° =PIPE DA)Tlll)ijO41)Sfolk �'o' (i1c h Wastewater Treatment System 1. BEFORE ANY DO=CUTION.VERIFV ONSRE,IFAPPLICABLE: c (11A OWTS)910 Glenn Rd. -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTERWIN PENETRATES. 0 =MONUMENT cEnIFICATIONS. -GRADEELEVATIONSWHEREEACH UNIT WILL BEINSTALLED. ryageAya LLc studio aib architects -HOUSE WASTE LINE MAW LOC+ATIONSAND INVERT ELEVATIONS �, =UTILITY POLE soon Tlu,ran>.nPrn 651 West Mein Street, �Q.E -ANY UNDERGROUND UTILITIES INFRASTRUCTURES,ANOW STRUCTURES RNerhead,NY 11901 O -ANI'TREES WHICH MAY AFFECT TO THE VA OWTS INSTALLATION 2. GARBAGE DISPOSAL UNTTSSHALL NOT BE USEDWITHAVAOWrS. RIVe,h 2402 a�IL 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD .A CONDITIONS EXIST_ 631 323 1426 ,k 9lynbostudlos barchitecui.00m 1 I/A OWTS LAYOUT maiMg address: V=20'-0" PO Box 44 4 q �y0 Orient NY 11957 N ABBREVIATIONS: AS-BUILT & AND LP LEACHING POOL AT MAX MAXIMUM °"� I/A OWTS Layout B.C. BOTTOM OF CURB MM. MINIMUM ' BW BOTTOM OF WALL N.T.S. NOT TO SCALE Roberts Premier Y CONC. CONCRETE PROP. PROPOSE 00. CLEAN OUT REO. REQUIRED DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF Development LLC Project number 22220 E or ELEC. ELECTRIC HEALTH SERVICES Date 3/13/2023 ELEV.or EL. ELEVATION ST SEPTICTANK G GAS T.O. TOP OF Property Tax Map M. Drawn by GB HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB 100E-078.00.02.00-027.000 VA OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOPOFWALL Checked by HA WASTEWATER TREATMENT SYSTEM W WATER site street address: ^"O INV. INVERT W/ WITH 910 Glenn Road C LG LEACHING GALLEY SoudwkU,NY 11971 Scale As indicated 2-12'VENTILATION SCUM BAFFLE B PIPE T-10 314" FUJI CLEAN CONTROL PANEL CONNECTION RECIRCULATION AIRLIFTPUMP PVC WELDED INSTALLED POST Control Panel Wiring Diagram a.2 7.10 174' 7.7112" 7.03!4' 404 T LONG WIRE CONNECTION SERVICE RECEPTACLE Li4T r6 � DISINFECTION MANUFACTURER L'tt •- -�- ---- -- -- CYLINDER PROVIDED PROTECTION COVER --® L� C y, El-__C'''__ Ls__ N. (OPTIONAL) TANK WALL CONNECTION HARDWIRED PLASTIC LANDSCAPE STONE i + --�---Y- - -r ;� -'YI4'OUTLET PIPE ADAPTER FROM BY ZABEL ENVIRONMENTAL,OR EQ.CLASS 2400 POWERCLAS52400CLASS 2400 OR - g SDR35 afrAIR PVC CONDUIT SUPPLY LE_ 1014"PER SOR 12' o JA 11W PER 12* AIR LINE MAC 80R PLAN MEW • " NOT�TO MOVE BY FROST ACTION i emusu�'sSm 4,a�i �-- i LJ SLOPE MW SLOPE MIN 10AIR BUTYL SEALANT ' 314'17W `r INTAKE PRESSEDAROUNDL 70 FUJI UNDERGROUND AIR LINE TO CEI UNIT +. ____J ® EFFLUENT 'ER0+IETER OF ti CEN FLEXIBLE N4'AIR LINE:314"PVC CONDUIT ----""-"-"" i r INLET BAFFLE AIRLIFT THREADS m RRR UNIT t t m PUMP 43!6" 43M' W FLEXIBLE IRRIGATION LINE, PSI MAX, L--'-"-- r INSTALL - *" MAY ALSO BE USED FOR THE AIRLINE + r SECONDARY SAFETY RECIRCULATION PIPYPLANVIEW FLOW BAFFLE ') tR'A ft INTAKE e'o P colo_ nsi.waw nw.a DEVICE,TYP. (CLEANING B 314'AIR LINE TO BE AIR INTAKE CONNECTION DETAIL MAC t10R ELEVATION VIEWS MAC BOR BLOWER DETAIL r FLOW OPENING(TYN.T.S. i OPENING) CONNECTED wam_ F AIR LINE TO BE IN FLOAT SENSOR CONTROL CONNECTION MIN.6'DEEP TRENCH 1 Itz 20CHAMBER VOLUME VOLUME(GAL) BLOWER SPECIFICATIONS 'INSULATED COVER 24"INSULATED COVER INSTALL SECONDARY NOTES: vsaz + ON INSULATED 6"RISER ON INSULATED 6'RISER SAFETY DEVICE,TYP. 24'INSULATED COVER i SEDIMENTATION CHAMBER 277 AIR FLOW:2 8 CFMR BRANCH CIRCUIT PROTECTION,OVERLOAD " (24"MAX)BYTUF-TITE, (24"MAX)BYTUF-TITE,71 DISINFECTION ON INSULATED 6'RSER 2 ANAEROBIC FILTRATION CHAMBER 276 PROTECTION AND MAW DISCONNECT +n finis OR EQ. OR EQ. CYLINDER (24•MAX)BYTUF-TITE, 3 AEROBIC CONTACT FILTRATION CHAMBER 127 NORMAL PRESSURE:22 PSI r�rs"� ---•-• _.. ,� R (OPTIONAL) OR EQ. 4 STORAGE CHAMBER 63 POWER: 120V11.0PI60Hz SIZED ACC RING TO,ANDMUBT R OUTLET CONNECTION:3/41NCH BRED A ACCORDING TO PUMP/MOTOR FLOW OPENING 5 DISINFECTION CHAMBER 4 WEIGHT: 11 LHS MANUFACTURING SPECIFICATIONS. taa nar r.� TOTAL VOLUME 749 POWER CONSUMPTION:55W POWER CABLE:6 FEET EXTERNAL COMPONENTS(COMPRESSOR 4"INLET PIPE o HWL BOARD TYPE SYSTEM SPECIFICATIONS PROVIDED OVIDEDB OTHERS AND ' CONTACT MEDIA MODEL: FUJI SEN-5 PROVIDED THERMALLY PD MUSTED U.L INSTALLATION/OPERATION& ANAEROBIC MEDIA PP IPE FILLING RATE 32% APPROVED THERMALLY PROTECTED cel_ r�r ES MAINTENANCE NOT : ______________1 ------------------___________-____w WATERTIGHT - BOARD TYPE AEROBIC MEDIAPVGPP lPE FILLING PUMPS SEALED WL WL RATE 16% -INSTALL BLOWER ON STABLE BASE,SUCH AS CONCRETE OR nnv�i o 6 FLEXIBLE JOINT ® AEROBIC .8 MEDIA PP/PE FILLING RATE 57% TEMPERATURE RATING OF FIELD FASTENED TO BLOWER 2.8 CFM CONDENSING JG UNR PAD(BY INSTALLED CONDUCTORS MUST BE AT ® DNERSfrECH www.diversitech.can THE PIPE W/ fn - v; RECIRCULATION TANK FRP OR EQ.).ENSURE ADEQUATE LEAST 140 DEG.F.(60 DEG.C.) - A' -+ STAINLESS1 ® q0 PIPINGPVGPP/PE w to VENTILATION AND PROTECT RETRACTABLE N ® ti ASSEMBLY ACCESS COVERS PLASTIC TERMINAL STRIPS AND GROUND LUG USE CLAMP,TYP. ? m DISINFECTANT(OPTIONAL)CHLORINE TABLETS AGAINST SUNLIGHT. COPPER CONDUCTORS ONLY. -MAINTENANCE REQUIRES A TRAINED TECHNICIAN. ® NOTE FOR MAXIMUM EFFICIENCY, CONNECT GROUND UN IN PANEL TO A AFTER LEVELING THE TANK FILL THE - SECURE EARTH GROUND AEROBIC MEDIA WSPECTAND CLEAN INTERNAL AIR �-. TM rs�e r_r SEDIMENTATION TANK(#1)WITH FRESH WATER TO rne_ FILTER ONCE EVERY MONTHS ___v ____ -_____w AERATION ASSEMBLY TME LOW WATER LINE. -REPLACE DIAPHRAGM/VALVE DASHED LINE PRESENTS FIELD WIRING r '--C'�7" y��^ Q' t t ASSEMBLY ONCE EVERY 12 clan rxs¢e _.Ar Pr-•:.:a:' w.' •.•!:•� ;:= �4'?.l:a�'' MONTHS (NOTE:A DAMAGED DIAPHRAGM F ' B4 TO 6•SAND AND GRAVEL SED WILLTRIGGER THE SECTION A-A VIEW 1/4"TO 117 COMPACTED,LEVEL SECTION -B VIEW AUTOMATIC-STOP FUNCTION). •yp 1 CEN 5 U 1 2 FT TO WITHIN 1/8' FIELD WIRING CONTROL PANEL i 1 FUJI CEN 5 DETAILS 2 ELECTRICAL DIAGRAM-FUJI N.T.S. BACKFILL MATERIAL TO BE COARSESAND AND GRAVEL Zz CONCRETE IMPERMOUS SOIL � COVER iv - T:: INLET r•'} io ®mC M 93 ®C13]a®O •0. MIN.4'Da. .:!7 ••• I b ®9 MIN..'y i Ilj APPROVED ••"r. �' •- , _ `';�,_ - 2 AFT .S�'•,<sti.!��.� MALE THREADED SLATE OR OTHER MALETHREADED MALE THREADED PPRCHED 118" -I I••••`` •••t••y a r•, b•z ADAPTER AND CAP SUITABLE COVER ADAPTFRAND CAPF ADAPTER AND CAP PER 12"MIN. -I I — - - i? I ,I—` — - SHOULD ENTER - _ - _____ THE MIDDLE "ttt"""" rA RING OSSHIGIBLMIDDLE OUTSIDE IF THE EXISTING SOL S NOT SP OR w PRECASTCONC PRECAST SW,EXCAVATE AND REPLACE W/ _Nw RING CONC RING CLEAN BAND AND GRAVEL, SEWER PIPE HIGHEST RECORDED HIGH CROSS- TO REACH TO SP AND/OR SW SOL, > DOUBLE SIDED GROUNDWATER OVER PIPE WHICH DEPTH S MORE THAN 6' 45 DEG.ELBOWS WYE OR EQ.D44&040 ELEVATION 1.0' 30 DEG ELBOW 60 DEG WYE OR Eq. ALTERNATE LEACHING SYSTEM FOR HIGH �I GROUNDWATER CONDITIONS FOR UP TO ALTERNATE A:FOR SENDS ALTERNATE Bt:FOR USE WITH ALTERNATE B2:FOR USE WITH FOUR BEDROOM sT BLDG.EXTENSION/CONNECTION BLDG.EXTENSION/CONNECTION RESIDENCE W/DOUBLE SIDED SWEEP CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC LEACHING POOL DETAIL4 CLEANOUT DETAILS N.T.S. paoxcr. N0. Descriptim Date Innovative and Alternative Onsite Wastewater Treatment System I/A OWTS 910 Glenn Rd. studio a/b architects 651 West Main Street, QED AR Riverhead,NY 11901 �0 WL efgp $315912402 631 3231426 glynis@studioabarch6eas.c0ra maiiing po Smse: Star 444 A Orient NY 11957 9�Qp ty AS-BUILT Roberts Premier i/A OWTS Details Development LLC Project number 22220 Date 311312023 Property Tax Map it Drawn by GB 1000-078.00-02.00-027.000 CheI by HA site sheet address: C. 02 • 910 GtennRoad Southold,NY 11971 Scale AS indigted v , NEW YORKMETRO Aff'. stwe.. .: 800-853-4803 Stewart.com/nymetro T7Tl: . CONFIRMATION Order Date: 10/4/2022 Title Number: 81229174 Sales Rep: Metro House Account Applicant: Copy To: Michael A.Ferruggia,Esq. Tricia Canavan Bruno, Gerbino, Soriano&Aitken,LLP Prime Meridian Abstract Inc. 445 Broad Hollow Road,Suite 420 63 Sagebrush Lane Melville,NY 11747 Islandia,NY 11749 Phone: (631) 390-0010 Ext, 145 Phone: (631) 582-2900 Fax: (631)393-5497 tcanavan@primemeridianabstract.com mferruggia®bgslaw-ny.com Property Information: Transaction Information: 910 Glenn Road, Southold, NY 11971 Single and Separate Search Suffolk Fee Liability: District: 1000 Mortgage Liability: Section: 078.00 Block: 02.00 Lot(s): 027.000 Parties: Seller(a): Roberts Premiere Development,LLC Thank you. We appreciate your business! 711 Westchester Avenue 140 East 45th Street 100 Motor Parkway Suite 302 33rd Floor Suite 500 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 OCT 3 ? 2022 u� aNEW YORK METRO , � 800-853-4803 994-997-1698 fax stewart.cominymetro Title No: 81229174 Effective Date: 8/10/2022 STEWART TITLE INSURANCE COMPANY DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD THAT Stewart Title Insurance Company (the "Company")has caused a seaxch to be made in the appropriate Office of the County Clerk of the County of Suffolk in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 4/20/1953 to 10/27/2022 to ascertain the fee chain of title reflecting said premises described herein; and the premises abutting same and has found only the returns as set forth herein on the following pages as they appear of record; and DOES certify that"the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein". THIS Company's Liability is limited to Twenty-Five Thousand($25,000.00) Dollars for negligence only. NO POLICY OF INSURANCE is to be issued hereunder, and full payment is due upon receipt of this report. District: 1000 Section: 078.00 Block: 02.00 Lot 027.000 STEWART TITLE INSURANCE COMPANY BY: r IIA. Pte--• Kathleen Hennessy Title Officer Page 1 of 16 NEW YORK METRO i 800-853-4803 914997-1698 fax °f!11 stewart.com/nymetro CHAIN OF TITLE FOR SUBJECT PREMISES: District: 1000 Section: 078.00 Block: 02.00 Lot: 027.000 Lot 11 on Map of West Creek Estates, filed 8/19/1963 as Map No. 3848 1A Grantor: John P.Wells and Alice A.Wells, Julia A. Jerry and William F. Jerry, Henry Eugene Wells and Sarah L. Wells, Jesse G. Wells and Nellie F.Wells Grantee: Leon;Poliwoda Dated: 2/18/1907 Recorded: 2/18/1909 Liber: 678 Page: 369 (Premises and more) 1B Grantor: Ida Poliwoda aka Ida Polywoda(heir of Leon Poliwoda) Grantee: Ernest E.Wilsberg and Harold W. Wilsberg Dated: 11/22/1958 Recorded: 11/24/1958 Liber: 4550 Page: 219 (Premises and more) 1C Grantor: Ida Poliwoda Grantee: Ernest E.Wilsberg and Harold W. Wilsberg Dated: 12/22/1961 Recorded: 1/16/1962 Liber: 5112 Page: 206 (Premises and more) Kathleen Hennessy,being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as'shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: athleenilennessy Title Officer Sworn to before me this 7t�d y o£October, 2 22 Notary Public CHRISTINE 60YLAM Notary Public,State of Nau4York No.01 BQ6424544 " Page 2 of 16 Quallfled in Suffolk County-_•�� Commission Expires May 2,20„;t u NEW YORK METRO 800-853-4803 914-997-1698 fax stewart.cominymetro CHAIN OF TITLE FOR SUBJECT PREMISES Continued: District: 1000 Section: 078.00 Block: 02.00 Lot: 027.000 Lot 11 on Map of West Creek Estates, filed 8/19/1963 as Map No. 3848 1D Grantor: Ernest E.Wilsberg and Harold W.Wilsberg Grantee: Bruno Mahler and Inge H. L.Mahler, his wife Dated: 4/13/1967 Recorded: 4/17/1967 Liber: 6139 Page: 127 1E Grantor: Inge H. L.Mahler, as surviving tenant by the entirety Grantee: Gregory Patchell Dated: 6/8/1999 Recorded: 8/26/1999 Liber: 11985 Page: 374 IF Grantor: Gregory Patchell Grantee: Francis McNamee and Maria McNamee, his wife Dated: 2/23/2000 Recorded: 3/8/2000 Liber: 12026 Page: 502 Kathleen.Hennessy,being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: Kat leen Hennessy Title Officer Sworn to before me this 27th ay of October, 2 2 Notary Public CHRISTINE 60YLAN Notary Public State of New Yb*No,01806424644 Qualified in Suffolk County Commisslon Expires May 2,20 Page 3 of 16 NEW YORK METRO ' 800-853-4803 914-997-1698 fax stewart.cominymetro CHAIN OF TITLE FOR SUBJECT PREMISES Continued: District: 1000 Section: 078.00 Block: 02.00 Lot: 027.000 Lot 11 on Map of West Creek Estates, filed 8/19/1963 as Map No. 3848 1G Grantor: Francis McNamee and Maria,McNamee Grantee: William E.McNamee, as Trustee of The Francis H. McNamee Family Trust and William E.McNamee, as Trustee of The Maria A. McNamee Family Trust Dated: 6/4/2019 Recorded: 9/8/2019 Liber: 13026 Page: 666 LAST RECORD OWNER Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY athleen Hennessy Title Officer Sworn to before me this 7th y of October, 2 2 Notary Public CHRISTINE WYLAN Notary Nu lic Sta42dSNQwYork Qualified In Suffolk County Commission iE;xpires May 2,201W Page 4 of 16 NEW YORK METRO Wart 800-853-4803 914-997-1698 fax stewart.cominymetro CHAIN OF TITLE FOR PREMISES ADJACENT NORTH: "GLEN ROAD" LAST RECORD OWNER STEWART TITLE INSURANCE COMPANY By:-----40. Lam. " Kathleen Hennessy Title Officer Sworn to before me this 7t ay of October, 20 2 Notary Public CHRISTINE BOYLAN Notary No.01 B06424544w York Qualified In Suffolk County 2� Commisslan Expires May 2,20-j Page 5 of 16 NEW YORK METRO Stewart 800-853-4803 914-997-1698 fax stewart.cominymetro CHAIN OF TITLE FOR PREMISES ADJACENT EAST: District: 1000 Section: 078.00 Block: 02.000 Lot: 028.000 Lot 12 on Map of West Creek Estate, filed 8/19/1963 as Map No. 3848 3A Grantor: John P.Wells and Alice A. Wells, Julia A. Jerry and William F. Jerry, Henry Eugene Wells and Sarah L.Wells, Jesse G.Wells and Nellie F.Wells Grantee: Leon Poliwoda Dated: 218/1907 Recorded: 2/18/1909 Liber: 678 Page: 369 (Premises and more) 3B Grantor: Ida Poliwoda aka Ida Polywoda (heir of Leon Poliwoda) Grantee: Ernest E. Wilsberg and Harold W. Wilsberg Dated: 11/22/1958 Recorded: 11/24/1958 Liber: 4550 Page: 219 (Premises and more) 3C Grantor: Ida Poliwoda Grantee: Ernest E.Wilsberg and Harold W. Wilsberg Dated: 12/22/1961 Recorded: 1/16/1962 Liber: 5112 Page: 206 (Premises and more) Kathleen Hennessy,being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: �. r . Kathleen Henness y Title Officer Sworn to before me this tth y of October, 20 0,2 Notary Public CHRISTINE BOYLAN NoteryNo oiSO6424544wyolk Qualified in Suffolk countyo 2(� Commission Expires May Page 6 of 16 NEW YORK METRO 800-863-4803 � �� •, 914-997-1698 fax stewart.cominymetro CHAIN OF TITLE FOR PREMISES ADJACENT EAST Continued: District: 1000 Section: 078.00 Block: 02.000 Lot: 028.000 Lot 12 on Map of West Creek Estate, filed 8/19/1963 as Map No. 3848 31) Grantor: Ernest E.Wilsberg and Harold W. Wilsberg Grantee: Edward Bialobzeski and Dorothy C. Bialobzeski Dated: 10/14/1966 Recorded: 10/26/1966 Liber: 6058 Page: 107 3E Grantor: Edward Bialobzeski and Dorothy C.Bialobzeski Grantee: Winds Way Building Corp. Dated: 4/25/1974 Recorded: 5/9/7.974 Liber: 7634 Page: 369 3F Grantor: Winds Way Building Corp. Grantee: Robert W.Wendell and Jean A. Wendell, his wife Dated: 2/9/1979 Recorded: 2/23/1979 Liber: 8586 Page: 562 Kathleen Hennessy,being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the , subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number, STEWART TITLE INSURANCE COMPANY By: L-i V't -- Itathleen Hennessy Title Officer Sworn to before me this 7� ay of Octobex, 2 22 Notary Public CHRISTINE BOYLAN Notary Nob()1506424544wYnrk Qualified in Suffolk County Commission Expires May 2,20,,,_„ Page 7 of 16 pin NEW YORK METRO V„ 800-853-4803 A 914-997-1698 fax stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT EAST Continued: District: 1000 Section: 078.00 Block: 02.000 Lot: 028.000 Lot 12 on Map of West Creek Estate, filed 8/19/1963 as Map No. 3848 3G Grantor: Robert W. Wendell and Jean A.Wendell, his wife Grantee: Cutchco Corp. Dated: 10/26/1995 Recorded: 11/17/1995 Liber: 11750 Page: 728 3H Grantor: Cutcho Corp. Grantee: John R.Lynch and Judith E. Lynch Dated: 12/29/1995 Recorded: 1118/1996 Liber: 11758 Page: 782 3I Grantor: John R. Lynch and Judith E. Lynch Grantee: Judith E. Lynch Dated: 12/20/1995 Recorded: 8/1/1996 Liber: 11785 Page: 233 Kathleen Hennessy,being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: Kathleen Hen essy Title Officer Sworn to before me this 270i day of October, 2P22 Notary Public CHRISTINE BOYLAN Notary Public,State of New York No.01 BO6424644 Quailifed in Suffolk County ] Commission Expires May 2,20.n_' Page 8 of 16 NEW YORK METRO �'. 800-853-4803 914-997-1698 fax stewart.conftmetro CHAIN OF TITLE FOR PREMISES ADJACENT EAST Continued: District: 1000 Section: 078.00 Block: 02.000 Lot: 028.000 Lot 12 on Map of West Creek Estate, filed 8/19/1963 as Map No. 3848 3J Grantor: Judith E. Lynch Grantee: John R.Lynch and Judith E.Lynch, his wife Dated: 8/29/2003 Recorded: 10/23/2003 Liber: 12279 Page: 658 3K Grantor: John R. Lynch and Judith E. Lynch Grantee: Angela Gorsky Dated: 5/3/2016 Recorded: 5/23/2016 Liber: 12865 Page: 240 LAST RECORD OWNER Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: f at}aleen Hennessy Title Officer Sworn to before me this z;;;A22 Notary Public CHRISTINE BOYLAN Notary Public,State of New York No.01606424544 Qualified in Suffolk County COmmisSlon Expires May 2,20=5 , Page 9 of 16 NEW YORK!METRO 800-863-4803 914-997-1898 fax stewarLcominymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTHWEST: District: 1000 Section: 078.00 Block: 02.00 Lot: 018.002 Lot NIA on Map of N/A 4A Grantor: Henry M.Beebe and Mary B. Beebe, his wife Grantee: Harvey W. Gordon Dated: 10/29/1892 Recorded: 1/26/1893 Liber: 381 Page: 556 Estate of Harvey W. Gordon, deceased 11/5/1927. Letters of Administration issued to Florence McAslan and Agnes McAsland, as Administrators of the Estate of Harvey W. Gordon pursuant to Suffolk County Surrogates Court File No. 29698, filed 11/1411927. 4B Grantor: Florence McAslan, as to her one-half interest Grantee: Agnes McAslan Dated: 8/21/1930 Recorded: 8/28/1930 Liber: 1523 Page: 140 Estate of Agnes Gordon McAslan, deceased 1/5/1955. Letters of Administration issued to Evelyn M. Swiskey, as Administrator of the Estate of Agnes Gordon McAslan pursuant to Suffolk County Surrogates File No. 357A1961, dated 8/3/1961. Heirs: Evelyn M. Swiskey(daughter and petitioner), Charles R. McAslan, Jr. (son) Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: .� 'kathleen Hennessy Title Officer Sworn to before me this 7th d y of October, 202 Notary Public CHRISTINE BOYLAN Notary Public,State of New York No.01806424544 Qualified In Suffolk County Commission Explres May 2,20,•-,r, Page 10 of 16 NEW YORK METRO 800-863-4803 914-997-1698 fax stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTHWEST Continued: District: 1000 Section: 078.00 Block: 02.00 Lot: 018.002 Lot N/A on Map of N/A 4C Grantor: Charles R, McAslan, Jr. Grantee: Evelyn M. Swiskey Dated: 9/7/1961 Recorded: 11/16/1961 Liber: 5082 Page: 315 4D Grantor: Evelyn M. Swiskey Grantee: Thomas J.Jankovic, Jr. and Aminada Jankovic, his wife and Steven Maurin Dated: 2/17/1984 Recorded: 3/5/1984 Liber: 9522 Page: 465 4E Grantor: Thomas J.Jankovic,Jr. and Aminada Jankovic, his wife and Steven Maurin Grantee: Peter J. Jacques, Jr. Dated: 12/10/1986 Recorded: 2/2/1987 Liber: 10237 Page: 574 LAST RECORD OWNER Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: ' athleen Hennessy Title Officer .Sworn to before me this 27th ay of OctEPublic 0 Notary CHRISTINE BOYLAN Notary.Publlo,State of New York No.01BO6424544 Qualified in Suffolk County Page 11 of 16 Qammisslon Expires May 2,20._ NEW YORK METRO AW 800-853-4803 914-997-1698 fax stewart.comfnymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTHEAST: District: 1000 Section: 076.00 Block: 01.00 Lot: 001.000 Lot(s) 1 and 2 on Map of West,Creek Development, filed 7/6/1937 as Map No. 1.236 4A Grantor: Herbert Rosenberg Grantee: Raymond B. Smith and Sophie M. Smith, his wife Dated: 4/9/1953 Recorded: 4/20/1953 Liber: 3502 Page: 599 (Portion of premises) 4B Grantor: Herbert Rosenberg Grantee: Raymond B. Smith and Sophie M. Smith, his wife Dated: 3/1/1955 Recorded: 3131/1955 Liber: 3847 Page: 126 (Portion of premises) 4C Grantor: Raymond B. Smith and Sophie M. Smith, his wife Grantee: Joseph Berdinka and Estelle Berdinka, his wife Dated: 10/26/1957 Recorded: 10/30/1957 Liber: 14384 Page: 191 Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: Vfkv .2_--�.... kathleen Hennessy Title Officer Sworn to before me this 2i7th dLay of October, 202 Notary Public CHRISTINE BOYLAN Notary Noubp1B06424644er York Qualified In Suffolk County Commisslon Expires May 2,206 Page 12 of 16 ' NEIN YORK METRO 800-853-4803 914-997-9698 fax stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTHEAST Continued: District: 1000 Section: 076.00 Block: 01.00 Lot: 001.000 Lot(s) 1 and 2 on Map of West Creek Development, filed 7/6/1937 as Map No. 1236 4D Grantor: Joseph Berdinka and Estelle Berdinka, his wife Grantee: Barry W. Lehr and Beverly Lehr, his wife Dated: 11/7/1962 Recorded: 11/9/1962 Liber: 5263 Page: 221 4E Grantor: Barry W. Lehr and Beverly Lehr, husband and wife Grantee: Walter W. Scharpf and Pauline R. Scharpf Dated: 9/28/1990 Recorded: 10/15/1990 Liber: 11152 Page: 32 4F Grantor: Walter W. Schaxpf and Pauline R. Scharpf Grantee: Fernando A.Villa and Maria Villa, husband and wife Dated: 1/30/2019 Recorded: 3/4/2019 Liber: 13002 Page: 984 LAST RECORD OWNER Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: thleen Hennessy Title Officer Sworn to before me this 27th ay of October, 202 No6lri Public CHRISTINE BOYLAN Notary Public,State of New York No.01B00424544 Qualified in Suffolk County 9ommisslon Expires May 2,207-2-'6 Page 13 of 16 NEW YORK ME'T'RO 800-863-4803 stewarr 914-997-1698 fax stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT WEST: District: 1000 Section: 078.00 Block: 02.00 Lot: 026.000 Lot 10 on Map of West Creek Estates, filed 8/19/1963 as Map No. 3848 5A Grantor: John P. Wells and Alice A.Wells, Julia A. Jerry and William F.Jerry, Henry Eugene Wells and Sarah L.Wells, Jesse G. Wells and Nellie F.Wells Grantee: Leon Poliwoda Dated: 2/18/1907 Recorded: 2118/1909 Liber: 678 Page: 369 (Premises and more) 5B Grantor: Ida Poliwoda aka Ida Polywoda(heir of Leon Poliwoda) Grantee: Ernest E. Wilsberg and Harold W.Wilsberg Dated: 11/22/1958 Recorded: 11/24/1958 Liber: 4550 Page: 219 (Premises and more) 5C Grantor: Ida Poliwoda Grantee: Ernest E.Wilsberg and Harold W. Wilsberg Dated: 12/22/1961 Recorded: 1/16/1962 Liber: 5112 Page: 206 (Premises and more) Kathleen Hennessy,being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: � a`thleen Hennessy Title Officer Sworn to before me this 27th day of Octobe 2022 otary Public CHRISTINE ROYLAN Notary Nob 01g06424644Now York Qualified In suffoik county commission Expires May 2,20„. Page 14 of 16 NEW YORK METRO 800-853-4803 914-997-1698 fax stewanrcom/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT WEST Continued: District: 1000 Section: 078.00 Block: 02.00 Lot: 026.000 Lot 10 on Map of West Creek Estates, filed 8/19/1963 as Map No. 3848 5D Grantor: Ernest E. Wilsberg and Harold W.Wilsberg Grantee: Richard C. Post and Constance A.Post, his wife Dated: 5/31/1966 Recorded: 6/21/1966 Liber: 5977 Page: 178 5E Grantor: Richard C. Post and Constance A. Post,his wife Grantee: William A. Pfeffer and M. Alice Pfeffer, his wife Dated: 4/3/1973 Recorded: 5/8/1973 Liber: 7393 Page: 263 5F Grantor: William A. Pfeffer and M.Alice Pfeffer Grantee: Atilio Zupicich and Marsha Zupicich, his wife Dated: 2/4/1988 Recorded: 2119/1988 Liber: 10543 Page: 275 Kathleen Hennessy,being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: KA-leen Hennessy Title Officer Sworn to before me this 27th Jay of October, 2 22 Notary Public CHRISTINE BOYLAN Notary.D11SOt6424544New York Qualified In Suffolk County Commission Explres May 2,20 Page 15 of 16 NEW YORK METRO 800-853-4803 914-997-1698 fax stewart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT WEST Continued: District: 1000 Section: 078.00 Block: 02.00 Lot: 026.000 Lot 10 on Map of West Creek Estates, filed 8/19/1963 as Map No. 3848 5G Grantor: Atilio Zupicich, as sole surviving joint tenant by the entirety Grantee: Marc L. Zupicich and Tonya Hurowitz, as tenants in common (life estate reserved in favor of Atilio Zupicich) Dated: 7/21/2017 Recorded: 11/8/2017 Liber: 12936 Page: 889 LAST RECORD OWNER Kathleen Hennessy, being duly sworn, deposes and says: That s/he is an Officer of Stewart Title Insurance Company. That these are true Chains of Title for the subject premises as shown on the records of the Clerk of the County of Suffolk under the above captioned title number. STEWART TITLE INSURANCE COMPANY By: � bf� K thleen Hennessy Title Officer Sworn to before me this 27� ay of October, 22 tary Public CHRISTINE BOYLAN Notary No.01 B06424544w York Qualified in Suffolk County Commission Expires May 2,20 Page 16 of 16 10/31/24 9`.58 AM (18,648 unread)-david@djcustomhomes.com-Yahoo Mail VZ72 i Attached please find the single and separate search for 910 Glenn. Since your deed STILL has not yet been recorded, the search still shows McNamee (your seller) as owner. So, I've also attached copies of your deed and title insurance policy to prove that you are the owner. I even threw in the receipt for electronic recording (Simplifile) for good measure. I'm sure DOB will accept these as proof of ownership under the ongoing circumstances with the County. Please remit payment for the search directly to Stewart Title and send me a copy of the check for my file. The invoice is page #1 . Of course, any questions, please call. Best, Mike Michael A. Ferruggia Partner A G. BRUNo GERBINO A Soiumxo &TT N - `FRu.,,Tr.D ADVICE fimsov: *f r� SCIL LmoN's. Bruno, Gerbino, Soriano & Aitken, LLP OCT 3 1 2022 445 Broad Hollow Road— Suite 420 To,-- Melville, o,-•.Melville, New York 11747 P: 631.390.0010 x145 F: 631.393.5497 mferruggia@gslaw-ny.com https:Hmail.yahoo.com/d/folders/1/messages/58337?guce_referrer=aHROcHM6LygtYWIsLnRlcmJpZnkuY29tLw&guce_referrer sig=AQAAAIV4XQYG... 1/2 TRUSTEE'S DEED This TRUSTEE'S DEED, dated July 27, 2022, by WILLIAM E.MCNAMEE as Trustee of THE FRANCIS H.MCNAMEE FAMILY TRUST dated June 4,2019,as to his undivided one-half(1/2) interest,and WILLIAM E. MCNAMEE,as Trustee of THE MARIA A.MCNAMEE FAMILY TRUST dated June 4, 2019,as to his undivided one-half(1/2) interest. whose post office address is: 331 McCall Avenue, West Islip,New York, 11795, and FRANCIS H.MCNAMEE and MARIA A.MCNAMEE,whose post office address is: 19 Skipper Drive, West Islip,NY, 11795 hereinafter called the GRANTORS,to ROBERTS PREMIERE DEVELOPMENT,LLC, whose post office address is: 3 Sandie Lane, Manorvil le,New York, 11949 hereinafter called the GRANTEE: (Wherever used herein the terms "Grantor" and "Grantee" include all parties to this instrument and their heirs, legal representatives and assigns) WITNESSETH: That the GRANTOR, for and in consideration of the sum of$620,000.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the GRANTEE, all that certain land situate in Suffolk County,New York, viz: DIST: 1000,SEC: 078.00,BLOCK: 02.00,LOT: 027.000 More commonly known as and located at: 910 Glenn Road, Southold,NY 11971 FRANCIS H. MCNAMEE & MARIA A. MCNAMEE, are signing this deed solely to quitclaim any interest or perceived interest they may have in the real Property based on any perceived ambiguity in the deeds to the trustee, and affirmatively state that they do not believe they retained any such interest, and that it was their intent to convey their entire interest to the above referenced two trusts. Being and intended to be the same premises as described and conveyed to the Grantor by deed dated June 4, 2019, recorded September 3, 2019 in Liber 13026, Page 666. ' SUBJECT TO covenants, conditions, restrictions, reservations, limitations, easements and agreements of record, if any; taxes and assessments and to all applicable zoning ordinances and/or restrictions and prohibitions imposed by governmental authorities, if any. TOGETHER with all the tenements, hereditaments, and appurtenances thereto, belonging or in anywise appertaining. TO HAVE AND TO HOLD,the same, in fee simple forever. AND THE GRANTOR hereby covenants with said GRANTEE that except as above noted, the GRANTOR is lawfully seized of said land in fee simple; that the GRANTOR has good right and lawful authority to sell and convey said land;that the GRANTOR. IN WI S WHEREOF, GRANTOR has signed and sealed these presents the date set forth abov . J WILLIAM E. MCNAMEE, TRUSTEE FRANCIS H. MCNAM E Of the FRANCIS H. MCNAMEE TRUST LLIAM E.MCNAMEE,TRUSTEE MARIA A. MCNAMEE Of the MARIA A. MCNAMEE TRUST STATE OF NEW YORK COUNTY OF SUFFOLK On the 27th day of JULY in the year 2022, before me, the undersigned, a Notary Public in and for said State, personally appeared WILLIAM E. MCNAMEE,FRANCIS H. MCNAMEE and MARIA A. MCNAMEE, personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose name is subscribed to the within instrument and acknowledged to me that they executed the same in their capacity, and that by their signatures on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. r Signature and Office of incTividuallaking acl& ledgment LIBORIA LUDWIG Notary Public-State of New York No. 01 LG'5002941 Qualified in Suffolk County Commission Expires Oct. 13,2022 t Stewart Title Insurance Company Title Number: PM-2412-S SCHEDULE A DESCRIPTION ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING IN SOUTHOLD, IN THE TOWN OF SOUTHOLD'$ SUFFOLK COUNTY, NEW YORK, KNOWN AND DESIGNATED AS LOT NO.111 ON A CERTAIN MAI' ENTITLED. "MAP OFWEST CREEK ESTATES," PROPERTY OF ERNEST.E.AND HAROLD*WILSBERG, SITUATEAT SbUTHOL ., SUFFOLK COUNTY, NEIN YORK; MADEBY OTTO W:VAN TAYI,SURVEY' COMPLETED JANUARY-28, 1963-AND FILED IN,THE SUFFOLK COUNTY-CLERK'S OFFICE ON AUGUST 1911963 AS MAP N0..3848 AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS.FOLLOWS: BEGINNING AT-A POINT ON THE SOUTHERLY SIDE OF GLENN ROAD, DISTANT 884.10 FEET EASTERLY FROM THE CORNER-FORMED BY THE INTERSECTION OF THE - EASTERLY SIDE OF MAIN BAYVIEW ROAD AND THE SOUTHERLY SIDE OF-GLENN ROAD;, RUNNING THENCE EASTERLY AND NORTHEASTERLY ALONG THE SOUTHERLY SIDE OF GLENN ROAD ALONGTHE ARC OF A CURVE HAVING A RADIUS OF 429.83 FEET AND A LE14GTH OF 1®0.00'FEET70 A POINT; THENCE SOUTH 2 DEGREES 47 MINUTES 10 SECONDS WEST, 246.34 FEET; THENCE SOUTH 78 DEGREES 05 MINUTES 40 SECONDS WEST, 110.00 FEET; THENCE NORTH 62 DEGREES 45 MINUTES 40 SECONDS-WEST, 28.81 FEET; THENCE NORTH 10 DEGREES.28 MINUTES 42 SECONDS EAST, 262.33 FEET TO THE SOUTHERLY SIDE OF GLENN ROAD,THE POINT OR PLACE OF BEGINNING. 1 � FIDUCIARY DEED WILLIAM E. MCNAMEE as Trustee of THE FRANCIS H. MCNAMEE FAMILY TRUST dated June 4, 2019, as to his undivided one-half(1/2) interest, and WILLIAM E. MCNAMEE, as Trustee of THE MARIA A. MCNAMEE FAMILY TRUST dated June 4, 2019, as to his undivided one-half(1/2) interest. i and FRANCIS H. MCNAMEE and MARIA A. MCNAMEE To ROBERTS PREMIERE DEVELOPMENT,LLC DISTRICT: 1000 SECTION: 078.000 BLOCK: 02.00 LOT: 027.000 Prepared by: Record and Return to: Campasano Law PC rT�/Tirl�oal RoR4ggia, sq- 248 Higbie Lane 1Iellew Read, Suit. A 0 West Islip, NY 11795 -Melville,NY t ,74 q (631) 242-1888 Dla&,� y1�,t�77 1 f ewaA V MY OWNER'S POLICY C OC TITLE INSURANCE ISSUED BY STEWART TITLE INSURANCE COMPANY Any notice of claim and any other notice or statement in writing required to be given the Company under this Policy must be given to the Company at the address shown in Section 1a of the Conditions. COVERED RISKS SUBJECT TO THE EXCLUSIONS FROM COVERAGE,THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS, STEWART TITLE INSURANCE COMPANY, a New York corporation, (the"Company")insures, as of Date of Policy and, to the extent stated in Covered Risks 9 and 14,after Date of Policy,against loss or damage,not exceeding the Amount of Insurance,sustained or incurred by the insured by reason of: 1. Title being vested other than as stated in Schedule A. 2. Any defect In or lien or encumbrance on the Title. This Covered Risk includes but is not limited to insurance against loss from (a) A defect in the Title caused by (I) forgery,fraud,undue influence,duress,incompetency,incapacity,or impersonation; (ti) failure of any person or Entity to have authorized a transfer or conveyance; (iii) a document affecting Title not properly created,executed,witnessed,sealed,acknowledged,notarized,or delivered; (iv) failure to perform those acts necessary to create a document by electronic means authorized by law; (v) a document executed under a falsified,expired,or otherwise invalid power of attorney (vi) a document not properly filed, recorded, or indexed In the Public Records including failure to perform those acts by electronic means authorized by law;or (vii) a defective judicial or administrative proceeding. (b) The lien of real estate taxes or assessments imposed on the Title by a governmental authority due or payable,but unpaid. (c) Any encroachment, encumbrance, violation,variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term"encroachment"includes encroachments of existing improvements located on the Land onto adjoining land,and encroachments onto the Land of existing improvements located on adjoining land. 3. Unmarketable Title. 4. No right of access to and from the Land. 5. The violation or enforcement of any law, ordinance, permit. or governmental regulation (including those relating to building and zoning) restricting, regulating,prohibiting,or relating to (a) the occupancy,use,or enjoyment of the Land; (b) the character,dimensions,or location of any improvement erected on the Land; (c) the subdivision of land;or (d) environmental protection if a notice,describing any part of the Land,is recorded in the Public Records setting forth the violation or intention to enforce,but only to the extent of the violation or enforcement referred to in that notice. 6. An enforcement action based on the exercise of a governmental police power not covered by Covered Risk 5 if a notice of the enforcement action, describing any part of the Land,is recorded in the Public Records,but only to the extent of the enforcement referred to in that notice. 7. The exercise of the rights of eminent domain if a notice of the exercise,describing any part of the Land,is recorded in the Public Records. 8. Any taking by a governmental body that has occurred and is binding on the rights of a purchaser for value without Knowledge. Countersigned by; John G=rates President and General Counsel Authorized Countersignature ;�G1987��. 3� YOd`4�� o � /•: f j o PRIME MERIDIAN ABSTRACT INC. Company Name 63 Sagebush Lane avid Hisey Islandia,NY 11749 Secretary City,State For coverage information or assistance resolving a complaint, call (800) 433.0014 or visit www.eteylart.comfneyvorlc, To make a claim, furnish written notice in accordance with Section 3 of the Conditions. File Number.PM-2412-S 8911 ALTA Owner's Policy(06/17/06) (page I for Policy dumber:0-0000505725758 Anent 10: 322708 Stewart Title Insurance Company AMERICAN LAND TITLE ASSOCIATION OWNERS POLICY(6-17-20o6) WITH TIRSA NEW YORK COVERAGE ENDORSEMENT APPENDED SCHEDULE A Policy No. 0-0000-505725758 Title Number Effective Date Amount of Insurance PM-2412-5 7/27/2022 $620,000.00 1. Name of Insured: Roberts Premiere Development, LLC 2. The estate or interest in the land that is covered by this policy isa Fee Simple 3. Title is vested by: Roberts Premiere Development, LLC who acquired title by deed from Francis H. McNamee, Maria A. McNamee and William E. McNamee, as trustee of The Francis H. McNamee Family Trust, as to his undivided one-half (1/2) interest and William E. McNamee, as trustee of The Maria A. McNamee Family Trust, as to her undivided one-half (1/2) interest dated 7/27/2022 and to be duly recorded in the Office of the Clerk of the County of Suffolk. 4. The land referred to in this Policy Is described herein on Schedule A Description of Premises. For Information: Premises known as:910 Glenn Road, Southold, NY 11971 District 1000 Section 078.00 Block 02.00 Lot 027.000 Authorized Signatory Page 1 of 1 SCHEDULE A A.LT.A 2006 OWNERS POLICY TP-SPLAY-201.02 Stewart Title insurance Company Policy No. 0-0000-505725758 Title No. PM-2412-S SCHEDULE A DESCRIPTION OF PREMISES ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING IN SOUTHOLD, IN THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEIN YORK, KNOWN AND DESIGNATED AS LOT NO. 11 ON A CERTAIN MAP ENTITLED. "MAP OF WEST CREEK ESTATES," PROPERTY OF ERNEST E. AND HAROLD W.WILSBERG, SITUATE AT SOUTHOLD, SUFFOLK COUNTY, NEIN!YORK, MADE BY OTTO W.VAN TAYI, SURVEY COMPLETED JANUARY 28, 1963 AND FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON AUGUST 19,1963 AS MAP N0. 3848 AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERLY SIDE OF GLENN ROAD, DISTANT 884.10 FEET EASTERLY FROM THE CORNER FORMED BY THE INTERSECTION OF THE EASTERLY SIDE OF MAIN BAYVIEW ROAD AND THE SOUTHERLY SIDE OF GLENN ROAD; RUNNING THENCE EASTERLY AND NORTHEASTERLY ALONG THE SOUTHERLY SIDE OF GLENN ROAD ALONG THE ARC OF A CURVE HAVING A RADIUS OF 129.83 FEET AND A LENGTH OF 100.00 FEES'TO A POINT; THENCE SOUTH 2 DEGREES 47 MINUTES 10 SECONDS WEST, 246.34 FEET; THENCE SOUTH 78 DEGREES 05 MINUTES 40 SECONDS WEST, 110.00 FEET; THENCE NORTH 62 DEGREES 45 MINUTES 40 SECONDS WEST, 28.81 FEET; THENCE NORTH 10 DEGREES 28 MINUTES 42 SECONDS EAST, 262.33 FEET TO THE SOUTHERLY SIDE OF GLENN ROAD,THE POINT OR PLACE OF BEGINNING. Page I of b SCHEDULE A—Description of Premises A.L.T.A 2006 OWNERS POLICY TP-SPLAY-299.02 Stewart Title ensuranae company Policy No. 0-0000-505725758 Title No. PM-2412-S SCHEDULES Showing defects, liens,encumbrances and Cather matters against which the Company does not, by this Policy, insure: 1. Rights of tenants and/or persons in possession. 2. Covenants, conditions, easements, leases, agreements of record, if any 1. Covenants& Restrictions in Liber 6139 Page 127—copy herein; 2. Declaration of Covenants & Restrictions in Liber 5520 Page 315 amended by Liber 6081 Page 304 & Liber 8916 Page 251 —copies herein; 3. Assignment of Declaration of Covenants& Restrictions in Liber 10864 Page 169—copy herein; 4. Declaration in Liber 11217 Page 49—copy herein; 5. Memorandum of Agreement in Liber 5452 Page 182; 6. Boundary Line Agreement in Liber 5286 Page 567—copy herein; 7. Electric Easement in Liber 5532 page 489—copy herein; 8. Telephone Agreement in Liber 6256 Page 468—copy herein; 9. Drainage Easement in Liber 7629 Page 164 -copy herein; 10. Private Well Covenants in Liber 11733 Page 826. 3. Property is being assessed as vacant land. Company excepts any additional taxes that may be due, owing or assessed as the result of improvements that have been made or added. 4. Subject to riparian rights and easements of others to West Creels however,the policy does not insure any riparian rights or easements in favor of the owner of the premises herein. herein are not insured. S. No title is insured to any portion of the premises described in Schedule A which lies beneath the waters of West Creek. 6. No portion of the within described premises lying below high water mark of West Creek will be insured. 7. The area on the survey as"wet lands" is subject to the New York Vidal Wet Lands Act and the use thereof must be approved by the Department of Environmental Conservation of the State of New York. Page 1 of 2 SCHEDULE B A.L.T.R,2006 OWNERS POLICY TP-SPLAY-202.02 Stewart Title insurance Company Policy No. 0-0000-505725758 Title No. PM-2412-S SCHEDULES 8. Survey made by Peconic Surveyors, P.C. dated 612/2022 shows vacant land with proposed improvement locations. Actual locations are not insured. No encroachments or variations except as follows: 1. Side yard setback affects part of easterly 20 feet of premises; 2. Belgian block curbing runs along part of easterly record line; 3. Deer fence encroaches an undisclosed distance over easterly line onto the premises; 4. Wetlands setback Imes affect southerly 75 feet and 100 feet of premises; 5. 10 foot non disturbance non turf buffer, timber retaining wall, wood catwalk and bulkhead all affect southerly portion of premises; 6. Southerly portion of premises extends into West Creek. No portion of premises located south of the mean high water fine of West Creek is not insured; 7. Side yard setback affects part of westerly 15 feet of premises; 8. Front yard setback affects northerly 40 feet of premises; 9. Proposed water service piping runs from Glenn Road to northerly side of proposed dwelling; 10. Proposed driveway extends from proposed dwelling to Glenn Road. Page 2 of 2 A.L.T.A 2006 OWNERS POLICY TP-SPLAY-202.02 Stewart Title Insurance Company Poky No. 0-0000-505725758 Title No. PM-2412-S SCHEDULES—P ART U In addition to the matters set forth in Schedule B,the title to the estate or interest in the land described or referred to in Schedule A is subject to the following matters, if any be shown, but the Company,insures that these matters are subordinate to the lien of charge of the insured mortgage upon the estate or interest:: 1. NONE. Fuge I of I SCHEDULE B-00 lA.L.TJA 2006 LOAN POLICY TP-SPLAY-198.02 STANDARD NEW YORK ENDORSEMENT (OWNER'S POLICY) Attached to and made a part of Policy Number 0-0000-505725758 1. The following is added as a Covered Risk: 11. Any statutory lien arising under Article 2 of the New York Lien Law for services, labor or materials furnished prior to the date hereof, and which has now gained or which may hereafter gain priority over the estate or interest of the insured as shown in Schedule A of this policy." 2. Exclusion Number 5 is deleted, and the following is substituted: 5. Any lien on the Title for real estate taxes,assessments,water charges or sewer rents imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as Shown in Schedule A. This endorsement is issued as part of the policy. Except as it expressly states, it does not(i)modify any of the terms and provisions of the policy, (ii)modify any prior endorsements, (iii)extend the Date of Policy,or(iv)Increase the Amount of Insurance. To the extent a provision of the policy or a previous endorsement is inconsistent with an express provision of this endorsement,this endorsement controls. Otherwise,this endorsement is subject to all of the terms and provisions of the policy and of any prior endorsements. Countersigned By: C'XI Date: 7/27/2022 ' Xident 1987 11,C2John FratesAgency Name address & ID Number: �? 1j�s and General Counsel Prime Meridian Abstract, Inc. , .1 63 Sagebrush Lane Islandia, NY 11749 Danise'„4raux Title No. PM-2412-S Secretary Standard New York Endorsement(71112012)For use with ALTA Owner's Policy Page 1 of 1 TP-END-214-20191112-145905 (6117/2006) COVERED RISKS-Continued 9. Title being vested other than as stated in Schedule A or being defective (a) as a result of the avoidance in whole or in part,or from a court order providing an alternative remedy,of a transfer of all or any part of the title to or any interest in the Land occurring prior to the transaction vesting Title as shown in Schedule A because that prior transfer constituted a fraudulent or preferential transfer under federal bankruptcy,state insolvency,or similar creditors'rights laws;or (b) because the instrument of transfer vesting Title as shown in Schedule A constitutes a preferential transfer under federal bankruptcy, state insolvency,or similar creditors'rights laws by reason of the failure of its recording in the Public Records (i) to be timely,or (ii) to impart notice of its existence to a purchaser for value or to a judgment or lien creditor. 10. Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The Company will also pay the costs,attorneys'fees,and expenses incurred in defense of any matter insured against by this Policy, but only to the extent provided in the Conditions. EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys'fees, or expenses that arise by reason of: 1. (a) Any law,ordinance,permit,or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting,or relating to (i) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (III) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws, ordinances,or governmental regulations. This Exclusion 1(a)does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded in the Public Records at Date of Policy,but Known to the Insured Claimant and not disclosed in writing tD the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 9 and 10);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim,by reason of the operation of federal bankruptcy, state insolvency, or similar creditors'rights laws,that the transaction vesting the Title as shown in Schedule A,is (a) a fraudulent conveyance or fraudulent transfer;or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. CONDITIONS 1. DEFINITION OF TERMS The following terms when used In this policy mean: (a) "Amount of Insurance": The amount stated in Schedule A,as may be increased or decreased by endorsement to this policy,increased by Section 8(b),or decreased by Sections 10 and 11 of these Conditions. (b) "Date of Policy": The date designated as"Date of Policy"in Schedule A. (c) "Entity": A corporation,partnership,trust,limited liability company,or other similar legal entity. (d) "Insured": The Insured named in Schedule A. (i) The term"Insured"also includes (A) successors to the Title of the Insured by operation of law as distinguished from purchase,including heirs,devisees,survivors,personal representatives,or next of kin; (B) successors to an Insured by dissolution,merger,consolidation,distribution,or reorganization; (C) successors to an Insured by its conversion to another kind of Entity; (D) a grantee of an Insured under a deed delivered without payment of actual valuable consideration conveying the Title (1) if the stock,shares,memberships,or other equity interests of the grantee are wholly-owned by the named Insured, (2) if the grantee wholly owns the named Insured, (3) if the grantee is wholly-owned by an affiliated Entity of the named Insured,provided the affiliated Entity and the named Insured are both wholly-owned by the same person or Entity,or (4) If the grantee is a trustee or beneficiary of a trust created by a written instrument established by the Insured named in Schedule A for estate planning purposes. (ii) With regard to (A), (B), (C), and (D) reserving, however, all rights and defenses as to any successor that the Company would have had against any predecessor Insured. (e) "Insured Claimant": An Insured claiming loss or damage. (f) "Knowledge"or"Known": Actual knowledge, not constructive knowledge or notice that may be imputed to an Insured by reason of the Public Records or any other records that impart constructive notice of matters affecting the Title. (g) "Land": The land described in Schedule A,and affixed improvements that by law constitute real property. The term"Land"does not include any property beyond the lines of the area described In Schedule A,nor any right,title,interest,estate,or easement in abutting streets,roads,avenues, alleys,lanes,ways,or waterways,but this does not modify or limit the extent that a right of access to and from the Land is insured by this policy. (h) "Mortgage": Mortgage,deed of trust,trust deed,or other security instrument,including one evidenced by electronic means authorized by law. (i) "Public Records": Records established under state statutes at Date of Policy for the purpose of imparting constructive notice of matters relating to File Number:PM-2412S 8911 ALTA Owner's Policy(05/17106 Page 2 for Policy Number;0-0000505725758 Agent 10: 322708 real property to purchasers for value and without Knowledge. With respect to Covered Risk 5(d),"Public Records"shall also include environmental protection liens filed in the records of the clerk of the United States District Court for the district where the Land is located. (j) 'Title": The estate or interest described in Schedule A. (k) "Unmarketable Title":Title affected by an alleged or apparent matter that would permit a prospective purchaser or lessee of the Title or lender on the Title to be released from the obligation to purchase,lease,or lend if there is a contractual condition requiring the delivery of marketable title. 2. CONTINUATION OF INSURANCE The coverage of this policy shall continue in force as of Date of Policy in favor of an Insured,but only so long as the Insured retains an estate or interest in the Land,or holds an obligation secured by a purchase money Mortgage given by a purchaser from the Insured,or only so long as the Insured shall have liability by reason of warranties in any transfer or conveyance of the Title. This policy shall not continue in force in favor of any purchaser from the Insured of either(i)an estate or interest in the Land,or(ii)an obligation secured by a purchase money Mortgage given to the Insured. 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT The Insured shall notify the Company promptly in writing (i) in case of any litigation as set forth in Section 5(a)of these Conditions, (ii) in case Knowledge shall come to an Insured hereunder of any claim of title or interest that is adverse to the Title, as insured, and that might cause loss or damage for which the Company may be liable by virtue of this policy,or(iii)if the Title,as insured,is rejected as Unmarketable Title. If the Company is prejudiced by the failure of the Insured Claimant to provide prompt notice, the Company's liability to the Insured Claimant under the policy shall be reduced to the extent of the prejudice. 4. PROOF OF LOSS In the event the Company is unable to determine the amount of loss or damage,the Company may,at its option,require as a condition of payment that the Insured Claimant furnish a signed proof of loss. The proof of loss must describe the detect,lien,encumbrance,or other matter insured against by this policy that constitutes the basis of loss or damage and shall state,to the extent possible,the basis of calculating the amount of the loss or damage. 5. DEFENSE AND PROSECUTION OF ACTIONS (a) Upon written request by the Insured, and subject to the options contained in Section 7 of these Conditions,the Company, at Its own cost and without unreasonable delay,shall provide for the defense of an Insured in litigation in which any third party asserts a claim covered by this policy adverse to the Insured. This obligation is limited to only those stated causes of action alleging matters insured against by this policy. The Company shall have the right to select counsel of its choice (subject to the right of the insured to object for reasonable cause)to represent the Insured as to those stated causes of action. It shall not be liable for and will not pay the fees of any other counsel. The Company will not pay any fees,costs,or expenses incurred by the Insured in the defense of those causes of action that allege matters not insured against by this policy. (b) The Company shall have the right,in addition to the options contained in Section 7 of these Conditions,at its own cost,to institute and prosecute any action or proceeding or to do any other act that in its opinion may be necessary or desirable to establish the Title,as insured,or to prevent or reduce loss or damage to the Insured. The Company may take any appropriate action under the terms of this policy,whether or not it shall be liable to the Insured. The exercise of these rights shall not be an admission of liability or waiver of any provision of this policy. If the Company exercises its rights under this subsectlon,it must do so diligently. (c) Whenever the Company brings an action or asserts a defense as required or permitted by this policy,the Company may pursue the litigation to a final determination by a court of competent jurisdiction,and it expressly reserves the right,in its sole discretion,to appeal any adverse judgment or order. 6. DUTY OF INSURED CLAIMANT TO COOPERATE (a) In all cases where this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding and any appeals, the Insured shall secure to the Company the right to so prosecute or provide defense in the action or proceeding, including the right to use,at its option, the name of the Insured for this purpose. Whenever requested by the Company, the Insured, at the Company's expense,shall give the Company all reasonable aid (i) in securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or effecting settlement, and(ii)in any other lawful act that in the opinion of the Company may be necessary or desirable to establish the Title or any other matter as insured. if the Company is prejudiced by the failure of the insured to furnish the required cooperation,the Company's obligations to the Insured under the policy shall terminate,including any liability or obligation to defend,prosecute,or continue any litigation,with regard to the matter or matters requiring such cooperation. (b) The Company may reasonably require the Insured Claimant to submit to examination under oath by any authorized representative of the Company and to produce for examination, inspection, and copying, at such reasonable times and places as may be designated by the authorized representative of the Company, all records, in whatever medium maintained, including books, ledgers, checks, memoranda, correspondence, reports, e-mails, disks, tapes,and videos whether bearing a date before or after Date of Policy,that reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Insured Claimant shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect, and copy all of these records in the custody or control of a third party that reasonably pertain to the loss or damage. All information designated as confidential by the Insured Claimant provided to the Company pursuant to this Section shall not be disclosed to others unless,in the reasonable judgment of the Company,it is necessary in the administration of the claim. Failure of the Insured Claimant to submit for examination under oath,produce any reasonably requested information,or grant permission to secure reasonably necessary information from third parties as required in this subsection, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this policy as to that claim. 7. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS:TERMINATION OF LIABILITY In case of a claim under this policy,the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Insurance. To pay or tender payment of the Amount of insurance under this policy together with any costs,ariomeys'fees,and expenses incurred by the insured Claimant that were authorized by the Company up to the time of payment or tender of payment and that the Company is obligated to pay. Upon the exercise by the Company of this option,all liability and obligations of the Company to the Insured under this policy,other than to make the payment required in this subsection, shall terminate, including any liability or obligation to defend,prosecute,or continue any litigation. (b) To Pay or Otherwise Settle With Parties Other Than the Insured or With the Insured Claimant, (i) To pay.or otherwise settle with other parties for or in the name of an Insured Claimant any claim insured against under this policy. In addition, the Company will pay any costs,attorneys'fees,and expenses incurred by the Insured Claimant that were authorized by the Company tip to the time of payment and that the Company is obligated to pay;or (ii) To pay or otherwise settle with the Insured Claimant the loss or damage provided for under this policy,together with any costs,attorneys'fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay. Upon the exercise by the Company of either of the options provided for in subsections(b)(i)or(ll),the Company's obligations to the Insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate, including any liability or obligation to defend,prosecute,or continue any litigation. S. DETERMINATION AMD EXTENT OF LIABILITY This policy is a contract of indemnity against actual monetary loss or damage sustained or incurred by the Insured Claimant who has suffered loss or File Number.PM-2412-S 8911 ALTA Owner's Policy(06117106) Page 3 for Policy Plumber-0-0000505725758 Agent BD: 322708 damage by reason of matters insured against by this policy. (a) The extent of liability of the Company for loss or damage under this policy shall not exceed the lesser of (1) the Amount of Insurance;or (it) the difference between the value of the Title as insured and the value of the Title subject to the risk insured against by this policy. (b) If the Company pursues its rights under Section 5 of these Conditions and is unsuccessful in establishing the Title,as insured, (i) the Amount of Insurance shall be increased by 10%,and (ii) the Insured Claimant shall have the right to have the loss or damage determined either as of the date the claim was made by the Insured Claimant or as of the date it is settled and paid. (c) in addition to the extent of liability under(a)and(b),the Company will also pay those costs,attorneys'fees,and expenses incurred in accordance with Sections 5 and 7 of these Conditions. 9. LIMITATION OF LIABILITY (a) If the Company establishes the Title,or removes the alleged defect,lien,or encumbrance,or cures the lack of a right of access to or from the Land, or cures the claim of Unmarketable Title,all as insured,in a reasonably diligent manner by any method,including litigation and the completion of any appeals,it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused to the Insured. (b) In the event of any litigation, including litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals, adverse to the Title, as insured. (c) The Company shall not be liable for loss or damage to the Insured for liability voluntarily assumed by the Insured in settling any claim or suit without the prior written consent of the Company. 10. REDUCTION OF INSURANCE;REDUCTION OR TERMINATION OF LIABILITY All payments under this policy,except payments made for costs,attorneys'fees,and expenses,shall reduce the Amount of Insurance by the amount of the payment. 11. LIABILITY NONCUMULATIVE The Amount of Insurance shall be reduced by any amount the Company pays under any policy insuring a Mortgage to which exception is taken in Schedule B or to which the Insured has agreed, assumed,or taken subject, or which is executed by an insured after Date of Policy and which is a charge or lien on the Title,and the amount so paid shall be deemed a payment to the Insured under this policy. 12. PAYMENT OF LOSS When liability and the extent of loss or damage have been definitely fired in accordance with these Conditions, the payment shall be made within 30 days. 13. RIGHTS OF RECOVERY UPON PAYMENT OR SETTLEMENT (a) Whenever the Company shall have settled and paid a claim under this policy, it shall be subrogated and entitled to the rights of the insured Claimant in the Title and all other rights and remedies in respect to the claim that the Insured Claimant has against any person or property,to the extent of the amount of any loss,costs,attomeys'fees,and expenses paid by the Company. If requested by the Company,the Insured Claimant shall execute documents to evidence the transfer to the Company of these rights and remedies. The Insured Claimant shall permit the Company to sue, compromise, or settle in the name of the Insured Claimant and to use the name of the Insured Claimant In any transaction or litigation involving these-rights and remedies. If a payment on account of a claim does not fully cover the loss of the insured Claimant,the Company shall defer the exercise of its right to recover until after the Insured Claimant shall have recovered its loss. (b) The Company's right of subrogation includes the rights of the Insured to indemnities, guaranties, other policies of insurance, or bonds, notwithstanding any terms or conditions contained in those instruments that address subrogation rights. 14. ARBITRATION Either the Company or the Insured may demand that the claim or controversy shall be submitted to arbitration pursuant to the Title insurance Arbitration Rules of the American Land Title Association ("Rules"). Except as provided in the Rules, there shall be no joinder or consolidation with claims or controversies of other persons. Arbitrable matters may include,but are not limited to,any controversy or claim between the Company and the Insured arising out of or relating to this policy,any service in connection with its issuance or the breach of a policy provision,or to any other controversy or claim arising out of the transaction giving rise to this policy. All arbitrable matters when the Amount of Insurance is$2,000,000 or less shall be arbitrated at the option of either the Company or the Insured. All arbitrable matters when the Amount of Insurance is in excess of$2,000.000 shall be arbitrated only when agreed to by both the Company and the Insured. Arbitration pursuant to this policy and under the Rules shall be binding upon the parties. Judgment upon the award rendered by the Arbitrator(s)may be entered in any court of competent jurisdiction. 15. LIABILITY LIMITED TO THIS POLICY;POLICY ENTIRE CONTRACT (a) This policy together with all endorsements, if any, attached to it by the Company is the entire policy and contract between the Insured and the Company. In interpreting any provision of this policy,this policy shall be construed as a whole. (b) Any claim of loss or damage that arises out of the status of the Title or by any action asserting such claim shall be restricted to this policy. (e) Any amendment of or endorsement to this policy must be in writing and authenticated by an authorized person, or expressly incorporated by Schedule A of this policy. (d) Each endorsement to this policy issued at any time is made a part of this policy and is subject to all of its terms and provisions. Except as the endorsement expressly states,it does not(I)modify any of the terms and provisions of the policy,(ii)modify any prior endorsement,(iii)extend the Date of Policy,or(iv)increase the Amount of Insurance. 16. SEVERABILITY In the event any provision of this policy, in whole or in part, Is held invalid or unenforceable under applicable law, the policy shall be deemed not to include that provision or such part held to be invalid,but all other provisions shall remain in full force and effect. 17. CHOICE OF LAW;FORUM (a) Choice of Law: The Insured acknowledges the Company has underwritten the risks covered by this policy and determined the premium charged therefore in reliance upon the law affecting interests in real property and applicable to the interpretation,rights,remedies,or enforcement of policies of title insurance of the jurisdiction where the Land is located. Therefore,the court or an arbitrator shall apply the law of the jurisdiction where the Land is located to determine the validity of claims against the Title that are adverse to the Insured and to interpret and enforce the terms of this policy. In neither case shall the court or arbitrator apply its conflicts of law principles to determine the applicable law. (b) Choice of Forum: Any litigation or other proceeding brought by the Insured against the Company must be filed only in a state or federal court within the United States of America or its territories having appropriate jurisdiction. 18. NOTICES,WHERE SENT Any notice of claim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at Claims Department at 2 Grand Central Tower,140 East 451h Street,331^Floor,New York,NY 10017. File Number:PM-2412-S 8911 ALTA Owner's Poflcy(06117/06) Page 4 for Policy Number:0-0000505725758 Agent 11D: 322708 Package Details Search for packages q Packages * 9 Package Name PM-2412-S Package Status Ready DETAILS Recipient Suffolk Cou-!21y,-VY Submitter Prime Meridian Abst... HISTORY Average Turnaround Time 37 days-49 days Created By Tricia Canavan MESSAGES Last Modified By Tricia Canavan DocumentsSubmit Actions... — ❑ Name Status Actions pocum -1 4 pages ❑ :DEED Ready n $ TP584 RP5217 CPF $13,905.00 Add another document: Select document type... r r.tIl ac'r`.a r•v y - ---- ---- --• ---------• _.-. .-� Estimated Fees c. Fee Description Amount Payment Account Recording Fees $525.00 TD Bank(4692)Recording(ACH Taxes $13,380.00 TD Bank(4692)Recording(ACH Submission Fees $5.25 TD Bank(4692)Recording(ACH************4... Total $13,910.25 Logout 1/1 ACCO O CERTIFICATE OF LIABILITY INSURANCE °ATE'M"°D°mYY' 11/28/2022 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(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns 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 NAME: Debra ]Ferraro Brazier Insurance Agency PHONE (631)286-1400 aO U , 96311206-1406 1745 Montauk HighwayAD0 :brazier-debra@optonline.not (NSU 8 AFFORDING COVERAGE NAIC 0 Heliport NY 11713 INBURERA:Evanston Insurance cwwany INSURED INsURERB:Ate sit cialt Insurance Company DJ Custom Homes Corp. INSURER C: 3 Sandie Lane INSURERO• INSURER E Manorville NY 11949 INSURER F: COVERAGES CERTIFICATE NUMBER:CL22112821124 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 INSURANCEADDL POLICY EFF POLICY EXP LTR POLICYNUMIBER muia mma LIMITS X COMMERCIAL GENERALUABILITY EACH OCCURRENCE S 2,000,000 A CLAIMS-IAADEa OCCUR PREMISES CIA occurmnool $ 500,000 X b2MV1PBC002964 10/24/2022 10/24/2023 M;E EXP wy.Pew) $ 10,000 PERSONAL 6 ADV INJURY $ 2,000,000 GENLAGGREGATELIMITAPPLIESPER GENERAL AGGREGATE $ 4,000,000 X POLICY a JEcT F LOC PRODUCTS-COMPIOPAGG $ 4,000,000 OTHER S AUTOMOBILE LIABILITY COMBBIINdEDISINGLE LIMIT $ ANYALITO BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per aocidenq S NON-OWNED PROPERTY DAMAGE S HIRED AUTOSAUTOS araeeldent S X UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 1,000,000 H EXCESS UAB HCLAIMS-MADE, AGGREGATE S 1,000 000 DED RETENTION$ 01-P-XL-V70001363-0 10/24/2022 10/24/2023 S WORKERS CON(PENSA7ION OR AND EMPLOYERS'LIABILITY Y I N 4 ANY PROPRIETORIPARTNERIEXECUTiVE ❑NIA E.L.EACH ACCIDENT S OFFICEILMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addhional Remarks Schedule,may be attached If more space Is required) The certificate holder is additional insured with respect to General Liability coverage. 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 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Kevin Brazier/DEBRA A.00t=d �- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(2omot) N YS I F Now York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) M.; .o A A A A n A 461572203 ,iF ry BRAZIER AGENCY �• 1 �4a 1745 MONTAUK HIGHWAY � • BELLPORT NY"11713 •_��• SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DJ CUSTOM HOMES CORP TOWN OF SOUTHOLD 3 SANDIE LANE 53095 ROUTE 25 MANORVILLE NY 11949 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12366960-9 963849 07/17/2022 TO 07/17/2023 11/28/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2366960-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DAVID ROBERTS VICE PRESIDENT JAMES ROBERTS DJ CUSTOM HOMES CORP THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:411520129 U-26.3 NYSI F Now York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ^AAAAA 461572203 BRAZIER AGENCY 1745 MONTAUK HIGHWAY Q . BELLPORT NY 11713 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DJ CUSTOM HOMES CORP TOWN OF SOUTHOLD 3 SANDIE LANE 53095 ROUTE 25 MANORVILLE NY 11949 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATENUMBER POLICY PERIOD DATE 12366960-9 963849 07/17/2022 TO 07/17/2023 9/15/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2366 960-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IIWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DAVID ROBERTS VICE PRESIDENT JAMES ROBERTS DJ CUSTOM HOMES CORP THE POLICY INCLUDES A-WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND T �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:411520129 U-26.3 NEW Workers'oritc STATE Consation CERTIFICATE OF INSURANCE COVERAGE mpe Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured DJ CUSTOM HOMES CORP 631-9054789 3 SANDIE LANE MANORVILLE,NY 11949 1c.'Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if covorage is specifically limited to certain locations in New York Slate,i.e.,Wrap-Up Policy) 461572203 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of,lnsurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 53095 ROUTE 25 3b.Policy Number of Entity Listed in Box"1 a" DBL571625 SOUTHOLD, NY 11971 3c.Policy effective period 01/01/2022 to 12/31/2023 4. Policy provides the following benefits: A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: a A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law, B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 11/28/2022, By (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Tale .Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and PaidlFamily Leave Benefits Law.It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200,Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4B,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benerifs insurance policies and NYS licensed insurance agents or those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 11111111111111millaiiiiiliiiiiiiiimiiiiilal� YORK workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured DJ CUSTOM HOMES CORP 3 SANDIE LANE MANORVILLE,NY 11949 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 461572203 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"1a" 53095 Route 25 DBL571625 Southold, NY 11971 3c.Policy effective period 01/01/2022 to 12/31/2023 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. F] B.Disability benefits only. R C.Paid family leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 9/15/2022 By �Jw 4� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4B,4C or SS have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form D8-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12.21) 111°��° °���""!"'°1'!"!'°'!"!'!"IIIIII Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in Box 3c,whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder.This Certificate does not amend,extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Famlly Leave benefits policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board,commission oroffice authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article.Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board,commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. OB-120.1 (12-21)Reverse Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder.This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first,two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. 1313-120.1 (12-21)Reverse Jul NUV 2 3 2022 I IIIIII IIID IIIII IIIIIIII 'muoFso�aL® SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 11/10/2022 Number of Pages: 5 At: 11:24:44 AM Receipt Number: 22-0156320 *ELECTRONICALLY RECORDED* Transfer Tax Number: 22-07791 LIBER: D00013177 PAGE: 221 District: Section: Block: Lot: 1000 078.00 02.00 027.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount $620,000. 00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $25.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Mansion Tax $0. 00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5. 00 NO Comm.Pres $10,900. 00 NO Transfer Tax $2,480. 00 NO Transfer Tax Number: 22-07791 Fees. Paid $13,905. 00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County Number of pages 5• 11/10/2022 11:24:44 AM JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00013177 Social Security Numbers P 221 prior to recording. 22-07791 Deed 1 Mortgage Instrument Deed 1 Mortgage Tax Stamp Recording 1 Filing Stamps 31 FEES Page/Filing Fee 25.00 Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 5.00 Sub Total Notation 0.00 Spec./Assit. " or EA-52 17(County) 5.00 Sub Total 55.00 Spec./Add. EA-5217(State) 250.00 TOT.MTG.TAX 200.00 �' Dual Town Dual County — Held Held for Appointment Comm.of Ed. 5. 00 Transfer Tax 2,480.00 Affidavit * Mansion Tax 0.00 The property covered by this mortgage is Certifiers Copy 0.00 or will be improved by a one or two NYS Surcharge 15. 00 470.00 family dwelling only. Sub Total YES or NO Other 525.00 Grand Total If NO,see appropriate tax clause on page# of this instrument. 4 1 Dist. Section Block Lot 5 Community Preservation Fund Real Property 22041319 1000-078.00-02.00-027.000 Consideration Amount $62 0,0 0 0_0 0 Tax Service P r S Agencys D2Q Z CPF Tax'Due $ 10,900.00 Verification Improved 6 Satisfacdons/DischargeslReleases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land x Prime Meridian Abstract, Inc_ TD 10 63 Sagebrush Ln Islandia NY 11749-1726 TD TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Commny Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# S Suffolk Counti Recording & Endorsement Page This page forms part of the attached DEM D made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD In the VILLAGE or HAMLET of BOXES 6 THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. 12-0104_10MI, over If the document you've just recorded is your SATISFACTION OF MORTGAGE,please be aware of the following: If a portion of your monthly mortgage payment included.your property taxes,*you will now need to contact your local Town Tax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 10th and on or before May 31st Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any qaestions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst,N.Y. 11757 Riverhead,N.Y. 11901 (631(957-3004 (631(727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville,N.Y. 11738 Shelter Island,N.Y. 11964 (631(451-9009 (631(749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (631)324-2770 (631(360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington,N.Y. 11743 Southampton,N.Y. 11968 (631)351-3217 (631(283-6514 [slip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street [slip,N.Y. 11751 Southold,N.Y. 11971 (631)224-5580 (631(765-1803 Sincerely, Judith A.Pascale Suffolk County Clerk �z-o�oa..oatoere TRUSTEE'S DEED This TRUSTEE'S DEED,dated July 27,2022,by WILLIAM E.MCNAMEE as Trustee of THE FRANCIS H.MCNAMEE FAMILY TRUST dated June 4,2019,as to his undivided one-half(1/2)interest,and WILLIAM E. MCNAMEE,as Trustee of THE MARIA A.MCNAMEE FAMILY TRUST dated June 4, 2019,as to his undivided one-half(1/2)interest. whose post office address is: 331 McCall Avenue, West Islip,New York, 11795, and FRANCIS H.MCNAMEE and MARIA A.MCNAMEE,whose post office address is: 19 Skipper Drive,West Islip,NY, 11795 hereinafter called the GRANTORS,to ROBERTS PREMIERE DEVELOPMENT,LLC, whose post office address is: 3 Sandie Lane,Manorville,New York, 11949 hereinafter called the GRANTEE: (Wherever used herein the terms "Grantor" and "Grantee" include all parties to this instrument and their heirs, legal representatives and assigns) WITNESSETH: That the GRANTOR, for and in consideration of the sum of$620,000.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants,.bargains, sells, aliens, remises, releases, conveys and confirms unto the GRANTEE, all that certain land situate in Suffolk County,New York,viz: DIST: 1000,SEC: 078.00,BLOCK: 02.00,LOT: 027.000 More commonly known as and located at: 910 Glenn Road, Southold,NY 11971 FRANCIS H. MCNAMEE & MARIA A. MCNAMEE, are signing this deed solely to quitclaim any interest or perceived interest they may have in the real property based on any perceived ambiguity in the deeds to the trustee, and affirmatively state that they do not believe they retained any such interest, and that it was their intent to convey their entire interest to the above referenced two trusts. Being and intended to be the same premises as described and conveyed to the Grantor by deed dated June 4, 2019, recorded September 3, 2019 in Liber 13026,Page 666. SUBJECT TO covenants, conditions, restrictions, reservations, limitations, easements and agreements of record, if any; taxes and assessments and to all applicable zoning ordinances and/or restrictions and prohibitions imposed by governmental authorities, if any. TOGETHER with all the tenements, hereditaments, and appurtenances thereto, belonging or in anywise appertaining. TO HAVE AND TO HOLD,the same, in fee simple forever. AND THE GRANTOR hereby covenants with said GRANTEE that except as above noted, the GRANTOR is lawfully seized of said land in fee simple; that the GRANTOR has good right and lawful authority to sell and convey said land;that the GRANTOR. IN WF-, ' .S WHEREOF, GRANTOR has signed and sealed these presents the date set forth abov. . ,! WILLIA\M E.MCNAMEE,TRUSTEE FRANCIS 1-1. MCNAMEE Of the FRANCIS H.MCNAMEE TRUST t J 'ILI,IAM E. MCNAMEE,TRUSTEE MARIA A. MCNAMEE Of the MARIA A.MCNAMEE'TRUST STATE OF NEW YORK COUNTY OF SUFFOLK On the 27th day of JULY in the year 2022, before me,the undersigned, a Notary Public in and for said State,personally appeared WILLIAM E. MCNAMEE, FRANCIS H. MCNAMEE and MARIA A. MCNAMEE, personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose name is subscribed to the within instrument and acknowledged to me that they executed the same in their capacity, and that by their signatures on the instrument,the individual, or the person upon behalf of which the individual acted, executed the instrument. Signature and Office of in ividuat along acl�tv`o��ledgment LIBORIA LUDWIG Notary Public-State of New York No. 01 LUQ 5002941 Qualified in Suffolk County Commission Expires Oct. 13,2022 Stewart Title Insurance Company Title Number: PM-2412-S SCHEDULE A DESCRIPTION ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND,SITUATE, LYING AND BEING IN SOUTHOLD, IN THE TOWN OF SOUTHOLD', SUFFOLK COUNTY, NEW YORK, KNOWN AND DESIGNATED AS LOT N.O.'11 ON A CERTAIN'MAP ENTITLED. "MAP OF WEST CREEK ESTATES," PROPERTY OF ERNEST.E.AND HAROLD:W.WILSBERG,-SITUATE AT SOUTHOLD,SUFFOLK COUNTY, NEW YORK, MADE.;BY OTTO W.VAN TAYI,SURVEY• COMPLETED JANOARY-29, 1963 AND-FILED IN.THE SUFFOLK COUNTYCLERK'S OFFICE ON AUGUST 191963 AS MAP N0..3848 AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING ATA POINT ON THE-SOUTHERLY SIDE OF GLENN ROAD, DISTANT 884.10 FEET EASTERLY FROM THE CORNER.FORMED BY THE INTERSECTION OF THE EASTERLY SIDE OF MAIN BAYVIEW ROAD AND THE SOUTHERLY SIDE OF GLENN ROAD;. RUNNING THENCE EASTERLY AND NORTHEASTERLY ALONG THE SOUTHERLY SIDE OF GLENN ROAD ALONG THE ARC OF A CURVE HAVING A RADIUS OF 429.83 FEET AND A LENGTH'OF 100.00 FEET•TO A POINT; THENCE SOUTH 2 DEGREES 47 MINUTES 10 SECONDS WEST,246.34 FEET; THENCE SOUTH 78 DEGREES 05 MINUTES 40 SECONDS WEST, 110.00 FEET; THENCE NORTH 62 DEGREES 45 MINUTES 40 SECONDS-WEST,28.81 FEET; THENCE NORTH 10 DEGREES 28 MINUTES 42 SECONDS EAST, 262.33 FEET TO THE SOUTHERLY SIDE OF GLENN ROAD,THE POINT OR PLACE OF BEGINNING. FIDUCIARY DEED WILLIAM E. MCNAMEE as Trustee of THE FRANCIS H. MCNAMEE FAMILY TRUST dated June 4, 2019, as to his undivided one-half(1/2) interest, and WILLIAM E. MCNAMEE, as Trustee of THE MARIA A. MCNAMEE FAMILY TRUST dated June 4, 2019, as to his undivided one-half(1/2) interest. and FRANCIS H. MCNAMEE and MARIA A. MCNAMEE To ROBERTS PREMIERE DEVELOPMENT,LLC DISTRICT: 1000 SECTION: 078.000 BLOCK: 02.00 LOT: 027.000 Prepared by: Record and Return to: r Campasano Law PC I -, 248 Higbie Lane eQ 4 c llrwad H.ellew Read, "20 , Suite T4 West Islip,NY 11795 -MeMlle,NT 41747 (631) 242-1888 Da,&,� 0 Q„" Generated by REScheck-Web Software Compliance Certificate Project 910 Glenn Rd Southold Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,617 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 910 Glenn Rd Southold, NY 11971 910 Glenn Rd Southold, NY 11971 Energy Rating Service Inc Matt Wahl Islip Terrace, NY 11752 631.383.4198 Compliance: m UA traderoff Compliance: 8.9%Better Than Code Maximum UA: 530 Your UA: 483 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. . . . Assembly m . . . Ceiling 1: Cathedral Ceiling 248 38.0 0.0 0.027 0.026 7 6 Ceiling 2: Cathedral Ceiling 318 38.0 0.0 0.027 0.026 9 8 Ceiling 3: Cathedral Ceiling 321 38.0 0.0 0.027 0.026 9 8 Ceiling 4: Cathedral Ceiling 322 38.0 0.0 0.027 0.026 9 8 Ceiling 5: Cathedral Ceiling 333 38.0 0.0 0.027 0.026 9 9 Ceiling 6: Cathedral Ceiling 279 38.0 0.0 0.027 0.026 8 7 Ceiling 7: Cathedral Ceiling 77 38.0 0.0 0.027 0.026 2 2 Ceiling 8: Cathedral Ceiling 1,401 38.0 0.0 0.027 0.026 38 36 Wall 1: Wood Frame, 16" D.C. 112 21.0 0.0 0.057 0.060 5 5 Window 1: Other 24 0.300 0.320 7 8 SHGC: 0.30 Wall 2: Wood Frame, 16"D.C. 112 21.0 0.0 0.057 0.060 6 7 Wall 3: Wood Frame, 16"o.c. 112 21.0 0.0 0.057 0.060 6 7 Wall 4: Wood Frame, 16" o.c. 56 21.0 0.0 0.057 0.060 3 3 Window 2: Other SHGC: 0.30 g 0.300 0.320 3 3 Project Title: 910 Glenn Rd Southold Report date: 07/22/22 Data filename: Page 1 ofll Gross Area Assembly or Cavity Cont. Prop. Req. Prop. Perimeter Wall 5: Wood Frame, 16" o.c. 48 21.0 0.0 0.057 0.060 3 3 Wall 6:Wood Frame, 16"ox. 144 21.0 0.0 0.057 0.060 6 7 Window 3: Other 21 0.300 0.320 6 7 SHGC: 0.30 Window 4: Other 9 0.300 0.320 3 3 SHGC: 0.30 Wall 7:Wood Frame, 16"ox. 152 21.0 0.0 0.057 0.060 9 9 Wall 8: Wood Frame, 16"ox. 168 21.0 0.0 0.057 0.060 10 10 Wall 9:Wood Frame, 16"ox. 96 21.0 0.0 0.057 0.060 4 4 Window 5: Other 30 0.300 0.320 9 10 SHGC: 0.30 Wall 10:Wood Frame, 16" o.c. 136 21.0 0.0 0.057 0.060 8 8 Wall 11: Wood Frame, 16"o.c. 96 21.0 0.0 0.057 0.060 5 6 Wall 12:Wood Frame, 16"ox. 108 21.0 0.0 0.057 0.060 5 5 Window 6: Other 9 0.300 0.320 3 3 SHGC: 0.30 Window 7: Other 9 0.300 0.320 3 3 SHGC: 0.30 Wall 13: Wood Frame, 16"o.c. 207 21.0 0.0 0.057 0.060 12 12 Wall 14: Wood Frame, 16" o.c. 126 21.0 0.0 0.057 0.060 5 5 Window 8: Other 44 0.300 0.320 13 14 SHGC: 0.30 Wall 15: Wood Frame, 16" ox. 72 21.0 0.0 0.057 0.060 4 4 Wall 16: Wood Frame, 16"o.c. 144 21.0 0.0 0.057 0.060 7 8 Window 9: Other 13 0.300 0.320 4 4 SHGC: 0.30 Wall 17: Wood Frame, 16" o.c. 162 21.0 0.0 0.057 0.060 8 8 Window 10: Other 26 0.300 0.320 8 8 SHGC: 0.30 Wall 18: Wood Frame, 16"o.c. 99 21.0 0.0 0.057 0.060 4 5 Window 11: Other 22 0.300 0.320 7 7 SHGC: 0.30 Wall 19: Wood Frame, 16" ox. 72 21.0 0.0 0.057 0.060 4 4 Wall 20: Wood Frame, 16" o.c. 144 21.0 0.0 0.057 0.060 7 7 Door 1: Solid 21 0.290 0.320 6 7 Wall 21:Wood Frame, 16"o.c. 81 21.0 0.0 0.057 0.060 5 5 Wall 22: Wood Frame, 16" o.c. 72 21.0 0.0 0.057 0.060 4 4 Wall 23: Wood Frame, 16" o.c. 189 21.0 0.0 0.057 0.060 6 6 Door 2: Solid 24 0.390 0.320 9 8 Window 12: Other 6 0.300 0.320 2 2 SHGC: 0.30 Window 14: Other it 0.300 0.320 3 4 SHGC: 0.30 Window 13: Other 44 0.300 0.320 13 14 SHGC: 0.30 Wall 24: Wood Frame, 16"ox. 342 21.0 0.0 0.057 0.060 8 9 Door 3: Solid 24 0.390 0.320 9 8 Project Title: 910 Glenn Rd Southold Report date: 07/22/22 Data filename: Page 2 ofll Gross Area Assembly or Cavity Cont. Prop. Req. Prop. Perimeter R-Value R-Value U-Factor LI-Factor UA UA Window 16: Other SHGC: 0.30 13 0.300 0.320 4 4 Window 17: Other SHGC: 0.30 92 0.300 0.320 28 29 Window 15: Other SHGC: 0.30 69 0.300 0.320 21 22 Wall 25: Wood Frame, 16" o.c. 72 21.0 0.0 0.057 0.060 4 4 Wall 26: Wood Frame, 16" o.c. 126 21.0 0.0 0.057 0.060 7 8 Wall 27:Wood Frame, 16" o.c. 70 21.0 0.0 0.057 0.060 4 4 Window 18: Other SHGC: 0.30 6 0.300 0.320 2 2 Wall 28: Wood Frame, 16" o.c. 30 21.0 0.0 0.057 0.060 1 1 Window 19: Other SHGC: 0.30 12 0.300 0.320 4 4 Floor 1:All-Wood J oist/Truss:Over Outside Air 177 38.0 0.0 0.026 0.047 5 8 Floor 2:All-Wood J oist/Truss:Over Outside Air 68 38.0 0.0 0.026 0.047 2 3 Floor 3: All-Wood Joist/Truss:Over Outside Air 79 38.0 0.0 0.026 0.047 2 4 Floor 4:All-Wood J oist/Truss:Over Unconditioned Space 29 34.0 0.0 0.029 0.047 1 1 Floor 5: All-Wood J oist/Truss:Over Unconditioned Space 235 34.0 0.0 0.029 0.047 7 11 Floor 6:All-Wood J oist/Truss:Over Unconditioned Space 238 34.0 0.0 0.029 0.047 7 11 Floor 7:All-Wood J oist/Truss:Over Unconditioned Space 199 34.0 0.0 0.029 0.047 6 9 Floor 8:All-Wood J oist/Truss:Over Unconditioned Space 55 34.0 0.0 0.029 0.047 2 3 Floor 9: All-Wood J oist/Truss:Over Unconditioned Space 147 34.0 0.0 0.029 0.047 4 7 Floor 10:All-Wood Joist/Truss:Over Unconditioned Space 1,010 34.0 0.0 0.029 0.047 29 47 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Matthew Digitally signed by Matthew Wahl V l matthew Wahl, hers rater 2572845 I att eW Wahl" Date:2022.07.22 10:45:56-04'00' Name-Title Signature Date Project Title: 910 Glenn Rd Southold Report date: 07/22/22 Data filename: Page 3 of11 REScheck Software Version REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified & Re .ID # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions 103.1, ;Construction drawings and ;❑Complies Requirement will be met. 103.2 documentation demonstrate a UDoes Not [PRI]1 energy code compliance for the a building envelope.Thermal ;❑Not Observable :envelope represented on ;❑Not Applicable construction documents. 103.1, ;Construction drawings and , ;❑Complies Requirement will be met. 103.2, documentation demonstrate ;❑Does Not 403.7 ;energy code compliance for ;❑Not Observable [PR3]1 lighting and mechanical systems. ; ;❑Not Applicable e ,fl .Systems serving multiple ; pp dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. 302.1, !Heating and cooling equipment is' Heating: Heating: ;❑Complies Requirement will be met. 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr -❑Does Not Cooling:[PR2]2 on loads calculated per ACCA Cooling: Manual J or other methods Btu/hr Btu/hr ❑Not Observable ;approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 910 Glenn Rd Southold Report date: 07/22/22 Data filename: Page 4 of 11 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 'A protective covering is installed to ;❑Complies .Requirement will be met. [F011]z 'protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below ;❑ °grade. Not Observable ❑Not Applicable 403.9 ;Snow-and ice-melting system controls L❑Complies Requirement will be met. [FO12]2 installed. '❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 910 Glenn Rd Southold Report date: 07/22/22 Data filename: Page 5 ofll Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, 'Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 '❑Does Not table for values. [FR1]1 ;❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, 'average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products' f❑Complies Requirement will be met. [FR4]1 Iare determined in accordance E❑Does Not yy� with the NFRC test procedure or j ;taken from the default table. ; ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ;❑Does Not instructions. j❑Not Observable ' ENot Applicable 402.4.3 ;Fenestration that is not site built ;❑Complies Requirement will be met. [FR20]1 ;is listed and labeled as meeting ❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 ,or has infiltration rates per NFRC ;❑Not Observable .400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures; ;[]Complies ;Requirement will be met. [FR16]2 ;sealed at housing/interior finish ❑Does Not and labeled to indicate 552.0 cfm leakage at 75 Pa. ;❑Not Observable i '❑Not Applicable 403.3.1 Supply and return ducts in attics ,❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ , R-6 where < 3 inches. Supply and; ❑Not Observable return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. ; 403.3.2 ;Ducts, air handlers and filter ❑Complies .Requirement will be met. [FR13]1 ;boxes are sealed with I '❑Does Not , , :joints/seams compliant with ;International Mechanical Code or .❑Not Observable International Residential Code, as: ;❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as ;❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not I ' `❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies Requirement will be met. [FR17]2 above 105°F or chilled fluids ,❑Does Not ,S, :below 55 °F are insulated to ?R- 3 ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC I ;❑Complies Requirement will be met. [FR24]1 piping. :❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 ,Hot water pipes are insulated to R- R- ❑Complies ;Requirement will be met. [FR18]2 '>_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 910 Glenn Rd Southold Report date: 07/22/22 Data filename: Page 6 ofll Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Re .ID 403.6 ;Automatic or gravity dampers are; :OComplies Requirement will be met. [FR19]2 I installed on all outdoor air I IE:]Does Not intakes and exhausts. :ONot Observable E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 910 Glenn Rd Southold Report date: 07/22/22 Data filename: Page 7 of11 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303.1 All installed insulation is labeled ;❑Complies Requirement will be met. [IN13]2 :or the installed R-values j❑Does Not provided. " ;[--]Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood '❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel 1❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ;❑Complies Requirement will be met. 402.2.8 'manufacturer's instructions and ;❑Does Not [IN2]1 ;in substantial contact with the ,fir) underside of the subfloor, or floor ❑Not Observable :framing cavity insulation is in ; �❑Not Applicable ;contact with the top side of ; sheathing, or continuous ; insulation is installed on the ;underside of floor framing and extends from the bottom to the ,top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ;❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ;❑ Steel E] Steel ;❑Not Applicable 303.2 Wall insulation is installed per ;❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 910 Glenn Rd Southold Report date: 07/22/22 Data filename: Page 8 ofll Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ;E] Wood ;F-1Wood '❑Does Not table for values. 402.2.2, 402.2.6 ;E] Steel E] Steel ❑Not Observable [Fl1]1 ❑Not Applicable 303.1.1.1, 'Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ;❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent ' ;❑Does Not to soffit and eave vents that extends over insulation. j ❑Not Observable j❑Not Applicable 402.2:4 ;Attic access hatch and door R- R- ❑Complies Requirement will be met. [F13]1 insulation ?R-value of the Z❑Does Not adjacent assembly. ❑Not Observable • ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies 'Requirement will be met. [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 Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 j❑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 handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ' ft2 E2 I❑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 Requirement will be met. [FI24]1 by manufacturer at<=2%of ;❑Does Not design air flow. ❑Not Observable '❑Not Applicable 403.1.1 'Programmable thermostats ❑Complies Requirement will be met. [FI9]2 installed for control of primary .❑Does Not heating and cooling systems and initially set by manufacturer to ;❑Not Observable code specifications. ! ❑Not Applicable 403.1.2 Heat pump thermostat installed ;� !❑Complies ,Requirement will be met. [Fl.10]2 on heat pumps. ;❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 'Circulating service hot water ; I❑Complies Requirement will be met. [FI11]2 !systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable j :❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 910 Glenn Rd Southold Report date: 07/22/22 Data filename: Page 9 of11 Section Plans Verified Field Verified ue Complies? Comments/Assumptions & Req.ID 403.6.1 ',All mechanical ventilation system ; '❑Complies Requirement will be met. [FI25]2 'fans not part of tested and listed :❑Does Not HVAC equipment meet efficacy j and airflow limits per Table :[-]Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. (FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ;[]Not Observable ;temperature based on outdoor I �❑Not Applicable ;temperature. 403.5.1.1 'Heated water circulation systems ; ❑Complies Requirement will be met. [FI28]2 ;have a circulation pump.The :❑Does Not ;system return pipe is a dedicated return pipe or a cold water supply; ❑Not Observable pipe. Gravity and thermos- i ;[:]Not Applicable ;syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the ;occupancy. Controls ;automatically turn off the pump } ,when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems I❑Complies :Requirement will be met. [FI29]2 :comply with IEEE 515.1 or UL ;❑Does Not 515. Controls automatically adjust the energy input to the ; ;❑Not Observable ,heat tracing to maintain the ;❑Not Applicable desired water temperature in the I piping. 403.5.2 !Demand recirculation water ;❑Complies Requirement will be met. [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 'Requirement will be met. [FI31]2 tested in accordance with CSA ![]Does Not B55.1. Potable water-side 1 pressure loss of drain water heat ;[:]Not Observable ;recovery units < 3 psi for ❑Not Applicable individual units connected to one i 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 Requirement will be met. [FI611 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ;❑Complies Requirement will be met. [F123]3 no continuous pilot light. ;❑Does Not ❑Not Observable , ❑Not Applicable 401.3 Compliance certificate posted. ;❑Complies 'Requirement will be met. [FI7]2 I '❑Does Not ❑Not Observable '❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 910 Glenn Rd Southold Report date: 07/22/22 Data filename: Page 10 of11 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 ;mechanical and water heating ❑Does Not systems have been provided. ' ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 910 Glenn Rd Southold Report date: 07/22/22 Data filename: Page 11 ofll • M.$j 4C ALL PLUMBING WASTE &WATER LINES NEED NGBEF0RE COVERING AP ROVED AS NOTED DATE: B.P.# FEE: Y: PLUMBER CERTIFICATION NOTIFY BUILDING DEPARTMENT AT ON LEAD CONTENT BEFOP L- 765-1802 8 AM TO 4. PM FOR THE FOLLOWING,IN CERTIFICAtE OF OCCUPANT.' FOLLOWINGS FOUNDATION - TWO REQUIRED SOLDER-USED IN'WA TER I FOR POURED CONCRETE SUPPLY SYSTEM CANNC- '2. ROUGH - FRAMING & PLUMBING 3. INSULATION EXCEED 2110 OF 1% L EA 4. FINAL - CO1'qS'f P.Ul;7 Ir)N MUST BE COMPLETE ALL CONSTRUC'Tio�: '--:ALL MEET THE ELECTRICAL REQUIREMENTS OF,r THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN-OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DO NOT PROCEED WITH JFRAMING UNTIL SURVEY ,0PF.QUNDATION LOCATION ' _=10 BOARD ;HAS.BEEN.APPROVED. �PI,Y.�. TO TRUSTEES Blower door and ductwork testing required. OCCUPU r%%/i. OR Fire separation 141UNLAWFUL- required as per USE IS - NYS Code WITHOUT CEAT1,F]CA"'! Must provide Manuals OF OCCUPANCY Must J and S as per NYS Energy Code 'RIE'TAN STORM WATER RUNOFF iui exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or OF THE TOWN CODE. repaired shall confom to Chapter 172 of the Town Code ISSUED FOR: DATE DESCRIPTION la^o e7/22/22 DOB SUBMISSION • 8/29/22 DOB SUBMISSION 0 Ila 14, aa� nn PROPOSED LOT CO VERA GE �`,�,T� 1 PROPOSED HOUSE =2,933 sq. Ft. Vj oa , PROPOSED STEPS - 96 Sq. Ft. REVISIONS TOTAL PROPOSF0 COVERAGE=..3029 Sq,Ft. SU1E,.DABLE AREA OF LOT O I '" LANDIVARD OF RETLANDS= 23,133 Sq.Ft. rp•�O J NO. DATE DESCRIPTION 2313,313029= 0.131 or 13.1," ate?(J,Lr .rC' out 0 JUL Y 18, AUGUST AUO"US7' 22, MIN. 4' V.T.R. MIN. 4' V.T.R. I MIN, 4' V.T.R. ® Ilil11111� III® / `t, .- ROOF �; "� NO KELL KITNlN 150' OF" SUBJECT PARCEL I , I a,i unLrTY ��''^^rrpp'' _.. _..,.. ..-_Yy.._.NN ROAD CL.EL 10 I POLE VZ 1� 3!4'HW 3/4'HW 3/414W 1 3/4-CW- 3/4-CW 1 3/4'CW i 4 jC7 / Ali "� I;"i,1 �. fir` 9. Jar $I I " UpLIC WATE I " P Ia ( Epp G.,,,.., ? ? cli a _-r ? 1 a0 ``• ., flNa r _. UTILITY �- - I I 2'V_ 1 I mss 'LL POLE I 2•V , I - , I , 1 I EL. 10.3' taw p29.83 I V --yL��00.0�? 1 1 I I I IEL.. 8,1' NOTE: 5' N:N �I �+ NEW FIXTURES TO COMPLY W/ CODE TEST HOLLI tU"p p- U,� 117 F7 I i BATH I I I REQUIREMENTS FOR CERTIFIED ft. 8.9' �'�,' ,� 6°DIA Lf" 1 I 2'V I 2'V i 1 j i WATER SAVING PLUMBING FIXTURES : . i '�a E �j 2-VI 2'V 1 i , 2'Vi LNDRY 2-VI 2•V I cv t " 1 I I I I ALL PLUMBING WORK SHALL 1, t(�+ a I ' I I I tx ,f ,zv1 L A I I I CONFORM TO IRC PLUMBING CODE PtA POStf1 W W.C. I I I 4 U " "§ k/o £f Ctt I t WASHER I I` J Q ` -,. ( s a:w Z U I I tJ Q ly5•2" �-.,... J 40' fFtoIIT �. ! r p C5 { , 1 I 23.0' +'- f1J A' ! �) v f CJ U Q YAM NSA qtr. . a 2ND FLOOR 1 SHOWER ; 1a # ST. �,, I U o z U I� ! �/ 13.0'Q . ,r: rc' ,/CU rt'E3 U Q II COR ) O 1 2'W 3'S 3,S 2'W I oT' A.a' a.r i 0.2'I^I" tai110 1 I ed 1 3/aHw 1 3/a'Hw mposl:T: 2 STf.* i r'-B Cl1RE1 `': W 3/4IiW ¢'r 4T1'f:rfrW 1Yt� I� (i1 cn 3/4'CW 3/4'CW 3!4'CW 1 j r PP. HSE: .+1245 - — c 2 I I I I No,s are From Pap Of West Creek ' r.' � 22.5' �,1 CURE' ,W�•...�� : � *� U � N • t rl f , OR ! � c3i 1 3 3v j x ates• Filed with the Suffolk Co. Clerk s'w ' IL rp,AAfE � � c� KIN 2.V P a N -- I a a Aug. 19, 1: ,,3, F1ie Na. 3845 ] 23,0 - . _.. -. w 14.ta' .SHED � > _---- am 7 i" - -r— I _ - I '_\ - _ C F'o w I I I I I ') _.- 77 m.�, I I I j I t 110 I I 1 j �`� ( Si CTC I I I I I I I I I I I l w fOrSO "�.,! 1 BATH i I BATH � i I i 'BATH I I --- - ___,._..m.... ,. o I , 1 2'V I 2'V I 2'V I 2'V i i 2'V I 1 2'V I I LNdRY I �.rM R U 2'V I I I I KITCHEN 2'V, 2'V I I 2'V r"+' > 4. RAIN j AV 1 I I N I � V I A I -•.._.x-__-JI P,,,.„._ _ _. •i. �d- I I I I I , PROPOSDA W.C. W.C. I W.C. 6.2� r;> 2,956 x '��" I DW 503142. j WASHER �" c-' `� 1ST FLOOR SHOWER SHOWER Tl� r ti+ curt»art �� G�y�'�► Q LAI LOT 111 ;y t 2'W 31S 2'W 3'S 2'W 2'W 2"W 2'W 3'S 2'W 2'W TO PROPOSED SYSTE O I rl A �• N '9 0 627 10' NON DrSTURBANCF- .1 i In ALL ®�PII 3'W 3'W .,.1 � �i��W NON TURF BUFF.+,R - -,,. SCALE: N.T.S. FE • TC)F' t 1,fi BAJ�1h t _ ' ';•','/. "r aTvp ? i 4.9- THS CERTEES THAT THESE PLANS WERE EL 5 '`' c' '..- 14lHlt ' r� � 77- IT PREPARED UNDER MY DIRECTION AND � SUPERVISION AND TO THE BEST OF MY !T �/� ANr1 KNOWLEDGE, BELIEF AND PROFESSIONAL LA�aD14JaRD EDGE or ' J/' esl,ra'S TLANDS A,, i.F 1+2 � r 'f"t WATloo�I LK JUDGEMENT COMPLY WITH THE LATEST TIDAL h1t l a"``t C,� PROVISIONS OF THE NEW YORK STATE National Flood Hazard Layer FIRMette FF.\4A (Legend ADDERS BrRDIL T ,.- va.l° . _ _ _ ANDERSON, SUI"Fd�C,K .--�' UNIFORM FIRE PREVENTION, BUILDING CODE iZ'Qf 1,M+C'SY qr rAMMwrrrmru-6 Wr rilll an ful tn..ir•aim%mr rimlrr FM6"1'RG+VIVEWAL AND THE NEW YORK STATE ENERGY - .. ,�, ,AUL)'21, ra.. `' E .:;, E VAttou aataFradEsnaxml9rE) 2.012 CONSERVATION CONSTRUCTION CODE. ` .• , ,per F *'� ; , i' w,r wr nrnrl,Yl,a«,t:An a .:e■ Ik e.,., f 'T'w, amu= <T _ Nf2APCAlRidS F■T laa+fl /r 3" , ,r .,f' _` t •' s .e"�v' c; +k: C!S.L„n,e Chner,�md,,,r nr1 Onn, ; DRAWING d 116 emal cnnra Ilwl MCA rwnye .:, , •. _ . RxA °' '° .":R rlw�n; `�J•'- ' Er COVER SHEET �i d■ d `@ .x 1 +rV L+c.,..n.�d Ike d.`. ■" S1 FLAG ��' car, :�.. Anr w!h edonr rb«rtw,i..1� " s �} J(, * . I (� ' v 't CTHERRFrh50F lrrta.Seetlotm.tw, a REBAR ��}�° l�ro r ©� AID mAvnc. W' - Ana vAA tlwd R 4k ds.f.Lm.n..o .• .. teat f s A� . °CIE tAltJI 1\I+Fll,^A:faHA7AP7j 1 r ftZLL - Y T �C } a roxlcY tek:t.tawrtf•axtiRad a 4x. STAKE _ CTt�1{ c'L'Cjo�lxlf`T'1�' t NOV 2 9 2022 f' . . -k ... Jr'+P e. ,�> -... ...; *. ,' 4n yd"R t .._�--' - we.....n.",t ,, 1344 $ I., 4 Kt n'• 0 M[N A�C,RS A.nn n/lln�l.tw•r•J,.A rh+A N4nrr n ..- _._ n A �1 r 1- , I - ...° .ar.. „ . J� ,.�.. TEST HOLE " I.QT 9' •\ p of �;�3f� gy py �• ,.. .r / PIPE :'"LltaC l� 1 1 C0 1 Tem p� Iv UE 7. ty nr �^ w1 i t 6 1 �4 Q. TGt"w SITE PLAN I �. Ldl G p t .s`• a r/ ,: - Cterinei"a:llvat ar Stortr .ewe• SUBJECT r "i.�" is +a J . e �� z9Huu 11i fill III fill lwr.rr.mr t:1 Lt o Of $ .I i .. ) 1 0 Ot f3 PROPERTY ` f' ,� r �. r« .•'' h SCALE: 1"=30' M1CtWLtaENT 1 PROJECT: I .g, - -• a;, 'ft` !r f'�r.r•-••r ...f' �' `.� ,vt" ixs Wit. bur9cs Ltratlan EMS k"03 -- r _ �: . =.,., �- , • ," ,_ Wall>,r,eaRoberts Premier •.. � -�>-. �° ,-^vim' - -•.•aye^•-CaselboN llenRAl Lnttlf it l }`�8I' 'r' r � _ , °. ,, unal DRAWING INDEX Minimum Uniformly Distributed Live Loads : Table 8301.5 Develo ement LLC '�' +�°�t CODE INFORMATION 4 ' : rr +? I .. emrtdlnnedEmalr ,fir� ' �" v xtr . _ 13.44.tl•,Jln. 2020 Residential Code of New York State(publication date:November 2019 Mi>^ s ,,,... p R�tlts ` �xk r��� A-07 SECTIONS 2020 Building Code of New York State(publication date:November 2019) ) USE LIVE LOAD DEAD LOAD 910 Glenn Road, T-01 SITE PLAN, PRD, FEMA MAP A-08 SECTIONS a • ;' $ e. _ ; L,ral ale sae 2020 Plumbing Code of New York State(publication date:November 2019) Southold NY 11971 .• t'` A-01 ELEVATIONS A-09 SECTIONS 2020 Mechanical Code of New York State(publication date:November 2019) Exterior Balconies 40 psf 10 psf ' ;; .^" -� 2020 Fuel Gas Code of New York State(publication date:November 2019 p 11e UlGSel Uete RtaRetle A-02 ELEVATIONS N-01 FASTENER & STRAPPING SCHEDULE & MISC. DETAILS (p ) , ,- , # �;'t.` Ma•raneu tr.Mel S 2020 Fire Code of New York State(publication date:November 2019) Decks 40 psf 10 psf ,R ,4 �, ' „ ' f - .• •. +: •. ' t•"'t4:r'�' A-03 FOUNDATION PLAN N-02 AIR SEALING DETALS 2020 Property Maintenance Code of New York State(publication date:November 2019) DATE 7(22(22 �. "� c " 4, 3.,�,� ,..fr 'r«; ` ; ft.Pea 6►M.al an tl.Are.•n aPnlaakM 6 all .,' s' G 4 'tr F Ro-+tt�r�,retrrlre tultnettes natntreen: 2020 Existing Building Code of New York State(publication date:November 2019 Passenger Vehicle Garages 50 psf as per Ian .4K k *. ' ' , t, M '✓. .'.,i „��MLveMtr ,� A-04 1ST FLOOR PLAN N-03 FRAMING DETAILS p p R ® ,, �...•'a :$ w •> c. - - - 2020 Energy Conservation Construction Code of New York State(publication date:November 2019) PROJECT NO. 22/018-Roberts , ,, + A 05 2ND FLOOR PLAN G Ol GENERAL NOTES 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings("ASHRAE 90.1-2016") ATTICS without Storage 10 psf 10 psf G ..<; ice' * a, A■n °+y,.,. o. "•. '. '' .' ,''t r1 f•,ywy _ .,kPIL- 11l 7)4-W opal Wall VAs9—d—hf th4 ne of ar ,.a`, s `" ,`.,<: - t�,t.,d ”_ ? a' - -, 'a - Ay' ``;,p a ` Af!wnn,d,er,Yflrh.,•Lei+l w.dw,ch.rhrk.. A-06 ROOF PLAN G-02 GENERAL NOTES ICC A117.1-2009 Accessible And Useable Buildings And Facilities With The NYS Newly Adopted Accessibility Sign DRAWN BY MS + "` 4.f•'^ ., lit e-.i r Thr 131er1 111CIAROD7g11i 1 I'lrlJ;'i 03MIM 9 p 10 psf :E r6'1 Epi c' p � .M• ■,,m,..rr ATTICS with Storage 20 psf p TABLE 8301.2(1) ROOMS other than sleeping rooms 40 psf 10 psf CHECK BY. MS $ " �. � -, .'..a.S, ,•0./■^M '•• "i9 ' qhs arc.th.n•r.1 nMmtNlns M,4,i.w1 drW 9 bn+IF+w $ „ �",' .,-„, earsnrmaroerrtnoYerceswwlxegtexr<ttla TM k � --�”. x^:. - ,,,�s• r, b e S•\ ' w was.enati at Ti:6 2n22 at 1:25 ANI xddees vat g,•. # „ - -* 4 km, ,.. - < ,ate�.,, ,, w'" ', q;9 .,t rwtti-trtt.Aryan•.n.rrrn.re.u:Rwrr♦,w�thMe.��,.n,� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Sleeping Rooms 30 psf 10 psf DWG NO. '4�`, :: t"' � q•. `a`°' '••#••`"' r" .4•, i une IMe ern_a+d eMCGue ntcrrsellor ate!etarYe of �.. '"" .'tt`x� E ` bx,vrauxnecesfht'nnrdstaewxtiru. M,t•.R e`er' C, W, s „ #' �, +*�. Ijr 4 < ,� .ta o`,t- may- �,, WIND DESIGN SUBJECT TO DAMAGE FROM Stairs 40 psf 10 psf ,ws a , fi C "o. -.i x r.. r t• •t R ..1 ..l`', `,. ' Ih161ean97le n rntl ltA a GnO LTrMf#Q1[1e Will Ia1ae c '-'` -t,":'ak• At°` ,., :. ,``_.,T,``. - �e-revaCtrv<dPevr.ersemanirrekert.lboltcaehFid>, LIMIT OF ICE SHIELD Guardrails and Handrails 200 psf 10 psf "''' `" ' b ' r R'' A rrar nd n:mtw rweirgN•Msrf..w 11.M. •,w ..aw GROUND WIND BORNE SEISMIC WINTER AIR MEAN u,r:,i.c,ra �• ` TOPOGRAPHICALSPECIAL WIND UNDERLAY- FLOOD MODERATE T-0 u %ja atWAwrrade careattanwttemedWr SNOW SPEED(MPH) DEBRIS DESIGN FROST LINE DESIGN WAVE FREEZING ANNUAL ROOFS : I T-Ir V 4"F� , 1- �5acrn tAnn t,Xr Ann xn�wne.er EFFECTS REGION WEATHERING TERMITE MENT HAZARDS sraertttl,�OsbS Gell mw:ormsjma*eq..aim milYeined o=jX?V.a^Y20 LOAD REGION CATEGORY DEPTH TEMP REQUIRED ACTION INDEX TEMP Flat or rise less than 4 inches per foot(1:3) 16 psf MODERATE TO -[- I Rise_j 4 inches per ft.less than 12 inches per ft. 12 psf 10 psf ' SCALE SHT. NO. FEMA MAP OF 9/25/09 — ZONE X 20 psf 140 NO NO YES C SEVERE 3 FEET HEAVY 11 YES NA NA 618 52.1 DEG, AS NOTED - - ' - - ^ - ~ ' ' - ` , BID. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE R313.1.2 POWER SOUR ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR HANDRAIL HGHT NOT TO BE LE3S THAN AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR 00 BEARING WALL *R-21 SPRAY FOAM INSULATION IN ALL EXTERIOR WALLS. A-0 1 ' ISSUED FOR: DATE DESCRIPTION CONTINUOUS RIDGE VENT T/0 RIDGE 7/22/22 DOB SUBMISSION 8/29/22 DOB SUBMISSION 14 12 5� �\ o SECOND LEVEL PLATE HEIGHT � ' o 1 ; ST NDIN SE M AL OF REVISIONS NO. DATE DESCRIPTION l N SECOND EVEL SUBFLOOR MAIN LEVEL PLATE HEIGHT 5/4710' TRIM BOARD HARDIEPLANK LAP SIDING L_ C (5 EXPOSURE) - . I , I, 0 0 � . o 0 0 0 ° ° ° ° ° ° MAIN LEVEL SUBFLOOR (ELEV. 12.51) +.r 47 AVERAGE GRADE (ELEV. 9 0 / ) ^TT r CULTURED STONE VENEER W/ 4' ROCK FACED CAP STONE 0 1 REAR ELEVATION 0- 0 A-02 SCALE: 1/4'=1'-0' '— Uj Cr Q U 0 O °• 0 -0 J 12 w T/0 RIDGEU co 10 CONTINUOUS RIDGE VENT h > ;� N a� o ------ -- _ O _ - ,� c U -T -- — — A SECOND LEVEL PLATE HEIGHTLL [I,, _1L J. bo OF N 0 — — — — N THIS CERTIFIES THAT THESE PLANS WERE -- __ PREPARED RIDER MY DIRECTION AND - _ _ — — SECOND LEVEL SUBFLOOR SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT COMPLY WITH THE LATEST MAIN LEVEL PLATE HEIGHT PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION, BUILDING CODE 12 X AND THE NEW YORK STATE ENERGY 4 /—� CONSERVATION CONSTRUCTION CODE. HARDIEPLANK LAP SIDING (5 EXPOSURE) DRAWING 5/4'x 4' WINDOW F ELEVATIONS AND DOOR TRIM ! __ � (TYPICAL) STONE VENEER - VERIFY STYLE WITH OWNER MAIN LEVEL SUBFLOOR (ELEV. 12.5') --------------------- — CT _ - - �/ +,_ N Roberts its P re m i e i r- __. _ AVERAGE GRADE (ELEV. 9 ) R e r CULTURED STONE VENEER W/ Development L L C 4' ROCK FACED CAP STONE 910 Glenn Road, Z LEFT SIDE ELEVATION Southold, NY 11971 �01 SCALE: 1/4'=1'-0' DATE 7/22/22 PROJECT NO. 22/018-Roberts DRAWN BY MS NOTE: FLASHING SHALL BE INSTALLED AT WALL AND NOTE: RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: NOTE: SYMBOL LEGEND NOTE: NOTE: CHECK BY. MIS 1/2' GYPSUM BD. (TAPED & ROOF IfJTERSECTIONS; WHERE EVER THERE ISA R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAIR & RACING. TO BE EXTG. WALLS TO BE REMOVED R=3$ SPRAY FOAM INSULATION N ALL CATHEDRAL CEILINGS. ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE U' OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO SPACKLED-3 COATS MIN.) ON ALL CHANGE N ROOF SLOPE OR DIRECTION; AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL $E PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT SD SINGLE & MULTIPLE STATION SMOKE ALARMS DWG N0. PERFORATED SHEARWALLS. CHECK FOR BEARING CAPACITY OF SOIL AND WATER WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN NSTALLED N BUILDINGS EXTG. WALLS TO REMAIN SHEATHING TO BE MIN. 1/2' WOOD STRUCTURAL 8-1/4' & MN. TREAD DEPTH SHALL BE TABLE LEVEL. ® CARBON MONOXIDE DETECTOR SMOKE DETECTOR *RR=38 SPRAY FOAM INSULATION N ALL FLAT CEILINGS. BE CORROSION RESISTANT (MINIMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 9') MIN. HEAD ROOM 6'-8'. HANDRAIL ON *R-34 SPRAY FOAM INSULATION IN ALL FLOORS OVER UNCONDITIONED PANELS ON EXTERIOR ATTACHED W/ 80 NEW CONSTRUCTION 1/2' MOISTURE RESISTANT GYPSUM = APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. SPACE ALL EX1 OSED FASCIAS & TRIM TO BE COMMON NAILS @ 6' O.C. AT PANEL EDGES AND R313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR CONTRACTOR TO RE-GRADE EXSTNG EARTH. PITCH 100 CFM FAN RR=38 SPRAY FOAM INSULATION N ALL FLOORS OVER OUTSIDE AIR BD. (TAPED & SPACKLED-3 COATS HANDRAIL HGHT NOT TO BE LESS THAN BEARING WALL ��O CAPPED BY ALUM. 12' O.C. N FIELD. EXTERIOR SHEATHING SHALL BE AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR MIN.) BEHIND ALL TUBS, SHOWERS, N NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION N ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE _�_ RR=21 SPRAY FOAM INSULATION N ALL EXTERIOR WALLS. CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE. SINKS & W.0 IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING 8313.4.2 EXISTING BUILDINGS STAIR TREAD NOSING. HANDRAIL SHALL X POST TERMINATION NEW P.0 FND. WALL UPPER TOP PLATE, WITH ALL PANEL EDGES HAVE A PERIMETER DIMENSION OF AT RAKES TO RELIEVE 'STORMCUARD' LEAK BARRIER WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED N HOLD DOWN SEE SHT N-01 CS-WSP OVER FRAMING. CONTRACTOR TO VERIFY EXISTING FIRST FLOOR SCALE SHT.NO. - BY 'GRI=' OR APPROVED EQUAL. AT ALL EVES & SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4' & NOT GREATER THAN 6-1/4' T.G. TEMPERED GLASS HOLDOWNS ARE REQUIRED AT EACH END OF WINDOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 U.N.O. (Continuously sheathed wood structural panel) RAKES. EXTEND UNDERLAYMENT 24' PAST THE WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION N W/ AMAX CROSS SECTION OF 2-1/4', �TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. INSIDE 1'HE EXTERIOR WALL LINE OF THE BUILDING. PERFORATED SHEAR WALL. POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. FASTBVERS 6' EDGE 12' FIELD AS NOTED ISSUED FOR: General Attachmetit of Ledger Board to Band Joist or Rim Board �A-07 DATE DESCRIPTION _.rV_ rot-nave gidirg at ledger exturicir shoathing prior to insiall3flon 7/22/22 DOB SUBMISSION exietting Rtud wF1-------a— Wireshold cureliilly fluahed and caulkod to prcvent water intrLsion 8/29/22 DOB SUBMISSION 64' existinq 2x band irfis continuous flashing or 11"winInIUM wiT drip edge IEWP rim board C-4'-0' dELkjoi3. 4', 2"min. 1)71 m in- Ll _ L 3'-0, 1-4 JI 01 max-, 2"mir.1 I t2"diamoter lag 22'-6" 4`6' 2x flow joist, screws or woor. throug-)-boltu with 16'-9" or NIP CWT washers, Icist hang�r T-T e-cisting 2x ledger board must be greater foundation wel' Wi crecluil to the devth of the deck j3ist aid no greaterthar the D depth of the bard joist GENERAL NOTES L B FOUMDATION 'D I ----- ------- L L L11- — — — -— —- I I ALL WRITTEN DIMENSIONS SHALL TA :i�- — — — — — KE -------- REVISIONS PRECEDENCE OVER SCALING OF DRAWINGS DIMENSIONS ARE FROM EXTERIOR FACE OF CONCRETE FOUNDATION WALLS NO. DATE DESCRIPTION FILL CID FOUNDATION CONTRACTOR TO VERIFY ALL B B ROUGH-IN PLUMBING LOCATIONS AND ANY OTHER PENETRATIONS THRU CONCRETE X 00 FLOOR PRIOR TO CONSTRUCTION. 00 00 BUILDER/FOUNDATION CONTRACTOR TO 3-8 1/4' 5'-9" 6_0 VERIFY FOOTING SIZE AND REINFORCEMENT B K REQUIREMENTS BASED ON EXISTING SOIL Li 0:: 2-2x`10 r- CONDITIONS PRIOR TO CONSTRUCTION, HDR I I I IUD (2) 11-.!1/4' M.L. G4DEP FLUSH WHILE EVERY EFFORT HAS BEEN MADE TO =1 I I I - N C/) r-) I L --------7 =D ��_I ULP 1 T R (2) 11-1/4' M.L. qIRDER INSURE THESE PLANS ARE ACCURATE AND C3 F— OCKET LLJ EL EAM LIJ BE OCKET K COMPLETE, THE OWNER / BUILDER MUST _J POCKETI L C-) VERIFY ALL DIMENSIONS, CONSTRUCTION METHODS, SITE CONDITIONS AND __J i T NEW (2)2x6 P.T. SILL PLATE ON 10, 71READP W TERMITE SHIELD W/ SILL INSULATION 2 SPECIFICATIONS, S17FS OF STRUCTURAL MEMB -2x10 6'-13 14' 1 SUCH AS FOOTINGS, FOUNDATION SIZING, & 5/8' DIA. ANCHOR BOLTS W/ t I FLUSH HDR TxTxl/4' BEARING PLATE 0 MAX 36' W F POSTS, BEAMS, JOISTS, RAFTERS, TRUSSES < O.0 (TYPICAL 12' FROM ENDS OF ETC. ARE FOR BIDDING AND REVIEW �—��_09 r--) C EACH PLATE SECTION) (EXTEND BEARING WALL PURPOSES ONLY. C:)I I I LO C-) BOLTS MIN. 7' INTO CONCRETE) CIE cr_ i I I(D -7/8' T.J.1. FL JTS 0 16" O.C. (210�SERIES) 0 b WINDOWS _,M11 �0 zo CD K BASEMENT MARVIN INTEGRITY ALL ULTREX SERIES @ t CCM -1 1 1 4' CONC, SLAB OVER (n (C' STYLE AND SIZE AS NOTED �0 M -U VALUE =.30 SHG=.31 6 MIL. VAPER BARRIER ON _J MIN 4' CLEAN COMPACTED FILL LL WINDOWS DESIGNATED WITH 'E' MEET ----- - EGRESS CODES 7-- I'_ i J I C\i WINDOW HEADER HEIGHTS SET TO .JI CY) 0 bo M 6' 11-3/8' OFF FLOOR 0" 0 cc 11 r-7---- ai 0 BUILDER TO VERIFY WINDOW AND DOOR W ROUGH OPENINGS AND HEADER HEIGHTS ------- ------t__� 00 C\J BEA CXJ L (2) 11-1114' M.L. GODER z M '9'-8 3/4" 1 "IFL&�SHWHr�DR f 000 9,-0, J Cr 11,4 1141, 1 A-08 < ! 7 < 0 0 z K r7 FLOOR SYSTEM < EXACT MECH. EQUIP. LOCATIONS TO BE 0 -0 x ----- - DETERMINED IN FIELD ft ENGINEERED WOOD FLOOR TRUSSES D r— r--- K W DESIGNED TO MIN. L/480 CID 1 (3) 1 4- ML, UHLYcK 1 (3) 11-114' M.L. GIRDER _J Winj CIli C\J DEFLECTION OR LESS W (3) 11-1/4' M.L. GIRDER W/H I.(-) Ln < C--\j Ck! ___ r I------- _r W HRV TRUSS MANUFACTURER TO PROVIDE C) J, >, S CHASES FOR ALL SUPPLY AND 0 U 00 00 K f RETURN DUCTWORK _j -4 TRUSS MANUFACTURER TO VERIFY 9 C) 17 > L FRAMING AT CANTILEVERS FOR POINT _07 4 C? LOADS FROM ABOVE 7 -e ",__ .?-< �7-3 TZ L C: 0 B J" TRUSS MANUFACTURER TO VERIFY C9 Q) 45 —BEAM 0 b C,,- n 117 LOCATIONS OF ANY GRANITE COUNTERTOPS 0- \J AND PROVIDE PROPER FRAMING AS NEEDED 0 0 _�POqKET zo CL_ 0- F ------ STEP FOUNDATION FRAMING F I AND FTGS. AS __V F 8'-100 LOWER LEVEL ROUGH CEILING _J REO'D. B U_ E D F STEP FOUNDATION HEIGHT C 2X6 WALLS AT ALL POCKET DOORS B AND FTGS. AS ......... 0- PROVIDE SOLID BLOCKING AT REQ'D. 2 B A-08 A 1-08 X UNEXCAVATED ALL POINT LOADS 0 D L C FOUNDATION 11410TES: L 036276 _T_ CI-) (-C 6' W. x 8' H. POURED ON OFN 10" W. x 8'-4' H. POURED ON 4' FILL 4' �1- 4' CONIC FLOOR W/ 20' W. x 12" H. CONC,. FTG 0r) 6x6 10/10 GA WWM W/ 3 #5 REBARS (F'� 2x6 STUDS 16' o.c. 8' W x 3-6' POURED, FND, ON 20'x 12' CONC FOOTIING W/ 3 #5 REBARS FTE r ----------------- D 8' W x 3-4' POURED FND. ON 20" W* x 11' 1, IONI, ITI W/ 3 #5 REBARS DRAWING F �2 T-6 Q'-T 6' W. x 8' H. POURED - 4" I - FOUNDATION PLAN LEDGE EXT. & 2' LEDGE INT. ON m of STHD 14 requi minimu STHD14 CORNER 11 -4' H. POUIRED ON 2'.end distance 12' W. x 3' HOLD DOWN 13)(___,� when multiple x "SIMPSON" 'O'V� C-91, W/ 3 #5 REBARS 2x members are F used as shown nK 3-1/2' STEEL COLUMIN ON 30'x30"x12' CONC FTG One#4 rebar 111-10, W1 4 #S REBAR EA'& WAY or PT cable PROJECT: 4' in shear cone 2xle min. or 2.4" 2x6 BEARING WALL 'ON Roberts Premier -6' 4'x 6' POURED CONC CURB W/ BLOCKING AT MID-HEIGHT ON Developement LLC 13-0' 9'-6" 20'x 12' CONC FOOTIING F W/ 3 #5 REBARS 910 Glenn Road, 23-0' Southold, NY 11971 0 L 0 J J 4' 0 C:0 0 M. 0 "N �0 in. End o DATE 7/22/22 rebar length/ Distance 0 is 2xle J) (T min. 64'-8" 0 from corner) 7- PROJECT NO. 22/018-Robeits 2 DRAWN BY MS A-07 rn -"-ru r-% MrNIAthl CHECK BY. MS IT,M_ i tz -_1 Ti DE-OF NY NOTE: AT WALL AND NOTE: =6-"A-W6C- '5KEscoms 174,=1,-o' OTHER THEN THOSE REQUIRED FOR OVERCURRIENT NEW WOOD STAIR & RALING. TO BE EXTG. WALLS TO BE REMOVED R-38 SPRAY FOAM INSULATION IN ALL CATHEDRAL CELNGS. DWG NO. 1/2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS: WHERE EVER THERE IS) A ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE 11' OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO �9 SINGLE & MJLPPLE STATION SMOKE ALARMS SELECTED BY OWNER (MAX RISER HGT CHECK FOR BEARING CAPACITY OF SOIL AND WATER EXTG. WALLS TO REMAIN CHANGE IN ROOF SLOPE OR DIRECTION; AND EASTING'BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION, SMOKE ALARMS SHALL BE PERMITTED TO BE SPACKLED-3 COATS MIN.) ON ALL PERFORATED SHEARWALLS. CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS 8-114' & MIN. TREAD DEPTH SHALL BE CARBON MONOXIDE DETECTOR SMOKE DETECTOR *R-38 SPRAY FOAM INSULATION IN ALL FLAT CELINGIS. AROUND ALL ROOF OPENINGS. FLASHING SHALL TABLE LEVEL. CCM 11_--11-1.1- -I *R-34 SPRAY FOAM INSULATION IN ALL FLOORS OVER UNCONDITIONED WALLS & CEILINGS. (TYP) SHEATHING TO BE MIN. 112* WOOD STRUCTURAL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 91 MIN, HEAD ROOM 6-8'. HANDRAIL ON NEW CONSTRUCTION BE CCRROSION RESISTANT (MINIMUM 26 GAUGE) PANELS ON EXTB:11OR ATTACHED W/ 8D SPACE *R-38 SPRAY FOAM INSULATION IN ALL FLOORS OVER OUTSIDE AIR APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR- AT LEAST ONE SIDE OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH 100 CFM FAN BEARING WAILL 1/2' MOISTURE RESISTANT GYPSUM ALL E;�POSED FASCIAS & TRIM TO BE COMMON NAILS 6' O.C� AT PANEL EDGES AND R313.1.2 POWER SOURC ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR HANDRAIL HGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR *R-21 SPRAY FOAM INSULATION IN ALL EXTERIOR WALLS. A-03 BID. (TAPED & SPACKLED-3 COATS Iclstt,4 P _ I_ L L I rL == 1)__\_ &7:\ K11K A ;71 �3)Q1 /4 B I_17 03 IT B CAPPED BY ALUM. 12' O.C. IN FELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. 34* & NOT MORE THAN 36' ABOVE FROM BOTTOM OF NEW SIDING TO GRADE. X POST TERMINATION NEW P.0 FND. WALL MN.) BEHIND ALL TUBS, SHOWERS, ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND CONTINUOUS FROM BOTTOM PLATE TO THE SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDING STAIR TREAD NOSING. HANDRAIL SHALL SINKS & W.0 IN BATHROOMS. (TYP) RAKES; TO RECIEVE 'STORMGUARD' LEAK BARRIER UPPER TOP PLATE, WITH ALL PANEL EDGES WIRING WHEN SUCH WIRNG IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN AVE A PERIMETER DIMENSION OF AT TO VERIFY EXISTING FIRST FLOOR HOLD DOM SEE SHT N-01 SCALE SHT. NO. OVE CE I FAST 4' & CONTRACTOR T.G. TEMP CS_WSP BY 'GAF' OR APPROVED EQUAL. AT ALL EVES & R FRAMING. OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, NOT GREATER THAN 6-1/4' WINDOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 UN.O. ERED GLASS (Conthuously sheathed wood structural panel) HOLDOWNS ARE REQUIRED AT EACH END OF WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W/ A MAX CROSS SECTION OF 2-1/4'. *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES, AS NOTED RAKES, EXTEND UNDERLAYMENT 24' PAST THE FASTENERS 6' EDGE 12'FELD �RATED SHEAR WALL. ACCORDANCE WITH APPENDIX J. POWER FROM THE BATTERY. WRING SHALL BE L!�SIIDE THE EXTERIOR WALL LINE OF THE BUILDING. 2 ISSUED FOR: A-08 A-0 DATE DESCRIPTION 01 91,5"where a handrail to jnotaed m one side and 27' where hamlrallsprie provided on both oldoo .1 7/22/22 DOB SUBMISSION 6, lo, 64'-0' Handrs 11 be4sht-3�-38*frorn this 8/29/22 DOB SUBMISSION top of the"Inatothe top of-thi, 27'-0" 1 23-" T-n T-0' 17'-6' 5-01 " 4'-6° 11'- tall 2' OpeNmis shall net allow oo / ,o. Passage of a sphere I In 1 j U-1" 4 Inches or rno�o in diameter I SET TOP OF TRANSOM WDW. Type 1 bBrvdmlls AN troaI:15 must be cqusl In depth and cannot�v lcos i II 11 ABOVE Al 12'-6' ABOVE SUEFLOOR then 10-118"In depth orS" 4 6x6 POSTS W/ METAL Hondralls with a -it the.rl5er 15 open IFCA 262� TRANSOM clrcularcross section IN GAB E ABOVE POST BASES AND CAPS 1-1/4"Millimum No5lings rqulrod on tro*A5 EGRESS,WINDOW (TYP OF 3) SEE DETAIL - 1/A3.3 STEPS TO EGRESS WINDOW diamator-2' loll5 than Ir In doptoll GRADE Maximum dlarncltr Ca (7) ....... "4-,-2-1141 Maximum F-1 . on-circ ar Hamdrall I risers arc permitted, AN risers must ba equal CY--) 09-1/4' L. HDR. 024 HDR. (2)2x10 HDI. Forlmeter 4"Min, In height and cannot PrOvIded that the opening 02x4 UP TO RIDGE 0 24 F.J. a 16' O.C. 2x10 F.J. 0116* O.C. exceed 0-114'In bright Riser1,6twoen treads dQ05 not LL, ---Tgr-V AFT). ppp- permit the paS6205 Of 2 REVISIONS 2x10 R.R @ 16' O.C. 2x10 R R 0 16' O.C. —7 1, Iff-10' A.F.F.). FP_ (For Type 2-bee NYS 315,21 4'-I�� 1/2' 4-7 1112' 4 1 -4 11Z L4 pp- < 0 GUEST 7-C) MASTER BEDROOM b --j -1/2' 01 STEEL COVERED NO. DATE DESCRIPTION Yv CO�UMN TO �11E: 9' PLP TE HT. PORCH 'B '0 C)n z j _j X FOU DATION VAULTED CEILING L HT. CARPET 4' CONCRETE FLR. 4� WALI] BELOW CAR ET -Y J_ TRAISOM ABOVE > 36' W. X 14'HT. 5 C U_ X AS R�O'D. X 5� 6" DIAMETER lo oz X Uj 09-1/4" M.L. HDR 02 10 HDR, KITCH E LL ox BEARING WALL-\ 9' CLG. HT. Q CM3 LU F"-T 1 WOOD v F,I UP 17 R REAR J� REFLECTIVE WHITE >< ' REFLECTIVE RED 10'-11/4' 1--C\j I 2x 0 C.J. 0 16, 0, PANTONE#187 (2)2x4 FROM GREAT ROOM ENTRY (9'-Q" A.F.. 4 L__, 9' CL6. FIT. RIDGE TO 9' CLG. HT. W/ M BELOW -0' STEP UP CLG. 10" TREADS FARING WALL �uD 02xit POST To BEA 02J4 POST TO 2' WOOD /__B Ji WOOD 0W.I.C. BAT BEAM BELOW-\! R (UPSET) BEAM BELOW BEARING WALL 011-1/4' M.L. HD d M W to C, LU < C> C1 =Uj ffi cl)CC X CD R b <r-��_ < < cy- C-0 D 5� CT) & —1 0 Cd 1W - I I�; L=T_877`1 F_ F1 C\I r) tj I X Li� ZO CC (�fi A.F LL - I X F-1 F_- TEFF ED Ci-ASS 2x10 C.J. 0 16* O.C. I LU GAS FIREPLACE T.B.S. BY C, Q kELS ANDD rr OWNER VENT AND I.< BATH CER TILE MAINTAIN CLEARANCES AS C\j ❑ WOOD FLR _7 PER MANUF, SPECS b) LLJ< 0 USTO BN t7 R TILEOWE LL E zD0 6 CY) 0 ><Fie 0" I TOVE TO*BE VENTM IF -------- (2)2x1O HEADER 5 DRECTLY TO EXTERIOR - W -08 ILL� z U_ X 0 CXD 36' REFG (AS PM MY.&CODE.) (5 �A PROVIDE BACKDRAFT DAWER ------- GIRDER ROOF TRUSS C/D I,- < 0 1 . i�i:t I I—ddd 2x1O F.J. 0 16' O.C. 1/2" C/D ff-U" A• < LU @ BEARING WALL STRODE I- I 4R$ F - ------- - CO The construction type < 0 MUD J _102x 0_HDR_ (UPSET)_ < PANTRY 0 designation shall be Y 1mv" ROD ROD & SHELF "I", d6ill", "11190,ulv"or Q r Li vvuuu to Indicate the construction _j 7_1 114' 02A4 POST TO -IN CABS. E TRY classification of the W r 1' 14 ---,r < I BEAM BELOW I'�=3-1/2' NA STEEL structure under 'r 11 m: F0 Cr HT. rr DESIGNATION FOR STRUCTURAL WALK-INr ------ 3,-0, LUMN ITO 0 section 602 of the BCNYS -..d2xlOO.C. A 2x10 RR 0 16* O.C. V� CLOSET FOUNDAT N W LL 2 LAUND COMPONENTS THAT ARE OF U co WPEI =-. ?- EW�2 CER TIL ;�,(WEL W— C\I 2x10 C.J. 0 16" O.C. DI INCING TRUSS TYPE CONSTRUCTION CD: 9' PL E HT. FIREDOOR W/ 0 C\j (9'-0" A.F.F.). > N W/ VAU ED CLG. STEPS TO GARAGE FLOOR FRAMIN0, INCLUDING BUILT IN CABS, zii-z' ' "F" GIRDERS AND BEAMS < X E '0 '71 C9 (2)2x10 HDR. x10 BEA AS REO'D. (2)2W P �LR RING WALL W OD (2)2x10 HDR. -7 71 6'-4" "R" ROOF FRAMING (D F)'-1U" cc: 0 a_ 6'-- ) 1/7 1, FIR" FLOOR AND ROOF FRAMING 0 5-8 BUILDING a C: < I 0I ANSOM WDW. STANDARDS AND CODES SET TOP OFT X C\I 1 711 I-_C\j j 1_ ABOVE AT 2'-6' ABOVE 3-5, C0 �EF SUBFLOOR (_0 C 11-6 I7'-IT IFCA 2626j TRANSOM 4' 1 IN GABL ABOVE C> . 0 02A0 HDR. b LL z,) d C/) GARAGE -0 C? 2 C/) CIO 7z a Lij 4' CONC FLOOR W/ ",'000"I�� 0= E-\i C:5 tin 0 6x6 10/10 GA �/VVM LVL HbR DESIGN 1-ji f I �'\. -,I-j- Cjc:) C) C\j <0 BY,�UPPLIER 6'-6" �A-08) I S) Outer third of XT.J.I. FL JTS 16" O.C. (360 SERE 6 �14' 1 04 16' T X ppspan- COVERED 276 COQ' NOTE: 1�� 7 036 4$' P013CH 'A THE GARAGE SHALLOF BE SEPARATED 4' CON RETE FLR. FROM THE RESIDENCE & ITS ATTIC �0 11- 4' R AREA W/ A 3/4 HR FIRE-RESISTANT M. ASSEMBLY. PROVIDE 5/8' TYPE W FIRE ----------7 RATED GYPBD ON WALLS, CEILING ON (y) C\j GARAGE SIDE & 1/2' THICK, TYPE X, depth,Max. 4 METAL 1/4 Joist je .......... - 6x6 POSTS STEPS TO GYPSUM BOARD INSTALLED ON PO T BASES ND CAPS UKADL OPPOSITE SIDE OF WALL. 1/3 Joist 2"Min. depth,Max. (TYP OF 5 SEE DETAIL I/A3.3 1/3 Joist > depth,Max. C. 1/6 Joist 2 depth,Max. �A-09) 011-1/4' M.L. HDR Solid sawn Joist and rafter notching and boring limits DRAWING v v 16'x8' O.H. GARAGE DOOR T.B.S. BY OWNER F1 T I.Ip 1 ST FLOOR PLAN --T 1:1S CEDAR Notch 3)'-Q 3/4' ,,-ln 112'� 3-9 3/4" 104 81-0" 10 11'-4' 11 , 81-8, 48 CEDAR BRACKETS depth 1/4d d Hole edge lo", BEAM Outer 1/3 of distance D.-5/8'1� span only Hole diameter PROJECT: <2/54 Single Stud /-Role diameter Stud 3/Sd 6'-2 1/2' 3 21, 5-3 112" U-2 1/2" l Double Stud Roberts Premier }: F Plata 41'-0" 2C'-0^ \-Hole edge Development LLC distance 5/8, 64'-T 910 Glenn Road, Southold, NY 11971 /eA�0 8 DATE 7/22/22 Stud notching and boring limits PROJECT NO. 22/018-Roberts DRAWN BY IVIS ��l 4 SCALE: 1/4'=T-O' I NOTE: CHECK BY. MS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL NOTE: N-QM NOTE: NOTE* FERSECTIONS; WHERE EVER THERE ISA V2' GYPSUM 60. (TAPED & ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE 11' R31311 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAIR & RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOL TEST TO SINGLE & kUTIPLE STATION SMOKE ALARMS EXTG. WALLS TO BE REMOVED *R-38 SPRAY FOAM INSULATION IN ALL CATHEDRAL CEILINGS. DWG NO. SPACKLED-3 COATS MIN.) ON ALL IN ROOF SLOPE OR DIRECTION; AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT PERFORATED SHEARWAH S. CHECK FOR BEARING CAPACITY OF SOIL AND WATER EXTG.WALLS TO REMAIN WALLS & CEILINGS. (TYP) ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN, 112' WOOD STRUCTURAL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS 8-1/4* & MIN. TREAD DEPTH SHALL BE TABLE LEVEL. CARBON MONO)QDE DETECTOR SMOKE DETECTOR *R-38 SPRAY FOAM INSULATION IN ALL FLAT CELNGS. BE CORROSION RESISTANT (MINIMUM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W1 SID BE PROVIDED WITH SMOKE ALARMS AS REOUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 9") MIN. HEAD ROOM 6-8', HANDRAIL ON CW *R-34 SPRAY FOAM INSULATION IN ALL FLOORS OVER UNCONDITIONED APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR NEW CONSTRUCTION SPACE 112" MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS @ 6' O.C. AT PANEL EDGES AND AT LEAST ONE SIDE OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH 100 CFM FAN *R-38 SPRAY FOAM INSULATION IN ALL FLOORS OVER OUTSIDE AIR BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE 8313.1.2 POWER SOURCEALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR HANDRAIL HGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE, MAINTAIN MIN. 6' CLEAR F1 BEARING WALL A-04 IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE *R-21 SPRAY FOAM INSULATION IN ALL EXTERIOR WALLS. _2 /(A 9�08 (j� /(A9 11\R_�_ 7M E L 7CCA D MIN.) BEHIND ALL TUBS, SHOWERS, CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE. >�, POST TERMINATION SINKS & W.0 IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND UPPER TOP PLATE, WITH ALL PANEL EDGES SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R31$.4.2 EXISTING BUILDINGS STAIR TREAD NOSING. HANDRAIL SHALL NEW PC FND. WALL RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER OVER FRAMING, WRING WHEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DIMENSION OF AT HOLD DOM SEE SHT N-01 SCALE SHT. NO. CE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTER CONTRACTOR TO VERIFY EXISTING FIRST FLOOR CS-WSP BY "GAF OR APPROVED EQUAL. AT ALL EVES & HOLDOWNS ARE REQUIRED AT EACH END OF UR ALTERATION, LEAST 4* & NOT GREATER THIAq 6-1/4' WINpOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 U.N.O. T.G. TEMPERED GLASS (Continuous) sheathed wood structural panel) RAKES. EXTEND UNDERLAYMENT 24' PAST THE PERFORATED SHEAR WALL. WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W/ A MAX CROSS SECTION OF 2-1/4'. FASTENERS *TO BE PROVIDE N CEILINGS EXPOSED TO UNHEATED SPACES. AS NOTED INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. POWER FROM THE BATTERY. WRING SHALL BE ACCORDANCE WITH APPENDIX J. 6' EDGE 12' FELD ISSUED FOR: DATE DESCRIPTION <A G- 8 7/22/22 DOB SUBMISSION <eA-(0 �A 8/29/22 DOB SUBMISSION N 6'- EGRESS NDOW Of OF PORCH BELOW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r- - - - - - - - - - - - - - - (2)2x8 HDR, REVISIONS. 50 BEDROOM #4 NO. DATE DESCRIPTION -4 < 101 2x8 C.J. co @ 16' O.C. �LL (8'-10" A.F.F.). LINE OF HOUSE WALL BELOW i. LU L - - - - - - - - - - - - - - - - - - - •- - - - - - - - - 4' 3-6 1/4' 13'-6' C C) ELEC. UUj __j 0 cy-) WALK-IN CLOSET Q IJ >= L _j C) 0- ry- Cl) DRYER 10 FADS AOS DOUBLE R.R. & TRIMMERS AT EXTERIOR WALL (TYP) 3-6- 3'-6" E d 0 C0 a- lir) 0" U of � LLJ 3X D 02 GAME ROOM _.J A-08 U _17 0 MOO cr x36' ATTIC Q CJ a 16' O.C. 0 ESS PANEL.,dd_2X8 C\J PP_ 11 (- < 0 (8'-0' AFF.). < 0 z < 0 -0 D W CID cilI .', _ =D 0 C/3 W (,C) L11E 01 AR < L --------WA±8EGL-6VAGE',1L---------------- C) X U 00 10 Lo C? 0 > 02x6 HDR. 02x6 HDR. LIT OF HOUSE WALL BELOW C4D7- lo CC L - - - - - - - - - - - - Ilk < - - - - - - - - - BATH X2 Cl) CER. TILE F� Lj) FLOORIN131Qi I C: 0 a_ C-D ' ' � TEWEREED)9- cl- f ') �JELS OR LU 0 19'_17 - 3'-6 2'-4 , '-4 3'-6" L S CER . Of I i �_ I - -- ROD & SHELF TILE SH U_�.. C\j L - - - - - - - - - C, - - -- - - - -j N C LINE OF HOUSE MALL BELOW T 3'-6' U-2 1/4" 8 03627 C) OF cn BEDROOM 7 L - - - - - - - - - - - - - - - - - - - < 7"- LL LNE OF PORCH BELOW CD < r AL\j, 2\ I 2x8 C.J. 16, O.C. PP_ LW (8'-0* A.FFA (2)2x8 HDR. DRAWING EGRESS WINDOW 8312.2 Window fall protection. Window 2ND FLOOR PLAN ndow fall protection shag be provided in accordance with Sections R312.2.1 and R312.2.2 In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, 6'4,11 the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where PROJECT: the opening is in its largest opened position. 23-0" 2. Operable windows that are provided with window fall prevention devices (windows comply with ASTIVI F 2090. Roberts Premier 3. Operable windows that are provided with window opening control devices that comply with Section 8312.2.2 Deve lopernent LLCu R312.2.2 Window opening control devices. SCALE: 1/4'=T-O' Window opening control devices shall comply with ASTM F 2090. 910 Glenn Road, 9 window opening control device, after operation to release the \A-07 A-07) f Southold, NY 11971 control device allowing the window to fully open, shall not reduce the not clear opening area of the window unit to less than the area required by Section 8310.2.1 DATE 7/22/22 PROJECT NO. 22/018-Roberts DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND NOTE: RESIDENTIAL DE OF NYS PERMANENT AND WTHOUT A DISCONNECTING SWTCH NOTE: NOTE: SYMBOL LEGEND NOTE: M ROOF INTERSECTIONS; WHERE EVER THERE IS A R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAIR & RAILING. TO BE EXTG, WALLS TO BE REMOVED R-38 SPRAY FOAM INSULATION IN ALL CATHEDRAL CEILINGS. 1/2' GYPSUM BID. (TAPED & ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE 9' OWNER RESPONSIBLE FOR ORDERING SOL TEST TO SINGLE & MULTIPLE STATION SMOKE ALARMS DWG NO, SPACKLED-3 COATS MIN.) ON ALL CHANGE IN ROOF SLOPE OR DIRECTION: AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT PERFORATED SHEARWALLS. CHECK FOR BEARING CAPACITY OF SOL AND WATER EXTG. WALLS TO REMAIN WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN, V2" WOOD STRUCTURAL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS 8-1/4' & MIN, TREAD DEPTH SHALL BE TABLE LEVEL. CARBON MONO>UE DETECTOR SMOKE DETECTOR *R-38 SPRAY FOAM INSULATION IN ALL FLAT CEILINGS. s. BE CORROSION RESISTANT (MINIMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WTHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL CCM PANELS ON EXTERIOR ATTACHED W/ 8D 9") MIN. HEAD ROOM 6'-S*. HANDRAIL ON NEW CONSTRUCTION *R-34 SPRAY FOAM INSULATION IN ALL FLOORS OVER UNCONDITIONED APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. SPACE 1/2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS @ 6' D.C. AT PANEL EDGES AND R313.1.2 POWER SOURCEALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR HANDRAIL HGHT NOT TO BE LESS THAN 100 CFM FAN R-38 SPRAY FOAM INSULATION IN ALL FLOORS OVER OUTSIDE AIR ED. (TAPED & SPACKLED-3 COATS CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH —1 CAPPED BY ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WTH APPENDIX J. AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR F BEARING WALL R-21 SPRAY FOAM INSULATION IN ALL EXTERIOR WALLS. MINI.) BEHIND ALL TUBS, SHOWERS, 34* & NOT MORE THAN 36' ABOVE A-05 CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE, X POST TERMINATION NEW P.0 FIND. WALL SINKS & WC IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND UPPER TOP PLATE, WITH ALL PANEL EDGES SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.42 EXISTING BUILDINGS STAIR TREAD NOSING. HANDRAL SHALL I s AVE AT HOLD DOWN SEE SHT N-01 RAKES TO RECIEVE *STORMGUARD' LEAK BARRIER OVER FRAMING, WRING WHEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN A PERIMETER DIMENSION OF CONTRACTOR TO VERIFY EXISTING FPST FLOOR CS_WSP SCALE SHT. NO. BY 'GAF' OR APPROVED EQUAL. AT ALL EVES & HOLDOWNS ARE REQUIRED AT EACH END OF SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4' & NOT GREATER THAN 6-1/4' WINDOW HEADER SIZES. MIN. SIZE TO BE 024 U.N.O. T.G. TEMPERED GLASS (ContNously sheathed wood structural panel) RAKES. EXTEND UNDERLAYMENT 24' PAST THE W-EN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN 2-1/4*. BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES, INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. PERFORATED SHEAR WALL, POWER FROM THE BATTERY. WRING SHALL BE ACCORDANCE WTH APPENDIX J. W/ AMAX MAX CROSS SECTION OF FASTENERS 6' EDGE 7 FIELD AS NOTED ISSUED FOR: CHAPTER 13 [RE-E; EWEPIGY EFFICIENCYDATE DESCRIPTION TABLE N1102,4.1.1 C11402.4.1.11 7/22/22 DOB SUBMISSION AIR B&IZRiER AUD INSULATION INSTALLATiIDNa 8/29/22 DOB SUBMISSION rc�Il�pnt�t NT AIR RARRilm cmrFRIA IN 5t1I_AT1ftiJ IN.�.TAI t nTtntl MIT l::la Acorltrn•uot-c air tarfitrs^ral be inst3lec in the bolding C !-ter-31 rc ui-crnrntn £nv:!1oi . Ttic cKicrix tmrnlal c'wciupc co'1ta1rs a r g roil:inucus inir borr'cr.treat,,or �drt;3 in the air bar 1cr p 'nea1�'e iisul�tio-r 31a1 flat t caste as a scafinyr�atcriat. 5 n I be so le 0. Inc air Garner to any droroccl cc Irnoi o,;ot,rt,,n311 bC r alig-,ed with the in_Licti-t ams# ons. g aps it the air ton*icr The insulation in any droapec ccil N!r.cffi: :h311 bo Coi.ino a..'*ae Q31G... 311gr1c0 411tH Lyle al, ba "l��P. Access cpcninas,d-op 4foxvn.stairs or knee wall deors twin - - ccrlditi:)ned attic spaces shali bn sea lad. :3vitics within cuncrs am: heaccrs of f.m nc walls Tnc )unction c the f�Lnet 3tic•n z sl Ip I a I C 51a11 Lac 5r3'cd ;M z I I to Insulates bti cuflp 1£1cl'd[!II r o thy' cavty Pil tll3 n'a:E.rla1 P,avInq a s' �' The junction a the top plate and the top of zxtcriorti+c!!� :hcrrnsl resists+�ce eF ryak Ins: than f� 3 rcr lnc'i. - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - c,r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - cv ti.alls rb i t ho sr,:-led Kier, rr.31 c chili he cr Mpei "-its -inr thrirrral i1m orintir+ incrrintir~n Fr,r Fn-t-v-,1 v,:allcth.-t hry inz'Alori in F substzntiol co-dact and in Ic:,ndnuoui aligimcnt wish the air tSrritr. I I I I V,indcrr,s. niky r f is i he spacc between`r-ami?q and sk.yl r hts,and the '3-nbs o- I I I I I and doors w;ndows and do_r., stttl bo scaled. I _2x10 R.R @ 16' O.C. ® 2x10 R.R 0 16' O.0 FP-' I I ® 2x10 R.R o 16'O.C. _ ___ Ad 2x10 R.R 115' O.C. I R rn lcists Rini),:Maks s`1311 incliec, the airtanccr : rn ,casts sh.3l be rnsulate,,-'_ �, �„ I O I I 4Z^Dr frarnin. =abit�jr inSv a-".o t shall bo instal ed to r-lo3rS ir.CIVCinC Ta;ria li permanent COn-aCt r.In Etre und:!r,sfc o'sztlrl3I �r cCCL11 Q. REVISIONS / I I cantleve-ccl The air bar•licr s7n1 be installed ct 0nycKpc3Cd _dge of 4 tern atiycly. fie orffarrinc- crvityr fl6-tnm;%-iri -1-rrnm ;thrivo :ntr,l irnn na=,-rt,-rrinr, chn'I hr, in rnn-arr Mtl thr tnp eirl�n-ghr-athin3. nr rnrtinrrnr C NO, DATE DESCRIPTION g7ragcs. nsutatior, iistalcd cn.the underside of fico-5-am rig, ano crten•ding f-cn1 :1-c I I X / r' u, ( 31ottorl to the top of all pc-roster floor f anking mcn•,bor,. - - - I V i `14 / (D I F Lxprscd car li in unvcn:cd crav)l saxes.mall be cc,,/arod :-av l spaco rrsulanon, wh�cre r.nrldad ,n:tc3d 3f fi•cor Q I CrC VI l spac+�val i.} 1 f�' I 1 7 al. v Y f Y � 0- - - - - - - - - - - - - - - - - - - - - - - - - - - I a�,�t, a --1355 . vanx 1E':2rd_r4 ITh vic-la IDln s L3peO. nsJl4(IOr., Shell to rernlai ervV artachel to :re 49311.x. 4 I I ,, Duct I Sh fls. u(:IItV prretra:Ions, air_ flic {loaf( of Ecr,q io�-raf:,, perictratians -., I exter'or o- unccndlJoncd sp2ce :ha'1 Lc seziec. 'v 3 atrs to te instal cd in narrow =avitics shall be cLrt to "it Narc-nki C3-JItl£5 )r nar-c41 ca7vitics shall be t lied wt'1 Insula-ion Ina: citin,tall3ticm readily _c;rifvrrfrS Lu UPL" dVd ldtlu 1-d411L'af SJdiLe. 2x12 SLEEPER I I Air scalil;y 314111 tau prraviLLALI t,4_-.wt•cs i Um garage ani: - �-agc s•315zraticn I F I con1tior.ed spa_es.. I L - - - Recessed light fxttres in:t3led in tho build ng th-erL al :tDccsled haht fixtures Ins:allcd it tin_building thermal o I enw-103C .&1`1311 be seal0d 1:0 VIC tin S^cu suria-'C. :°Mlvciope Slat bC air-,Qht sand IC r3lcd Z0 r extencr ►Malls. batt Irs-Aahon Shall bC Cit t►Ca rl,r to -I': a DOUBLE R.R. & TRIMMERS I urrg cr bird wifinc - around airing and p un-bir,-g orinsuiation :fat Dn:lsta lot on, rcadi y ti} Q AT EXTERIOR WALL (TYP) I _cn`orms to a'.raiba !e S33ce. shzil cxtcn,tehind P vine and Wr idro. I � �+ I ins aer t•arrler trs*a1�3 a: ey.t'nor 4�.tIIS a3l3ccnt tc X SOLAR READY 3 lariu l:1. t1 Uri t'ILuli f I k-hrracrs drr:i Lulls nhill m_ dLe .I,e will fieri! (fu_alrus.cr Ll Ate-ior Wells ddjdr.trll Lu Nh1JYar•r; dell Lubs_--hall b�irv�uldlvd. `" ZONE MN. 300 S.F. 01 I .Y3 1 1 I to o' AS PER 2015 PCF� CODE SECT U103.3 9 I _eclricalrr-flo,.c (soar line a r faarrlcrs^ral be in:tsilad bshic�d eicctriea' and I oI c-�tc,ioir walls co'lltTlurlca'lE)Zs bo?:rte. Al:crnatitirelW ai'-5£atCCE tcx'r5 511311 - I I bC i'7St31!rd. 14' M.L RIDGE i r- ; iIVAC supply end ret.im re•jistcr boot3 that penctrate IV'.4'recl-ter bco:s bLlfdina this-rlla ervcloot` &tali to Scald to Inc s.IblCo .Al - all covetirg arc:Jing peretra:cd Ly th•_b3ot U DOUBLE R.R. & TRIMMERS I Wicre r+equifeJ to be sc&cd, concealnd `ire sp-Ink!ers shall Cj AT EXTERIOR WALL (TYP) I only !Jc scaled in a rnariner t'l3t is re<E)rt"mcrl�r�d �� the `11- E = m w 2x10 R.R 16' O.C. 1_Cncct3'CE1 sorInkiera rnaflLfaccur+er.[� it.,lnq cr 3ThC" a£+i'cSNW^_SC�larts Snail n4: - M p CL F- 14' ML RIDGE w be vscd to fill void= hctwcenfirasprinkiercoycrp'ateszrr.S o- r? 1- r- _j I walls cr mlings, W U D ac r r X = I o N s Q T-6" -Z o p o 1 O I ci I I ci I I C v=i C\1a rl it r1 Ir �¢ I c) , awwrr;. N N Q ZD O U � N co o `'t 1 - I N I 1-� N I RB103.1 General. New detached one-and two-family dwellings, and 0 0 N multiple single-family dwellings (townhouses) with not less than 600 a > 'v' N square feet (55.74 m2) of roof area oriented between 110degrees Q 0? 1 - and 270 degrees of true north shall comply with Sections U103.2 X 1- I 2x12 SLEEPER aL} A «� I through 0103.8. ......-.:" U , Q1 iv M Zv I I i I Exceptions: N c o a. 1' ") �Q I I ( I 1. New residential buildings with a permanently installed on-site renewable � � O energy system. c� cr I Q 2. A building with a solar-ready zone that is shaded for more than 70 -4 I I QI percent of daylight hours annually. ci I v I Iry w - - - _ - - � D A _,`t° o I o r - - - 0103.3 Solar-ready zone area. L - - - - - - - - - - - - J I ti� Cr I ;' I The total solar-ready zone area shall be not less than 300 square feet o ® ® I I I (27.87 m ) exclusive of mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwellings I ti rr Cr I ► I (townhouses) three stories or less in height above grade I o Nil I I plane and with a total floor area less than or equal to 2,000 square feet {r c� �� cv I I I (185.8 m ) per dwelling shag have a solar-ready zone area of not less than 150 square feet (13.94 m ). The solar-ready zone shall be 2x10 R.R ® 16' O.C. ®2x10 R.R. ® 16' O.C. 2x10 R.R a 16' O.C. _ ® 2x10 R.R ® 1p' O.C. I composed of areas not less than 5 feet (1.52 m) in width and A I not less than 80 square feet (7.44 m ) exclusive of access or set back X36276 areas as required by the International Fire Code. SOF N I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l I 1 U103.4 Obstructions. Solar-ready zones shag be free from obstructions, including but not limited -? to vents, chimneys, and roof-mounted equipment. THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY cv c� I I I SUPERVISION AND TO THE BEST OF MY 0103.5 Roof load documentation. I I The structural design loads for roof dead load and roof Eve load shall be KNOWLEDGE, BELIEF AND PROFESSIONAL clearly indicated on the construction documents. JUDGEMENT COMPLY WITH THE LATEST PROVISIONS OF THE NEW YORK STATE U103.6 Interconnection pathway. UNFORM FIRE PREVENTION, BUILDING CODE Construction documents shag indicate pathways for routing of conduit or AND THE NEW YORK STATE ENERGY plumbing from the solar-ready zone to the electrical service CONSERVATION CONSTRUCTION CODE. - - - - - - - - - - - - - - - - - - - - - 1 - - - - - J panel or service hot water system. �o U103.7 Electrical service reserved space. DRAWING _ The main electrical service panel shag have a reserved space to allow installation of a dual pole circuit breaker for future solar electric ROOF PLAN installation and shall be labeled 'For Future Solar Electric' The reserved space shag be positioned at the opposite (load) end from the input feeder location or main circuit location. 1 ROOF PLAN U103.8 Construction documentation certificate. A permanent certificate, indicating the solar-ready zone and other A-06 SCALE: 1/4'=1'-0' requirements of this section, shall be posted near the electrical distribution panel, water heater or other conspicuous location by the builder or registered design professional. PROJECT: Roberts Premier Developement LLC 910 Glenn Road, Southold, NY 11971 DATE 7/22/22 PROJECT NO. 22/018-Roberts DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: NOT : CHECK BY. MS NOTE: NOTE: NOTE: --� ROOF INTERSECTIONS; WHERE EVER THERE IS R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAIR & RALING. TO BE EXTG. WALLS TO BE REMOVED *� SPRAY FOAM INSULATION N ALL CATHEDRAL CEILINGS. 1/2' GYPSUM BD. (TAPED & ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE II' OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SD SINGLE & MULTg�LE STATION SMOKE ALARMS SPACKLED-3 COATS MIN.) ON ALL CHANGE N ROOF SLOPE OR DIRECTION; AND PERFORATED SHEARWALLS. SELECTED BY OWNER (MAX RISER HGT CHECK FOR BEARING CAPACITY OF SOIL AND WATER DWG N0. WALLS & CEILINGS. (TYP) CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BUILDINGS EXTG. WALLS TO REMAIN AROUND Af L ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2' WOOD STRUCTURAL 8-1J4' & MIN. TREAD DEPTH SHALL BE TABLE LEVEL. t� CARBON MONOXIDE DETECTOR SMOKE DETECTOR �R=38 SPRAY FOAM INSULATION N ALL FLAT CEILINGS. BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL BE CORROSION RESISTANT (MINIUM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W/ SD 9') MIN. HEAD ROOM 6'-8'. HANDRAIL ON NEW CONSTRUCTION �RR=34 SPRAY FOAM INSULATION IN ALL FLOORS OVER UNCONDITIONED 1/2' MOISTURE RESISTANT GYPSUM APPENDIX J POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. SPACE ALL EXPOSED FASCIAS & TRIM TO BE COMMON NALS @ 6' O.C. AT PANEL EDGES AND R313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH o 100 CFM FAN *R-38 SPRAY FOAM INSULATION IN ALL FLOORS OVER OUTSIDE AIR BD. (TAPED & SPACKLED-3 COATS CAPPED B`( ALUM. 12' O.C. N FIELD. EXTERIOR SHEATHING SHALL BE HANDRAIL HGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR BEARING WALL /� �O� MN.) BEHIND ALL TUBS, SHOWERS, CONTINUOUS FROM BOTTOM PLATE TO THE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION N ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE FROM BOTTOM OF NEW SIDING TO GRADE. _�_ SPRAY FOAM INSULATION IN ALL EXTERIOR WALLS. /--'� SINKS & WC IN BATHROOMS, (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEFT PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDINGS STAR TREAD NOSNG, HANDRAL SHALL X POST TERMINATION NEW P.0 FND. WALL UPPER TOP PLATE, WITH ALL PANEL EDGES HAVE A PERIMETER DIMENSION OF AT RAKES TO RECEEVE 'STCiiMGUARD' LEAK BARRIER WRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED N HOLD DOWN SEE SHT N-01 CS-WSP . CONTRACTOR TO VERIFY EXISTING FIRST FLOOR - BY 'GAF' OR APPROVED EQUAL. AT ALL EVES & OVER FRAMINGSOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGONE REPAIR, ALTERATION, LEAST 4' & NOT GREATER THIN 6-1/4' SCALE SHT. T.G. TEMPERED GLASS N0. HOLDOWNS ARE REQUIRED AT EACH END OF WINDOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 U.N.O. (Continuously sheathed wood structural panel) RAKES. EXTEND UNDERLAYMENT 24' PAST THE . WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W/ AMAX CROSS SECTION OF 2-1/4'. FASTENERS 6' EDGE 12' FIELD +�TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. PERFORATED SHEAR WALL INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. AS NOTED ISSUED FOR: i DATE DESCRIPTION s I' , 7/22/22 DOB SUBMISSION I i 8/29/22 DOB SUBMISSION �W E I 3 T 6. k I I NO. DATE DESCRIPTION 1'-6n 6'-6v —rin � T 2i-6n JL v v 12'-0" __ _ 26'-0" 8'-0" 2'-6" �� 12'-111,18" 19'-0 7/8' CONTRIDGE-VENT- � CONT.-RID E VENT 14' M.L FjIDGE 14' M.L RIDGE T/0 RIDGE 1'-8n 12 12 5 12 12 J 12 12 12 Off' 2x6 C.T ® 32' O.C. 2+jO Off' 2x6 C.T 0 32' O.C. 2tjp UPPER THIRD 99 UPPER THIRD �9 SECOND LEVEL PLATE HEIGHT � � 12 �` ti ATTIC o Ir 6.5 ATTIC 01 12 a> v 1EI 6 3/4" C 5 �' 3/`+" 6.5 �, — - --- °° 0 _ . � v FT — ,�, o -� Z = Q Q n MOM (3)11-1/4' M.L. HDR I � Q CIO cx> ww rl_ SECOND LEVEL SUBFLOOR o C MAIN LEVEL PLATE HEIGHT N w LrL ' Q LF DROPPED LUL BEAM DROPPED LVL BEAM x` —. 1„ T 1- __ U 0 ( ' DESIGN BY SUPPLIER I " N t ENTRY REAR , COVERED ; N w F COVERED WI �, PORCH '13' Q 0 ' E COVERED ENTRY Q � it DINING ROOM �- �— GREAT ROOM �► X M PORCH 'A' . P CH A .� COVERED �� VAULTED CEILING T u Q PORCH 'B' �, o 0 Q CD f( o o 0- Fr 11-7/8' T.J.I. FL JTS 16' O.C. (210 SERIES) 3/4" T&G SUBFLOOR 3/4" T&G SUBFLOOR GLUED AND NAILED GLUED AND NAILED A , MAIN LEVEL SUBFLOOR (ECFV. 12.5) , STONE a a -- a a . 0_1111=1111 =1111=1111=1111=1111-1111=1111=1111 ' °0 11-7/8' T.J.I. FL JTS 0 16' O.C. (560 SERIES) III_1111-1111=1111=1111= _1111=1111=1111 ' ° 11-7/8' T.J.I. FL JTS 0 16' O.C. (210 SERIES) 11-7/8' T.J.I. FL JTS o 16' O.C. (560 SERIES) III=1111=IIIc=1111=1111_ VENEER ° 1111-1111_111-1111_1111_1111=1111=1111=1111=11 1=1111=1111=1111=1111-1111 1111=1111_1111=11 a�-1111=1111=1111=1111-1111 . �` G �� 11=1111=1111:=1111=1111=1111=1111=1111=1111=1111=11 =1111=1111=1i''-1111-1111-III _ _ 11=1111=1111=1111« o =1111=1111=111 —'ill-1111=III ° ° _ =1111=1111 1=1111=1111=1111=1�1'—'''I=tll1-1111=1111=1111=1111= _1111=1111='' '1=1111=11 111-1111-III _1111-1111 � 1=1111-1111=1111=1111- _1111=1111=1'' 'I1111-1 III=1111=III AVERAGE GRADE {ECFV. 9.0O•y n� 1111=11 ' 1111-1111="" -1111=1111=1111=1111=1111 0 1111=1111=III 1111=1111 1111=1111= III=1111=11' 1111=1111= I=1111-1111 1111=1111=III 1111=1111 1111-1111= Z e e e e {' _1111=1111 11_1111-11 IIII-1111=111f=1111=1 DROPPED LUL BEAM =1111=1111_ =1111=III 111=1111=1' =1111=1111 II-1111=11 1111_1111=1 DROPPED LVL BEAM =1111=1111_ =1111=111 111=1111_11 t * ' 1=1111-11 1111=1111 =1111-1111-1111=1111 BASEMENT = 1111=1111=11 II=1111 1111=1111 I=1111=11 IIII=1111 =1111=1111 ,1111=1111=111 II=1111 1111=1111= I 1111=1111 II=1111= 111=1111=1111-1111=1 n =1111=1111= '1111=III 111=1111= '1111=1111 II-1111= 1111=1111=1 n i— —1111=1111= =1111=111 III-1111— , _111011,' ° IIII=11 .1111=1111=1111=1111 ° , 3-1/2 ASTEEL COLUMN ON J = ,0 1111=1111=1 =1111 IIII=111 =1111_11' , IIII=11 .1111=1111 3-1/2 'STEEL COLUMN ON X1111=IIIf=11 =1111 1111=III .� 111=1111 II=1111' 11=1111-1111=1111=1 30 x30 x12 CONC FTG v o —1111=1111= 1111=111 111-1111= 111-1111 II=1111` 111=1111=1 30 x30 x12 CONC FTG =1111=1111= 1111=III III=1111= '9T 036276 =1111= 1111= 1111=1111=1111=1111 > z 1111=1111=1 =1111 1111- _1111= 1111= =1111=1111 BASEMENT W/ 4 #5 REBAR EACH WAY 1 �z _> °II11=1111=1 =1111 1111= FoF NES 1111=1111=1111_1 W/ 4 #5 REBAR EACH WAY I� <_ _ � _; a —1111=1111 11=IIII=1 t--I � =1111= � 'III=1111=1111-1111 ° cry &-D o °0 1111=1111= =1111=1111 «, 1111=IIII=1 _1111=1111_1111= mLLJ =1111=111' '1=IIII=1 =1111=1111: 11=1111=1111=1111 ° _ � °'11111=1111= =1111=1111 � � � 4 IIII=1111= =1111=1111=IIII=1CD o a`=111111=1T1 i=1T11=1 4" CONC FLOOR OVER �� °=111=111 i=1111=1111=1111 4' CONC FLOOR OVER 0 o IIII=1111= IIII=1111 �, nllll=1111= R 1111=1ni=1111=1 6 MIL POLY MOISTURE BARRIER =Fill=u =1111=1 6 MIL POLY MOISTURE BARRIER ca =Fill=lir =u11=1111-1111 4' CLEAN GRANULAR FILL G"<1111-1111= 1111-1111 4' CLEAN GRANULAR FILL ° e Ili1=1111= '1i=1111=1111=1 - =Fill=1 =IIII=1 =1111=111 =inl=1111=11 �n� 11ii= DRAIN TILE In-1i � 11�1= DRAIN TILE AS REQ'D. ' DRAIN TILE DRAIN TILE AS REQ'D. AS REQ'D. AS REQ'D. I. DRAWING 1 2 SECTIONS A-07 SCALE: 1/4'=1'-0' A-07 SCALE: 1/4'=1'-0' s PROJECT: Roberts Premier a Development LLC 910 Glenn Road, Southold, NY 11971 DATE 7/22/22 PROJECT NO. 22/018-Roberts DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: NO CHECK BY. MS NOTE: NOTE: NOTE: TE: 1/2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS; WHERE EVER THERE IS A ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE II' R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAIR & RAILNG. TD BE EXTG. WALLS TO BE REMOVED �R=38 SPRAY FOAM INSULATION IN ALL CATHEDRAL CEILNGS. PERFORATED SHEARWALLS. SELECTED BY OWNER (MAXI RIScR HGT OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO SPACKLED-3 COATS MIND ON ALL CHANGE IN ROOF SLOPE OR DIRECTION; AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SD SINGLE & MULTIPLE STATION SMOKE ALARMS DWG NO. WALLS & CEILINGS. (TYP) CHECK FOR BEARING CAPACITY OF SOIL AND WATER AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BUILDINGS 8-1/4' & MIN. TREAD DEPTH SHALL BE EXTG. WALLS TO REMAIN *R-38 SPRAY FOAM INSULATION IN ALL FLAT CEILINGS. SHEATHING TO BE MIN. 1/2' WOOD STRUCTURAL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL TABLE LEVEL. C CARBON MONOXIDE DETECTOR SMOKE DETECTOR BE CORROSION RESISTANT (MINIMUM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W/ 8D 9') MN. HEAD ROOM 6'-8'. HANCRAL ON NEW CONSTRUCTION ` RR=34 SPRAY FOAM INSULATION N ALL FLOORS OVER UNCONDITIONED .^ 1/2' MOISTURE RESISTANT GYPSUM APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. SPACE ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS ® 6" O.C. AT PANEL EDGES AND R313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH a 100 CFM FAN *RR=38 SPRAY FOAM INSULATION N ALL FLOORS OVER OUTSIDE AIR BD. (TAPED & SPACKLED-3 COATS HANDRAIL HGHT NOT TO BE LESS THAN BEARING WALL T CAPPED BY ALUM. 12' O.C. N FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION N ACCORDANCE WITH APPENDIX J. AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR RR=21 SPRAY FOAM INSULATION N ALL EXTERIOR WALLS. A-07 NEN.) BEHIND ALL TUBS, SHOWERS, CONTNUOUS FROM BOTTOM PLATE TO THE ST & NOT MORE THAN 36' ABOVE FROM BOTTOM OF NEW SIDING TO GRADE, SINKS & WC N BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDINGS STAIR TREAD NOSING. HANDRAIL SHALL Y. POST TERMINATION NEW P.0 FND. WALL UPPER TOP PLATE, WITH ALL PANEL EDGES RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER WIRING WHEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED N HAVE A PERIMETER DIMENSION OF AT HOLD GOWN SEE SHT N-01 OVER FRAMING. CONTRACTOR TO VERIFY EXISTING FIRST FLOOR SCALE SHT. NO. BY 'GAP'' OR APPROVED EQUAL. AT ALL EVES & SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4' & NOT GREATER THAN 6-1/4' CS-WISP HOLDOWNS ARE REQUIRED AT EACH END OF WINDOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 U.N.O. T.G. TEMPERED GLASS (Continuously sheathed wood structural anel) RAKES. EXTEND UNDERLAYMENT 24' PAST THE PERFORATED SHEAR WALL. WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE N OCCUPANCY, ADDITION, OR RELOCTION IN W/ A MAX CROSS SECTION OF 2-1/4'. FASTENERS 6' EDGE 12' FIELD P TO BE PROVIDE N CEILINGS EXPOSED TO UNHEATED SPACES. INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. A$NOTED t . ,,,,�.,-..,.,,.--n �. :,.�:�. -a.-,�.�_.,,.,�.::-.,.,��,. �,,.,,�..,..,�..�. �,�,��„�.�.,..«.,..�.,.w,.s �.:.�-s.:�.�.....,.�•.�...n„r�,..�,-.,.xa�..-�.�:z�.,��,>,,..�.,� ..�,-,w�r.�.H.:,�.�,..- .. _. ,�.,�.�. � ,. �,�„��. ,., „�.,� ,�� -�..�„--� .�..;.�.:...,..:... �,-fi..,,�-_.,_n.._.:. .,,�.ro�,.�„�,.....mM..s..��.a��.�,�,�,�..�,. .� .�,.�...,�,.�,�.�.��..�.�,..,-�.....�,�.�....,._.,,.....,..�......... .. . .�.. _.. ...... ,,...,..�...�.,ew...�.� ' ------------ ----'---- ----' -' - - -� -------- - '- ---- ------�--�---------------'--------------- - -'-- ---- � ' ISSUED FOR: "I DATE DESCRIPTION 7/22/22 DOB SUBMISSION 8/29/22 DOB SUBMISSION 14' ML RIDGE 161. NO. DATE DESCRIPTION 12 COVERED LIJ 14Lli / DROPPED PJ ���k '^^EYEBROWS LVL BEAM IN SOFFIT ABOVE AS IN SOFFIT ABOVE upoLE 1 4 1 000N-. RIDGE VENT 14 " 12 Ile 14' ML GE 1+3 12 00 � 14' ML, RIDGE 12 14 E 14 A�11 CIL 0 cr_ < 10 op GLUED AND NAILED GLUED AND NAILED 43 co 10 W14x3O STEEL BEAM (UPSET)__� TRUSSES DROPPED LVL BEAM_/ V) C: IN SOFFIT ABOVE RESOURCE 0 _(__ 0 COVERED DINING ROOM COVERED KITCHEN HALL MUD co co ED C 4-2x12 OR 117/8' CDF [if LVL STRINGERS GLUED AND NAILED 0 6x6 10/10 GA WVVM GLUED AND NAILED STONE CAP U -7 362 BASEMENT BASEMENT 2x6 STUDS 16'o.c. 4 cf-) -Ir -2x12 OR 117/8' CC 00 CT) 4", LVL STRINGERS L2 Lv cp CD 16'x 8' CONC FTG VVI CD ol CONT. REBAR 4' CONC FLOOR OVER CT 4' CONC FLOOR OVER 64:1111 1111 6 MIL POLY MOISTURE BARRIER 6 MIL POLY MOISTURE BARRIER ^ ' ' �UU �� -- IAL DRAIN TILE DRAWING t AS REO'D. DRAIN TILE AS AS REODRAIN -- DRAIN' - ' LE SECTIONS jol SCALE 1/4*=Y-O^ Roberts Premier " Development LLC ' 910 Glenn Road, Southold, NY 11971 DATE 7/22/22 PROJECT NO. 22/018-Robefts DRAWN BY IVIS NOTE, FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A [DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: NOTE: CHECK BY. MS ISM R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NOTE: ROOF NTERSECTIONS; WHERE EVER THERE IS A NEW WOOD STAIR & RAILING. TO BE EXTG. WALLS TO BE REMOVED BZ28 SPRAY FOAM INSULATION IN ALL CATHEDRAL CEILNGS. 1/2' GYPSUM BID, (TAPED & ALL EXTERIOR WALLS ARE DESIGNED AS *TYPE 11' EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE OWNER RESPONSIBLE FOR ORDERING SOL TEST TO SINGLE & MULTIPLE STATION SMOKE ALARMS -3 COATS MIN.) ON ALL CHANGE IN ROOF SLOPE OR DIRECTION; AND DWG NO. SPACKLED PERFORATED SHEARWALLS. SELECTED BY OWNER (MAX RISER HGT CHECK FOR BEARING CAPACITY OF SOIL AND WATER EXTG. WALLS TO REMAIN WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED MEN INSTALLED IN BUILDINGS 8-1/4' & MIN, TREAD DEPTH SHAH BE R-38 SPRAY FOAM INSULATION IN ALL FLAT CEILINGS. SHEATHING TO BE MIN. 1/2' WOOD STRUCTURAL TABLE LEVEL, CARBON MONOXIDE DETECTOR SMOKE DETECTOR BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-STE ELECTRICAL 00M BE CORROSION RESISTANT (MINIMUM 26 GAUGE) 9') MIN. HEAD ROOM 6-13'. HANDRAIL ON *R-34 SPRAY FOAM INSULATION IN ALL FLOORS OVER UNCONDITIONED PANELS ON EXTERIOR ATTACHED W1 80 APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. NEW CONSTRUCTION SPACE 1/2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS @ 6' O.C. AT PANEL EDGES AND I R313.1.2 POWER SOURC ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR 100 CFM FAN *Ez3 BID. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. 12' O.C. IN FELD. EXTERIOR SHEATHING SHALL BE HANDRAIL HGHT NOT TO BE LESS THAN CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH BEARING WAJLL -8 SPRAY FOAM INSULATKDN IN ALL FLOORS OVER OUTSIDE AIR MIN.) BEHIND ALL TUBS, SHOWERS, IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J, 34' & NOT MORE THAN 36' ABOVE AWAY FROM THE HOUSE. MAINTAIN MIN. 6* CLEAR F *R-21 SPRAY FOAM INSULATION IN ALL EXTERIOR WALLS. A-08 SINKS & WC IN R313.42 EXISTING BILLIDINGS STAIR TREAD � (TYP) ALL VALLE: , CHIMNEYS, SKYLIGHTS, EAVES AND CONTNUOUS FROM BOTTOM PLATE TO THE SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING FROM BOTTOM OF NEW SIDING TO GRADE X POST TERMINATION NEW WALL HANDRAIL SHALL � . OVER FRAMING. CONTRACTOR � ' fi ISSUED FOR: DATE DESCRIPTION 7/22/22 DOB SUBMISSION 8/29122 DOB SUBMISSION F ROOF SEE PLAN FOR MATERIAL (1) LAYER 15# FELT UNDERLAYMENT 1/2' OXBOARD SHEATHING W/ CLIPS 12 VENT BAFFLES AT SEE EVERY TRUSS SPACE PLAN (MIN. 1' CLEARANCE) 2_' o EE PLAN ICE & WATER SHIELD TO 24' PAST INSIDE WALL REVISIONS MIN. R-38 INS L TION 7-0% 23'-0' 2 NO. DATE DESCRIPTION "_r), n CONT. RIDGE VENT 1.0 n„ 111 5/44 ON 4/410 14- M.L RIDGE t I I ra VAPOR BARRIER-� HARDIETRIM 12 14 5/81 GYP ED 2X SUB-FASCIA W/ 2X4 LOOKOUTS AT 24' O.C. W/ HARDIESOFFIT - CONT. RIDGE VENT 4'-0” VENTED AS REQUIRED 14' M.L-RIDGE EXTERIOR WALL EXTERIOR FINISH 12 - SEE ELEVATIONS 14 (2) LAYERS 15# FELT PAPER 3/4' T&G SUBFILOOR 112' OSB SHEATHING CP* BEDROOM #3 2X6 STUDS AT 16" O.C. - GLUED & NAILED W/ - MIN. R-21 INSULATION RING SHANK NAI-S - VAPOR BARRIER - 1/2' GYP BID co MIN. R-21 CLOSED FLOOR TRUSS SYSTEMff CELL SPRAY FOAM INSULATION D 1-D 16' T.J.I. FL JTS 16' O.C. (360 C'\j WEESS'T SERIES)fW&RUM 12CIO E 1/2' GYP BD C, 0 EXTERIOR WALL a) T_ EXTERIOR FINISH z SEE ELEVATIONS MASTER < (2) LAYERS 15* FELT PAPER < 0 BEDROOM 0 z 112" OSB SHEATHING C: < C-) 0 2X6 STUDS AT 16' O.C. GARAGE 0 -0 (T) n MIN. R-21 INSULATION i VAPOR BARRIER W CD < 112' GYP BD 6 ' C/D 3/4T&G SUBFLOOR GLUED AND NAILED S 00 U 00 LAO 3/4' T&G SUBFLOOR— C? 0 - GLUED & NAILED W/ 11-7/8' T.J.I. FL JTS 0 16' O.C. (210 SERIES) 4" CONC FLOOR W/ > -r N co RING SHANK NAI-S 6x6 10/10 GA WWd M < -6 (D �3 DROPPED LVL BEAM u) C ILI I== ILI 0 a_ MIN, R-21 CLOSED 0 NI :1111= C)I,, 0- 0 CELL SPRAY FOAM INSULATION BASEMENT n -T- (_r) ED112' ::D GYP BID 4' CONC FLOOR OVER FOUNDATION WALL 6 MIL POLY MOISTURE BARRIER j 2 WATCHDOG DAMPPROOFING III4' CLEAN GRANULAR FILL 0 POURED CONCRETE WALLIIIA SEE PLAN FOR HTS & WIDTHS t> 2 REINFORCING AS REQUIREDDRAIN TILE I 036276 A- AS REM. A-09 SCALE: 1114-4-0- op NES 13-9' SEAL ALL JOINTS CfD BETWEEN SLAB & I_]T_ FOUNDATION WALL 4' CONC FLOOR OVER- 2' RIGID INSULATION DRAIN TILE AS REO'D ON MIN 2' CRUSHED ROCK OR WASHED GRAVEL W/ MIN 6° COVER OF SAME MATERIAL 20" X 12' CONCRETE FOOTING DRAWING MIN. 6 MIL OR 3 MIL CROSS-LAMINATED— W/ CONTINUOUS REINFORCING SECTIONS POLY, LAPPED 12', UNDER INSULATION AND 4' PERFORATED DRAIN TILE OVER MIN. 4' SAND (GAS PERMEABLE LAYER) W FILTER FABRIC PROJECT: A-0,3 / SCALE: 1/4'=1'-0' Roberts Premier i Developlement LLC 910 Glenn Road, Southold, NY 11971 DATE 7/22/22 PROJECT NO. 22/018-Roberts DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: CHECK BY. MS 0 NQM R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NOTE: 1 1/2' GYPSUM BID. (TAPED & ROOF INTERSECTIONS; WHERE EVER THERE ISA NEW WOOD STAIR & RAILING. TO BE EXTG. WALLS TO BE REMOVED R-38 SPRAY FOAM INSULATION IN ALL CATHEDRAL CEILINGS. ALL EXTERIOR WALLS ARE DESIGNED AS *TYPE r OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO SINGLE & MLLTIPLE STATION SMOKE ALARMS DWG NO, EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SPACKLED-3 COATS MIN.) ON ALL CHANGE IN ROOF SLOPE OR DIRECTION AND PERFORATED SHEARWALLS. SELECTED BY OWNER (MAX RISER HGT CHECK FOR BEARING CAPACITY OF SOIL AND WATER EXTG. WALLS TO REMAIN BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL 8-11;4- & MIN. TREAD DEPTH SHALL BE *R-38 SPRAY FOAM INSULATION IN ALL FLAT CEILINGS. WALLS & CEILINGS, (TYP) SHEATHING TO BE MIN. 1/2' WOOD STRUCTURAL TABLE LEVEL. (CM CARBON MONOXIDE DETECTOR SMOKE DETECTOR BE CORROSION RESISTANT (MINIMUM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W/ BID BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 91 MIN. HEAD ROOM 6-8'. HANDRAIL ON NEW CONSTRUCTION R-34 SPRAY FOAM INSULATION 14 ALL FLOORS OVER UNCONDITIONED 1/2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS @ 6' O.C. AT PANEL EDGES AND APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. SPACE R313.1.2 POWER SOUR ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR 100 CFM FAN *R-38 SPRAY FOAM INSULATION IN ALL FLOORS OVER OUTSIDE AIR HANDRAIL HGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE. MAINTAIN MIN. 6* CLEAR —1 BID. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH F BEARING WALL *R-21 SPRAY FOAM INSULATION IN ALL EXTERIOR WALLS, MIN.) BEHIND ALL TUBS, SHOWERS, 34' & NOT MORE THAN 36' ABOVE A-09 CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE. X POST TERMINATION NEW P.0 FIND. WALL SINKS & W.0 IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND LATE. WITH ALL PANEL EDGES SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDINGS STAIR TREAD NOSING. HANDRAIL SHALL UPPER P HOLD DOWN SEE SHT N-01 RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER OVER FRAMING, WRING WHEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN AVE A PERIMETER DIMENSION OF A CONTRACTOR TO VERIFY EXISTING FIRST FLOOR CS_WSP SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION T 4' & NOT GREATER THAN SCALE SHT. NO. BY 'GAF' OR APPROVED EQUAL. AT ALL EVES & H LEAS AN 6-1/4' T.G. TEMPERED GLASS cc RAKES. EXTEND UNDERLAYMENT 24" PAST THE OLDOWNS ARE REQUIRED AT EACH END OF WINDOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 U.N.O. (Continuously sheathed wood structural panel) WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION W/ A MAX CROSS SECTION OF 2-1/4', *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. PERFORATED SHEAR WALL. FASTENERS 6' EDGE 12' FIELD INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. POWER FROM THE BATTERY. WRING SHALL BE ACCORDANCE WITH APPENDIX J. AS NOTED TABLE RSCHE1IDULE NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) ANCHOR BOLT SPECIFICATION ISSUED FOR: FASTENING SCHEDULE (REQUIRED AT EACH BUILDING CORNER) DATE DESCRIPTION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER", NUMBER AND TYPE SPACING AND LOCATION NOTE:AND FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) r. (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONSXAS PER WFCM) Roof SECOND FLOOR ATTACHMENT TYPICAL TYPICAL 48d box(2112"x 0-113")or ALL STRAPPING TO BE 1 1/4720 GAUGE STEEL OR 'SIMPSON' EQUIVALENT I (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) SPACING CORNERS 7122/22 DOB SUBMISSION 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2112"x"0.131");or Toe nail CS20 (COILED STRAP] ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING 3-16d box(3 x 0.128 ),or 3'-0' o.c. (1-3 story) 6• m, 3-3"x 0.131"nails ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. ADJUSTABLE 12' max. 4-8d box(21/2'x 0.113");or SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL HANGER 2 Ceiling joists to top plate 3- commas(2112"x 0.131");or Perjeist,toe nail CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FINISHED IN 'IMAX, 3-11 0d box(3"x 0.12E),or 3-3"x 0.131"nails POST HOT-DIP GALVANIZED OR STAINLESS STEEL. Ceiling joist not attached to parallel rafter,laps over 416d box(3"x 0. 28");orRJ ROOF 'SIMPSON! HDU5-SDS2.5 3 partitions(see 3ectia_rj R802��and Table 8802 5 2) 3-16d common(3112'x 0.162");or Face nail AT RAFTER TO RIDGE BOARD CONNECTION ITER • 4-3"x 0.131"nails BOARD/BE/4M • .,_�2-160 COMMON Celli Dist attachedto arallel rafter heel Dint FOR RIDGE STRAP - (3) 8D COMMON AT EACH END OF STRAP • NAILS o 6' O.C. , . •.. .. 4 ng 1 P { joint) Table 8802.52 Face nailULL - '�' ' ' • iO (see Se fan R8302_52 and Table ReLD2.5.2) - FOR ALT. COLLAR TE - (3) 1DD COMMON NAILS AT EACH END COLLAR TE OF STUD LENGTH � Collar tie to rafter,face nail or 1114"x20 ga.ridge 4-1 Od box(3"x 0.128");or 5 strap to 3-1 Od common(3"x 0.148");or Face nail each rafter BLOCKING PLAN • rafter 4-3"x 0.131"nails AT RAFTER TO RIDGE BEAM CONNECTION ® ENDWALL 3.16d box nails(3112"x 0.135");or 3-1 Od common nails(3"x 0.148");or 2toe nails on one side and 1 toe nail FOR ADJUSTABLE (10) 10D COMMON NAILS AT FACE 6 Rafter or roof truss to plate 4-1 Od box(3"x 0.128'T,or on opposite side of each rafter or truss) JOIST HANGER - (5) 10D COMMON NAILS AT RAFTER 43"x 0.131"nails 'SIvIPSOM LSSU28 4-16d(311.2"x 0.135"),-or WASHERS 3-1 Od common(3"x 0.148");or Toe nail ROOF & END NUT SETUP -� 4-1 Od box(3"x 0.128");c NOTE FOR CATHEDRAL C�LNG RAFTER Roof rafters to ridge,valley or hip rafters or roof 4-3"x 0.131"nails AT SLOPING RAFTERS OR RAFTER TO CELNG DOUBLE SILL PLATE o 7 raftr o me nimum 2 ridge beam 3-16d box 3112"x 0.135");or HEADER CONNECTIONS PROVIDE JOIST 'SIMPSONHDU5 (SINGLE FOR SLAB ON 2-16d common(3112'x 0.162");or End nail SIMPSON 'LSSU28' ADJUSTABLE HANGER. GRADE APPLICATIONS) • - c s) 3-t Od box(3"x 0.128");or N ADDITION TO STRAPPING 0 RIDGE. ROOF • a l 5 3-3"x 0.131"nails RAFTER 5/8' DIA. ANCHOR REVISIONS TOP PL Wall AT RAFTER TO TOP PLATE TO STUD CONNECTION CEILING BOLTS (TYP) •"' m JOIST FIRST FLOOR ATTACHMENT :9 NO. DATE DESCRIPTION 16d common(3112"x 0.162") 24"o.c.face nail FIB (5) 100 COMMON NAILS AT EACH END OF STRAP 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or 16"o.c.face nail BY'SIvPSON' POURED '' :, o 3 3"x 0.131"nails (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) CONCRETE 9 Stud to stud and abutting studs at intersecting wall 16d box(3112"x 0.135");orr "$ $�' FOUNDATION comers Tx 0.131"nails 12"o.c.face nail WALL (at braced wall panels) 16d common(311,.2"x 0-162") 16"o.c.face nail MM SECTION 10 Built-up header(2"to 2"header with 112°spacer) 16d common(3112"x 0-162") 16"o.c.each edge face nail ALL CLIPS & STRAPS CAN BE MOUNTED STUD NOTES 16d box(3112*x 0.135") 12"o.c.each edge face nail FROM EITHER ALL EXTERIOR OR ALL NOTES :HDU5-SDS2.5--� 5-8d box(21/2"x 0.113");or INTERIOR, BUT NOT A COMBINATION OF BOTH. \ 11 Continuous headerto stud 4-8d common(2112"x 0.131");or Toe nail t USE 5/8' DIA. ANCHOR BOLTS W/ MINIMUM T EMBEDMENT INTO 4-1Odbox(3"x 0.128") -160 COMMON CONCRETE W/ 3' SQUARE x 114' WASHERS AND END NUT SETUP. 16d common(31f2"*0.162") 16"o.c.face nail AT STUD TO FLOOR ASSEMBLY NAILS * 6' O.C. 12 Top plate to top plate 10d box(3"x o 128");orTO STUD CONNECTION FOR FULL LENGTH 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY 3"x 0.131"nails t2"o.c.face nail (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) OF STUD HOLD DOWNS FOR SHEARWALLS. &1lid common(3111"x 0.162");or S�� ' BLOCKING 12-t6d box on( 1 0.x 0.1 or Face nail on each side of end joint �g 0 ENDWALL 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO 13 Double top plate splice 12-16d box(3"x 0.128"); ); (minimum 24"lap splice length each FOR STRAP - (4) 8D COMMON NAILS 12' MAXIMUM FROM ENDS AND CORNERS. 12-3"x 0.131"nails side of end joint) AT EACH END OF STRAP SHOE PL Bottom plate to joist,rim joist,band joist or 16d common(3112'x 10.162") 16"o.c.face nail SUBFLR ` BLOCKING AT ENDWALL 14 t"x box 1"n x 0.135");or FOR ALTERNATE - FOR 100 COMMON NAILS (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) blocking(not at braced wall panels) t2"o.c.face nail RM JOIST FLOOR :' ''�•d ., 3"x 0.131"nails STRAP CONFIG. FOR EACH STRAP Bottom plate to joist,rim joist,band joist or 3-16d box(31!2'x10.1 35");or 3 each 16"o.c_face nail (TWO STRAPS TOTAU JOIST �. '• * ;: . ;, ; 15 blocking2-16d common(3 12"x 0.162");or 2 each 16"o.c.face nail • , RIDGE (at braced wall panel) .,,, „ "; : • 43"x 0.131'nails teach 16"o.c.tace nail •�'• . ., • .: • • 4-ed box(211"x 0.11,3");or TOP PL .'• ��• •"� • �• 3-1 lid trox(3�12"x 0.135");or FOR SECOND FLR - SHEATHING TO OVERLAP ;, BLOCKING 2 BAYS --7\ 48d common(2112"x 0.131');or Toe nail ADDITIONS FIRST & SECOND FLOOR & • BACK 0 48' oc. 5/8' DIA, THREADED ROD EMBEDDED ATTIC 4t box ' x0.128");or STUDS BY MM. 12' 12 1/2' INTO CONCRETE W/ 'SIMPSON ET is Top or bottom plate to stud 4-3"x b.t31"nails ALL STRAPPING, ANCHORS, HOLD DOWNS, (HIGH STRENGTH EPDXY ADHESIVE) & FOR 3-16d box(31/2'x 0.135");or 2-t lid common(3112"x 0.162");or & ADHESIVES TO BE INSTALLED AS PER 3-1 Od box(3"x 0.128");or End nail MANUFACTURES SPECIFICATIONS. TEMPERATURES (0 DEG TO 40 DEG F) USE 3-3"x 0.131"nails 'SMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) 3 3-10d box(3"x 0.128");or OPU 17 Top plates,laps at corners and intersections 2-15d common(31/2'x 0.162"); d or Face nail NOTE: 3-3"x 0.131"nails 3-8d box(21f.2 C^ U "x 0-113");or NAILING & STRAPPING AT ALL STRAPPING TO BE 1 114720 GAUGE STEEL OR 2-Bdcommon(2112°x�i131",;or EXTERIOR WINDOW / DOOR HEADERS 18 1"brace to each stud and plate Face nail SMPSON' EQUIVALENT - CS20 (COILED STRAP) FIRST & SECOND FIL 2-10d box{3"x 0.128" �or 2 staples 1314" SHOE PL (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHNCD Z a 3-9d box(2112"x 0.113");or SUBFLR, (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) O v cc Q 19 1"x 6"sheathing to each bearing 2-8d common(2112"x 0.131");or Face nail AT STUD TO FLOOR ASSEMBLY 2-1 Did box(3"x 0.128');or Q " TO SILL PLATE CONNECTION RM JOIST a ' 2 staples, t"crown, 16 ga., 1 14 long FLOOR r e ���� 2 BAYS U 20 1'"x 8"and wider sheathing to each bearing 3-8d box(21f2")4 0.113");or Fare nail FOR STRAP - (4) 8D COMMON NALS JOIST NAILING SC H E D U LE B : (WOOD FRAME CONSTRUCTION MANUAU ,� iz 3-8d common(2112"x 0.131");or O Z AT EACH END OF STRAP ROUGH OPENING REQUIREMENTS FOR WNDOW OPENINGS n,....�1 BACK 0 48 o c. 3-1 Qd box(3"x 0.126");or 3 staples, 1"crown, 16 ga.,1314"long WRAP STRAPPING IRJDffI SILL PLATE SILL PL. Q Wider than 1 x 6' • Notation r.� EXCEPTION 1 N s 4-8d box(2112"x 0.113");or +. .': ;• ,t •4 Rough A B C D E F -` ® , < WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE U 3-8d common(2112"x 0.131");or " �'• ;•;',:• ,• a• Opening .. .. 3.1 Did box(3"x 0.128");or '.; • °' • ' • �. ENDWALL OR WHEN A HP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. co 4 staples, 1"crown, 16 ga., 1314"long • " ' •, 0 Oki 2'-Oa 2 (1) 2x4 1 1 1 1 ALO Floor . :• e 4._ r. fi. ods N N 0 4 (112x4 2 2 2 2 NAIL SPACING FOR SHEATHING PRESSURE ZONES N 4-8d box(2112'x 0.113");or ` q ' f l 3-8d common(2112"x 0.131");or '" ZONE 1 ZONE 2 ZONE 3 ZONE 4 21 Joist to sill,top plate or girder 3 1 Doi box(3"x 0.128");or Toe nail •• 6-0 6 (2) 2X4 or M 2x6 3 3 3 3 D Y (� n CE 3-3"x 0.131"nails 8'-0" 8 (2) 2x4 or (11 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C. 8d box(2112"x 0.113") 4"o.c.toe nail (,O 10'-0" 10 (2) 2x6 4 4 4 4 O a- 22 Rimjoist,band joist or blocking to sill or 8d common(2112"x D.t3t");or PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3" O.C. 0 � V plate(roof applications also) 10d box(Tx 0.128")-or 6"o-c.too nail 12'-O" 12 (2) 2x6 5 5 5 5 B 3"x 0.131"nails C E 3-8d box mon x 0-113");0.131 AT STUD LA FLOOR ASSEMBLY 'SIMPSON' A L A L A 2-8d common{2112"x 0.131"};or TO SILL PLATE CONNECTION SP4 Notations : I ' I I I I I I I 23 1"x 6"subflooror less to each joist „ , Face nail (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 8D NAILS AT EACH END OF STRAPPNGS Q O O O O O DA 3-1 Od box(3 x 0.128),or 2 staples, 1"crown, 16 ga., 1314"long t, 3-1 6d box(311.2°x 0.135");or FOR STRAP - (4) 8D COMMON NAILS 'c B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) �� r �� 24 2"subfloor tojoist orgirder 1 " „ Blind • • . 2-16d common(312 x 0.162 ) AT EACH END OF STRAP .�: 'e . . ° q 10 G GQ C� 3 16d box(31/2"x o.t 35") or _ •:'e. ' '. •.• : C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER Q 25 2"planks(plank&beam-floor&roof) At each bearing,face nail WRAP STRAPPING ICER SILL PLATE f; ' : „� F 1� 1 2-16d co mrrton(3112"x 0.162 ) ,t• •.' ' 'd ' D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD TO END it 1Cr 3-1 lid common(3112"x 0.162") ��' ••' • .:' 4-10 box(3"x 0.128")„ nail or End '• OF FADER AT EACH SIDE 26 Band or rim joist to joist 4-3"x0.131"nails;or 4•• ' r 4-311 x 14 ga.staples,1118"crown 'd, ;• E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) 20d common(4"x 0.192");or Nail each layer as follows:32"o.c. G 0 ® G (2) (D (D (2) G '9T X38278 ��� at top and bottom and staggered. F. NU BER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO FOP Nf 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom END VIEW SECTION END OF SILL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) 27 Built-up girders and beams,2- lumber 3"x 0.131"nails staggered on opposite sides layers And: 1 2-20d common(4"x 0.192");or Face nail at ends and at each splice (Regdred for all New Construction THIS CERTIFIES THAT THESE PLANS WERE 3.1'Mbox x( x208 28');or SPLICING OF TOP PLATE and/or Now Additions),$) �o p a PREP„Rm LEER MY ECT,O,,, ,,,,D 4-15d box(3112"x 0.135');or SAL EXTERIOR WALL CONST, SUPERVISION AND TO THE BEST OF MY 3-16d common(3112"A 0.162");or SEE FLOOR PLANS Q Q (D 1@101 1G G3 Q 3 ® 3 KNOWLEDGE, BELIEF AND PROFESSIONAL 26 Ledger strip supporting joists or rafters 4-1 Od box(3"x 0.18');or At each joist orrafter,face nail 3/4' SUB FLOOR GLUED & NAILED TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS ''hk- JUDGEMENT COMPLY WITH THE LATEST 4.3"x 0.131"nails 2x FL JTS SEE PLANS GABLE ROOFS *A4 HIP ROOFS PROVISIONS OF THE NEW YORK STATE BLOCKING ONE STORY SLAB ON GRADE ALL OTHER CASES 29 Bridging or blocking to joist 2-10d box(3'x 0.128"),ar2-8d common Each end,toe nail NSI)_. AS PER PLANS �' UNIFORM FRE PREVENTION, BALDING CODE (2112"x 0-131";or 2-3"x 0.131')nails STRAPPING' A=4 FEET N ALL CASES AND THE NEW YORK STATE ENERGY NAILING REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST. CONSERVATION CONSTRUCTION CODE SPACING OF FASTENERS (4)8D COMMON NAILS o EA END SPACING IS BASED ON V2' SHEATHING & 8D COMMON NAILS DESCRIPTION NUMBERAND OF STRAP (BY SIMPSON) RATIO LIMITS - H/L S 3 V2 Building Minimum 12 Building Minimum 12 ITEM Intermediate Dimension ft. Splice Length ft Dimension ft. Splice Length ft DRAWING OF BUILDING ELEMENTS TYPE OF FASTENERa b,c gesh supportsc•e � � p g � •� � � p g � .� (inches} (inches) PLYWOOD NOT SHOWN TABLE R301.2.1.2 JOIST HANGER BY SIMPSON 12'-0 0 3'-0' 12'-0. 2'-0' Wood structural panels,subf loor,roof ami interior wall sheathing to framing and pa rticleboard wall a heathing to f raming FOR CLARITY WIND-BORNE DEBRIS PROTECTION FASTENING [see Table 8602_3(3)forwood structural panel exferforwall sheathing to wall framing] -- 16 0 ' 0 3'-0 SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d _ n .4-016 r_ n . Ed common(2"x 0.113")nail(subfloor,wall)! SOFFIT MATERIAL AS PER ELEVATIONS SOLD BLOCKING 30 318"-112' 8d common(2112'x 0.131")nail(roof);or FZSRS-01 6 121 SEAMS 20-0" 5'-0' 20-0" 4'-0' (2318"x 0.113")nail(rocf)i STRAPPING: 14 6d common nail(2112'x 0.131");or RSRS-01; r (4)100 COMMON NAILS EA. END OF STRAP 31 132"- t" x d 6 12 x 24'-0" V-0' 24'-0" 4'-0' FASTENER SPACING (211a' 0.113")nal!(roof) OR H8 CONNECTOR (BY SIMPSON) 4 FOOT 6 FOOT 32 1118"- 1114" 10d common(3"x 0.148")nail;or 6 12 28'-0" T-0' 28'-0" 5'-0' FASTENER TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN 8d(21/2'x 0.131")deformed nail TYPICAL BMERIOR WALL CONST. <4 FOOT Other wall sheathtnga SEE FLOOR PLANS PLYWOOD SHEATHING 32'-0" 8'-0' 32'-0" 6'-0' <6 FOOT <8 FOOT 1 1112"galvanized roofing nail,1116"head " (SEE NAILING SHEDIAD PROJECT: 33 12 structural cellulosic fiberboard diameter,or 1114"long 16 ga_staple with r116"or 3 6 36-0 9-0 361-Olt T-0 2-)/2"#6 sheathing „ WOOD SCREWS 16" 12" 9" crown CANTILEVER DETAIL (TYP) 40'-0" 1T_0' 40'-D" 81-0• Roberts Premier 34 25/32"structural cellulosic 1314"galvanized roofing nail,1116"head diameter, 3 6 fiberboard sheathing ar 11/2"long 16 ga-staple with r116"or 1"crown 1 1112"galvanized roofing nail;staple galvanized, 50'-0" 13'-0' 50'-0" 10'-0' WOOD CREWS 16 16 12 35 f.2"gypsum sheathin 111 "Ion ; 1114"screws,Type W or S 7 7 TYPICAL EXTERIOR WALL CONST. HOLD DOWN SEE " Developement LLC 2 g SEE FLOOR PLANS 60-0 16'-0' 60-0 12'-0 s 13/4"galvanized roofing nail;staple galvanized, (9)10D COMMON NAILS 0 EA DETAILS THIS SHEET 36 /8"gypsum sheathings 1 Sle'long;15/8"screws,Type W or S 7 7 70'-0" 191-0' 70'-0" i4'_0• FOR SI:1 INCH=HO mm, .FOOT=304.8 mm,1 POUND=0.454 kg, 910 Glenn Road, END OF STRAP (BY SIMPSON) OVERLAP NEW SHEATHING OVER 1 MILE PER HOUR=1.609 kmR1. Wood structural panels,combination subftloor underloyrnent to framing EXISTING STRUCTURE AS SHOWN. 80'-0" 22'-0' 80'-0" 16'-0' Southold NY 11971 lid deformed(2"x 0.120")nail;or NEW 2ND BOOR Q A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS ANDA 33-FOOT MEAN ROOF HEIGHT. ' 37 314"and less 6 12 PROVIDE STRAPPING AS PER DETAILS T Plate B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 8d common(2112"9 0.131')nail THIS SHT. C.NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. 7 "_ " 8d common(2112"x 0-131")nail,or 6 12 w Spice Length D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY SHALL BE ATTACHED DATE 7/22/22 38 /8 1 8d deformed(2112'x 0.120")nail ( UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWEL 1 1 10d common(3"x 0.148")nail;or `L Q t CAPACITY OF 490 POUNDS. 39 111,8---1 14" 8d deformed(2112"x 0-120")nail 6 12 v t SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE PROJECT N0. 221018-Roberts For Sh 1 inch=25.4 MM,1 foot"304.8 mm,1 mils per hour=0.447 rNet t lest=8.895 MPa. 1. Tabulated spice lengths assume top plate-to-top plate CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Y18"(11.1 mm)AND A MAXIMUM SPAN 2 HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. connectiorlusng 2-16d nals per foot. For shorter spice OF 8 FEET(2438 mm DRAWN BY MS a. Nalsare smoath�amman,box or deformed shanks exoeptwhere otherwlsxe stated Flails used for framing and sheathing connections shall have minimum average bending yield strengths as ' ).PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH shown!80 ksi for shankdiemeter of 0.192 inofr(20d common nail),M Wfor uhank diameters larger than 0.142 inch hurt not larger than 0.177 ir>ch,and 100 kaifor&hankdiametersof 0.142 inch " 3. REFER TO NAILING AND STRAPPING DETALS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. lengths, the nal spachgshal be reduced in order to ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH REMOVE EXISTING SHEATHING 2'-0 or loss• EXISTING FIRST FLOOR provide an equivalent nUmber of nals. TABLE 8301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS S h. Staples are 19 gage wiry and have a minimum 7i,winch on diameter crown width. BELOW NEW 2110 STORY CHECK BY. MS c. Nelly shall he spaoad at not more than 6 Inches on center stall supports where spans are 48 Inches of greater. CONSTRUCTION. 2. Tabulated spice lengths assume a mean roof height of DETERMINED IN ACCORDANCE WITH THE PROVISIONS BE THE BUILDING CODE E NEW YORK d.Four-foot by 8-1001 or 4-foot by 9-foot panels shal be applad vartically S H EARWA L L SEG. DETAIL (TY P} 33 feet. For mean roof heights of 15 feet or less, the STATE.PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPONDING e.9pacingoffastanarbnotMcludedInthis tablcshag babasedonTahleR602_3127. WINDOWS. DWG NO. f.Fcrwoodstruouralpanelr0ofsheathfngatt�hedtogabfalandrocfframingandtoirtermediatesuppertswhhinISIni;45,drmfedgesaAridges.nailsshallbespa:edat6inchesoncenter tabulated values shat bepennitted to be mUlt�Ied by 0.80. whore the ultimata dasgn wnd speed is le ss than 934 mph and shall he spaced 4 inches an center Fib the udmale thing shag c speed 1&130 mph otgrearer but less thin 140 mph. LOAD PATH/ FRAMING DETAIL g. Gypsum sfteathing ahalloonform to ASTM C1396 and shah he installed in accordance with GA 253,Fiberboard sheathing shat conform to ASTM C208. h. Spacing of Nofknar6 on flaot sheathing panel adgas appllas to panel edges supported by framing mgmhirs and required blocking and 4t floss perimatars any.Spacing d favionom on roof N-01 sheathing panel edges applies to paneledgse supposed byhaming members and requhed bbi*ing.91"king of rooforfl or sheathing parleledges perpendicular t0 the framing members need not beprovded2xoQptasrequired byother provls itsofthiscode.Floor perimetersflalbesupported byfiamlrgmembers ofselklblocking. 1.Whera a rafter Is fastened to an adpoant parallel ceiling Joist In accordance with this acteduls,provide two toe nails on one side of the rafter and too nags from the calling Joist totop plate in accnrdancewith this schedule.The toe rreilon the opposite side d the rafter shall not he requhed. J.RSRS-01 is Roof sheathing Ring Shank nail meeting the apecifiartions in ASTM F1667. _ __ __._.__n.._______.._._______-___ _ SCALE SHT. NO. AS NOTED ISSUED FOR: DATE DESCRIPTION 7/22/22 DOB SUBMISSION NTL?:.7 %5LIOULD W'LL. C'=TU LST 001T]0"119;1 Cf'4uF �.N0 AM;.. F)TER13117 I!'JTLAFED VALL �3VIT SIDLS Cr ur._E) f 07-C II SL_ M1 ANEII it a o I P,-i crR;t!I c' _ ,�• L '^� � 4{1 h" ., ��IH ll.1 y P. "fir i' �'I °• �U .7! + I'I, jd - .^' � '". �•"5r!w.�Y:e. SEA.US7 % A I1CP l EES Tu �' f + rr OF REVISIONS USLUT FI FNO. DATE DESCRIPTION , !' �i, �'� �--1'�IGE'aI"'l�L.�,"fMal� 4 � "'� � '`�-, ,,,r-'''• 'f'�'��'f�'°�I;' �p.�i( Ic� _; ,._ ��--�� ��':''�' ties' r` _ p � � 4 AC err , P5 L .� `I 1 PR J - MY k t E fY i�l`i LI I'a 4 11H ,Ickr. r "T WN FERIME ER"SCRE,Z �TFIVIA3RED VIFT 3 F144H4I11INO S'ECT1011 THRU STARWA' ' SECTC?N TFRIT VI.ALL r M. ATTIC ACCESS DETAIL PORCH ROOF DETAIL STAIRWAY DETAIL PICTURE FRAME AIR SEAL SAMPLE PHOTO �-- ' CONTINUOUS E CFS-ALAdT r_ -r COTI`JIPOLIE SE CFADHESIVE CO 0 • CTIT YOLIS BEAD -_ E SEALANT a T")p pi�1 Aircn �. as a MY UPILL6 _G PPE ' � o z 1`10"Y EXT EDOT ` FL�O�OCRIl, FI�L'SS D'AI .'.US .Ac 4FS:kA. EPND 14 FCS',) uEAENT --- � COP, ` o WTP PLATE L N ` r; tLrT oFLE I.. HFNttiD P4 FOP! IC�`aTI'dlDOUS EEIo 3I SEA.tA'T �� , '' `� al 4f EhIA�fT '25� ' c 1 �� - - . . c 10 - Ml STUD r. 4 5.r, �U Lfi � rr." �'� 4+ ��1t15�4iVI«.I. GGI .� +�YI'� &e IJe F 41. Of GIALMT d- .+'--r'r•'r�`J`- rY4, rJOR VY~SrJM 'Pt.-lLlli 0* ..,.. ...,,..».......................«,... .-:'.it'�l,"6'"•fl�,= y 1 A P ti It-'QN!a - q F0F N FLOOR VENT DETAIL WIRING DETAIL PIPE DETAIL FLOOR DETAILS THIS CERTFES THAT THESE PLANS WERE PREPARED UNDER MY DIRECTION AND I,,Pf!'I,p SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL STS'�'( :�T �T S~V I".LF -—f r—f -1 - r' UDC MENTBIONS COMPLY THE LATEST PROVISIONS OF THE NEWEW YORK STATE AND TFIE NEW YORK STATE ENERGY UNFORM FIRE PREVENTION, BOLDING CODE f I';S«!L fi ix� I� .ILTI "'J �'�_:'�;: g,'6�+` CONSERVATION CONSTRUCTION CODE. f e. !1'i�+prll�r 5 '�•' I T�FT g s w �.f�. Fes' � . 1 �'"=1B BIT ,"'°- _. �-; �+ P"� ► 'i Fl. AS;�EI.�fJ'H ,�-� Com, ITY 4 . -E_ _' DRAWING LLI SID�t�l �IRATTER •-e�•�'` _. ._,._. ... ` `'! ��I INSULATION ' 1� 'MH ` _tia ,�. �+`'•-� I� ='�+ AIR SEALING O'ENT4iC DETAILS r* ,tTt �r E�TF'' F ►t C 0 " �, 0"H1r I'�.1�LdtTll��� +� rim '+ IV.,J�1. J,'�T�•,FT' RE.T, , :�i�� E -� PROJECT: �r�E'I'iY'•:l �Ii 1� IP��L�d 11f7lJ ,— '� ` ���• ----TI•' "PFs��LE!"'�;1 tiTT'� TT?u °— EVIL IL 11 RlGl) �'r ��:r �.--- A7,L;i'��:II w�1P��1 - �5: x f. r, `�. Y -- . -- Roberts Premier I�'ISIP TION r H ���i P) r•`;;,r ��'r:� � `, � `.I ��� `M4..� �-�-�__._ Development LLC •Y I' ' I iiI - - _, f _ NEC �Yg ti '•ti•�,` •srf�� ,..�Iy..'t"fie 1 NE Hlii�. !V RIGID �fi' / w :•'�.,a. ' '' su 1 ... a, ' E f I ( L•,, 3-. a�.d. 1L��..i r�r .. .�.. ...... ...:, -.. �..; ,}r �. f 910 Glenn Road, 1;R.Y r: • ' ; � - 'i i ~', ;', ", It'. .- ;``, ' Y IN511,. i1 ="�E =FIE. '�f, ' rr,_ �. '' �f '•,� ��. iT Southold, NY 11971 1"iu+""i!"��M�u4L EQ H T ��}3 r� �v �a �.T..7i...I'ti , i 11 I I I I '� -'-s V- ... ..— !'. I Y YT •• P 'E Y ! ' 111E 'p ''I I� 1L' p .��1 .ice E.'—V .� 7/22/22 ! I DATE ,. ...... -._d... .� e �� �i�'----•-�.'r ...—.dl+ I�'..I� ' ,', ,:'"_"..,'1__ ', 3,•'�7f'}• � I i � a ( I I .� �a.�'II�J.1 aff _.i.�a_ PROJECT NO. 22/018-Roberts I Ea �F �l'dF•°:il 3 �_ DRAWN BY MS it c,.R.41,11-7 I� i - u.� ti.i�l�l ,..�_�,aCHECK BY. MS ;^ 4TI�JI ��.R RFAn f'f 5FkI Al - — , I•E� ` RE - rt. � � nN�t X 111 CF I Ire.; i :I�.�-_ �``�"�`� � ,�-- DWG NO. _ FEt'.~555 t.r4rit,G rr%,R;?E 11+ �R G.`�IYa �II oI ��l 4 UrtR RII-BLV D �.L N-02 SCALE SHT. NO. SHOWER DETAIL TUB DETAIL ROOF DETAIL WALL DETAIL AS NOTED ISSUED FOR: JOIST DETAILS When sheathing thickness exceeds%", When sheathing thickness exceeds 7/", ALLOWABLE HOLES - TJI® Joists DATE DESCRIPTION trim sheathing tongue at rim board 2x_stud wall at trim sheathing tongue at rim board 16"on-center Load bearing or shear wall above INTERMEDIATE BEARING Plate nail-er (3y")box at (must stack over wall below) Plate nail-16d(3Y2")box at NO LOAD BEARING WALL ABOVE Min.distance from Table A Min.distance from Table B 7/22/22 DOB SUBMISSION 16"on-center* 12"on-center Web stiffeners required Load from above No Held cut A Do not cut holes larger 1Ys"hole may be cut Floor panel nail-8d(2Yz") Blocking common at 6"on-center* Floor anal nail-8d 2y" Blocking panel each side at B3W holes In than 1/'In cantilever anywhere in web out- panel common at 6"on-center ) hatchsed side of hatched zone DO NOT Blocking panels may be required 2x4 minimum with shear walls above or below cut or notch flange. 1Y"iLevellw or 1Y"TimberStrand® squash blocks (See detail B1) Y: , 6" t� Q 6" LSL rim board* 1Y"TimberStrand® L, 2 x D, D L 2 x L D LSL rim board* 12" B 1 B 1 Y6" 6 rnnimurrI (apples to all holes minimum 6" 6" Toe nail-10d(3")box min. Toe nail-10d(3")box O at 6"on-center* at 6"on-center � except knockouts) Boundarynailing 2x4 minimum Table A - End Support es NOT 9- Web stiffeners pp cut holes In cantilever TJI rim joist 8d(2y")common at Install proper blocking to required each side at squash blocks Minimum distance from edge of hole to inside face of nearest end support reinforcement. Conventional construction code * P g ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 4"on-center support all anal edges B1 W and B2W minimum for use with A3 only. See DEPTH TJI® Al A2 Must have 1 Y4"minimum joist A3 A3.1 A3.2 A3.3 iLevel Framer's Pocket Guide for A3.4 *See iLevel Framer's Pocket Guide for B2 B2W B3 B3W CS Use 2x4 minimum squash blocks to 2" 3' a" s" s)4" 711 s%" „ 13' 2" s" a" 5' 6X- 7" 6%a" 11~ 13' transfer load around TJI®joist 110 1'-0' r•6" 6• 2'-0" 2'- ' 5'-0" 1'•0" 1'-6' 2'-6" 3'-6" 4'-6- bearing at ends A3.1 A3.3 installation specifications. additional installation specifications. 210 ,•-o• ,'-s" z•-0" 3'-0- 5'-0" ,'-o" 2'-0• 2'-6- a'-o" s•-o• y34„ 230 1'-0" 2'.0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" T-0" 4'•6" 5'-0" 1Y"iLevelTM or 14"TimberStrand® 360 1'-6" 2'-0" T-0" 4'-0" 6'-0" 1'•6" 2'-6" 3'•6" 5'-0" 5'-6- LSL rim board. Nail to blocking Attach reinforcement to 110 r-0• r-0" r-o '-0" z'-s" 2'-6 E-o- o" 1-o 1 6" -6" 4'-6• 6 '-0" 210 1'-0• 1'•0" 1'-0• 1'-6" 2'-6" 3'-0• 5•-6" 1'-0" 1•-0' 2'-0" 3'-0" F-0• T-6• 6'-6" Web stiffeners 8"diameter maxirnum hole for 11%"- 4'-0"len th of 8"diameter maximum hole for 117/"- 6'-0"length of TJI®joist 8';diameter maximum hole for 11/a"- with connections equivalent joist with one 8d(2Yz") 11T" 23a 1•-o" t'-o" 1'-o" '-o• '- ' " " g reinforcement and filler 16 deep blocking panels;6"diameter common nail at each z 3 0 3-s s-o t-0 1'-0• 2'-0' 3'•0" s'-6• 5'-6- T-0' required each 16"deep blocking panels;6"diameter Y"reinforcement on 16"deep blocking panels;6"diameter to decking schedule. Nail through 2x_,wood backer and side at E1 W maximum for blockingpanels 9y" one side at E2,both maximum for blocking block.Use 4'-0"length maximum for blocking panels 9y"deep corner Blocking 360 1•.0^ r-o" r s° r-s" 4'- " s-0- 7'-0^ r-o^ r-o^ z'•- a'-o° s'-s" s's° r s^ p g panels 9Yz" �, TJh'joist web with 2 rows 10d sso ,'-o^ r•o^ r-s• 3'-0^ 5'-0° s-s" s'-o" ,'-0° 2'-0" '•s" 5'-0° T-0" T-s" '-0^ with 9y"and 11%"TJI® or shorter than 12"long. 1Ya"iLevel or 1X4"TimberStrand® panel deep or shorter than 12' long. sides at E3 deep or shorter than 12"tong. Attach reinforcement to Blockin panel between each (3")common Halls at 6" 110 r-0- r•o" 1'•0' r-0- r-0" r-o' 2'-6' S'-0" r-0" r-0^ r-o" r-s" T-s' 4'-0' 6'-0" 8'-0• Do not cut flanges. Do not cut flanges. joists. Do not cut flanges. LSL rim board joist with one 8d(2Yz") joist.Nail to top plate with on-center,clinched.Use 210 11-0" r-0" 1'-0• r-o' r-0" r-s' T-0" 6'•0" r-o" To. r-0^ 2'.0" 4'-0" 4'-6• s'•s" 8'-6- common nail at each connections equivalent to 16d(3y")nails with 1a" 230 r-o- r-o" r-o" ; ' 1'-s" 2'-0' 3'-6- 6'-6" r-o" r-0' r-o- 2'.0" 4'-0" 5'-0- 7'-0' s'-0- REVISIONS 1Y"iLevelTM or 1y"TimberStrand® corner decking schedule. 3y"TJP joist 360 1'-0" r-0" v-o" ' r-s" T-0" s-6' s'-o" r-0" r-o" 1'.0' 2'-6" 5'-6" s'-6" 8'-0" 9'-6- flange widths. 560 r-0" r•0" v-0' 1'-0" 2'-6" T-0" 6'-0• 9'•0" l'-0" 1'-0" 1&. 3'6" 6'-6" 7'-0" 9'•o" 101-0• 1Y°iLevelTM or 1Y^TimberStrand® LSL rim board 12"length of 3/a" , ' 210 r-o• r-o" r-o r-o" r-o° r-o r-s• 3'•s" s'-o" r-0" r-o• r-o" r-o° r-s" 3-s" s's° s•o 10'-6-1NO. DATE DESCRIPTION LSL rim board reinforcement on 12'length of Y" * 16„ no 1••0' 17, 1'-0" v 0" l'-0" 1'-0' 2'-0" 4'•0" 61-6 1'-0" 1'-0' 1'-0' 1'-0" 3'-0' 3'-6" T-0" 9'-0" 11'-0' F7 applies to 360 1'-0" 1'-0' t'-0" 1'•0" 1'-0" T-0• 6'-0" 9'-0' '-0" 1'-0' 1'-0' 1'-0" 4'-0' 5•-0" 9'•0" 10'-0" 11'-6" one side at E5, reinforcement on • Attach reinforcement to uniformly sso r-0^ r•o' r-o- r-o" r-o" r-o^ 3'0" s's^ 10'-0" r-0" i-o- r-o" r•6° 5'-0• 6'-o" 10'-0" 1r-o° 12'•0^ • both sides at E6 one side at E7, loaded joists 1Y"Level or 1Ya"TimberStra td® Attach reinforcement : joist web with 3 rows 10d both sides at E8 _47T776" 7^ s~ 10^ 12^ 1s" 17" a" 5^ s^ 7^ 8" 10~ 12- 15" 1r' to joist with 8d 2 (3")common nails at 6" a only. LSL rim board J ( �) 360 1'-0" 1'•0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 10'0" 1'-0" 1'-0' 1'-0" 3'•0" 5'-0" 10'-0" 11'•0" 13'-6" on-center,clinched.Use 2 Wood " oR` 1s" common nails at 6"on- a 560 1'-0" 1••0" 1'-0• 1•-o• 1'•0" 1'-0" 5'•0" 11'-0" 1'-0" 1'-0" 1'-6" 4'•0" 6'-6" 11'-0" 12'•0" 14'-6' 2A�� center.When reinforcing ? a rows with 9y2"and 11%8" backer y �a �e�yo���l 20~ 360 ,'-0" 1'-0" 1'-0" 1'-0" 1'•0" 1'-0" 2'-0" T-0" 10'-6" 1'-0" 1'-0" 1'-0' 1'•0" 2'-6" 8'-0" 11'6" 14'-0" 15'-6" Face grain �a�` both sides,stagger nails. aTJI®joists. Less than 5" Less than 5" i� et caa�oaa 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" ,'-0" 1'-0" 1'-0' 1'-0" 1'•0" 4'-0" 9'-6" 12'-6' 14'-B" 15'-s" horizontal E1 E1W E2 a Not for use with 3Y2"TJI®joist flange widths E5 E6 E7 E8 F1 e Table B - Intermediate or Cantilever Support 88 8 O O O Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE v 3" 4" 5" 6)4" I T' 11 11" 1 13" 2" 3" a" 5" 6J4'• 7" 8%" 11" 13'• EXTERIOR DECK ATTACHMENT Option#1: WEB STIFFENER ATTACHMENT ilo 1•-61 2'-6" T-0- 4'-0• T.6" t'-s" 2'-6• T-6- F-s" 6'-6• Filler block:Attach with ten 10d 3" box ® 9y„ 210 2'-0' 2'-6" 3'-6" 4'-6" T-s" 2'.0" 3'-0' 4'-0" 6'-0" T-o' ( ) Structural exterior sheathing Apply subfloor TJf Joist blocking with end Gap: 230 2'-6• 3'•0" 4'-0' 5'-0" 8'.0" 2'•6" T-0- 4'-6" 6'-6" 7'-6- nails,clinched,Use ten 11(3y')box blocks installed at y joist-span / Y8'minimum iso 3•-o a'-o" 5•-6• 6'-6" 9'-0" T.0" 4'-6• 5'-6• T.6" e'-0' adhesive to all nails from each side with 3y"TJI®joist locations using 1y" 23/"maximum 110 r " r-0" ,'-6' r-6- 4'•0" 4'•0" '-o' T-0" r-s" 2'-6" 4'•0" '-6• T-o" 9'-0' ® Flashing contact surfaces Web stiffeners required if flange widths. Use fifteen nails with TJI two 8d(2y") 210 r-o" r•o° r-o^ 3'-0" a'-s° 5••0" s'-o- ,'-o" r-o" 3'-0^ a'-s° T-s^ a'-o^ 10'-0° q Bearing plate: Three 8d(2y")box nails,clinched 11x6" 230 r-o" 2'•0" 2'-6• 3'-6" F-0" 5'-6" 9'-6• l'-0" 2'-6" 3'-6• 5'-0" 8'-0" 8•-6' 10'•0" sides of hanger do not joist depths greater than 16". Backer block:Install tight a� box nails or 9 3 p g (•g Flush plate with inside Treated 2x_ \S�SQ 2y"screws, (Three 16d(3y")box nails at 3y"TJI® 360 2'-0" 3'•0" 4'-0• 5•-6" T-o" 7'-s" 1r-o" 2'•a' T-6" 6-0" T-0" 9•-6• 9•-6. 1r•o" to to flange(tight to laterally support at least/a" bottom flange with face face of wall or beam ledger �3� �a�' typical joist flange widths seo r-s• 3'-0° 4'-s 5'-s" 8'-0° 6'•G 12'-T 3'-0" 4'-s' 6'-0^ a'-o^ 10-s• v-0• tr•o" of TJI®joist top flange ID 110 l'-0" l'-0" 1'-0' r-0" 2'•0" 2•-6• 4'-6• 8'-0" l'-0" 1•-0' l'-0" 2'-6" 5'-0' s'-0" 9'-0" 12,-0" mount hangers).Attach 1 TM 210 1'-0" 1'-0" 1'-0• 1'•0" 2'-s" 3•-o" 5'-0• 9'-0" 1'.0" 1'-0" 2'-0' 3'-6" 6'-0' 7'-0• 10'-0" 12'-6- with ten 10d(3")box See fastener 1Y"iLevel or 1Y" 1y" Web stiffener each side. nails,clinched when table below.Maintain TimberStrand® 1a~ 230 r-o' r-o^ r-o' r-o" 3'-0" 3'-6' 5-6" 10'•0" r-o^ r-o• z'•s a'•o" s'-o' T•s to'-s" 13-0• ., See sizes below. LSLrim board Option#2: 360 1'-0" 1'-0" 2'-0' 3'-6' 5'-6" 6'-0' 8'-6" 12'-6" 1'•0" 2'-0" 4'-0" 5'•6" 9'-0" 10'-0" 12'-0" 14'-0" Top flange possible. 2"distance(minimum)from 2x_strapping installed at yW 560 r-o• r-a' r s T-s' 5'-6" V-s• 9'-6-113'-6" r-0" T-01 s-o• T•0" 10••0- 11'-0" 13'-6" 15'-0' Tight fit 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0' 5'-6" 9'-s' 1'-0" 1'-0" 1'-0" T-0" 4'-6' 5'-6- 9'-6"112'-6-115'.6- hanger edge Of ledger k0 fastener. joist-span locations using two 2 230 1'-0• 1'-0" 1'-0" 1'-0" 1'•6" 2'-0" 4'-0" 6'-6" 10'•6" 1'-0" 1'-0" 1'-0" 2'•6 5'-0" s'-0" 10'-6" 13'•0" 16'-0" Backer block Allowable Load I Factored Resistance(lbs) y"screws per joist,typical 16" both sides of web W Web Stiffener Size W Web Stiffener Size 360 r-0• T-0" r-o" r-o• T.0" 4'-0' 6'-6"110'-0"113'-6- r-o" r-o' 2'•0 4'.0" T-6" 8'.6-113'.0-114'-6"117'-0" Face mount Fastener 1y4'TimberStrand® y8'iLevelTM rim board Option#3: L_ 560 1'-0• 1'-0" 1'-0" r-0' 2'-0" 3'-6" T-0" 11'-0" 15'-0• 1'-0" 1'-0• 3'-1" 5'-6" 9'-0"1 10'-0 14'-B" 16'-0" 18'-0• hanger with single TJI® LSL rim board 1y" y"x 2Y16"minimum 2Y8" %"x 2%6"minimum joist directly applied ceiling J '/s"lag bolt 400/630 N.A./N.A. 4" 1 5" 6" 7" 1 8" 1 10" 12" 15" 17" 4" 5" 8" 7" 8" t0" 12" 15" 17" Y2"lag bolt 475!750 400 1575* 1 4" s/a"x 25/s"minimum " 1'•x 2%6'minimum iso r-0" 1'-0" r-o" r-s^ o" s'-o^ 9'-0^ 15'-0^ r o^ r-s' 4'- " s'- " s'-o" 16 '• " ,s'-s• With to flange hangers,backer block required When specified on the layout,one 1e" H1 H2 p g g q H3 *This factored resistance is with a Ya"gap between the rim board and deck ledger PB1 Of the three bracing options .�1� %"x 2%6"minimum 2x4 560 r-o" 1'-0" 1'-0^ 1'-0" 2'-0^ s'-0. 10'-0. 16'-6" 1'-0" 3'-6" s'•o" a'•s" ,r-s" ts's° 1a'-o^ 20'-0" O O only for downward loads exceeding 250 lbs or for O LA 9 p • W 2Y,6" 3y 20„ 360 1'-0" 1'-0" 1'-0' 1'-0" T-0' 6'-0' 11'•0" 15-s r-0" 1'•0' 1'-6` 4'-0" T-0' 12'-6' 16'•6" 19-0" 2t'-0` • Allowable load determined in accordance with AC 124. O shown must be installed O 560 1'-0" 1'-0" 1'-0' 1'-0" 1'-0" 1'6" 5'•6" 12'-0" 16'-0' 1'-0" ,'-0' 3'-0" 6'•0" 9'-6" 14'-0" 1T•6' ts'-6" zo'-6" >' �4 E U uplift conditions. O • Corrosion-resistant fasteners required for wet-service applications. c'7 (L q pp Rectangular holes based on measurement oflongest side. O+ • Holes may be located vertically anywhere within the web.Leave y"of web(minimum)at top and bottom of hole. qj U • Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. W BEAM and COLUMN] DETAILS FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES Closest On-Center Spacing per Row • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located , a TJIm Joists 110 210 230 or 360 560 100C or 300C 400C at the center of the joist span provided no other holes occur in the joist. Nail Size TJI® Rim Board TimberStrand®LSL Microllam® Parallam® De th ` °r 14" 9Yz"or 14"or 9Y'or 14"or 18"or T 14"or 18"or 9y"or 14"or 9Yz"or 14"or vi Q p ' ' 16" ' 16 20" 11 16" 20" ' • Distances are based on the maximum uniform loads shown in current iLevel product guides.For other load conditions or hole (� 110 8 210 230,360,560 1y" 1)4'• 174"or wider LVL PSL 11/s" 11/e" 11/s" 16" 11/e" 76" configurations contact your iLevel representative. "t S < O BEARING AT WALL BEARING FOR DOOR BEAM TO BEAM BEARING AT 8d 2Yz")box Filler Block* 2x6+ " 2x8+Y8" 2x6+y" 2x8+y' 2x12+74" Two Two Two 2x6+Ya" 2x8+X" O Z ( 2y" 2" 6" 4" 2x6 2x8 (2)2x6 (2)2x8 U OR WINDOW HEADER CONNECTION CONCRETE WALL (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing sheathing y TM 8d(2Yz")common 3Y" 2" 6" 4" 3" 3" 3" " „ 1Ya (Level or 1Y"TimberStrand® Cantilever 2x6 2x10 2x6+ 2x10+�" 2x6+34" 2x10+/ 2x6+%" 2x10+�" e ,• " C7 -U Strap per code if top plate Not LSL rim board or blocking for lateral 10d(3"),12d(3Ya")box 3" 2" 6" 4" Filter 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable sheathing sheathing N.A. N.A. Is not continuous over applicable ALLOWABLE HOLES Headers and Beams ' r" -' Support header 10d(3"),12d(3Ya")common 4y" 3" 6" 4" 4" q^ q„ (Detail E4) « long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long 4'-0"long 6'-0"long - cn LLJ 16d 3Y2")common n1 111 Ba(Detacker il Block* k _,,. ;i v� 2 ( N.A. 4" 16" 6" 6" 8" 6" 7 „ ( or Y4" 3/a"or/ ,"Net 2x6 2x8 2x12 1"Net 1.55E TimberStrand® LSL Headers and Beams ._ 2x6 2x8 "! U (1)Can be reduced to 4"on-center with maximum nail penetration of 1 Y8"into the narrow edge. Farthest On-Center Spaeing per ROw or H2) t' •Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Nailing Maximum spacing of nails is: 'if necessary,increase filler and backerblock height forface mount hangers.Maintain Ya"gap at top ofloist;see detail w.Fitlerand backer 2 x diameter of the 2 x diameter of the U 00 9 block lengths should accomodate required nailing without splitting(12"minimum forbackerblocks and 24"minimum for filler blocks). 73 depth largest hole minimum Allowed hole zone • •.,, ,c4� N requirements on engineered drawings supersede recommendations listed above. •For joist widths 1/a"or less: 18"on center g (minimum) largest hole(minimum) L0 N Top flg e •Nailing rows must be offset at least y"and staggered. •For joist widths greater than 1 Y4": 24"on-center (� o O an hanger .' •14®a.staples may be substituted for 8d(2y2")nails if minimum penetration of 1" into the '°, r� N Protect untreated TJI joist or rim board is achieved. Joists must be laterally supported at o ac' i Q °� Face mount wood from direct O O u! M hanger cantilever and end bearings b blocking ° 0 0 Column contact with g y g 0 L1 L2 L3 See current iLevel literatureO concrete panels,hangers,or direct attachment to L4 a rim board or rim joist. V) c for framing connectors Safety bracing(1x4 HEADER MAXIMUM ROUND !!► U s D- minimum)at 8'on-center(6' 8. DEPTH HOLE SIZE 8„ C^• o- Silent Floor®joist framing on-center for TJIO Joists)and MV-912" 3" CONNECTION OF MULTIPLE PIECES does not require bridging or E1 extended to a braced end wall. General Notes 11Ya'•-11%e' 35/8' OF TOP-LOADED BEAMS(1) Fasten at each joist with 14"to 16" 4%" mid-span blocking two 8d(2y")nails minimum • Round holes only See illustration for allowed hole zone D A 1%"Width Pieces: (see WARNING). a No holes in headers or beams in plank orientation. 0`�•`� /S►��� BEARING AT • Minimum of 3 rows 10d(3"x 0.128")nails at 12"D.C. �� COLUMN • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. H2 for 14"and deeper beams ELEVATED O Other iLevel TM Trus Joist® Headers and Beams O DO NOT bevel cut Al Verify column capacity BEAM ON COLUMN BASE COLUMN BASE Rim board joint • If using 12d(3)a")or larger nails,the number of joist and beam bearing nailing rows may be reduced b one. COLUMN CAP E2 between joists Microllam®LVL B length.See current g y y beyond Inside face 1.3E TimberStrand® and Parallam®PSL iLevel literature. of wall. LSL hole zone y depth hole zone 2 x diameter of the 3�"Width Pieces: A3 'S� a3�2Zg yOQ` • Minimum of 2 rows ylargest hole(minimum)"bolts at Seat cuts must be DO NOT cut,notch or drill FQ�.N 24"o.c.staggered within wall. holes In headers except as (1)Load must be applied evenly across entire :; +•..• t r q. 1, +•� +•,+";•i;» d Indicated in illustrations s: �3. 0 0 and tables. beam width.Otherwise,use connections for "''�'''':'°���'.' �'''"':°• CS o 0 0o side-loaded beams. TJI®rim joist 1Ye"iLevelTM or 1Ya" THIS CERTIFIES THAT THESE PLANS VVERE TimberStrand® LSL Microllam® LVL and Optional Parallam®PSLHEADER MAXIMUM ROUND PREPARED UNDER MY DHECTION AND Additional nailing or bolting may be non-shrink L3 rim board allowed hole zone DEPTH HOLE SIZE SUPERViSION AND TO THE BEST OF MY L5 L6 required with side-loaded multiple-member P1 P2 P3 grout A2 middle y span 4Y8"0 1•' KNOWLEDGE, BELIEF AND PROFESSIONAL beams. Refer to current product literature. 5y„ 1 y" JUDGEMENT COWLY WITH THE LATEST $1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7y"to 20" 2" PROVISIONS OF THE NEW YORK STATE H1 See illustration for Allowed Hole Zone UNII FIRE PREVENTION(, BUILDING CODE TJI®JOIST NAILING REQUIREMENTS at BEARING AND THE NEW YORK STATE ENERGY 62 CONSERVATION CONSTRUCTION CODE TJI®Joist Ito Bearing Plate Squash Blocks to TJI®Joist General Notes 1Y"iLevelTM'or 1y" (Load bearing wall above) L5 • Allowed hole zone suitable for uniformly loaded headers and beams only. TimberStrandb LSL rim O B3 Round holes only DRAWING Oneoeachflange it MISC. DETAILS board into each flange No holes in cantilevers. No hoes in headers or beams in plank orientation. One (2Yz^)box INSTALLATION TIPS O nailit each side. Butting joists Use B1 Or B2 at Drive nails at an •Subfloor adhesive will improve floor 64 with blocking intermediate bearings angle at least 1y" panels WARNING performance,but may not be required. with load bearing or from end. 1%"minimum bearing at Also see detail B2 End of joists shear wall from above end support;3y"minimum •When joists are doubled at non-load bearing at centerline Joists are unstable until braced laterally at intermediate support parallel partitions,space joists apart the width of of support Braced end wall- PP Bracing Includes: Shear transfer:connections equivalent to the wall for plumbing or HVAC. see note 3 under WARNING • Blocking • Sheathing • SwtLlnes floor panel nailing schedule •Additional joist at plumbing drop(see detail). H1 • Hangers • Rim Board • Rim Joist PROJECT: Rim to TJI®Joist 1)a"(Level-or IY4" 3y'•wide TJI®rim O o e _ Roberts Premier TimberStrand®LSL joist: Toe nail with O j rim board or 1%"wide TJI® 10d(3")box nails, O '� - D eve l o p e m e n t L L C \ rim joist:One 10d(3")box one each side of TJI@ floor L4 O / nail into each flange TJI0 joist flange joist `• •�. O Exterior Deck 910 Glenn Road, rimj -2 Os"wide TJI" Shifted % : ; :;" ' ''• o Attachment DO NOT walk on joists DO NOT walk on joists DO NOT stack building rim joist:one 16d 3 Additional A. Structural Southold NY 11971 J ( Yz) 3y"wide TJI® joist < , until braced. that are lying flat. materials on unsheathed box nail into each flange rim joist Plumbing joist t ,•: o! sheathing INJURY MAY RESULT, y g joists.Stack only over 13/4"minimum bearing drop O DO NOT use sawn � y Top Yew O lumber for rim beams or wars. DATE 7/22/22 Locate rim board Joint between joists. •Squash blocks and blocking panels carry board or blocking. WARNING NOTES: stacked vertical loads(details 81 and 82). O Sawn lumber may Packing out the web of a TJ 10 joist(with web Protect untreated wood o y Lack of proper bracing during construction can result in serious PROJECT NO. 22/018-Roberts BEAM ATTACHMENT at BEARING stiffeners)is not a substitute for squash blocks from direct contact with See ALLOWABLE shrink after accidents.Observe the following guidelines: or blockingpanels. concrete 1 "knockouts at O F13 HOLES installation. p Yz 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI ®joists must be completely installed and properly nailed. DRAWN BY MS 1Y"iLevelTM or 1Y4" approximately ® 2.Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. c+ TimberStrand® 12"on-Center tiw � � 1x4 J®1f•7T 3.Safety bracing of (minimum)must be nailed to a braced end wall or sheathed area and to each joist. CHECK BY. MS Ah 4.Sheathing must be properly nailed to each TJI a joist before additional loads can be placed on the system. LSL rim board5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Bearing plate to be Silent Floor" 6.TJI®joist flanges must remain straight within 1/2"from true alignment. DWG NO. Flush with inside face I Drive nails at an See framing plan(if applicable) of wall or beam One 10d(3")box nail each angle to minimize or iLevel-Framer's Pocket A Weyerhaeuser,Microllam®,Parallame,Silent Floor®,TimberStrand®,TJI®and Trus Joist®are registered trademarks and side of member at bearing, Guide for minimum end and iLevelTM is a trademark of Weyerhaeuser. © 2006 Weyerhaeuser Company. All rights reserved. Printed in the USA. splitting of plate 1y"minimum from end intermediate bearing lengths. December 2006 Reorder TJ-4015 N_03 SCALE SHT, NO. AS NOTED DIVISION 1"- GENERAL REOl1IRBvENTS ISSUED FOR: 1 Work performed shall comply with the folowng E Log Bolts. 2 Al windows shal have insulating glass, or single glass with storm windows or equal. Sizes indicated on plans are DATE DESCRIPTION a. These general notes unless otherwise noted on plans or specifications. 1 Shall be of structural grade steel. b.Building Code as specified on the architectural drawings. 2 Washers shat be placed under the head of lag bolts bearing on wood Length of lag bolts shag be minhxan 2/3 nominal orgy.Raider consult with window manufacturer determine exact s¢es,rough opening, etc. At least one c.All applicable local and state codes, ordinances and regulations. depth of members being bolted together. window from each bedroom area sinal have a net dear opp ening area of 5.7 Ft tirade floor 5.0 Sq FU with a net � °� dear height of 24,a net dear opening width of 20', and a ell height height of 44'a less above the floor for egress 7/22/22 DOB SUBMISSION d In areas where the drawings do not address methodically,the contractor shag be bound to perform in strict F. Altering Structural Members, purposes. Glazing in doors and foxed gazed panels immediately adjacent to doors or within 18'of the floor, which may compliance with manufacturer's specifications and/or recommendations. 1 No structural member shal be omitted notched,cut blocked out or relocated without prior approval by the be subject to frequent and recurrent accidental human impact shall be terrpered as per Resdential Code of New York 2 On-site verification of all dimensions and conditions steal be the responsibility of the general contractor and Architect. Do not atter sizes of members noted without approval of Architect State and local codes and ordnance& his subcontractors G Butt-w Beams: 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 1 Butt-.p beams or joists famed by a multiple of 2 x members shag be interconnected as follows: consult Architect in case of question a Members 9-1/4'and less In depth: glue and internal w/2 rows 16D nals at 'V os. staggered. DIVISION 9 -FINISHES 4. The general notes and typical details appy throughout the job unless otherwise noted or shown. b.Members greater than 9-V4'in depth or multiple 3 x members through bolt with V2'diameter machine bolts at A. General 5. Discrepancies: The contractor shat compare and coordinate al drawings; when in the opinion of the 24'os. staggered I Al gypsun wallboard shag be installed in accordance with the provisions of the Residential Code of New York State and contractor, a discrepancy exists he shag promptly notify the Architect,in writing,before proceeding with the R Cutting of Beams. Joist and Rafters: local codes and ordinances (as applicable), work or he shal be responsible for the same and any Indirect results of his action. 1 Cutting of wood beams, joists and rafters shal be invited to cuts and bored holes not deeper than V6 the depth of 2 Gypsum wallboard shall not be hstaled until weather protection for the Installation is provided. Storage should be h & Omissions: Architectural drawings and specifications ,hall be considered as pad of the conditions for the accordance with manufacturer's Instructions. work h the event that certain features of the construction are not fully shown on the drawings, current the member and shag not be located in the middle of V3 of the span Notch depth of the ends at the member shat not 9 3. Ag edges and ends of gypsum wallboard shat occur on the framing members except those edges which are national state and local codes, ordinances,regulations or agreements as well as current acceptable bu�dng exceed V4 the depth is the member. Holes heed x out into joist shah not be closer than 2cinInches to the too s bottom actives shat govern,and their construction sinal be of the same character as for sirniar conditions that are of the joists and the diameter of the hole shat not exceed V3 the depth of the joist. The tension side of beams, joists perpendicular to the framing members. AN edges of gypsum waboard shag be h moderate contact except In concealed and rafters of 4 inches or greater nominal thickness shah not be notched, except at ends of members. spaces where fire resistive construction is not required shown or noted L Fines in Stud bearha Nails or Shear Nails: 4. The sizes and spacing of fasteners shat comply with the Residential Code of NYS and local codes and ordinances (as 7. The Architect wil not be responsible for and will not Ihave control over construction means, methods, t Notches or bored holes to studs of bearing wags or partitions shag not be more than V3 the depth of the stud appicabIG)• techniques, sequences or procedures, or for safety precautions and programs in correction with the work and d Btiddag and Bloch 5. Provide moisture resistant drywal cement board at tubs and showers as shown on cletals in architectural drawings. will not be responsible for the fandre of the Client or his contractors,subcontractors, or anyone performing 1 There shah be not less than one line of bridging in every eight feet of span in floor,attic and roof framing. The 6. Fre-resistive construction: Garage cei'ngs and wags when adjacent to a dwehng unit shat be of rated construction any of the work, to carry out the work in accordance vrith the approved contract doaurments. brig shal consist of not less than one by three Inch lumber double naled at each end a of equivalent metal according to the UL Design specified on the drawings when nits are designed under NYS standards as indicated on the 8.Any and all drawings and specifications for sitework lolumbing supply or waste,electrical droultry, and drawings.(5/8' e X wals and ) heating,ventilating, fabricated trusses,and air cayltionin' systems are not a part of the professional services emend of equal cher ninal.Midsn bridging is not required supports attic a roof framing where joist depth does not type codings provided to the Client by the Architect unless Included under thele agreement Any discrepancies with these exceed twelve inches nominal Block solid at al bearing supports where adequate lateral support is not otherwise documents t by any of the above hated services lu ed unvin r documents prepared by others should be indicated provided. Block al stud wals at maximum Intervals of eight feet with miimum of 2 x solid material with tight joints. DIVISION 15 -MECHANICAL, In writings the y of t e above lisle Provide 2 x frestops at mid-point verticary of stud well. BriddW as required by floor truss manufacturers printed instructions. A Heatna Ventilation and Air Condtioni= 9. Prior to application for buldng permits, the Contractor will furnish the Architect with two sets of shop 1 Al work shal be in full accordance with all current odes and regulations of the goveringagencies. REVISIONS drawings of all prefabricated components, one set to be retained by Architect,the other set to be retuned to K Lintel Schedule. 2 Mechanical subcontractor to submit shop drawings hdicathg duct layouts, condenser location,duct sizes, etc. to contractor after review. items requiring shop drawings include but are not limited to roof trusses, floor 1 Unless otherwise shown, provide 1 Intel with 6'minimum bearing for each 4'of wag thickness. Architect prior to installation ch Meanical subcontractor to review structural shop drawings and notify the Architect of any trusses, stairs, cabinets,vanities, etc. Should the design or configurations of any prefabricated component be mechanical and structural and des' intent conflicts to construction. NO. DATE DESCRIPTION 2 Lintel Schedule: � P� modified dung construction from previously approved shop drawings, the Architect shag be furnished prior Span; Size of Member 3. Al work shag be done h a neat and workmariike reamer and so as to not needlessly hamper that portion of the wok to fabnmtior% with revised shop drawings incorporating the revision If the Architect is not provided with the I to 4'-0' 3 V2 x 3 V2 x em a 2-2x6 performed by others. above Information, the tient shag defend,indemnify, and hold harmless the Architect from any claim a suite 4'-T to 5'-0' 4 x 3 V2 x 5/16 0 2-2x8B, Plurrift whatsoever,Including but not limited to, al payments, expenses or costs included arising or aleged to have 5'-T to 6'-0' S x 3 V2 x 5/16 a 2-2x10 1 Ali work shall be in full accordance with al current codes and regulations of governing agandes. arisen from prefabricated items. 6'-T to 6'-0' 5 x 3 V2 x 3/8 a 2-2x12 2 AN work shag be done In nn a neat and workmarike mariner and so as to not needlessly hamper that portion of the work 10. The conditions and assumptions stated h these specifications shag be verified by the contractor for perfumed by others. conformance to local codes and conditions. In the event of a discrepancy between these specifications and L.ply 3. Planting subcontractor to review structural and Trod orical drawings and notify the Architect of any pl rnbing, local codes or conditions, the contractor shat notify the Architect In writing of the discrepancy and special 1 Al plywood shag be Doug fir or e uiaL It shah be manufactured and graded In accordance with HVAC,structural and design intent conflicts prior to construction. Arcitecting requirements shall be applied to insure the tddng's structural integrity. DOC PS 1-95 for Construction and Industrial Plaood 1t These requirements may be superseded by more stringent Information contained within 2.Each plywood sheet shag bear the APA' trademark DVISION 16 - ELECTRICAL the drawings. The more stringent shat be followed. 3.Ah end joints shat be staggered and shag butt along the center lines of framing members. 12.Soh conditions shag conform to or exceed the folowhg conditions: 4. The face grain of the plywood shat be laid at right angles to the joists and trusses and parallel to the studs. 1 Al work shal be in full accordance with al applicable National, State and Local codes and shag comply with the Bearing Capacity.Mn 2000 psf. field verified under all footings and reinforced slabs. 5.Nals shall be placed 3/8'minirnm from the edge of the sheets. The minim nal penetration Into framing requirements of the serving Water Table: Mm. Z-V below bottom of all concrete slabs and foothgs. Footings, foundations, wals,and members shall be 1 V2' for 8d nates and 13/8' for 10d nags. power and telephone companies. slabs shag not be placed on or in Marine Clay,Peat and other agaric materials. 6. Ali floors shall be naled as per nal'ng schedule. 2. Al work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the 13.Live Loads: Roof: 24psf. Flexor. 40psf (except sleEping rooms:30psfl Exterior Balconies: 60psf. Stair Landings: M. Corer Brad work 40psf. Wind Load 15psf. Garage:50psf. Maxirium foundation lateral pressure: 40psf. Dead Loads: 10psf. performed by others. I Unless otherwise noted,brace exterior corners of building with 1 x 4 diagonals, let into studs, or with 4 x 8 Decks: 40psf. Attics without storage 10psf.Attics with storage 20psf. Guardrails&Handrals 200psf. plywood sheet of thickness to match that of sheathing, or wdevices with metal strap deviinstalled in accordance 3.Installation: 14. Bottom of footings shat extend below frost Ire of the locally and mixrxm 3-0 below existing grade to a. Al equipment installed outdoor and exposed to weather shal be weatherproof. undisturbed soh a soh compacted to 95 X dry density having a load carrying capacity as specified h Note 12, nailing schedule 2 Lap plates at al corners b.Bottom of receptacles and switches shag be located 5' above counter top uiess otherwise noted on drawings. as verified by a sobs Architect licensed in the locality where project is being �t. c.Receptacles shag be installed vertically at YZ' above finish floor and 12'-0'oc. horizontally. Al receptacles within15. Al foundation wal bac kfil under slabs where distance from edge of wal to edge of undisturbed soh 6'-0' horizontally of a sink lavatory a hb shag be wired to a ground fault interrupted c'rait. 1 AN naTng shag comply with nailing schedules (see attached schedule)and exceeds 16',but less than 4'-0', shag consist of dean,porous,soh compacted h 6' layers to 95 X dry density d Wag switches to be 4F above floor'. or provide *4 rebar at 2'-0'oc„ T-0'beyond edge of undisturbed sol and T-0'into foundation wag al state and local buffing codes,a maufacturei's recommendations.Q Fre St000hcx e. AN sm oke detectors to be One voltage aril wired h a manner such that the activation of one will activate al Each 16.Free draining granular backfill (SM or better) shag be used against foundation wags consistent with the floor level to have at least one smoke detector.Each bedroom to have its own smoke detector h addition to a smoke 1 Fre stopping shat be provided to cut off ail concealed draft openings (both vertical and horizonta0 with 2' detects boated in a halwa outside the bedrooms. architecture] plans and related details. Equivalent fluid pressure of backffl not to exceed 40pcf(pounds per nominal lumber a 2 thicknesses of T nominal lumber with broken ha is or other approved material y cubic foot). If backfil pressures exceed 40pcf,then wals must be designed for actual pressures by a p f. A its voltage carbon monoxide detector shal be located at each level of the dwefng ,hclxing the basement or registered Professional Architect licensed in the locality where project is being buil 1 AD rafters and joists framing from opposite sides shal lap at least six (3) Inches and be nailed together with colar' 17. Unbalanced fil not to exceed T-0'unless otherwise noted and substantiated ty Architecthg calculations. min.(3) 10d face nals. ( (see attached nafig schedule for superceedng requirements) Backfill shal not be placed against walls until slabs-on-grade and framed floes are in place and have reached 2 Wen framing end to end joists shag cur be seed together by metal straps. lin strength. Proper precautions shag be taken to brace foundation wall when badkfifng. Where L) 0.backffl is required on both sides,backfill both sides shndtaneously. i General 0 4. DIVISION 3 - C0 E a. Provide solid blocking at 4'-0' os. between the joist and first interior parallel joist w b. Spices of the top and bottom portion of double top plates moist be staggered a mkimurn of 4'-0'. y General: a Spices shal occur only directly over studs. Z a I The concrete properties shall be as follows: d Structural variations are allowed if substantiated by Ardnitecting calculations. Stamped by professional Architect Zt= pC Rom Mn Comp. Strength Mn. Awomte size 2M lensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to 0 28 Das (PSD. Architect for approval prior to construction Z Q °ate Footings 31000 V2'-r 4' r e.Lap top plates at comers and'intersections. U o Slab-an-Grade 2,500 V2144'V2' 2 Bearing Wags supporting one floor or more: 4 � Weis 3,000 V2'-r 4' V2' a Partitions must be constructed of minimum 2 x 4 studs spaced IF o.a of type lumber specified CJ Garage Slabs & exterior slabs 3,500 V2'-r 4' r w/ 5% b. If a double top plate of less than 2-2 x 6's a 3-2 x 4's is used floor joists shah be v' at entraihrrent centered drecty over and below bearing wag studs with a tolerance of no more than r unless substantiated by Architecting calculations le U 2. Concrete work shat conform to all requirements of AGI-318 specifications for structural concrete for buildings. a Bearing stud wags must be sheathed with a rrniimum V2' gypsum board fastened according to drywall manufacturer recormrerhdation. U 00 N 3.Al reinforcement, anchor bolts, p0e sleeves and other inserts shall be positively seared In place and located acoording to the appropriate architectural drawings and details Ft Wood Roof Trusses: + 'r > N 1 Timber trusses shal be designed In accordance with accepted Ardnitecting practices. Calaiations, joint strength information B.Reinforcing Sleet 4 �? h I Reinforcing steed shat be intermediate grade new billet deformed bars grade 60 conforming to ASTM & (allowable bad per square inch a per mai, abwable edge distance, allowable end distances) bad test data and other information as necessary shall be submitted to local authorities for approval prior to fabrication Each truss shag be x 1 615. Welded wile fabric shag conform to ASTM A-185. See architectural drawings for sizes and locations. 10 seared at bearing with one 'rafter tie'metal type anchor at each end 2 Detaing, fabricating and placing of reinforcement shag be In accordance with ACI-318-99 a I dU a> oC 2 Building Code ReWrements for Structural Concrete Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design bads and to include this vo o CL information with shop drawings. Each truss to be seared at one end with a metal 'rafter tie type anchor and a Q p scissors buss connector,'Simpson' or approved equal, at the other end to tie down the truss while permitting0, 8 the 3.Al reinforcing bars which intercept perpendicular elememts steal terminate h bcdks placed two(2)inches floss to move outward without deflecting the wag � dear from outer face of element. 3. Truss diagrams and truss layout an show design intent 4.The contracts steal notify the buiti'ng official at leash forty-eight(48) hours prix to each concrete pour. Y plan sigrn only. Truss manufacturer shag verify al spans, No concrete shat be poured into footings containing standing water or mud Footings shah be dewatered dimensions, heel heights, pitches,eta Fabricator must submit two sets of component shop drawings and truss layout prior to placement of concrete. No concrete shat be placed until all reinforcing has been installed by the plan, each sealed by a professional Architect registered in the jurisdiction where the construction is talking place, to D A contracts and inspected by the building official or county approved licensed inspects. Architect prior to fabricatbrn one for Architects records and one to be retuned to contractor after review. ♦ �7' � 5. 4. Truss shop drawings indicating calculations, loading, bad test data,horizontal thrust and any other information Q Minimum protective cover for reinforcing steel shat be as follows: lV G required shall be sealed by a professorial construction Architect registered the jurisdiction where nstruction is taking place andb. a Footings 3' be submitted to building officials prior to fabrication a Beams 2' 5. Store trusses above grade on wood sticking in such a way to prevent bending, warping or deflection of trusses. O a Slab: 3/4'(Wire mesh to be placed at mid-depth of slab) 6.Roof Truss Bracing Instal permanent bracing for all wood roof trusses as specified below. Folow al d Wates -1 V4' at Interne face: 3'at exterior face. recommendations spedfled in Brandi Wood Tnssses: Commentary and Recommendations BWT-76 published by the C.Foundation: I Footing depths are shown on the architectural drawincis. Footings shag bear a minimum of T-0' into Truss Plate Institute,,ha a Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct naing shard �'�► X38278 QQ original undisturbed sol and a miinxm of 3'-0'below frished grade. Where required, step footings to ratio adequately brace the top chord plan. However, when gable end trusses are used continuous 2 x 4 braces should be 2 Where conditions develop requiring changes h excavations, such changes shat be made as directed by the FOF Ny of 2 horizontal conditions 1 vertical installed at a 45'angle to the truss framing. These braces should occur at 3 points on each gable end: mildspan Architect between roof center-ire and wall on each side of center-line and at center line of roof. 3.Al footing excavations shall be inspected by the bulking official or county approved Inspector prior to the b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace placing of any concrete. Same shag be given forty-eig^t (48) hays notice for this observation should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nate this brace to all members it THIS CERTIFIES THAT THESE PLANS WERE 4.Sal investigation and report: Al earth work, compaction and supervisions shat be done according to the crosses. Instal this bracing at all gable or end wal conditions and at 14 foot miimxun Intervals throughout the truss PREPARED UNDER MY DIRECTION AND recommendations of the soh investigation report prepared by a loomed geotechnical Architect. Concrete slab system SUPMVISION AND TO THE BEST OF MY and footing calculations are based on a 2,000 psi value. If on-site test boring indicate lesser values,notify a Bottom Chad Plane: Provide continuous 2 x 4 braces on top of the bottom chord of al roof trusses. Three rows KNOWLEDGE, BELIEF AND PROFESSIONAL Architect, in writing, so that necessary structural modifiaitions can be made. minimmn are required located at the V4 points of the truss span Securely nal these braces to al members that it JLAGEMENT COMPLY WITH TFE LATEST 5. Slab-on-grade shal be 4' thick reinforced with 6 x 6 W1.4 x W14 WWF and shal be placed on 6 ml crosses. PROVISIONS OF THE NEW YORK STATE vapor barrier on 4'crushed stone. S. Wood Floor Trusses: LNIFORM FIRE PREVENTION, BUILDING CODE 6. Slab ode at cines sinal be 4' thick unless otherwise noted 1 Floor trusses to be manufactured and installed In strict accordance with manufacturer's recommendations. AN AND THE NEW YORK STATE ENERGY Slab-on-grade, Pa CONSERVATION CONSTRUCTION CODE T.Install anchor straps as per mfg, recorrirnendations: 1?' from comers and intervals as per plans. spans, joist depth and spacing to be verified by manufacturers. Shop drawings indicating calalations, bating, bad Mthimum anchor straps ent for anchors shag or m specified 1?manufacturer. test data and any other information required shag be sealed by a professional Architect registered h the jurisdiction & Beam pockets shag be famed into concrete wals to provide a continuous level flat sold bearing surface where construction is taking place. Thus manufacturer shat verify s spans, plan dimensions, bearing punts spacing, etc. D RAW I N G for al beams. Fabricate must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to Architect prior to fabricatkn one for GENERAL NOTES DN90N 6 - WOOD Architect's records and one to be retuned to contractor after review. 2 Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent A Lumber Graddw American Softwood Lumber Stand rda exposure to the elements. Always store upright,especially I stacift Grading shal comply with DOC PS 20-70 ' ' and applicable Western Wood Products Association standards. DIVISION 7- THERMAL AND MOISTURE PROTECTION 1 Ah lumber shat be, unless otherwise noted, No. 2 grade. Douglas Fir-Larch with the folow ng minimum structural values. a.Extreme fiber bending stress: 2 x & WIDER Flo 875 PSI less Fiberglass Shingles: THIRTY(30)year self sealing shingles over 1 layer of 30+ asphalt saturated felt underlayrnent b. Horizontal Shear. Fv - 95 PSI unless otherwise noted Instal according to man ufacturei's Instructions. a Compression perpendiclar to grain: Fd_- 625 PSI 2 Cedar Shakes: #2 grade red-label cedar shakes('V 1 x .45M over one layer 30+ a.s.f. undedayment. Instal with 4 PROJECT: d Compression paralel to grarr Fc - 1300 PSI V2'weather exposure. Appy an 18'wide strip of 30# a s f. over each course of shakes,9' from bottom edge of shake e. Modulus of elasticity: E -1600,000 PSI extending over top of shake and onto sheathing. f.Moisture content: 19 X maximrn. 3. Eave Flashing See note B-4,below. Roberts Premier BL Flas 2 Other species may be used provided substituted spodes shat meet or exceed requirements noted above. 1 Al flaeft counter flashing, and coping when of metal shag be of not less than no.26 U.S. gauge corrosion-resistant 3. Moisture content Al lumber 4' and deeper shag have moisture content not greater than 19 7« air dried lumber is metal D eve I o p e m e n t L L C desired but not necessary. Lumber may be kin dried,however drying process moist be slow and regulated to cause a 2 Flash all exterior openings and all braiding comers with approved material to extend at least 4' behhd wag covering. 910 Glenn Road minimum amount of checking, comparable with at dried stock. Cover al exposed plywood at bolding corners with waterproof budding paper. 4. Ali exterior lumber and limber In contact with masoriry or concrete shat be pressure preservative treated h 3. Step flash at all roof to wag conditions. Flash and cauUk wood beams and other projections through exterior wals or Southold, NY 11971 accordance with AF&PA standards and stamped'Ground Contact 0.40 bs/orbic foot'. roof surfaces. 5. Grade stamps shag appear on al lumber. 4.Eave flashing shat dist of two layers of 15* as f. cemented together In addition to required naing from the edge 6. Store all lumber above grade and protect from exposure to weather. of the save up the roof to overlay a point 24 inches Inside the interior wag Ire of the b ulding. DATE 7/22/22 B. Fitch Beams: C. Attic Ventilation I Flitch beams shag have a minimum fb -UK E-114 with V2'bolts located not closer than 2' from the top and 1 Enclosed attic truss spaces and enclosed roof rafters shag have cross ventilation for separate space with screened PROJECT N0. 221018-Robefts bottom edge uiess otherwise noted There shat be a bolt top and bottom 2'from each end(see typical flitch plate ventilating openings protected against the entrance of moisture and rain h accordance with, bolt pattern detai'D. NYS and local codes and ordinances. See details on architectural C. Joist Hangers: plans for locations and details. DRAWN BY MS I AN purCns, joists and beams not framed over supporting members shah be supported 2. Joist hangers shat be prime quality steed which conforms to ASTM-A525, mink 22 gauge. Products acceptable DIVISION 8 -DOORS AND WINDOWS CHECK BY. IVIS shal be Simpson, Kant-Sag, or equivalent A. Generag DWG NO. D. Bolts in Wood Framing; t Windows in buildings located in wind-b)rne debris regions j10 ph wind zone or with-in one mile of the ocean be I Ah bolts in wood framing shag be standard machine bolts with standard maleabie ion washers or steel plate and shat have glazed openings protected from wind-borne debris or the building shag be designed as a partially washers. enclosed building in accordance with the Budding Code of New York State.Glazed opening protection for whd-borne 2 Steel plate washer sizes shall be as follows: debris shal meet the requirements of the Large Missile Test of ASTME 1996 and of ASTMS 1886 a V2' and 5/8'Dam bolts - 2-V4' sq.x 5/16' Ex _O b. 3/4'Da. bolts-2-5/8' sol. x 5/16. Wood structural panels with a minimum um thickness of 7/ro inch (111 mm) and a maximus span of 8 feet(2438 mm) shat 3. Each bolt hole in wood shah be drilled V16'larger than diameter of bolt be permitted for opening protection h ore-and two-story buildings.Panels shall be precut to cover the dazed 4. For ell anchors, see typical detals on arcitectural drawings. openings with attachment hardware provided Attachments shal be providded in accordance with Table R302212 or SCALE SHT. NO. shag be designed to resist the components and cladding bads determined in accordance with the provisions of the Residential Code of New Yak State. AS NOTED 8301212 PPJTECTbON OF OPENddS. 2. The glazed areas rood not be Installed in rooms where Exception 1 Is satisfied and artificial ight is akWtiged and shall provide a dear width of not less than 32 Inches (813 mm) where measured R3122 Window fall otectim 3. One-eighth-Inch(32 mm�)coat of auface-banding cement cormpyinC with ASTM C887 a ISSUED FOR: Windows h located h windbome debris regions shat have glazed openings protected frau provided that is capable between the face of the door and the stop,with the door open 90 degrees(157 rad).The dear height Window fad protection sial be provided In accordance with Sections R31221 4.Any material permitted for waterproofing h Section R4062. N110114 (84013) Certificate Wandatory> wirdnane debris or the to dIn shat be designed asap hall h vedoaze bullring h accordance with of producing an average Ikrmination of 6 footcandes(65 lux)over the area of the room at a height of of the door opening sinal be not less than 78 Indies(1981 mm)h height measured from the top of the 5.Other approved methods or materials. A permanent certificate shall be completed by the buider or registered design professi nal and posted ASCE T.Glazed opening protection for wdndbome debris shad meet the buildiments of the Large 30 Inches(762 mm) above the floor level. threshold to the bottom of the stop.Other doors shat not be required to comply with these mininm h dwering units,where the top of the al of an operable window opening is boated less than 24 Inches Exception: Pardng of unit masory wads Is not required where a material Is approved fa direct on a wall In the space where the furnace Is located,a unity room or an approved location inside the DATE DESCRIPTION Acosta Test a an approved act rests standard is ASTM a 1the and ASTM E 1886 referenced 3.Use of srroom and patio covers, as defined h Section R202 excess of 40 percent of the exterior dimensions.Egress doors shall be readly operable from inside the dwelhg without the use of a key or (610 nrr> above the frushed floor and greater than 72 inches(1829 mill above the frdshed grade or application to the masonry. Corcrete wads shall be dampproofed by applying any one of the fated bukft Where boated on an electrical panel, the certificate shat rot cover or obstruct the visblty of suroom walls are open, or are enclosed only by Insect screening special knowledge or effort. other surface below on the exterior of the buiking,the operable window shell comply with one of the darrpproof ng materials or any one of the waterproofing materials listed in Section R4062 to the the circuit rectory label,service disconnect label or other required labels.The certificate shall 1st the therein Garage door exterior of the wall predominant R-values of Insulation Installed Inn or cc oeing/roof,wads,foundation (slab,basement wad, 7/22/22 DOB SUBMISSION dazed opening protection for whdboms debris shat m3et the requirements of an approved R303.3 Bathrooms. R31t3 Floors and landings at exterior doors. t Operable windows with openings that wit not allow a 4-indi-diameter(102 min) sphere to pass crawl space wal and/or floor)and ducts outside conditioned spaces;U-factors for fenestration and the impact-resisting standard or ANSVDASMA 115. Bathrooms,water doset compartments and other shhlar rooms sinal be provided with aggregate glazing There shall be a lancing or floor on each skis of each exterior door.The width of each lancing aha)be t rough the �nhg where the opening is h its largest opened position SECTION 8408 UNDER-FLOOR SPACE solar heat gain cceffident(SHGC)of fenestration,and the results from any required duct system and Exceptlonx Wood structural panels with a thickness of not less than T/16 Inch and a span of not male area in windows of not lesethan 3 square feet(0.3 m),one-half of which must be operable. not less than the door served Every landing shell have a dimension of rot less than 36 hdhes(914 2 Operable windows that are provided with window fall prevention devices that comply with ASTM F buildng envelope air leakage testing done on the buiding. Where there Is more than one value for each min)measured in the direction of travel.The slope at exterior landings shad not exceed V4 unit vertical 2090. R408.1 Ventlation component,the certificate shall list the value covering the largest area The certificate shad Ist the than 8 feetshal be permitted for opening protection Panels shall be precut and attached to the framing Exception: h 12 units horizontal(2 percent).Exception:Exterior balconies less than 60 square feet(5.6 m)and 3. able windows that are The undar-floor space between the bottom of the floc fists and the earth under an and efficiencies of heats ting equipment.Where a s fired surrounding the opening contaNng the product with the glazed opening.Panels sinal be predriled as Open provided with window opening control devices that comply with Section b Y bulr a (except tYPe9 ng cooling and service water heal gal required for the anchora�method and aha)be aecur�3d with the attachment hardware provided The dazed areas sinal not be required whore artifkcel light and a tical exhaust system are provided only accessbie from a door are perm>hted to have a lancing less than�Inches(9'14 mm)measured h Rg��� space oca{�ied by a basement)shah have vantilatbn openings through fou>dation wads or exterior invented room heater,electric furnace,or baseboard electric heater is Installed in the residence,the The mhimun local exhaust rates shal be determined h accordance with Section M1507. Exhaust ail the drection of travel. wals.The minimum net area of ventilation openings shat be not less than 1 square foot(0.0929 m)for certificate shell fist'gas-fred invented room heater,''electric furnace'or'baseboard electric heater,' as Attachments shall be designed to resist the component and cladding bads determined h accordance from the space shell be exhausted R31222 Window o each 150 square feet(14 m)of under-floor s aoe area,mess the ound surface is covered b a appropriate. An effidency shall not be listed fa fired unvented roan heaters,electric fumaces or with either Table R3012(2)or ASCE 7,with the permanent corrodon-resistant attachment hardware paring control devices. P gr Y directly to the outdoors. R3tt3.1 Floor elevations at the required egress doors. Window opening control devices shat comply with ASTM F 2090. Thee window opening control deuce, Class 1 vapor retarder material Where a Class 1 vapor retarder material id used, the mimnirxm net area electric baseboard heaters. provided and anchors permanently Installed on the buldrig.Attachment h accordance with Table Landings or frished floors at the required egress door shall be not more than 1 V2 inches (38 mm) after of ventilation o ahad be not less than 1 re foot(0.0929 m) for each 1,500 square feet(140 R301212 is rmitted for with a mean roof hh3idht of 45 feet or less where the ultimate operation to release the ow uni do les slowing the window to fully open,sinal not reduce the net Pe� aqufl � ��m 8303.4 lAecherrcal ventilation. lower than the top of the threshhold dear area of the window uit to less then the area r m) of trader-floor space area.One such ventoleting opening shad be within 3 feet(914 min) of each NiD3.1(R403.T)Controls(lvlarndatory). wind speed V,hs 180 mphor less opening equted by Section 831021 At least tune then ostat shal be provided for each s Where the alk h}Itration rate of a dweitng unit is 5 ori changes per her or less where tested with a Exception The lancing or floor on the exterior side shell be not mare than 7 3/4 hehes(196 rnrN earlier of tine Iwidna eparate heating and cccing system TABLE R30t2.t2 WINDBORNE DEBRIS PROTECTION FASTENING S(H®U E FOR WOOD STRUCTURAL blower door at a pressure of 02 below the top of the threshold provided the door does not swing over the landing or floor.Where R313.2 One-and two-family dweings automatic fre sprinkler system. One-and two family dwellings Inch w.c(50 Pa)In accordance with Section N1102.4.127991685), the dweflng unit shal be provided with exterior landings or floors serving the required egress door are not at grade ,they shat be provided having a hoot of three stories above grade shall be equipped throughout with an automatic sprinkler 84082 Openings for trmder-floor venUation N1103.t1 W403.tU Rogramrnalble Thermostat PANELSa,b,Q d whole-house mechanical ventilation In accordance with Section M1507.3 with access to grade by means of a ramp ih accordance with Section R31.8 or a stairway in system. The m inirnm net area of ventilation openings shall be not less than 1 square foot (0.0929 m)for each The thermostat controing the primary heating or cooing system of thhe dwefng unit steal be capable of accordance with Section R31l.7. R31321 150 s e feet(14 m)of under floor area One ventilation o cahtr the heal y emperatue set Design and instalatlon Automatic residential fie spuinkler systems aha)bedesigned and Installed Q� paring stinal be within 3 feet (915 min)of citing ting and cooing system on a da schedule to mehtaIn different t FASTENER TYPE FASTENER SPACING(inches) R303.5 Opening location In accordance with Seaton P2904 or NEPA 13D. each comer of the building.Ventilation openings shad be covered fa their height and width with any of points at dfferent tines of Panel span(less than 4 feetX4 feet to 6 feetX6 feet to 8 feet) Outdoor intake and exhaust openings shall be located In accordance with Sections R303.5.1 and R31l.3.2 Floor elevations for other exterior doors R314.1 General the following materials provided that the least dimension of the covering shal not exceed/Inch(6.4 the day.This thermostat dial Include the capab8ty to set bads or temporarly operate the system to N o.8 Screws 16' 10' 8' R303.52 Doors other than the required egress door shat be provided with lendings or floors not more than 7 Smoke alarms deal comply with NFPA 72 and Section R314 mm): maintain zone temperatures down to 55 F(13 C)or up to 85 F(29 C). The themastat shall httaly be No. 10 Screws 16' 12' W 8303.5.1 Intake openings. 3/4 Inches (196 mm)below the top of the iheWxk t Perforated sheet metal plates not less than 0.070 Inch(l.8 mrm)thick. programmed by the manufacturer with a heating tomperattre set point no higher than TO F (21 C)and a a Thio tale is based on 180 mph ultimate design whci speeds,V,and a 33-foot mean roof hehdht. Mechanical and gravity outdoor ail intake openings shad be located not less than 10 feet(3048 mrN Exception:A top larding Is not required where a starway of not more than two risers Is located on the 8314.11 Ustings. 2 Expanded sheet metal plates not less then 0.047 Inch(12 mr0 dick. cooling temperature set point no lower than 78 F(26 C). b.Fasteners shat be installed et opposing ends of in wood structural panel Fasteners shad be from any hazardous or noxious contaminant,such as vents,chimneys,pl mbing vents, streets,slays, exterior aide of the door,provided that the door does not swing over the stairway. Smoke alarms dal be listed h accordance with UL 217.Combination smoke and 3. Cast-ion grill or grating. parking lots annd loading docks. For the purpose of this section,the exhaust from dweitng unit toilet carbon mo oxide alarms sell be listed in accordance with UL 2.17 and U-2034. 4. Extruded bad-bearing brick vents N11D3.12(1403.12)Heat Pump Supplementary Heat(Mandatory). located not less than 1 inch from the edge of the panel. rooms,bathrooms and kitchens shat not be considered as hazardous or noxious. R31t3.3 Storm and screen doors 5.Hardware doth of 0.035 Inch (0.89 inn) wile or heavier. Heat pumps having supplementary electric-resistance heat shal have controls that, except during a Anchors shal penetrate through the exterior wall ocverhg with an embedment length of not less then Exceptions: Stam and screen doors shat be permitted to swing over exterior stairs and landngs R3142 Where required 6. Comosbn-resistant wine mesK with the least dimmendam being /Inch(a2 mN thick defrost,prevent skpplemental heat operation when the heat ping compressor can meet the heating 2 inches into the builds g frame. Fasteners shad be located not less than 2/Inches from the edge of 1 The 10-foot (3048 mm> ration Is not required where the Intake opening is located 3 feet(914 Exoeptiort The total area of ventilation o shat tie ted to be reduced to/of the bad oahcrete block or concrete. � Smoke alarms aha)be provided in accordance with this section. P�Od P inn)or greater below the contaminant sorce. R31tT Stairways. under-floor area where the ground surface is covered with an approved Class I vapor retarder material d Panels attached to masonry or masonry/stucco alnrUl be attached using viratian-resistant anchors 2 Vents and chhnsys seMrq fuel-burring appliances shall be ter minated In accordance with the R3117.1 Width 831421 Neva o"tructian, and the required openings are placed to provide cross ventilation of the space.The installation of having an ultimate withdrawal capacity of not less than 1,500 pounds applcable provisions of Chapters 18 and 24. Stairways sial be not less than 36 Inches (914 mm)h clear width at al points above the permitted Smoke alarms sell be a Clothes dryer exhaust ducts shat be terminated In accordance with Section M15023. handral height aril below the required headroom height.Handrats shall rat project more than 4 V2 provided h dweing units . operable louvers sell rot be ohibited REVISIONS R303.52 Exhaust openings hdnes(114 min) on either side of the stairway annd the clear width of the stairway at and below the R31422 Aflerations,repsrs annd additions R408.4 Access R3O29 Flame spread Index and smoke-developed Index for wad and coling finishes Exhaust ail shall not be directed onto wakways.ie R303.6 Outside opening protection Air exhaust and handrail height,including treads and lendings,shall be not less than 31 1/2 Inches(787 min) where a Where afterations,repairs or additions requing a pemit occr,or where one or more sleeping rooms Access shat be provided to al under-floor spaces.Access openings through the floor shat be a NO. DATE DESCRIPTION Flame spread and smoke developed indexes for wall ruhd calling finishes shell be h accordance with intake openrhgs that terminate outdoors died be protected with oomosbn-resistant screens,lowers or handrail is hstaled on one side and 27 Inches (698 mm) where handrds are provided on both sides. are added or created h existing dweitmgs,the hdvidual dweing uit shal be equipped with smoke minimum of 18 Inches by 24 Inches(457 mm by 610 mm).Openings through a perimeter well diet be not Sections 83029.1 grilles having an opening size of not less than/Inch(6 mmil and a maximun opening size of/Inch f13 Exception:The width of spiral stairways shall be h accordance with Section R311710.1 alarm located as required for new dweitngs. less than 16 hches by 24 holes (407 mm by 610 mm). Where any portion of the througlh-wal access 83029.1 Flame spread index mm),in any dmen*n. Openings shat be protected against local weather axmdtbns.Outdoor ail exhhaust Exceptions: Is below grade,an areaway not less than 16 Inches by 24 Inches (407 mm by 610 inn)shall be - - - R30 and came finishes shat have a flame and intake openings shall meet the provisions for exterior wall opening protectives h accordance with R31i72 Headroom 1 Work involving the exterior surfaces of dwelings such as the replacement of roofing or aiding, the provided The bottom of the areaway shat be below the threshold of the access opening. Through wall spread Index of not greater than 200 this code. The headroom h stairways shal be not less than 6 feet 8 inches (2032 mrm>)measured vertically from addition or replacement of windows or kions,or the addition of a porch or deck are exempt from the access openings shall not be located under a door to the residerce.See Section M1305.14 for access Exception Flame spread Index requirements for finishes shel not appy to trim defned as picture molds, R303.7 Interior stairway ltxnhatbn interior stairways shal be provided with an artificial light source to the sloped Ine adjoining the tread nosing or from the floor surface of the landing or platform on that requirements of this section requirements where mechanical equipment is located under floors chair rats,baseboards and handrals;to doors and windows or their frames;a to mmaterials that are less Illminate the landings and treads Thhe ig ht source shal be capable of itu minating treads and landings portion of the stakway. 2 Installation,alteration or repairs of plumbing or mechanical systems are exempt from the requirements than/inch (0.91 mm)h thickness cemented to the surface of walls or callings fl these materials exhbit to levels of not less than 1 foot-candle(l.1 lux)as measured at the center of treads annd landings. Exceptions: of this section 8408.5 Removal of debris. flamme spread Index values not greater than those of paper of this thickness cemented to a There shat be a wall switch at each floor level to control the light source where the stairway has six 1 Where the nosings of treads at the side of a flight extend under the edge of a floor opening though The under-floor grade shall be cleaned of all vegetation and organic materiel AI wood ferns used for noncombustible backing. or more risers, which the stat passes,the floor opening shat be slowed to project horizontay Into the required 8314.3 Location placing concrete doral be removed before a buidng is occxpied or used fa any purpose.At 830292 Smoke-developed Index Exception:A switch is not required where remote,central or automatic control of lighting Is provided headroom not more than 4 3/4 inches (121 mN. Smoke alarms seal be installed In the folowing bastions: construction materials shall be removed before a buWng is occupied or used for any purpose. Wal and ceitng -noshes shad have asmoke-developed index of not greater than 450. 2 The headroom for spiral stairways shat be h accordance with Section R31t7.10.1 1 h each sleeping room 8408.6 FWshed grade. 8303.8 Exterior stairway imnation. 2 Outside each separate sleeping area In the immediate vicinity of the bedrooms The finished grade of under-floor surface shad be permitted to be boated at the bottom of the 830210 Flame eloped Index fa Insulation Exterior stairways shal be provided with an artificial light source located at the top landing of the R31173 Vertical rise. a On each additional story of the dwefng,includng basements and habitable attics and not including footings;however,where there Is evidence that the groundwater table can rise to wit* 6 Inches(152 spread Index and smoke-dev stairway. Exterior stairways providing access to a basement from the outdoor grade level shell be A fight of stats shall not have a vertical rise larger than 147 Incches (3734 mN between fbor levels or crawl spaces and uainhatiltable attics.h dweings or dweing units with spft levels and without an mm)of the fi fished floor at the bullring perimeter or where there is evidence that the surface water Flame spread and smoke-developed index for insulation shall be in accordance v b Sections R30210.1 provided with an artifldal fight source boated at the bottom lendr g of the stairway landings. Intervening door between the adjacent levels, a smoke alarm Installed on the upper level shall suffice does not readly drain from the burg site,the grade h the under-floor space shall be as Nin as the though R30210.5 outside flushed ado unless en for the adJacerht lower levet provided that the lower level is less than one furl story below throe upper gr approved dahage system Ls provided R304.1 Minimmun area R31i7.4 Wakine. level. R3021D.1 Insulation Habitable rooms shall have a floor area of not less than 70 square feet(6.5 m). The wakine across winder treads dei be concentric to the c rved direction of travel through the turn 4. Smoke alarms shhel be Installed not less than 3 feet MU mm)horizontay from the door or opening R408.7 Flood resistance. Insulation materials,Xining facings, such as vapor retarders and vapor-permeable membranes Instated Exception:Kitchens and located 12 Inc hes (305 mm)from the side where the winders are narrower.The 12-inch (305 mm) of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke For dwidngs located In food hazard areas as established h Table R3012(1) W tin fico-celing assembles,roofer assembles, wall assembles,crawl spaces and attics shall have drnendon shat be measured from the widest point of the clear staff width at the waking surface of alarm required by Section R314.3 a flame spread Index not to exceed 25 with an accompanying smoke-developed index not to exceed R304.2 MHmun dimensions, the winder.If winders are adjacent within the fight,the point of the widest dear stat width of the t Wals enclosing the under-floor space shell be provided with flood openings h accordance with 450 where tested in accordance with ASTM723. Habitable rooms shall be not less than 7 feet(2134 mm)In any horizontal dimension adjacent winders shad be used 8314.4 interco rection. Section R3�•2 Fxceptkxw. Exception:Kitchens Where more then one smoke alarm is required to be Installed within an Individual dwekhg unit h 2 The finished ground level of thhe under-floor space shat be equal to or higher than the outside 1 Where such materials are Installed in concealed spaces, the flame spread Index and smoke-developed R31t7.5 Stair treads and risers. accordance with Sectbn R314.3,the alarm devices shal be Interconnected h such a manner that the finished ground level on at least one sole. Index Imitations do not apply to the facings,provided that the facing is Instated In substantial contact R304.3 Heighht effect on room area. Stair treads and risers shall meet the requirements of this section For the purposes of this section, actuation of one alarm wt activate al of the alarms In thhe indvkduai dweing unit.Physical Exception Under-floor spaces that meet thhe requirements of FEMA with the unexposed surface of the ceing, floor or wall f* Portions of a room with a doping ceiling measuring less than 5 fee(1524 inn) or a furred ceitng dimensions and dimensioned surfaces eel be exclusive of carpets,Hugs or runners interconnection of snake alarms shel not be required where listed wireless aiaffns are Installed and al 2 Cellulose fiber Bose-fl Insulation,that ds not spray tippled, complying with the requirements of Section measuring less than 7 feet(2134 mm)from the finished floor to the finished ceiling shall not be alarms sound upon activation of one alarm. 830211 Frebbddng R3021D.3, shall not be required to meet the smoke-developed index of not more than 450 and steal be considered as contrbuting to the mintnum required habitable area for that room R311.7.5.1 Risers Exc eptiorc hteroomectbn of smoke alarms h existing areas shall not be required where alterations or h combustible construction, fie-blocking shall be provided to cut off both vertical and horizontal required to meet a smoke-developed Index of rat mare than 450 where tested h accordance with The riser height shhal be not more than 8 V4 Inches (209 inn).The risershal be measured vertically repass do not result in removal of Interior wall or ceding finishes exposing the structure,tniess there Is concealed draft openings and to form an effective fie barrier between stories,and between a top CAN�ULC S1022. R305.1 Miirxm height between leading edges of the adjacent treads.The greatest riserhheight within any flghht of stats shall an attic,crawl space or basement avalable that could provide access for Interconnection without the stay and the roof space. 3. Foam plastic Insulation shall comply with Section R316 Habitable space,halways and portions of basements containing these spaces shal have a calking not exceed the smallest by more than 3/8 Inch(9.5 mm).Risers steal be vertical or doped from the removal of Interior fiishes.R314.5 Conbi nation alarms. Ffrebbdcing shall be provided h wood-franmed construction h thhe folowing locations: R3021D2 Loose-fit Insulator height of not less than T feet(2134 mnril.Bathrooms,tolet rooms and laundry rooms sinal have a caing underside of the nosing of the tread above at an anderot more than 30 degrees(0.51 rad from the Combination smoke and carbon monoxide alarms sell be permitted to be used h leu of smoke alarms. 1 In concealed spaces of stud walls and partitions,hdudIng furred spaces and parallel rows of studs or R30Z1 fit Looseam materials that cannot be rrhotxhted in the ASTM E 84 or LdL T23 apparatus without a height of not less than 6 feet 8 Inches(2032 nmh). vertical Open risers are pe muted provided thatthhe openings boated more than 30 Inches(762 TvA as staggered studs, as folows: screen ll artlatio supports shad oo rano with the flame spread ands 84 ordeveloped knits of Section Except' measured vertically,to the floor orgrade below do not pem9t the passage of a 4-tram-dameter(102 R314.6 Power source. tt Verticaly at the losing and floor levels. screen.1 where tested h accordchce with h the fl C 51022 1 For rooms with sloped oeings,the required floor area of the room shall have a cehng height of not mm) sphere. Smoke alarms shall receive their primary power from the buldng wiling where such wiring is served from 'Z Horizontally at Intervals not exceeding 10 feet(3048 min). less than 5 feet(1524 mm) and not less than 50 percent of the required floor area shal have a ceing Exceptions: a commercial source and where primary power Is interrupted, sell receive power from a battery. Wiring 2.At hteroanections between concealed vertical and horizontal spaces such as occur at soffits,drop i � E U Exception Cekiosio fber hose-fl ihsulatbn shat not be required to be tested h accordance with CAN/ height of not less than 7 feet(2134 mini. 1 The opening between adjacent treads is not limited on spial tatways. shad be permanent and without a disconnecting switch other than those required for overcurent artd ccs , 0- o ULC 51022,provided such insulation complies with the requirements of Sections 1130210.1 and R30210.3 2 The calling height above bathroom and tolot room fixtures shall be such that the fixture Ls capable 2 The riser height of spiral stairways shall be h accordance with Section R3117.10.1 protection 3.h concealed spaces between stat stringers at the top and bottom of the run.Encbsed spaces : a r ori U of being used for its intended purpose. A shower or tub equipped with a showerhead shall have a tions; under stairs shat c ompy with Section R3027. R3021D.3 Cekiosb fber loose-HI insulation calling height of not less than 6 feet 8 Inches(2032 mm) above an area of not less then 30 Inches R3lt7.52 Treads t Scnake adamns shat be tted to be batt ated where Installed h without 4.At openings around vents, pipes, dicta,cables and wires at celing and floor level,with an approved -2 Cellulosic fber loose-ill insulation dial comply with CP: CFR, Parts 1209 and 1404.C-ach package (762 mm)by 30 txhes (762 inn)at the showerhead The tread depth shall be not less then 9 Inches(229 mrr0.The tread depth shall be measured commercial power. pew aper material to resist the free passage of flame and products of combustion The material filing this annular Z a of such Insulating material shall be dearty labeled In accordance with CPSC 16 CFR Parts 1209 and 3.Beams,Orders,ducts or other obstructions In basements containing habitable space shall be horizontally between thhe vertk�l planes of the foremmost projection ofadjacent treads and at a right 2• Smoke alarms Instated In accordance with Section R31422 space shall not be required to meet the ASTM E 136 requuirements ; .t 1404. penritted to project to within 6 feet 4 Inches(1931 min)of the finished floor, angle to the treads leading edge. The greatest tread depth wittinany fight of stats shall not exceed 5.For the frabbckhg of chimeys and freplaces,see Section R1003.19. , sr 11305.11 Basements. the smalest by more than 3/8 Inch(9.5 mmkd SECTION R315 6.Fiebbcking of comioes of a two-family dwelhg is required at the kne of dwelling uit separation ,:,� N 2 8302 p.4 Etposed attic Insulation Portions of basements that do not contain habitable space or hallways s hal have a as"height of CARBON MONOME ALARMS "� o z Expmosed Insulation materials Installed on attic floors shat have a critical radiant flux not less than 0.12 .. U Q not less than 6 feet 8 Inches(2032 mm). 8311.7.521 Winder treads. 11315.1 General R302tt1 Fireblocking materials. " C) watt per square centimeter. ^-" 9 Fxceptiuxh:At beams, girders,ducts or other obstruuctions,the ceipng height shall be not less than 6 WInder treads shat have a tread depth of not less than 10 fiches(254 mnml measured between tthe �n�� ��s��,,,�5��� Except as provided h Section 830211 item 4,freblockhg shat consist of the following materials_ �^ ���� feet 4 hdhes(1931 mm)from the finished floor vertical planes of the foremost projection of adjacent treads at the Intersections with the waklns. 1 Two-inch(51 mm)nominal l tuber. , � U) R3021D.5 Testing. Winder treads shat have a tread depth of not less than 6 Inches (152 mm)at any pont within the dear 2 Two thicknesses of lfioh(25.4 mm)nominal lmber with broken lap Joints. ; Tests for critical radiant fluuc steel be made h accordance with ASTM E 970. 8315.11 Listlnga ,las L_ (r) 830211 Fireblockin¢ SECTION R309 GARAGES AND CARPORTS width of the stair. Within any flight of stairs, the largest winder tread depth at the wakiine shall not Carbon monoxide alarms sinal be listed In accordance with UL 2034. Combination 3. One thickness of 23/32-Inch(18.3 mm)wood structural panels with joints backed by23/32-inch v, 4 83025 Dwelfn aro Y Y Pe carbon monoxide and emdke alarms &A be listed h accordance with LE 2034 and 83152 Where - #.- �n g-g ge opening and penetration protecticrq exceed the smallest winder tread b more then 3/8 Inch (9.5 mrg.Consistent) aha d winders at tine CI8.3 mr0 wood structural panels. .,._ In oarbustble construction,fro-blocking shall be provided to out off both vertical and horizontal 1 4► C � concealed draft Opnerings and pnermetrations though the wads or ce6hgs separating the dwelnC from the garage shat be wedkine shat be allowed within the senna tight of stats as rectangular treads and do rot have to be requlredd 4.One thickness of 3/4 -Inch 019.1 inn)particleboard with joints backed by 3/4-Inde(19.1 mm) .,,�.�� openings and to form an effective fire barrier between stories, and between a top h accordance with Sections 11302.5.1 through R302-5.3 within 3/8 Inch(9.5 mm)of the rectangular tread depth Carbon monoxide alarms shel be provided In accordance with Sections R31521 and R31522 partido-board .W:_"'. ~ � N - 6 stay and the roof space.Freblockhg shall be provided h wood-framed construction In the fotowng Exception:The tread depth at spial stairways shall be In accordance with Section R3117.10.1 5.One-half-Inch(12.7 mm)i gypsum board °;0 U 00 locations R3025.1 Opening protection, R31&2-1 New c onstructiax 6. One-quarter-inch (6.4 mm)cement-based m aboard - o N 1 h concealed spaces of stud wall and partitkns,Including furred spaces and paralel rows of studs or Opts from a private garage directly Into a room used for sleeping purposes shat not be per witted 83117.5.3 Nosings. For new construction,ceiban monoxide alarms shat tie 7.Betts or blankets of mineral wool or glass fiber or other approved materials hstaled h such a .,- o staggered studs, as follows provided h dweing units where either or both of as to be sear retained h } _r N Other openings between the rel a and residence shay be with said wood doors not less The radius of curvature at the shat be not eater than 9/16 inch(14 inn).A nosing projection the folowing conditions exist ey place. Ole r_ 11 Vertically at the cuing and floor levels g 9 gr 4 Q oro u than 1 3/8 inches(35 mm)h thickness,sold or Honeycomb-core steel doors not less than 1 3/8 not less than 3/4 Inch(19 mm)and not more than 1 V4 inches (32 mm)shat be provided an stairways t The dwelling unit contains a fuel-fired appliance 8.Cellulose Insulation Installed as tested In accordance with ASTM E 119 or UL 263,for the specific 12.Horizontaly at Intervals not exceeding 10 feet(3048 min). 4 2 At Intercorrhections between cacealed vertical and hnorizantal spaces such as occur at soffds,drop hdhes(35 mxN stick,or 20-mirxute fie-rated does,equjpped with aself-dosing device. with sold risers The greatest nosing projection anal not exceed the smnalest nosing projection by nae 2 The dwetkng uyt has an attached garage with an opening that comrrxrnicates with the ctwelhp unit applcatlon .,,`° X �"h ceAngs and Dove onsb than 3//Inch(9.5 mrn)between two stories,including the nosing at the level of floors and landings - :'; ( `0 (g 3,li concealed spaces between stair stringers at the top and bottom of the rum Enclosed spaces R30252 Duct penetration Beveling of nosings shat not exceed V2 I ch(127 rind. R31522 Alterations,repairs and additions. SECTION 8807 ATTIC ACCESS (U qi 0 under stats sinal orryly with Section 83027 Ducts In the garage and ducts penetrating the walls a ceflngs separatirmg the dweing from the garage Exception:A nosing projection b not required where the tread depth is not less than 11 Inches t279 Where afteratbns ,repots or additions requiing a permit occur,or where ane cr more steeping rooms 88071 Aa� t� 0 4. er openings around vents,pipes,ducts cables and wires at celrh0 and floor level with an cued shat be constructed of amirinun No.26 page(0.48 mm)sheet steel or other approved material and mm). are added or created h existing dwellings ,the Individual dweing unit shal be equipped with carbon B coling or roof construction shall have an attic access opening to attic areas ► O s a0 + shell not have openings Into the garage 2 Where handral fittings or ben Ings are used to provide continuous transition between fights, monoxide alarms boated as required for new dwe6ngs . that have a vertical height of 30 Inches(152 mmt)or greater over an area of not loss than 30 square 0- n- U material to resist the free passage of flame and products of combustion The mmaterial filing this annular space steal not be required to mneet tine ASTME 136 requirements transitions at winder treads,the transition from handrail to guard,or used at the start of a fright, the Exceptions: feet (2.8 m). The vertical height aha)be measured frau the top of tthe ceing framing members to the 5 For the fr R3025.3 Other penetrations. hhandral height at the fittihgs or bendngs shat be permitted to exceed 38 Inches(956 mm). 1 Work involving the exterior surfaces of dwelhgs ,such as the replacement of roofing or airing,or underside of the roof framing members. Thhe rough-framed opening shat be not less than 22 Inches by ebbdchg of chimeys and fireplaces, see Section R1003.19 Penetrations through the separation required In Section 83026 shell be protected as required by the addition or replacemxmt of windows or doors,or thhe addition of a porch or deck,is exempt from 30 Inches (559 inn by 762 mrn)and shall be located h a hatway or other ready ac cessble bcatbn 6.Fteblockhg of comlow of a two-family dwelling Is required at the line of dwekhg unit separation. ��h R30211 R3n7.82 Continuity. the requirements of this section Where located in a wall,the opening shat be not less than 22 inches wide by 30 Inches high(559 mm Handrals for staiways shat be continuous for thhe full length of the fight,from a point directly above 2 hstalatioh,alteration a repairs of pl mbing or mechanical systems are exempt from the requirements wide by 762 mm high).Where the access is located in a celing,minimum unobstructed headroom inn the �A R3021t1 Firebbching materials. R302.6 Dwelling-garage fie separation the top riser of the flight to a point directly above the lowest riser of the fight.Harxtal ends shhal be of this section• attic space shall be 30 Inches (762 min) at same point above the access measured vertically from the y Except as provided h Section R302.11 Item 4,freblodking shat consist of thhe following materials �� ��'� 1 Two-inch(51 mink)rarrinal Humber. The garage sinal b>a separated as required by Table 83026 Openings h garage walls stinal comply with retuned or shat temninate h newel posts or safety terMnals.Hendrais adjacent to s wall sinal have a bottom of coling framing members.See Section M13o5.1.3 Q� 2 Two thicknesses of 1-i ch (25.4 min)nominal lumber with broken lap joints Section 83025.Attachment of gypsum board shall comply with Table RT023.5.The wall separation space of not less than 1 V2 inches (38 mm)between the wall and the handrata R315.3 Location GO provisbrta of Table 83026 sinal not appy to garage walls that are perpendoielr to the adjacerht Exceptions: Carbon nhonoxide alarms h dweGhg units sinal be instated outside of each separate seeping area In the R905.t2 Ice barriers 3. One thidmess of 23/32 -inch(18.3 mm) wood structural panels with Joints backed by 23/32 -Inch dweing unit wall 1 Handrals shell be permitted to be interrupted by a newel post at the turn. immedlate vicinity of the bedroom Where a fuel-burning appliance is located within a bedroom or its (18.3 mm)wood structural panels. 2 The use of a volute, turnout,starting easing or starting newel set be slowed over the lowest tread attached bathroom, a carbon monoxide alarm shall be Instated wittin the bedroom In areas where there has been a history of l e forming along the eaves causing a backup of water as * n't 4.One thhickness of 3/4 -Inch(19.1 mN particleboard with joints backed by 3/4 -Inch(19.1 n rn) SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENNGS desig ated In Table 113012(0, an ice baffler shat be Installed for asphalt shindes,metal roof shingles, partde-board R3117A.3 Grip-size. R315.4 Combination alarms. mineral surfaced rot roofing, sate and slate-type shingles,wood shin les and wood shakes.The ice 5.One-half-inch(12T mm)gypsum board. R310.1 Emergency escape and rescue opnening required Basements,habitable attics and every sleeping Required handrails shall be of she of the fobwng types or provide equivalent graspabity. C ribinatieon carbon monoxide and smoke alarms shad be permitted to be used h tau of carbon barrier shal consist of not fewer then two layers of uncladayment cemmented together,or a seff-adheft �' 6. One-quarter-inch(6.4 mN cement-based mibowd -m odfied bitumen sheet shat be used h ce of normal umderh t 6 room shat have not less than one operable emergency escape and rescue opening. Where basements t Type l.Handrals with a drexiar cross section anal have an outside darrheter of not less than 1 V4 monoxide alarms. polymer Ola ymen and extend from the •��► 4$gZ� o 7.Batts or blankets of mineral wool or glass fiber or ether approved materials installed In such a contain one or more opening set be required h Inches(32 min) and not point rat less than 24 Inches(610 mrn)Inside the exterior wan F sleeping rooms,an emergency escape and rescue greater than 2 Inches (51 mm).tl thine harxral is rot circular,tt sinal have a lowest edges of al roof surfaces to a ^� manner as to be securely retained In place. kine of the On roofs with �F NCe" 8. Cehlose insulation Installed as tested In accordance with E 119 or LL 283,for the specifc application, each sleepiilQ roan Emergency escape and rescue openings shat open directly Into a pxbic way,or to p)erirneter dimension of not less than 4 inches (102 mrrJ and not greater then 6 V4 inches(160 mill 8315.5 Power source. txutdrhg. dope equal to or greater than 8 units vertical in 12 arts horizontal a yard or court that opens to a pbic way.Exception:Stour shelters and basements used oily to with a cross section of dimmension of not more than 2 1/4 Inches(57 mm).Edges shall have a radius of Carbon monoxide alarms sinal receive their pinery power from the buidng wiring where such wting is the Ice barrier shat also be applied not less than 36 inches(914 min)measured Wong the roof slope house mechanical equipment not exceeding a tots floor area of 200 square feet(18.58 m). not less than 0.01 inch(0.25 rim), served frau a commercial source and where primary power is interrupted shat receive power from a from the save edge of the building. 83021111 Batts or blankets of mmineral or glass fber.Batts or blankets of mineral or glass fber or other 2 Type L Handals with a peri meter greater than 6 V4 Inches(160 mm)shat have a graspable finger battery.Wiring shat be phermanent annd without a disconnecting switch other than those required for Except!=Detached accessory structures not contai ling condtcned floor area approved norcidd materials shal be permitted for compliance with the 10-foot(3048 mm)horizontal R310.11 Operational constraints and opening control devices Emergency escape anxd rescue openings recess area on both sides of the profle. The finger recess shal begin within a distance of 3/4 Inch (19 overorrent protection TMS CERTIFIES THAT ThESE PLANS WERE firebbcidng h wads constructed using parallel rows of studs or staggered studs. shell be operational from the inside of the room witicut the use of keys, toots or special knowledge. mm)measured verticay from the tallest portion of thhe profile and achieve a depth of not less than Exceptions: R90524.1 Wind resistance of asphalt shindes pens ng complying per portion permitted to be batt ated where insteed In build without Asphalt shingles shall be tested in accordance with ASTM D T158. Asphalt shhi files shal meet the PREPARED OREBEST AND R302il.12 Unfeced fberglass Window o control devices with ASTM F 2090 shat be milted fa use on windows 5/16 Inch(8 min)within T/8 Nhchm(22 urn)below throe widest of the profte. Tunis required depth t Carbon monoxide alarms sinal be ery open rags SUPERVISION AND TO TFE BEST OF MY serving as a required emergency escape and rescue opermirhg. sal oontlrwe for not less than 3/8 Inch h0 mm) to a level that is not less than 1 3/4 Inches (45 mint) oarrmerciat power. classification requirements of Table R90524.1 for the appropriate ultimate design wind speed Asphalt Unforced fbergiass batt insulation used as freblocking,shall fl the antis cross section of the wall cavity below thhe tallest portion of the profls. The width of the hanxrai above the recess shay be not less 2 Carbon monoxide alarms Installed h accordance with Section 831522 shingle packaging sec bear a label to Indicate compliance with ASTM D 7158 and the required KNOWLEDGE, BELtB AMID PROFESSIONAL to a height of not less than 16 Inches (406 mrn)measured vertically. Where piping,conduit or suntan Ft3102 Emergency escape and rescue openings. than 1 V4 Inches (32 mm) anal not more than 2 3/4 Inches (TO mm).Edges sinal have a radius of not classification h Table R90524.1 the scope of ASTM D 7158 shall be tested and labeled to Indicate JJDGEMENT COMPLY WITH THE LATEST obstructions are encu ntered,the insulation shat be peicked tightly aro nd the obstruction Emergency escape and rescue openings shal have minimum dimensions as specified h this section. less than 0.01 inch (025 mm). complance with ASTM D 3161 and the required classification h Tabule 890524.1 PROVISIONS OF Thi NEW YORK STATE R30211t3 Loose-fit Insulation material SECTION R39 LWORM FRE PREVENTION, BUL.DING CODE R30ZI ill testi se- material shat not be used as a tieblodk unless sphedficaly tested h thine form and 831021 Mi kn m opening area R31t7.8.4 Exterior plastic composite handrails.Plastic composite exterior handrals shall comply with the PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY SECTION M2201 Oil.TANKS AND THE NEW YORK STATE EDGY manner htendati fa use to demonstrate its dally to remain h place and to rata t thine spread of fire EmmdJency and escape rescue openings seal have a net dear opening of not less than 5.T square requirements of Section 8507.3 R31T.1 Location required M220t2 Above-ground tanks CONSERVATION CONSTRUCTION CODE. feet(0.530 m). The net dear opening dimensions required by this section shell be obtained by thhe Protection of wood and wood-based products from decay shall be provided h the following locations The maximum amount of fuel of stored above ground or inside of a buldng shall be 660 gallons(2498 and hot gases. norms operation of the emergency escape and rescue opening from thhe Inside. The net dear height R31t8 Ramps. by the use of naturally dyable wood or wood that Is preservative-treated h accordance with AWPA L).The supply tarn shell be supported on rigid noncombustbde supports to prevent setting or shifting. 8302112 Firebl Int opening shell be not less than 24 Inches(610 mm) and the net dear width shat be not less than 20 R31t8.1 Maximum slope. t)1 for the species,product, preservative and end use. Preservatives shat be listed In Section 4 of Exception The storage of fuel oil used for space or water heating,above ground or inside bull" h D RAW I N G Inches (508 mrrJ. Ramps serving the egress door required by Section 133112 shall have a dope of not more than 1 unit AWPA U1. quantities exceeding 660 gallons(2498 U shat comply with NFPA 31 The integrity of fire-bbdcs shall be maintained Exceptiorc Grade floor or below grade openings shell have a net dear opening of not less than 5 vertical h 12 units horizontal(8.3-percent slope).AI other ramps shhal have a maxim m sopa of 1 unit t Wood joists a the bottom of a wood structural floor when closer than 18 Inches(457 mm) a wood CODE NOTE S 830212 Draftst square feet(0.465 m). vertical h 8 units horizontal(125 percent). Orders when closer than 12 aches (305 min) to the exposed ground In crawl spaces or unexcavated M220t21 Tanks wfthh bullrings Exception:Where it is tecrhioay infeasble to comply because of site constraints,ramps shall have a area located within the periphery of the building foundation Supply tanks for use Inside of buildings shall be of such size and shape to permit Installation and h combustible construction where there is usable space both above and below the concealed space of R3102-2 Window ail height. slope of not more than 1 vertical h 8 Wts horizontal 2 Wood framing members thhat rest on concrete or masonry exterkx foundation walls and are less than removal from dwelhgs as whole arts. Supply tanks larger than 10 gebns(38 U shal be placed not a floor coling assembly,draftstops shall be installed so that the area of the concealed space does not Wfere a window is provided as the emergency escape annd rescue open ht sal have a sit height of 8 inches (203 mm) from the BACK TO TO exposed ground less than 5 feet(1524 mind from any ire or flame either within or external to any fuel-burring applance. exceed 1000 square feet (929 m ).Draftstopphg shell divide the concealed spade into approximately not more than 44 inches (1118 mm)above the floor;where thhe ail height is below grade ,it shell be R311182 Landings required 3.Sits and sleepers on a concrete or masonry slab that is h direct contact with thhe ground unless equal areas. Where the assembly is enclosed by a flax membrane above and a ceiling membrane provided with a window well h accordance with Section There shel be a floor or landing at the top and bottom of each ramp,where doors M220122 Outside abov and tanks below,ddraftstopping shat be provided h floor-ceitng assembles under the following cFcunstaraos: men onto fangs, separated from woo slab rs wi tying exte moisture barrier. a 9r 1 Coling is suspended trader the floe fr and where ramps change directions The width of the lancing perpendalar to the ramp slope shat be 4. Thine ends of wood girders entering exterior masorcy or ccrxxete walls havthg clearances of less than Torics Installed outside above grand shah be a minhxnm of 5 feet(1524 mm from an adJohing property • R3102-3 Window wets. not less then 36 Inches(914 mm). /Inch(127 mm)o n tops, aides and ends. kine.Sudor tanks shall be suitably protected from the weather and from physical damage.W2013 2 Floor framing is constructed of truss-type open-wet)or perforated members The horizontal area of the window wet shat be not less than 9 square feet(0.9 m), with a horizontal 5.Wood doing,sheathing and wall trarving on the exterior of a building having a clearance of less than Underground tanks• 8302121 Materials. projection and width of not less than 36 Inches(914 mm).The area of the window wet shall allow the R311.8.3 Henctals required 6 inches(152 mm)from the ground or less than 2 Inc hes(51 mm)measured vertically from concrete emergency escape and rescxue opening to be fully opened Hancirds set be provided on not less than ane side of ramps exceeding a slope of one unit vertioal h steps,porch slabs,patio slabs and shilar horizontal surfaces exposed to the weather. SECTION DRY2 wood topping materials oral be not less than erials h(127 inn)gypsum board 3/8-Inch(9.5 mrIn Exception: The ladder or steps required by Section R310.23.1 shall be pemNtted to encroach not more 12 arts horizontal(8.33-percent slope). 6.Wood structural members supporting moisture-permeable floors or roofs that are exposed to the CLOTHES DRYER DQiAUST PROJECT: wood atrtuctural panels a other approved materials ad3quatey supported Draftstopping sinal be Installed than 6 Inches(152 m ) Into the required dimensions of the window wet. weather,such as concrete or masa ry slabs, unless separated from such floors or roofs by an M1502.1 General• parallel to the floor framing members unless otherwise approved by the butdng official.The Integrity of SECTION R312 GUARDS AND WI DOW FALL PROTECTION i pervious moisture barrier. Clothes dyers shat be exhausted h accordance with thhe manufacturers Instructions. ■ - thhe craftstops shhel be maintained R31023.1 Ladder and steps 7.Wood turi,g strips or other wood framing members attached directly to thhe interior of exterior Roberts Premie r 830213 Frce otection of fleas Wndow wels with a vertical depth greater than 44 Inches(1118 nl shal be equipped with a R3121 Guards masorry walls or concrete wall below grade except where an approved vapor retarder is applied W5022 independent exhaust systems. pr permanently affixed laddder or steps usable with the window h the fuly open position Ladders or steps Guards shal be provided accordance with Sections R312.11 between the wall and the hiring strips or framing members Dryer exhaust systems shat be Independent of al other systems and shall convey ff>B moisture to the D eve I o p e m e n t L L C Floor assemblies that are not required elsewhere h thl3 code to be fie-resistance rated shal be required by this section shat not be required to comply with Sections R3117 Ladders or nags shall outdoors provided with a V2 -inch(12.7 mm) gypsum wallboard membrane, 5/8 -inch(16 m rW wood structural have an Inside width of not less than 12 Inches(305 mrn),shat project not less than 3 inchhes (T6 mm) R312.11 Where required R4Ot3 Drainage. Exception;This section shhal not appy to isted and labeled condensing(ductless)clothhes dryers panel membrane,or equivalent on the underside of the floor framing member.Penetrations or openings tram the wap and shal be spaced not mmore than 18 Inches(457 mr0 on center vertically for thhe full Guards shell be located alamg open-sided waking surfaces,including stairs,ramps and landings,that are Surface drainage shell be diverted to a storm sewer conveyance or other approved point of coketiort 910 Glenn Road for ducts,vents,electrical outlets, lighting, devices,Aminates,wires,speakers,drahage, piping and almdar height of the window wet located more than 30 Inclines(162 mN measured vertically to the floor or grade below at any point that does not create a hazard Lots shall be graded to drain surface water away tram foundation wals. MIS=Duct termination ) openings or penetrations shat be pemdtted within 36 Inches(914 mm)horizontay to the edge of the open side. Insect sneering shat not be The grade shat fat a mimirxm of 6 inches(152 mm) within the fist 10 feet(3048 mm). Exhaust ducts shall terminate on the outside of the btirdmg.Exhaust duct temninatio nd shall be In Southold NY 11971 83102.32 Drainage. considered as a guard. Exception:Where lot Ines,walls,dopes or other puhysical barters prohbit 6 Inches (152 mm)of fah accordance with the dryer marxufachrers Installation hstructbns.tl the mharxufactuer?s Instructions do ) 1 Floor assembles boated 904,N over a space protected by eq automatic nkl r sly system h Window wets shell be designed for proper drainage by connecting to the buidng's foundation drainage within 10 feet(3048 mull,drains or swales steal be constructed to ensure drainage away from the not specify a termination boatior, the exhaust duct shall terminate not less than 3 feet(914 mm)In any accordance with Section P2904,NEPA 19D,or ottner approved equivalent aprirkler system, system required by Section R405.1 or by an approved alternative method R3I2t2 Height structure.Imperviouus surfaces wottin 10 feet(3048 nl of the building foundation shall be doped a direction from openings into bukJhgs.Exhaust duct terminations shall be equipped with a backdraft 2 Floor assembles located drecty over a crawl speo3 not Intended for storage or fuel-fied pxcop{�;A drainage system for window wets Is rot required where the fondation is on wet-drahed Required guards at open-sided waking surfaces,Including stats,pordres, balconies or landings,cel be mhinxum of 2 percent away from the buldi g damper. Screens shall not be instated at the duct temNnaton DATE 7/22/22 appiarces. and or sandgravel mixture sols h accordance with the United Sol Classificatkm System Group i Solis, not less then 36 Inches(914 mm)h height as measured vertically above the adjacent waking surface 3.Potions of floor assemblies shat be per itted to brh uprotected where complying with the folowhg: as detaled h Table R405.1 or the line 3.1 The aggregate area of the uprotected portions dues not exceed 80 square feet (7.4 m)per oomecting throe leac)rnp edges of the treads 8404.1.6 and f ABOVE FIJSHED GRADE RANGE N GODS story Exceptans: foundation at amla�s�mhhxm ofbl4 Inches aD�vvierthe�e nash�grae�s�t�ed a,d a mnimum RANx�c� PROJECT N0. 221018-Roberts 32 Firebl In accordance with Section 8302111 is installed along the perimeter of the R310.4 Bars,Crites,covers and screens. 1 Guards on the open aides of stairs shall have a height not less than 34 Inches(864 mm)measured P cmrY °ck^g Bars,griles,covers,screens or sinter devices are permitted to be placed over emergency escape and vertically from a kine coirocting the leading edges of the treads of 6 inches (152 mml elsewhere. Range hoods shal discharge to the outdoors through a duct.Thhe duuct serving the hood shall have a DRAWN BY MS unprotected portion to separate the u protected portion frau the remainder of thhe floor assembly. rescue openings,bulkhead enclosures,or window wets that serve such openings,provided that the 2 Where the t of the guard serves as a handral on the smooth interior surface,shall be ail equipped damper 4.Wood floor assemblies us dimension lumber or structural composite lumber equal to or eater than op open rides of stats, the top of the guard ttem shat to with a ds shall and shat a ing gr minimxm net clear opening size complies with Sections 8310.11 and such devices aha)be releasable sinal be not less than 34 hdhes(864 inn) and not nae than 38 hdhes 1965 mm)as measured 404.17 BACKFLL PLACEMB+IT. Independent of al otther exhaust systems.Ducts serving range hoods shat not terminate tin an attic or CHECK BY. MS 2-Indm by 10-tah(50.8 mm by 254 mN nominal dmen3lon,or other approved f ocr assembles or removable frau the inside without the use of a key,tool special knowledge or force greater than vertically from a kine connecting thhe leading edges of the treads Backfl shall rat b e placed against the wall until the wall has sufficient strength and has bean anchored space or areas inside thhe building. demo nstratng equivalent fie performance. that required for thhe normal operation of the escape and rescue opening to the floor above,a has been sufflcienty braced to prevent damage by the badkfl. Exception Where Instated In accordance with the manufacturers Instructions, and where mmec hanical or DWG NO. SECTION 8303 l K3hiT,VEN1lATI0N AND FEATING 831213 Opening imitation. natural ventilation is otherwise provided listed and labeled ductless range hoods shat rot be requuired to SECTION R311 MEANS OF EGRESS Required guards shat not have openings from the waking surface to the required guard height that SECTION R406 FOUNDATION WATBFAPROOFING AND DAMPPROOFNG discharge to the outdoors. 8303.1 Habitable rooms. allow passage of a sphere 4 inches(102 mm)in diameter. 8303.1 H rooms shall have an aggregate gazing area of not less than 8 percent of the floor area of 83111 Means of egress Exceptions: R406.1 Co trete and masonry fondation darrpproofing. such roans Nstural ventilation ahar be ttroa windows, skylights,does,lowers or other approved Dweings shall be provided with a means of egress h accordance with this section The means of t Thhe triangular openings at the open side of stair, famed by the deer,tread and bottom ral of a Except where required by Section R406.2 to be waterproofed such rgs is the outdoor air. Such openings sinal in provided with ready access or shat otherwise be egr�shat provide a continuous and unobstructed path of vertical and horizontal egress travel from al guard,shell not allow passage of a sphere 6 inches(153 nm) h diameter. foundati n walls that retain earth and enclose Interior spaces and floors below grade shat be NM22-3(840223)Eave Baffle. O ready ooto t e o td the butdhg openingss The ep rovid area to the outdoors shat be rat less than portions of the dwelling to the required egress door without requiring travel through a garage. The 2 Guards on the open side of stats shall not halve openings that atbw passage of a sphere 4 3/8 dampproofed from the higher of(a) the top of the footing or(b)6 Inches(152 inn)below the top of For at-permeable Insulations h vented attics,a baffle shat be Installed adjacent to soffit and save 4 percent tr the floor area ventilated required egress door shat open ckectly Into a pubic way or to a yard or cart that opens to a public Inches(111 min)h dameter. the basement floor,to the finished grade.Masonry wails shell have not less than/Inch (9.5 mm) vents Baffles shat maintain an opening equal or greater than the size of thhe vent The baffle shal way, pordand cemhent pargng app lied to the exterior of the wall.The parging shat be danpproofed h extend over the top of thhe attic Insulation The baffle shal be per itted to be any sold mmaterial 831214 Exterior plastic composite guards, accordance with one of the following: SCALE SHT. NO. Exception: R3t1.2 Egress door. Plastic composite exterior guards shal comply with the requirements of Section R317.4 1 Bitumious coati>a NfID114 (84013) Certificate(Mandatory). 1 The glazed areas need not be open"where the opening Is not required by Section 8310 and a Not less than one egress door shat be provided for each dweitng unit.Thhe egress door sinal be 2 Three pounds per square yard(163 kg/m)of acrylo modified cement. A permanent certificate shalt be completed by the builder or registered design professional and posted AS NOTED whole-house mechariloal ventilation system Is installed In accordance with Section M1507 d provide a dear width of not less than 32 Inches(813 mm)where measured de-hthged and stinal