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su�1�T h�0�0 c�°y.► Town of Southold 6/20/2024 o P.O.Box 1179 y �.. 53095 Main Rd y o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45291. Date: 6/20/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1490 Kenneys Rd, Southold SCTM#: 473889 Sec/Block/Lot: 59.-3-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/28/2023 pursuant to which Building Permit No. 49796 dated 9/27/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling(4 bedrooms)with unfinished basement, front and rear covered porches, side covered enjU and attached garage with study above as applied for. The certificate is issued to 1490 Kenneys LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-23-1089 6/6/2024 ELECTRICAL CERTIFICATE NO. 49796 5/3/2024 PLUMBERS CERTIFICATION DATED 4/9/2024 Gen . eine Auth iz d S'gn tore o�S�fFQi�.co TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49796 Date: 9/27/2023 Permission is hereby granted to: Arena, Allan 160 Malts Ave West Islip, NY 11795 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1490 Kenneys Rd, Southold SCTM #473889 Sec/Block/Lot# 59.-3-17.1 Pursuant to application dated 8/28/2023 and approved by the Building Inspector. To expire on 3/28/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,637.60 CO-NEW DWELLING $50.00 Total: $3,687.60 Building Inspector SO!/r�ol 0 Town Hall Annex Telephone'(631)765-1802 54375 Main Road P.O.Box 1]79 G Q Southold,NY 11971-0959 • �o sean.devlinCaD-town.southold.ny.us cDUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Allan Arena Address: 1490 Kenneys Rd city:Southold st: NY zip: 11971 Building Permit#: 49796 Section: 59 Block: 3 Lot: 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Morrison Electrical License No: 48402ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 6$ Ceiling Fixtures 23 Bath Exhaust Fan 5 Service 3 ph Hot Water 30A GFCI Recpt 13 Wall Fixtures 27 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Puck Lts $ Recessed Fixtures 74 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transfer Switch UC Lights 2' Dryer Recpt 30Ax2 Emergency Strobe Heat Detectors P Disconnect Switches 7$ 4'LED 6 Exit Fixtures _ Sump Pump Other Equipment: Fridge, Mini Fridge, Oven, DW, Micro, W/D(2), Dehumidifier, 200A 40 Circuit Panel / 40 Used, Gas FP, Hood Notes: Two Story w/ Unfinished Basement Inspector Signature: C Date: May 3, 2024 S.Devlin-Cert Electrical Compliance Form tF Town Hall Annex Telephone(631)765-1802 54375 Main Road a P. 0. Box 1179 Southold,NY 1 1 971-0959 BUILDING DEPARTMENT TOWN OF SOUTH011 n CERTIFICATION ..(� � Date: _( r Building Permit No. 9 L / Owner:1 LA q b K-: e rn (Please print) Plumber: l loc I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this of n 20Z q_ Notary Public, SN M(C— County BEVERLY L RINGHOFF Notary Public,State of New York Registration No.01R16302521 s ' Qualified In Suffolk County 2e j JUN CoaranWsion Expires May S.20.:. — 7 2024 f� �O��OF SOUryo� TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,��' 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ �/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: 0 V M' 5vr2 V DATE . 10- v0- a3 INSPECTOR ho�aOF S0Gly0� TOWN OF SOUTHOLD BUILDING DEPT. cou 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING]STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE /� - INSPECTOR OP SOUTgo� . * * TOWN OF SOUTHOLD BUILDING DEPT. �1�� • 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 &�daj&m< � 0/'✓tk Ace., . pjazAA "V-)TY 49/uK o��L I vwv�i DATE /a-aV-a 3 ANSPECTOR —1 SOUTyo � !� (C � f �# TOWN OF SOUTHOLD BUILDING EPT. 1 �ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: " cl DATE �i� INSPECTOR ho�a0FS0UT,�°� ., TOWN OF SOUTHOLD BUILDING DEPT. courm, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: bY\ D�— PVMO� 46 94CiAl v- k/wiv DATE INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. couffv 631-765-1802 qq� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING /STRAPPING [V] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0%;[ 541 CA 01 P[PtAA'6 NgWa V�_'7_ Oki even& �-� 6-A w A"10% CA w atffb DATE ��' INSPECTOR ---� aSOUTyo * # TOWN OF SOU.THOLD BUILDING DEPT. / �ycouMv 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) EL"ECTRICAL (FINAL) [ ] CODE VIOLATION [1061 ] PRE C/0 [ ] RENTAL REMARKS: 9vn4�lnt L) �l c j , 7"� r DATE - INSPECTOR New York 2020 Label 1490 Kenneys Rd Model: custom home Ekotrope RATER - Version: 4.2.0.3376 HERS Index Score: 59 Building Envelope Specs F m. Ceiling: R-3$ > +� i�►_i - Above Grade Walls: R-18 ' JUN _ 7 ` 24 Foundation Walls, NIA Exposed Floor: R-30 Slab: N/A infiltration: 1416.6 CFM5011 .66 ACH50? Duct Insulation: N/A Duct Lkg to Outdoors: Untested Forced Air Window & Door Specs U-Value: 0.3, SHGC: 0.28 Door: R-4 Mechanical Equipment Specs Heating: Furnace - Propane - 96.1 AFUE Cooling: Air Conditioner • Electric - 14.5 SEER Hot Water: Residential Water Heater - Propane - 0.72 UEF Average Mechanical Ventilation: 1125 CFM Builder or Design Professional Signature: 1490 Kenne s Rd Southold NY HERS' Index Score: Rating Date: Apr 2, 2024 59 11-11MRegistrylID: 71IS322740-� Annual Estimates: Rating Company: Electric (k'41/h): 10,9765 Energy Rating Service Inc Propane (Gallons!: 1,466,9 Rating Provider: Building Efficiency Resources CO2 (Tons): 13.9 Rating Provider Address: A rox. Energy Cost: S2,270 PO Box 1769 Bre:rard. NC �'�' 9y 28712 Home Feature Summary: Single family detached,4 bedrooms.4,496 fr t +t �►; «, Heating: 96.1 AFUE >IMOnt, Cooling: 14.5 SEER fIJ Hot Water: 0.72 UEF Rr►rrrrwe 100 H Air leakage: .� 1416.6 CW650 '1.66 ACH50? Ventilation: 76 CFM, 74 CFhi • 13.6 M 15.6%7 YblsNOMW • Exhaust OntyExhaust Only Duct LTO: Untested Forced Air Above Grade V./alls: R-16 JrA E net av Ceiling: Vaulted Roof, R-38 Home O ! ♦9.1 v: ' ►.,.cam.►r Mindow: U:0.3 • SHGC: 0.28 Foundation Walls: WA New York 2020 Label 1490 Kennet's Rd Y Model vistorn hdnie Ekotrope RATER-Vsmco :41.0-3176 Building Envelope Specs Aoove Grade t4alh:R-I d raunda0or,Walls WA ExPosed Floor,R40 Slab:WA Infi tntion:14166 CF1050 0,66 ACH50i Ouct IRfUlatior:N A Ova Lwg to O.tdoors.Untested Forced Air fi wxtaa„a Door spec. J-Va4w:0.3,SHGC:0.28 Door R-: Mechankal Equipment Spa= 'eating F.rrace.✓r OPine.M,.'AFt6E Coohng:A I Ccndivon"•EIKVlc•145 SEER Hot Viatar ll sldertial t9aw Heat"•Propane•0,72 vEF Avraye..<'achamcal Ventilation!1125 CFAs OuNdee or Design Prefessiamel l 0 t a 1490 Nenne s Rd 5of thold N I O.Br65 Erfnpy a,a'�'as hedeenrl"', eMMy 139 1A OwWty NFo+Fnry pefofwt'n . ,,. ... Il.9 RadAq healer AAdnaa; A•. ..:1'fnp CON: 57.276 Pt eta IINrKmlrtl ell He"ersal—s--ys wc'm-m 1 fYih�� .+atls4 4b.1 wFUI ' lwoina'.Iwl.ftF: Ww 5'bra':d.7lA r M twWIW= 114a C{{/Sa%1 ii RCNSU! leYFrM•ISw n'fiwn rti .am."GIW-eN ryfp dolt til0:unevttl Faua ww AOoia iniaa iYFN Ala wv� fiaep Ya.N.a coon A M tNnaaw J:O f•51gL 41a FOA' HOUSE INSULATION INC.. FOwM 65fl flIR'PlIK DRIVE ROROMOMfl,nY-11779 H•V S E P: 631-402-2532 �NSVtLA'�'�NN foamhouseinsulation@gmail.com Insulation Certificate . This Form must be filled out and posted to comply with building code requirements:. The following products have been .installed in accordance to manufacturer's guidelines by a qualified installer. Fiberglass Insulation manufactured by: Owens Corning Foam-spray polyurethane manufactured by: NCFI POLYURETHANES Area Insulated ROOF RAFTERS, R30, 8".OPEN CELL FOAM INSULATION ATTIC GABLE WALLS, R18,4.5",OPEN CELL FOAM INSULATION RIM JOIST, R21, 5.5"OPEN CELL FOAM.INSULATION GARAGE CEILING R30X16 KRAFT FIBERGLASS INSULATION EXTERIOR WALLS 1.ST&2ND R19X15 KRAFT FIBERGLASS INSULATION EXTERIOR GARAGE.WALLS R19X15 KRAFT FIBERGLASS INSULATION STAIRWELL R13X1.5 KRAFT FIBERGLASS INSULATION UNDER STAIRS Fi13X15 KRAFT FIBERGLASS INSULATION BASEMENT CEILING R19X16-KRAFT FIBERGLASS INSULATION (FOR.IVIETAL FRAMING) BASEMENT CEILING 3"X16 SOUND ATTENUATION FIRE BLANKET FIREBLOCK FOAM FIREBLOCK FOAM WINDOW FOAM WINDOW-FOAM AIR SEAL SEAMS AND EDGES OF PLYWOOD INEXTERIOR WALLS "Nominal thicknesses are representative of field, spray-applied foam material. R-Value is based on manufacturer's claims .Jobsite Address:. DJ Custom Improvements 1490 Kenneys Rd Southold Date of Installation:01/08/2024 Building Contractor: DJ Custom Improvements Installed By: FOAM HOUSE INSULATION.-INC Matthew Wahl -Post Near Electric Panel vCLEM � , JUN. - 7 2024 f f' ACCA Manual DJS HVAC Load Calculations for Residence 1490 Kenneys Rd Southold, NY 11971 E M1 oil FJkLimsoft RLF-iVACHftVsA'D.'KLN.'rA'".. Prepared By: Matt Wahl Energy Rating Service, Inc Islip Terrace, NY 11752 631-566-8439 Thursday,August 3,2023 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' 35 Tellar Dr,Islip Terrace,NY 11752 P Page 2 Pro'ect.Report General Project Information Project Title: ACCA Manual DJS Project Date: 08/02/2023 Client Name: Residence Client Address: 1490 Kenneys 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 Company E-Mail Address: energyratingservice@yahoo.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces South 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 Figures Total Building Supply CFM: 2,200 CFM Per Square ft.: 0.478 Square ft. of Room Area: 4,601 Square ft. Per Ton: 1,123 Volume (ft3): 58,849 FoUolng Loads Total Heating Required Including Ventilation Air: 65,487 Btuh 65.487 MBH Total Sensible Gain: 36,881 Btuh 87 % Total Latent Gain: 5,663 Btuh 13 % Total Cooling Required Including Ventilation Air: 42,545 Btuh 3.55 Tons (Based On Sensible + Latent) 4.10 Tons (Based On 75%Sensible Capacity) 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:\ ...\1490 Kenneys Rd_08022023 ACCA Manual DJS.rh9 Thursday, August 3, 2023, 7:13 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service, ACCA Manual DJS 35 Tellar Dr,Islip Terrace,NY 11752 Pa e 3 Load Preview Re ort. Nei Rec ft. Sen Lai Nei San Ss Ss Ht Cy Ay Duc Scope To To /To Are Gai Gai Gai Loss g Siz CFM CFM CFM Building 3.55 4.10 1,123 4,601 36,881 5,663 42,545 65,487 2,200 2,200 2,200 System 1 1.36_ 1.56 1,576 2,465 14,078 2,246 16,324 31,904 1,000 1,00 1,000 12x1 Ventilation 132 307 439 988 15,1" 15 Zone 1 2,465 13,946 1,939 15,885 30,916 1,000 .00 1,000 12x1 1-Bed3 184 2,486 86 2,572 1,826 59 178 2- 2-Bath 57 298 0 298 130 4 21 21 1- 3-Bed 4 231 2,035 317 2,352 4,447 144� 146 2- 4-Bed 2 212 1,824 100 1,924 1,897 61'� 131 2- 7-Hall,Laundry,Loft 743 3,243 545 3,788 6,176 200, M 233 3- 12-Common Bath 71 588 154, 742 1,995 65M 42 1- 13-Study 968 3,472 737 4,209 14,445 467®2 249 3- System 2 2.19 2.53 843 2,136 22,803 3,417 26,220 33,583 1,200 i 20 1,200 12x1 Ventilation 307 716 1,024 2,304 35®3 35 Zone 1-Clg.:72%, Htg.:68% 1,549 19,654 2,150 21,804 21,255 815 89 896 10x1 5-Ktchen, Foyer,Dining 620 9,294 1,488 10,782 6,845 263 42 423 4-- 9-Mud 129 967 116 1,083 3,106 119®4 44 1- 10-Pwdr 39 351 29 380 598 23M 16 1- 11-Lau ndry 56 780 0 780 185 7� 36 1- 14-Great Room 705 8,263 517 8,780 10,521 404 37 376 4- Zone2-Clg.:28%, Htg.:32% 35 587 7,786 551 8,337 10,024 385� 5 8x1 6-MBed 357 5,783 386 6,169 6936 239NIM 2im 3- 8-MBath 231 2,003 165 2,168 3,788 145 91 91 1-- Sum of room airflows may be greater than system airflow because system has multiple zones. E:\...\1490 Kenneys Rd_08022023 ACCA Manual DJS.rh9 Thursday, August 3, 2023, 7:13 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service• _ ACCA Manual DJS 35 Tellar Dr,IslipTerrace,NY 11752 Pa e 4 Duct Size Preview Room or Source Minimu Maximu Rough Desig S Du Duc Htg Clg Act. Duct Reg Duct Name Veloci Velaci Factor U10 Loss Veloci Lengt Flow Flow Flow Size Size System 1 Supply Run_outs Zone 1 1-Bed 3 Built-In 0 750 0.01 0.1 453.9 59® 178 2--6 2-Bath Built-in 0 750 0.01 0.1 245.1 4® 21, 1--4 3 Bed 4 Built-In 0 750 0.01. 0.1 371.7 144M 146 2--6 4-Bed 2 Built-In 0 750. 0.01 0.1 333.1 61® 131 2--6 7-Hall,Laundry,Loft Built-In 0 750 0.01 0.1 394.8 200M 233 3--6 12-Common Bath Built-In 0 750 0.01 0.1 309 65M 42 1--5 13-Study Built-In 0 750 0.01 0.1 422.6 467® 249 3--6 Other Ducts in System 1 Supply Main Trunk Built In 0 900 0.003 0.1 800 11000� 1,000 12x15 System 2 Supply Runouts Zone 1 5-Kitchen, Foyer, Dining Built-In 0 750 0.01 0.1 539.2 263® 423. 4--6 9-Mud Built-In 0 750 0.01 0.1 323.1 119M 44 1--5• 10-Pv�dr Built-In 0 750 0.0.1 0.1 183.2 23® 16 1--4 11-Laundry Built-In 0 750 0.01' 0.1 260.6 TM 36 1--5 14-Great Room Built-In 0 750 0.01 0.1 479.4 404M 376 4--6 Zone 2 6-MBed Built-In 0 750 0.01 0.1 447.3 239M 263, 3--6 8-MBath Built-In 0 750 0.01 0.1 464.8 145M 91 1-4 Other Ducts in System 2 Supply Main Trunk Built-In 0 900 0.003 0.1 847.1 1,20 1,200 12x17 Summary System 1 Heating Flow: 1000 Cooling Flow: 1000 System 2 Heating Flow: 1200 Cooling Flow: 1200 E:\ ...\1490 Kenneys Rd_08022023 ACCA Manual DJS.rh9 Thursday, August 3, 2023, 7:13 AM Rhvac-Residential&Light Commercial HVAC Loads _ ■ Elite Software Development,Inc. Energy Rating Service, ACCA Manual DJS 35 Tellar Dr,Islip Terrace,NY 11752 Page 5 Total Building Summary Loads Component Areav, Sen,, Lat; Sign; Total Description Quan; Loss, Gain' Gain: Gain U:0.30, SHGC:0.30: Glazing-U:0.30, SHGC:0.30, U-value 779.1 14,022 0 11,667 11,667 0.3, SHGC 0.3 11 P: Door-Metal- Polyurethane Core, U-value 0.29 43 747 0 237 237 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 3465.4 14,137 0 2,453 2,453 cavity, no board insulation, siding finish,wood studs, U-value 0.068 r38: Roof/Ceiling-Roof Joists Between Roof Deck and 5479.7 10,522 0 1,752 1,752 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 open cell 1/2 lb. spray foam, 10.5 inches in 2 x' joist cavity, U-value 0.032 20P-19: Floor-Over open crawl space or garage, Passive, 967.6 2,903 0 145 145 R-19 blanket insulation, any cover, U-value 0.05 19C1-19csp: Floor-Over enclosed crawl space, R-11 2136.1 2,192 0 294 294 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-19 closed cell 2 lb. spray foam, 3 inches-in 2 x 10 joist cavity, U-value 0'.05 Subtotals for structure: 44,523 0 16,548 16,548 People: 6 1,200 1,380 2,580 Equipment: 683 14,988 15,671 Lighting: 640 2,1.82 2,182 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 268, Summer CFM: 135 17,672 2,757 1,183 3,940 Ventilation:Winter CFM:50,.Summer CFM: 50 3,292 1,023 439 1,462 AED Excursion: 0 0 161 161 Total Building Load Totals: 65,487 5,663 36,881 42,545 Check Figures Total Building Supply CFM: 2,200 CFM Per Square ft.: 0.478 Square ft. of Room Area: 4,601 Square ft. Per Ton: 1,123 Volume (ft3): 58,849 FB-LdIding Loads Total Heating Required Including Ventilation Air: 65,487 Btuh 65.487 MBH Total Sensible Gain: 36,881 Btuh 87 % Total Latent Gain: 5,663 Btuh 13 % Total Cooling Required Including Ventilation Air: 42,545 Btuh 3.55 Tons (Based On Sensible+ Latent) 4.10 Tons (Based On 75%Sensible Capacity) 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. r E:\ ...\1490 Kenneys Rd_08022023 ACCA Manual DJS.rh9 Thursday, August 3, 2023, 7:13 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACdA'Manual DJS 35 Tellar Dr,Islip Terrace,NY 11752 Page 6 E ui merit Data - System 1 - 2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1630AJ1/RCF3617STA Indoor Model: RA1630AJ1/RCF3617STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 30,000 Adjusted Capacity: 30000 Adjusted Sensible Capacity: 22200 Adjusted Latent Capacity: 7800 Efficiency: 14.5 SEER Heating System Type: Natural Gas Boiler Model: HYDR COIL IN AIR HANDLER Manufacturer: WEIL MCLAIN Capacity: 60,000 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: 14,078 Btuh, Lat. gain: 2,246 Btuh, Sen. loss: 31,904 Btuh, Entering clg. coil DB: 75.1 F, Entering clg. coil WB: 62.6F, Entering htg. coil DB: 69.1 F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 635 CFM, Req. htg. airflow: 402 CFM E:\ ...\1490 Kenneys Rd_08022023 ACCA Manual DJS.rh9 Thursday, August 3, 2023, 7:13 AM Rhvac-Residential&Light Commercial HVAC Loads Elite.Software Development,Inc. Energy Rating Service ACCA Manual DJS 35 Tellar Dr,Islip Terrace,NY 11752 Page 7 E ui ment Data - System 2 - 1st Floor Main Cooling System Type: Standard Air Conditioner Outdoor Model: RA1636AJ1/RCF3617STA Indoor Model: RA1636AJ1/RCF3617STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 36,000 Adjusted Capacity: 36000 Adjusted Sensible Capacity: 25000 Adjusted Latent Capacity: 11000 Efficiency: 14.5 SEER Heating System Type: Propane Furnace Model: R96VA702317 Manufacturer: RHEEM Capacity: 60,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB': 70F, Sen. gain: 22,803 Btuh, Lat. gain: 3,417 Btuh, Sen. loss:33,583 Btuh, Entering clg. coil DB: 75.2F, Entering clg. coil WB: 62.8F, Entering htg. coil DB: 68.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1025 CFM, Req. htg. airflow:407 CFM E:\ ...\1490 Kenneys Rd_08022023 ACCA Manual DJS.rh9 Thursday, August 3, 2023, 7:13 AM Rhvac-Residential,&Light Commercial HVAC Loads. _ _ -„, Elite Software Development,Inc., Energy Rating Service dCCA Manual DJS 35 Tellar Dr,Islip Terrace,NY 11752 Page 8 Manual S Performance Data - $ stem 1. - 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 89 Sensible Gain: 14.078 Outdoor Wet Bulb: 71 Latent Gain: 2.246 Indoor Dry Bulb: 75 Total Gain: 16.324 Indoor RH: 50 Load SHR: 0.86 Supply Airflow: 1,000 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.7 Heating: - Outdoor Dry Bulb: 10 Sensible Loss: 31.904 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.1 Indoor RH: 30 Supply Airflow: 1,000 Equipment 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: RA1 630AJ 1/RCF3617STA, Indoor Model: RA1630AJ 1/RCF3617STA Nominal Capacity:30.000, Manufacturer: RHEEM Entered Interpolation Data: EDB EWB Air Flow ODB Total Power i 75.2,OF OF CFM OF Capacity Input Sensible MBtuh kW S/T Capacity MBtuh 62. 10001 891 30 2.22 0.74 22. Interpolation Results: Percent Load of Load Sensible Capacity: 22.200 14.078 158% Latent Capacity: 7.800 2.246 347% Total Capacity: 30.000 16.324 184% Power Input: 2.22 Heating: Model Type: Natural Gas Boiler, Model: HYDR COIL IN AIR HANDLER, Nominal Capacity: 60.000, Manufacturer:WEIL MCLAIN Results: Percent Load of Load Heating Capacity: 60.000 31.904 188% E:\...\1490 Kenneys Rd_08022023 ACCA Manual DJS.rh9 Thursday, August 3, 2023, 7:13 AM Rhvac-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS 35 Tellar Dr, Islip Terrace,NY 11752 Pa ge 9 Manual S Performance Data _System 2 - 4st Floor Main Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 22.803 Outdoor Wet Bulb: 71 Latent Gain: 3.417 Indoor Dry Bulb: 75 Total Gain: 26.220 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 1,200 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.8 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 33.583 Indoor Dry.Bulb: 70 Entering Dry Bulb: 68.3 Indoor RH: 30 Supply Airflow: 1,200 Equipment 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: RA1 636AJ 1/RCF3617STA, Indoor Model: RA1636AJ 1/RCF3617STA Nominal Capacity:36.000, Manufacturer: RHEEM Entered Interpolation Data: } EDB 0 DB Total Power 75.2 F EWB Air Flow O Capacity Input OF CFM OF apy pu [�Sensible MBtuh kW S/T pacityBtuh 62.01 1200,1 831 36 3.2 0.694 25 Interpolation Results: Percent Load of Load Sensible Capacity: 25.000 22.803 110% Latent Capacity: 11.000 3.417 322% Total Capacity: 36.000 26.220 137% Power Input: 3.20 Heating: Model Type: Propane Furnace, Model: R96VA702317, Nominal Capacity: 60.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 60.000 33.583 179% E:\...\1490 Kenneys Rd_08022023 ACCA Manual DJS.rh9 Thursday, August 3, 2023, 7:13 AM ENERGY PROW 80 Exhaust Fan Imm r,ae5oe Description •,asaw •ea:,nrm.,sror •],v.mmn Application �.� ��\ � r ^e p�mmmnaawaa•��.i+�Yre,nwv,.mn.evaa.var,m-.ovaY wmdY��e ixn wrnre m,mn aaz Model eomaw.momrrea6a.]m..>.uwdaft—d,nruvaxdu�raaauna.,µaa d nureo,rm�w,md..w,n,m>�k.o�nmdr,�arro,n,>.aeeesnaa arc,zn pd,n 6 piorCm.e,m nU>ayv F.+]roa Manin�suinp W¢Y.�o OR APPROVED SIMILAR MODEL OR APPROVED SIMILAR MODEL PRO7e Aces.,Humidity Sensor f" fantech° hem�:WSW ' '' acrnew�trcnyer Descriptlon ibG]mra mvauSnaaXC:.a�nm6y ammrC3n=Ja+6,atW�adnmm�a lmcr 11 abmu'el ncTa,e]u WmynlWnvd.YabsearmaSsa�emtmt 5�esven]aem �! mr-aR1:tnnmErywcnr7mcd�rb ineetrray.tmem�ac�mnuxaeapn � � a.,vaa�aa.ida d7.asasmmmveedaYrn,eymceCu]anacem.mwx ec,e,rdrpaaao im-aaa,mrubara marm. t �^•Suodv SucdY con y n r + Sua~nly -► t CONTRACTOR: PRINTOUT THIS FORM, ATTACH TO FRAMING ON JOBSITE FOR DIRECTIONS TO i SUB CONTRACTORS HERS D3 IAQ INDOOR AIR QUALITY-VENTILATION ' G J 0 th H O (2020 Energy Cat rat Goa clan CadeofN vYork Rate) R9 A Madrid vamlaom,T Bwklay aM dwelling.4s"I be provided wM vaetla0 Mat 0 corn th the MuirorooAa of the Redide,41al Code of,York SWe or M approved maee of ven,.n.Outdoor air NtA—d a Taustc sha0 have automate or gmwty dampers Mat ante when the .em m.ayetem 5 notopere0ng. ul` M anlol VenUW.R"a(CFM x 29hm) r O.OMICFM x CFA+7.5 1 z(a of B tlrmana+l Nethanfeal VenBWtim Reoutred B2 OFM \ \ Z R403. dwelt dWpl.alven0latlan \\\\ W fan Fans us�trr pndN vehdelhwm \,�\•\\�\�\\\\\ \\~\\ \ Z manwol.enmaeon shell meet Me e(draoy \ �. \ \\\`� \ \I•GrP,at ROon requkvnmtsd Table R903.fi.1 \\\�`r \Kfehen,FOyegD�ning• \\`\,\� una MRV,ERV 1.1 dm/watt mine sup ply a exhauA fan 2.8 dm/watt , \�\�� Other aMau4 fen U lf,d m(Uader 90 dm) \\\\ \� \\ \\ �. Q1 oMer etlrmut fool 3s oWv=(Over 90 dm) 2.2drrUvratt Z \Mu• , \\�\ \\\����\� 8 z �� W a a n572845)�c — BFA9 RRTFA: MA7rwAx0 :of-N 0Are:0efoxfe0n ,�iaTr _� 1ST FLOOR q M2 SCALE:1/16"=1'-0" r ` G ..r .Worth O 1— O (2020 Energy C—ennion foe otlfn Code of New York State) R903.6 MeduNd ventiaom,The BuildOg and d.WM unas sha0 be pr0.ded w -Wt..that oomp0es with the drem re0 of the ResidentW Code of New York State a w other apprmtd means of / senWed.. Outdoor ad,Intakes and edwu4s s Mhaw: autanadc or 9—Y dampers that dose when the le Wtbn system rs not of—ung. Meo!MW Vmdwtbn Rate(CM x 2Ghrs) r 0.016M x CFA+7.SO+1 a(i of Bedrooms+1) Mechanical ren.a.-Rmo-82 CFM Z Z Rs03.6.1 Wholefkxy.F-tt dWpmffx le while-on system ranemeary,rans:ocattproddethe a cy W merhaNal 1er,en—shag meet the elRotY re9ulremen6o/Tade R903.41 MRV,ERV 1.2 odm/watt r O h,Um supply or edwust Ian 2.8 dm/watt Other a tul fen 2.1 CnVV"'o(under 90 dn.) C1 Oder adm�>st ran 3.5 odmlwam(0.,90 dm) rl uj � FAV/HRV' O 1.2 dm/wait H 6 k5" h z �r w a =.if 52672865), izz C REURATER: MAn WN 12 RmtTmunoN 2ND FLOOR "ow` M3 SCALE:1n6"=l'-O" Home Energy Rating Certificate Rating Date:2023-08-03 EN(,I�PsY� ann arrce Projected Report Registry ID: rf Based on Plans Ekotrope ID: LMkM61yv HERSO • - • - Savings Your home's HERS score is a relative 1490 Kenneys Rd performance score.The lower the number, Southold, 56learn the more energy efficient the home.To $ 1 ,776 Builder: Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtul Annual Cost criteria of the following: Heating 116.0 $697 2016 New York ECCC Cooling 4.5 $176 2020 New York ECCC Hot Water 14.5 $68 2015 International Energy Conservation Code Lights/Appliances 30.3 $1,085 2009 International Energy Conservation Code Service Charges $169 2006 International Energy Conservation Code Generation(e.g.Solar) 0.0 $0 Total: 165.3 $2,195 Home Feature Summary: Rating Completed by: H•r•woy Home Type: Single family detached Model: custom home Energy Rater.Matt Wahl .so RESNET ID:2572845 Wscinp, ra Community: n/a Homes rro Conditioned Floor Area: 4,496 ft' Rating company:Energy Rating Service Inc 10 Number of Bedrooms: 4 35Tellar Dr,15lip Terrace,NY 11752 10 631-566-8439 Reference 100 Primary Heating System: furnace•Propane•96.6 AFUE Home w Primary Cooling System: Air Conditioner•Electric•15 SEER Rating Provider:Building Efficiency Resources so Primary Water Heating: Residential Water Heater•Propane•0.72 LIEF PO Box 1769 Brevard,NC 28712 ro House Tightness: 3ACH50 800-399-9620 •ems 65 CFM,65 CFM•22.75 Watts(Default),22.75 Watts so Ventilation: This Rome (Default)•Exhaust OnlyExhaustOnly to • „••e.,aYIF Duct Leakage to outside. 25 CFM @ 25Pa(1.05/100 ft') 30 Above Grade Walls: R-1820 ,• Ceiling: Vaulted Roof,R-38 ZM Home • Window Type: U-Value.,03,SHGC:0.28 FouWindow Type: N/A Matt Wahl,Certified Energy Rater Digitally signed:8/3/23 at 735 AM •munsar Framed Floor. R-20 Ekotrope RATER-Version:4.0.13212 reportC ekotrope lbe Energy Rating Disclosure for this home is available from the Approved Rating Provider. Energy savings calculated without modifications to the energy model.(As Modeled) This •- RESNET HOME ENERGY ENR�rentice n� RATING Standard Disclosure For home(s) located at: 1490 Kenneys Rd, Southold, NY Check the applicable disclosure(s): W1.The Rater or the Rater's employer is receiving a fee for providing the rating on this home. W12. In addition to the rating, the Rater or the Rater's employer has also provided the following consulting services for this home: MIA. [Mechanical system design RIB. Moisture control or indoor air quality consulting WIC. 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: L]A. The seller of this home or their agent L3 B. The mortgagor for some portion of the financed payments on this home LIC.An employee, contractor, or consultant of the electric and/or natural gas utility serving this home 4.The Rater or Raters 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 Rater Employer Rater Employer Thermal insulation systems Rater WEmployer Rater JqEmployer Air sealing of envelope or duct systems RTRater PlEmployer WIRater WjEmployer Energy efficient appliances LiRater ElEmployer URater Employer Construction (builder,developer, construction contractor,etc) Rater Employer Rater Employer Other(specify): lmwahl DRater ElEmployer DRater UEmployer []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: A*W Organization: Energy Rating Service Inc Digitally signed: 8/3/23 at 7:35 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 New York ECCC 2020 Performance Compliance Property Organization Inspection Status �� a11n�rervtte 1490 Kenneys Rd Energy Rating Service Inc Results are projected Southold, NY 11971 Matt Wahl Model:custom home 631-566-8439 Community: n/a Builder R1401-1-149OKENNEYS-MJW Roberts Premier 1490 Kenneys Rd,Southold Development This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating $3,820 $4,446 Cooling $273 $251 Water Heating $634 $634 Mechanical Ventilation $46 $53 SubTotal -Used to determine compliance $4,773 $5,384 Lights&Appliances w/out Ventilation $1,467 $1,467 Onsite generation $0 $0 Total $6,240--- - $6,851 R405.3 Source Energy Exception:The proposed home uses 19 MBtu MORE source energy than the reference home. Requirements A R405.3 Performance-based compliance fails by 11.9% The projected energy bill exceeds that of the New York ECCC 2020 Performance reference house by S611.01(19.0 M13tu). . ® 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 Area-weighted average fenestration SHGC is 0.28.The maximum allowed value is [Igo Limit]. ® R402.5 Area-weighted average fenestration U-Factor ® R404.1 Lighting Equipment At least 90.0°%of fixtures shall be high-efficacy lamps,currently 100.0%are high- efficacy. R403.6.1 Mechanical Ventilation Efficacy ® R403.3.3 Duct Testing ® Mandatory Checklist Mandatory code requirements that are not New York 2020 Mandatory Requirements must be checked as complete. checked by Ekotrope must be met. ® R403.6 Mechanical Ventilation Rate ® R405.2 Duct Insulation All ducts outside the thermal envelope must be insulated to at least R6.0. Design fails to meet the performance requirement for New York ECCC 2020 Performance compliance by 11.9%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,1 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 above has been inspected/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 ch b other party. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 8/3/23 at 7:35 AM Ekotrope RATER-Version 4.0.1.3212 New York ECCC 2020 Performance 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. Ekotrope disclaims all liability for the information shown on this report. New York ECCC 2020 UA Compliance Property Organization Inspection Status CII1�YQ5enwe 1490 Kenneys Rd Energy Rating Service Inc Results are projected Southold, NY 11971 Matt Wahl Model:custom home 631-566-8439 Community: n/a Builder R1401-1-149OKENNEYS-MJW Roberts Premier 1490 Kenneys 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 108.6 119.1 Above-Grade Walls 251.1 271.4 Windows, Doors and Skylights 329.3 313.1 Slab Floor: 0.0 0.0 Framed Floors 144.9 157.1 Foundation Walls 0.0 0.0 Rim Joists 7.0 6.3 Overall UA(Design must be equal or lower): 840.9 867.0 Requirements ® R402.1.5 Total UA alternative compliance fails by 3.1%. Specified envelope UA is 867 BTU I hF.This exceeds the maximum of 841 BTU I hF by 3.1%, ® 402.3.2 Average SHGC:0.28 Max SHGC:0.40 Average SHGC of 0.28 is greater than the maximum of 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. 'l R402.5 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.28.The maximum allowed value is [No Limit]. ® R402.5 Area-weighted average fenestration U-Factor ® R404.1 Lighting Equipment At least 90.0%of fixtures shall be high-efficacy lamps,currently 100.0%are high- efficacy. ® R403.6.1 Mechanical Ventilation Efficacy ® Mandatory Checklist Mandatory code requirements that are not New York 2020 Mandatory Requirements must be checked as complete. checked by Ekotrope must be met. ® R403.6 Mechanical Ventilation Rate ® R403.3.4 Duct Leakage Testing R403.5.3 Hot water pipe insulation Hot water pipes at least 314 in diameter must be insulated to R-3 at minimum. Design fails to meet the requirement for New York ECCC 2020 Prescriptive compliance by 3.1%. Name: Matt Wahl Signature: A*d Organization: Energy Rating Service Inc Digitally signed: 8/3/23 at 7:35 AM Ekotrope RATER-Version 4.0.1.3212 New 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. Ekotrope disclaims all liability for the Information shown on this report. New York 2020 ECCC Compliance Report (ERI Pathway) Projected Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Roberts Premier Development Company:Energy Rating Service Inc Projected Rating Address: Phone:631-566-8439 Rating No: 1490 Kenneys Rd, Southold, NY 11971 Rater:Matt Wahl Date Rated:2023-08-03 Rater ID (RTIN):2572845 Esfimated Annual Energy • • • Rated Home Calculated Energy Use Rated Home Cost($/yr) (MBtu) Heating 116.0 $697 Cooling 4.5 $176 Water Heating 14.5 $68 Lights&Appliances 30.3 $1,085 Photovoltaics 0.0 $0 Service charge - $169 Total I 165.3 I $2,195 `Based on standard operating conddions ERI with PV:60 ERI without PV:60 Annual Estimates Electric(kWh):10,567.0 CO2 Emissions(Tons):13.5 Natural Gas(Therms):0.0 ILIDEM Emrom- • - • • • PASS This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report (ERI Pathway)for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope. Mandatory requirements are summarized on the 2nd page of this report, some of which are not verifie y E�gtrope. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc 1 Digitally signed: 8/3/23 at 7:35 AM Ratilng Provider D. • Seaf thoRTGAC, Company:Building Efficiency Resources Address:PO Box 1769 Brevard NC 28712 z p` Phone#:800-399-9620 �, NI.ys98-146 Fax#:877-399-1361 CRFnrrw�t_��Y To determine if a provider is properly accredited go to:www.resnet.usiprofessional/programs/search_directory (Projected. Confirmation required.) -------- ClimateZone,4 Mandatory - • Provision Number Topic Compliance Decision 2010 ECCCNYS Table Building thermal envelope minimum insulation levels and PASS 402.1.1 or 402.1.3 maximum fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R402.4.1.2 Envelope air leakage maximum leakage rate PASS R402.4.1 /Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 R402.4.4 Rooms containing fuel-buming appliances PASS* R402.5 Maximum fenestration U-factor and SHGC (U-Factor)PASS (SHGC) PASS R403.1.2 Heat pump controls PASS* R406.2 Ducts outside of conditioned space to be insulated to a minimum PASS* of R-6. R403.3.2 Duct sealing on all ducts PASS* R403.3.3 Duct testing for ducts in unconditioned space PASS R403.3.5 Building cavities not used as ducts. PASS* R403.5.1 Heated water circulation and temperature maintenance systems PASS* comply R403.5.3 Hot water pipe insulated to R-3 PASS R403.6 Mechanical ventilation meeting the requirements of the IRC or PASS* IMC.Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for permit systems. R403.8 Systems serving multiple dwelling units to meet the mechanical PASS* requirements of IECC commercial code R403.9 Snow melt and ice system controls installed where applicable PASS* R403.10 Pools and permanent spa energy consumption meet PASS* requirements for heaters,time clocks and covers R403.11 Portable spas meet the requirements ofAPSP-14. PASS* R404.1 High efficacy lights installed in 90%of permanently installed PASS fixtures. *This is a projected rating.These items must eventually be field-verified by the Rater,Field Inspector, Code Inspector,or Builder. Ekotrope RATER-Version 4.0.1.3212 New York ECCC 2020 ERI compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the Information shown on this report. 1490 .Kenneys Rd Southold, NY 11971 i 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. CERTIFIEDTHIS HOME IS . . - .1 2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-18 Duct Leakage to Outside 25 CFM @ 25Pa(1.05/100 ftz) Foundation Walls N/A Total Duct Leakage 25 CFM @ 25Pa(Post-Construction) Framed Floor R-20 Heating Furnace•Propane•96.6AFUE Slab N/A Cooling Air Conditioner•Electric-15 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater•Propane•0.72 UEF Window U-Value:0.3,SHGC:0.28 As 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created to accordance with me requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.It 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 above has been Inspecteciftested 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 party 1 Name: Matt Wahl Signature: j Organization: Energy Rating Service Inc Digitally signed: 8/3/23 at 7:35 AM Ekotrope RATER-Version 4.0.1.3212 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER•s energy and code compliance algorithm,Including appropriate amendments. Ekotrope RATER Is a RESNET Accredited HERS Rating Tool.A0 results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the Information shown on this report. Air Leakage Report A� Property Organization Inspection Status ENP reiAce 1490 Kenneys Rd Energy Rating Service Inc Results are projected taltn� Southold, NY 11971 Matt Wahl Model:custom home 631-566-8439 Community: n/a Builder R1401-1-1490KENNEYS-MJW Roberts Premier 1490 Kenneys Rd, Southold Development General Information Conditioned Floor Area [ftJ 4,496 Infiltration Volume[fts] 51,068 Number of Bedrooms 4 Air Leakage Measured Infiltration 3 ACH50 ACH50(Calculated) 3.00 ELA[sq. in.](Calculated) 140.09 ELA per 100 s.f. Shell Area(Calculated) 1.110 CFM50 (Calculated) 12,553 CFM50/s.f.Shell Area (Calculated) 10.202 Duct Leakage System 1 System 2 Leakage to Outdoors 25 CFM @ 25Pa 25 CFM @ 25Pa (1.05/ 100 ftZ) (1.18/100 ftZ) Total Leakage Test Type Post-Construction Post-Construction Total Leakage [CFM @ 25 Pa] 25.0 125.0 Total Leakage [CFM25/100 s.f.] 1.1 1.2 Total Leakage [CFM25/CFA] 0.011 10.012 Mechanical Ventilation Rate[CFM] 65 CFM,65 CFM Hours per day 18.0, 18.0 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] 48.8 CFM,48.8 CFM 2010 ASHRAE 62.2 Req.Cont.Ventilation 82.5 2013 ASHRAE 62.2 Req.Cont.Ventilation 64.2 Ekotrope RATER-Version 4.0.1.3212 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Building Summary ENP Property Organization Inspection Status taRgre4e 1490 Kenneys Rd Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-M9 Community:n1a Builder R1401-1-149OKENNEYS-MJW Roberts Premier Development 1490 Kenneys Rd,Southold W. B'di I d in f M ii General W Number Of Bedrooms 4 Number Of Floors 2 Conditioned Floor Area[sq.ft.] 4,496 Has Electric Vehicle Ready Space No Unconditioned,attached garage? No Conditioned Volume[cu.ft.] 51,068 Total Units in Building I Residence Type Single family detached Number of Floors in Building Floor Number Model custom home Community n1a RESNET/1ECC 2006-2018 Climate Zone 4A IECC 2021 Climate Zone 4A None Present None Present 15 None Present 4 None Present Name Library Type Carpet R Floor Grade Surface Area Location Basement Ceiling R23,RW2,10-16 eko 0 Above Grade 2,120.0112 Insulated Unconditioned Basement garage ceiling R1 9,FG2,10-16 eko 0 Above Grade 963.0 02 Exposed Exterior 1 Building Summary Property Organization Inspection Status EN t,QB11II(JreiACC 1490 Kenneys Rd Energy Rating Service Inc Results are projected �/ ,Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:nta Builder R1401-1-1490KENNEYS-MJW Roberts Premier Development 1490 Kenneys Rd,Southold Framed Floor Libras Iist ,}� r=' _ ++� Name Effective R-value R19,FG2,10-16 eko 19.263 R23,RW2,10-16 eko 19.787 Rim Joist `'����,� "•",' :� ��� �.Rp. �.�� f,��,�,: w�.. - - , =, Name Library type Surface Area Location 1-amb T u R 19.0 151.0 ft' Exposed Exterior Rim Joist Libra List Name Effective Insulation R-value R 19.0 19.00 Vi Wall � � F r Name Library Type Surface Color Surface Area Location exterior walls 1 R19,FG2,6-16 eko Medium 1,899.0 ftz Exposed Exterior exterior walls 2 R19,FG2,6-16 eko Medium 2,208.0 ft' Exposed Exterior gable walls R20,LDF1,6-16 eko Medium 480.0 ft2 Exposed Exterior garage common walls R19,FG2,6-16 GCW eko Medium 387.0 ft2 Unconditioned,attached garage stairwell walls R15,FG2,4-16 GCW eko Medium 240.0 ftz Insulated Unconditioned Basement 2 Building Summary FUyProperty Organization � Inspection Status tGl7R e?IUPLC 1490 Kenneys Rd Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:nla Builder R1401-1-1490KENNEYS-MJW Roberts Premier Development 1490 Kenneys Rd,Southold 1NaliLibra List: r;: '� Name Effective R-value R15,FG2,4-16 GCW eko 11.65 R19,FG2,6-16 GCW eko 14.55 R19,FG2,6-16 eko 15.559 R20,LDF1,6-16 eko 17.862 20 Glaa�ngA 'k l", 101 , µ4 yr 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 2 Yes 0 0 8 West 84.0 ftz SHGC:0.28 Unnamed Glazing 1-1:0.30, exterior walls 2 Yes 2 1 6 West 20.0 ftz SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 1 Yes 0 0 0 West 42.0 ftz SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 1 Yes 8 0 3 West 8.0 ftz SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 1 Yes 8 0 6 West 89.0 ftz SHGC:028 Unnamed Glazing U:0.30, exterior walls 2 Yes 0 0 8 East 40.0 ftz SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 2 Yes 2 1 4 East 56.0 ftz SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 1 Yes 0 0 0 East 72.0 ftz SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 1 Yes 8 0 4 East 69.0 ftz SHGC:028 Unnamed Glazing U:0.30, exteriorwalis 1 Yes 8 0 6 East 28.0 ftz SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 2 Yes 2 0 6 North 36.0 ftz SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 1 Yes 0 0 0 North 43.0 ftz SHGC:028 Unnamed Glazing U:0.30, exterior walls 1 Yes 6 0 7 North 21.0 ftz SHGC:0.28 Unnamed Glazing U:0.30, exteriorwalls 1 Yes 6 0 7 North 44.0112 SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 2 Yes 0 0 0 South 89.0 ftz SHGC:028 Unnamed Glazing U:0.30, exterior walls 1 Yes 0 0 6.3 South 89.0 ftz SHGC:028 Unnamed Glazing U:0.30, exterior walls 2 Yes 2 1 4 West 39.0 ftz SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 1 Yes 8 0 8 West 72.0 ftz SHGC:0.28 3 Building Summary EN Property Organization Inspection Status Wtp��rWce 1490 Kenneys Rd Energy Rating Service Inc Results are projected Southold.NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:nla Builder R1401-1-1490KENNEYS-MJW Roberts Premier Development 1490 Kenneys Rd,Southold Name Library Type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wail Depth Top Bottom Assignment Unnamed Glazing U:0.30, exterior walls 1 Yes 8 0 5 East 27.0 ft' SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 1 Yes 13 0 8 South 21.0 ft' SHGC:0.28 Glaiin"g ~Library Listxr Name t Shgc U-factor U:0.30,SHGC:0.28 0.28 0.300 7 "4% r > „ None Present S right Libra~ „ :.:. :: None Present •i, LL�'' i3.A�.,.:.`(«:3. gip..�. Name Library type Wall Assignment Foundation Wall + Emittance Solar Surface Color Surface Area Location Assignment Absorptance Unnamed Opaque Door 1-3/8 Wd solid stairwell walls 0.9 0.75 Medium 19.0,t' Insulated -Copy core Unconditioned Basement Unnamed Opaque Door R5 steel insul garage common 0.9 0.75 Medium 21.0 ft' Unconditioned, -Copy-Copy walls attached garage Name Effective U-factor 1-3/8 Wd solid care 0.588 R5 steel insul 0.250 4 Building Summary ENWaVProperty Organization Inspection Status ervlte 1490 Kenneys Rd Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n!a Builder R1401-1-1490KENNEYS-MJW Roberts Premier Development 1490 Kenneys Rd,Southold 7 .�: .�i eft: w �t.'.�,,:tirr- -�• yi.3uir•pp: .. Roof Insulation " Name Library Type Attic Exterior Area[ft°] Clay or Concrete Roof Surface Color Surface Area Location Tiles Roof Rafters R38,LDF1,8-16s eko 4,176 No Medium 4,176.0 flz Vaulted Roof Roof Insulat�0-111uwi C� r8 ;'+3��;zt'i4�:.^.,,4�R'•...yt.•;°fix+ f+',�`:'+r :; '.a,r;K,u>`^ ...t. �p�: +.�..._,.., .:, ,;.' ,'�• ,.r�. "... .,m.��.„ Name Has Radiant Barrier Effective R-Value R38,LDF1,8-16s eko No 35.054 NELMouse Infiltration Measurement type Shelter Class 3ACH at 50 Pa^ Blower-door tested 4 ' Mechanicall/enfiilation �, � ,; :'�°+��; �i .+4 Ventilation Type Ventilation Rate[fN Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer I Minute] per day three hours Percent Exhaust Onlyy 65.CFM 18 22.75 Watts(Default) Yes 0 Exhaust Only 65 CFM 18 22.75 Watts(Default) Yes 0 LIghfitt :5 _ p y .`W n:.^ �w..�..•.t'a,.c^� Y?'t''.,r l..en.'.Jyw.. .y "�'.:,. .! ..<';,.(;A,:.:,t.". :;w".i:.. , ' %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent °la Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 - _*�}`�'ko °�d+.. ��, =A1ienerat]on. None Present Building Summary #�fProperty organization Inspection Status EN lllervdCe 1490 Kenneys Rd Energy Rating Service Inc Results are projected Southold.NY 11971 Matt Wahl Model:custom home 631-566-M9 Community:nta Builder R1401-1-149OKENNEYS-MJW Roberts Premier Development 1490 Kenneys Rd,Southold Onsite Generation Library:Lisfi.. None Present =S.o1ar,�Generation�-- .. - None Present Dehumdfer: �°� • None Present Deh,umitlifier;Litirary:L1sfi None Present -Wl`oleH,ouse Fan + None Present Wl�ole�House''FanaLibrary,List None Present ' 6 Building Summary EN Property Organization Inspection status PaRgretAce 1490 Kenneys Rd Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1401-1-1490KENNEYS-MJW Roberts Premier Development 1490 Kenneys Rd,Southold Conditioi in ,;E4ut ent Name Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load Cooling 1st Floor ACC,23.2K,14.3 SEER 0% 50% 0% Conditioned Space Cooling 2nd Floor ACC,18K,15 SEER 0% 50% 0% Conditioned Space Heating 1st Floor Prop Fum,43k,96.6% 50% 0% 0% Conditioned Space Heating 2nd Floor Prop Fum,43k,96.6% 50% 0% 0% Conditioned Space Water Heating Prop,ST,50 gal, 0% 0% 100% Unconditioned .72UEF,.60 Basement!Crawlspace 'Equipment Type: ACC: 18K,�.15 SEER . Equipment Type Air Conditioner Fuel Type Electric Distribution Type Forced Air Motor Type ECM(Variable Speed) Heat Pump System Type Unspecified Cooling Efficiency 15 SEER Cooling Capacity[kBtulh] 18 Equipment>Zypp,;,ACC;,23.2K, 14.3 SEER Equipment Type Air Conditioner Fuel Type Electric Distribution Type Forced Air Motor Type PSC(Single Speed) Heat Pump System Type Unspecified Cooling Efficiency 14.3 SEER Cooling Capacity[kBtulh] 23.2 'Eq,uipment 'ypa Prop Furn, 43k, 96.6% Equipment Type Furnace Fuel Type Propane Distribution Type Forced Air Motor Type ECM(Variable Speed) Heating Efficiency 96.6AFUE Beating Capacity[kBtu/h] 43 Use default EAE No EAE[kWh] 341 7 Building Summary Property Organization Inspection Status EMWagreike 1490 Kenneys Rd Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-568-8439 Community:n/a Builder R1401-1-149OKENNEYS-MJW Roberts Premier Development 1490 Kenneys Rd,Southold Equ di it sType .Prop; ST, 50 gal, .72UEF, .00 Equipment Type Residential Water Heater Fuel Type Propane Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.72 UEF Tank Capacity(gal.) 50 Hot Water Capacity[kBtu/h] 40 Recovery Efficiency 0.80 fDistrif;ution'tSystein Distribution Type Forced Air Heating Equipment Heating 2nd Floor Cooling Equipment Cooling 2nd Floor Sq.Feet Served 2,376 #Return On-lies 1 Supply Duct R Value 8 Return Duct R Value 8 Supply Duct Area[fig 641.52 Return Duct Area If q 118.8 Leakage to Outdoors_ 25 CFM @ 25Pa(1.05110012) Total Leakage 25 CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct 1 DuctLocation 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_Retu_m Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 -Duct Location Cond_it_ioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 8 Building Summary Property Organization Inspection Status Qt#��Uce 1490 Kenneys Rd Energy Racing Service Inc Results are projected Southold.NY 11971 Matt Wahl Model:custom home 631-666-8439 Community:n/a Builder R1401-1-149OKENNEYS-MJW Roberts Premier Development 1490 Kenneys Rd,Southold DistritiutionSystem Distribution Type Forced Air Heating Equipment Heating 1st Floor Cooling Equipment Cooling 1st Floor Sq.Feet Served 2,120 4 Return Grilles 1 Supply Duct R Value 8 Return Duct R Value 8 Supply Duct Area[119 572"4 Return Dud Area[ft2) _ 106 Leakage to Outdoors 25 CFM @ 25Pa(1.181100 ft2) 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 Dud 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 Dud 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;Gaiina` " HVAC Grading Not Conducted UlingFanA r Has Ceiling Fan No Cfm Per Waft 100 9 Building Summary Fe� Property organization Inspection status Q1111(J L'N1GB 1490 Kenneys Rd Energy Rating Service Inc Results are projected ��J Southold,NY 11971 Matt Wahl Model:custom home 631-666-8439 Community:n/a Builder R1401-1-149OKENNEYS-MJW Roberts Premier Development 1490 Kenneys Rd,Southold Water Fixture Type Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length[ff] 85 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Recirculation System Pipe Loop Length[ft] 30 Drain Water Heat Recovery? No ClothesDryer rt Cef 3.84 Fuel Type Electric Field 0 ilization Moisture Sensing Is Outside Conditioned Space No Clothes DryerAvailable Yes Defaults Type Custom r Wastaer�; Label Energy Rating 400 kWh/Year Annual Gas Cost $27.00 Electric Rate S0.12/kWh Gas Rate 51.09ffherm 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 RT Dishwasher Efficiency 235 kWh Dishwasher Size Standard Annual-Gas-Cost S33.00 Electric Rate_ S0.13/kWh Gas Rate S1.05/Thetm Is Outside Conditioned Space No 10 Building Summary ETVV�eAwe Property Organization Inspection Status 1490 Kenneys Rd Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1401-1-149OKENNEYS-MJW Roberts Premier Development 1490 Kenneys Rd,Southold Appl�ances `an'M+ont�olss - Thermostat Cooling Setpoint x *"75.0 Thermostat Heating Setpoint ....70.0 Range/Oven Fuel Propane Convection Oven? Yes In Range? No Range/Oven Outside Conditioned Space? No Refrigerator Consumption 656 kWhlYear Refrigerator Outside Conditioned Space? No M91, W40 MJW 08/03/2023 1490 KENNEYS RD HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX,2020 NY ECCC -PROPANE,ELECTRIC -10:12,11:12 PITCH 4 BEDROOMS -2 STORY -FRONT FACES SOUTH -MECH ROOM HOUSES HOT WATER,1 AIR HANDLER,1 AC COIL,1 FURNACE -BASEMENT HOUSES 1 AIR HANDLER,1 AC COIL,1 FURNACE -RETURN GRILLS 2 -INDOOR AIR QUALITY:2 BATH FAN 82 CFM X24HRS -SOLAR P\t N/A 11 Builder Affidavit EnryProperty Organization Inspection Status aftn ennce 1490 Kenneys Rd Energy Rating Service Inc Results are projected Southold, NY 11971 Matt Wahl Model:custom home 631-566-8439 Community: n/a Builder R1401-1-1490KENNEYS-MJW Roberts Premier 1490 Kenneys 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 not 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:56 Builder Name: Roberts Premier Development Builder Signature: Name: Matt Wahl Signature: A*Ze Organization: Energy Rating Service Inc Digitally signed: 8/3/23 at 7:35 AM Ekotrope RATER-Version 4.0.1.3212 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Home Energy Rating Certificate Rating Date:'2024-04-02 GRia Gre4ce Final Report Registry ID: 715322740 nj' Ekotrope ID: LMkM61 yy HERS1 .1ndex Score: • Home: Your - . • , � • . performance score.The lower the number, Southold, NY 11971 the more energy efficient the home.To $ 1 ,772 Builder: learn more,visit www.bersindex.com *Relative to an average U.S.home Roberts Premier Developrnent Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 119.8 $719 2020 New York ECCC Cooling 6.1 $239 2018 International Energy Conservation Code Hot Water 15.1 $71 Lights/Appliances 30.0 $1,072 Service Charges $169 Generation(e.g.Solar) 0.0 $0 Total: 170.9 M270 HERS'Inclex Home Feature Summary: Rating Completed by w•,•E„c Home Type: Single family detached iso Model: custom home Energy Rater: Matt Wahl Existing iao Community: n/a RESNET ID: 2572845 Homes 1b Conditioned Floor Area:' 41496 ft2 Rating Company:Energy Rating Service Inc 120 Number of Bedrooms: 4 35 Tellar Dr.Islip Terrace,NY 11752 Reference. 1t096 Rating Pr Primary Heating System: Furnace•Propane•96.1 AFUE 631-566-8439 ice. Home Primary Cooling System: Air Conditioner•Electric•14.5 SEER ---j 9d ovider: Building Efficiency Resources so Primary Water Heating:" Residential Water Heater.Propane•0.72 UEF u PO Box 1769 Brevard,NC 28712 , 70 House7ightness: 1416.6 CFM50(1.66 ACH50) 800-394-9620 ' =� so 76 CFM,74 CFM•15.6 Watts,15.6 Watts•Exhaust Ventilation: ? so OnlyExhaust Only s n This Home i:.t, li ao Duct Leakage to Outside: Untested Forced Air '0 Above Grade Walls: -R-1 S20 io Ceiling: Vaulted Roof,R-38 Zero Energy Window Type: U-Value:0.3,SHGC:0.28 r' Home o Foundation Walls: N/A Matt Wahl,C&Ufied Energy Rater _ `L Less E"rgy Digitally signed:4/10/24 at 3:18 AM ®mriuv.n Framed Floor: R-30 9 y g � ; 1490 Kenne s Rd Southold NY . Date:HERSO Index Score: Rating Registry Annual Estimates: Rating Company: Electric(kWh): 10,976.5 Energy Rating Service Inc Rating Provider: Propane(Gallons): 1,466.9 •Building Efficiency Resources CO2(Tons): 13.9 Rating Provider Address: Approx Energy Cost: $2,270 PO Box 1769 Brevard,NC 28712 .Horne Feature Summary: ,,row Single family detached,4 bedrooms,4,496 ft2 uo Ensstlag ,w Heating:96.1 AFUE tlomes ,w Cooling:145 SEER f10 110' Hot Water:0.72 U 'Re!Hwna 100 Air Leakage: � 1416.E CFN' (1.66 ACH50) m Ventilation: e0— ' 76 CFM,74"C •15.6 ,15.6 W so rni,Home •Exhaust OnlyEx ust Only so Duct LTO:Untested Forced Air 20 Above Grade Walls:R-18 10 zero EHome o Ceiling:Vaulted Roof,R-38 Lni LneW Window.U:0.3•SHGC:.0.28 C1t310ihC1 Foundation Walls:N/A Ekatrope RATER-Version:; . ..- New York 2020 Label 1496 kenneys Rd Model:custom home. Ekotrope RATER-Version:4.2.0:3376 HERS°Index Score:59 Building Envelope Specs Ceiling:R-38 Above Grade Walls:R-18 Foundation Walls:'N/A Exposed Floor:R-30 Slab:N/A Infiltration:1416.6 CFM50(1.66 ACH50) Duct Insulation:N/A Duct Lkg to Outdoors:Untested Forced Air Window`&Door 5 ecs U-Value:0.3,SHGC:0.28 Door:R-4 N[ —aU Equipment Specs Heating:Furnace•Propane•96.1 AFUE Cooling:Air Conditioner•Electric•14.5 SEER Hot Water:Residential Water Heater•Propane•0.72 UEF Average Mechanical Ventilation:112.5 CFM Builder or besign Professional Signature: r J' 'y' y Ong �r 17 vases tom. ti.-s - C .` ._'ry.� -�L1�4;KrJ � � '�'rti•4y f.^rf+c4 c� � ���� tii� a pa�^'.�t�,e "! f.r•cr�\�.- ti � .a- ,fr 1. _ �S w�t<`rc.0 �•ta.f��i:,i t..' �.: M r- -.}q � r'�"*,��x.,.F. k? 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K .tx•Y1k!. .-� i C _ _ _ _ �•�?t•�,.�i;;4�-�,. 4.^~z''i. z.�_ _ _ty'� r t-r rr.w .�:�.L-'•S 'Z l� L 4"-_."'�'"7'"Q7' a9�• i,J ,�``" _ %' 'rE ti ;<L:ry. ley -.'iii-�777' . , �7 .7��' J� �y,'��tl�`. ♦ �i�.(• �. -- .., '.i� .:R`—�. �"�ct!!C r;:`F: __— ' �S �' _r•''�a!S. _ ,. t"'7li,.r•*� 1!y{, tx�..4'.'"',�.►'a"Tti'.� Ti..y f:' �- t rt�r � � � / I•.,. � ;�r�¢ ar"w.,: •�Y it GELD INSPECTION PORT DATE COMMENTS i /V.3 p.a o � v ,� ol&" e�a� (1)k. D FOUNDATION (1ST) gomt (,p�afL UN a� G ,.� ----------------------------------- C FOUNDATION (2ND) i I � z 5 Ok ROUGH FRAMING& Q� i2G�5V - • IN,1( (A5* /x V l PLUMBING w Ok-. Ok- tsloc.11e.e-• Aie- s �� INSULATION PER N.Y. STATE ENERGY CODE +_0 S�W s• , ,/ s s w a� FINAL sau A,, Ar,31 w�" -9k CAD. 4v . ADDITIONAL COMMENT wS 1410 2 23 at 6. ;87• 0 •fi-CO t/2G,*los;Qc _ _aAl 0 � �via © l z 1�l a 1 T r n <4- r ' _ ulku'Li i j 7- V� - � X L10 io - 0 I o�aufFot,��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT yi Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631)765-9502 hiips://www.southoldtommu.aov l�?# - Date Received APPLICATION FOR, BUILDING PERMIT Ill D t� M r For Office Use Only a fI n PERMIT NO. 4l Building Inspector: ! '=JJ� AUG 2 8 2023 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an B1J11,DING DEFT. 6wnees Authorization form(Page 2)shall be completed. TOi1 „E86)L ��,ll, Date:7/28/2023 OWNER(S)OF PROPERTY: Name:Roberts Premier Development LLC SCTM#1000-59-03-17.1 Project Address:1490 Kenney's Road 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:Keri Kazel Architects Mailing Address:21Nindemere ct PO Box 169 Speonk NY 11972 Phone#:631874-7737 Email:Keri@kazelarchitects.com CONTRACTOR INFORMATION: Name:DJ Custom Homes Cor .p Mailing Address:3 Sandie Lane Manorville NY 11949 Phone#:631-848-3507 Email:David@djcustomhomes'.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure [--]Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: •❑Other New Home $400,000.00 Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? RYes ❑No 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 _ y 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):David Roberts ❑Authorized Agent BOwner Signature of Applicant: Date: STATE OF NEW YORK) MSS. COUNTY OF l7VU ✓— ) au I (J�. �1/� lv� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, �n i (S)he is the yWY�2� A �I'�-t?C� 'P .� 9 t u-e_�12 (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 S day of 1 �0 , 20 �- Notary Public VICTORIA FERREMI Pubic-State of PROPERTY OWNER AUTHORIZATION Notary NO!01FE64303 OewYork 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 FiSUFFDj BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD. z t4 Town Hall Annex- 54375 Main Road - PO Box 1179 v r4t Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(&southoldtownny.goy- sea ndCa southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date; / Z Company Name: err l 6 N cfrc nt, � Name: License No.: p a— nne, email: Address: S �c, F4sA �7 Phone No.: -%p JOB SITE INFORMATION (All Information Required) Name: %�(A5 ti�e�a LL Address: I p VAA Cross Street: C Phone No.: Bldg.Permit#: email: �t (�;TDITC ks Tax Map District: 1000 Section: 5 Block: �- Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply:, Is job ready for inspection?: YES /@0) Rough In Final Do you need a Temp Certificate?: YES NO- Issued-Ori n ?,3 Temp Information: . (All information required) Service Siz 1 P 3 Ph Size: 1 oO A #Meters Old Meter#.. New Service-Fire Reconnect-.Flood Reconnect-Service Reconnected-Underground Overhea #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: y PAYMENT DUE-WITH.APPLICATI Ct re C'+ 056-15- Request for Inspection FormAs O�g�FFOIlrcOG _� yt BUILDING DEPARTMENT-Electrical Inspector v z TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # 16 0 Date na b-2023 Customer Name d¢ �r h Electrician Name ec Address Q,r% Sft44-kew Phone Gs 8 • co(o e-mail e-mail 10goWcs oe(yV, Iran Ivje e Phone a 1, 0 License# $L1Q Z, -/M& Size r QQ A Phase�_Overhead Underground #of Meters / Remarks #of Underground Laterals '1 2 New "H" Frame or Pole H P. Fire Reconnect Was work done on Service? Y N A)p Flood Reconnect Old Meter#1 Service Reconnected , Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by StifFUL�r BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hail Annex- 54375 Main,Road = PO Box=1179 coo Southold, New York 11971-0959 `y O� Telephone (631) 76. 1802 - FAX.-(631) 165--9562 jamesh(cDsouthol`dtownny-gov-'- seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION +. ELECTRICIAN.INFORMATION (All Information Required) Company Name: Of. r l C'y I Electrician's Name: OXi License•No':: M "y.g2`Q a kn C-. Elec:email:; Elec. Phone No: 478. 8001p �l request an email copyLbf Certificate of Compliance Elec. Address.: - . ,- 1 7a JOB SITE INFORMATION (All Information Required) Name: erfj•ta!S ✓e M te- 41V Address: Cross Street: Phone No.: 13l.dg.Permit#: email: Tax Map District: 1000 Section: Block: o BRIEF CR ON OF WO LUDE FOOTAG lease Print Clearly):.. Square F PIY• Is job ready for inspection?: YES NO ough In Final Do you need a Temp Certificate?: YES n'NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service Fire ReconnectOFlood ReconnectOService ReconnectE]Underground QOverhead # Underground Laterals n 1 2 . H Frame Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches f"N I' 1 .1-41" Outlets � � -� (66 GFI's Surface 11 23 Sconces � � � 1 2� � . , 79 H H' UC Lts l,Z` Fridge HW (� POOL P C� �Fans Mini Fr. I W/D Panel Pump Exhauswg- Oven jA�- Sump. Heater_ Trnsf.mr Smokes � DW Generator ' -Salt Gen. 'Carbon Micro GrbDis Water Bond Lights Heat 1 �. PucksIf ERV HOT TUB SPA Inst Hot DeHum Transfofr I Disc Combo Cooktop Minisplit Blower .01 AC AH "Hood Blower Service Amps2 or) Have Used Sub Amps Have Used Comments �SUFFOIe��o Town Hall Annex �� �y Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P.O.Box 1179 Co . Southold, NY 11971-0959 > 41 BUILDING DEPARTMENT NO_ TICE OF UTILIZATION OF TRUSS TYPE-CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: N � Owner: fi I}� I�-I� �;♦G Location of Property: LIOq VLQ-"ji a0 4� W Please take 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: Name (person submitting this form): bp wc Capacity check applicable line): Owner Owner representative TnissRegl5.docx Effective 1/1/2015 -N") 1 wo/ � �- zap Scott A. Russell ���°���� �� �T�O�]EZI��I WA\,']F]E][� SUPERVISOR 0Iwl[A NA\G]EM1EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ! , !jj ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ��; ! ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) i NAME: �dh i n�, /'�1g/� L(C Date: J Contact Information: k i [E-Netad&Telephone Number) A U G 2 8 20 3 Property Address / Location of Construction Site: S.C.T.M. 11: B-OkA IGDt�PT. TO ij S� 031-7, 11 Section Block Lot i !! TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT i? .l; �j1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® - Area of Disturbance 1s less than 1 Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! li! ® - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly i i to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit ji DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. l Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold !!i Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. l �,l Date: �' � ! !!, Revievved BY: +.I lip F nR M x CM(-P-T(1C (lrtnhr r 9 11 Q R � cettv e4 l SANITARY SYSTEM DESIGN: SEE ATTACHED SPECIAL CONDITION, RESI#OF BEDROOMS: 6+1 I WO/F IAL z ti #OFBCEDTREATMENTUNIT: FUJICEN7 SYLVIAV.PENNY GRADING PLAN ANDIOR PLOT PLAN. _ irn I ti VAOWTS CAPACITY REQUIRED: 660 I GEORGE L.PENNYN '^ D VAOWTS CAPACITY DESIGNED: 700 GAL PER DAY I I 4F'n: NO DWELLING W LEACHING SYSTEM: I (AGRICULTURAL) 3 SCTM 1000.59.3-17.3 Z �,, POWERSUPPLY I -i I W CONNECTED TO (1)1V DEEP,V DIA LEACHING POOL I 0 DEDICATED 115 VOLT AC, I AS PER TABLE 5,SCDHS RESIDENTIAL STANDARDS SINGLE-PHASE,ZO AMP I PROPOSED CIRCUIT BREAKER ON GENERAL CONDITIONS• Ir O 1 II 2STORY HOUSE MAIN Q 1.INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH S W-5Z � - - - - - - - - - - iY" - - I 53-7 1• FRAME DW ELLING CONTROL PANEL I r SERVICES'REGULATIONS,STANDARDS,AND REQUIREMENTS,AND SHALL BE 2 #1490 I CV STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. CORNER CORNE 2.THEINSTALLER MUST HOLD A CURRENT UQUID WASTE LICENSE PURSUANT TO 73S5.7O I 35 ATION ELEVATION BLOWER IN COVER ON PAD I O CHAPTER 663 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT) LV 325' F.F.ELGV:32.S 0 (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE Ek A`4 I I -„� 00 SUFFOLK COUNTY DEPARTMENT OF LABOR LICENSING AND CONSUMER AFFAIRS, TOH `,,, 44'-S' I PURSUANT TO SUFFOLK COUNTY CODE§563-78(11)(J).THE DEPARTMENT OF LABOR I GRAVTl GARAGE LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF UQUID WASTE LICENSE I Ow 1�'AY 11 HOLDERS. 3.ALL INSTALLED VA OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. I I 11 AREA FOR FUTURE IP SUFFOLK COUNTY 1000.59-&168 -OUNTY WATER AUTHORITY 1• EXPANSION SC 4.ALL INSTALLED VA OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND ` ` MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNERAND SERVICE PROVIDER. S.SERVICE PROVIDERS MUST REPORT ALL O&M ACTNmES TO SCDHS(SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES). I I J CEN 7 6.COVENANTS MAYBE RED[RED ONPROPERTIES WHERE VA OWTS ARE INSTALLED REQUIRING;SYSTEM REPLACEMENT IN EVENT OF FAILURE;O&M REQUIREMENT; LJ I N (1)8'DIM,18'DEEP LP ACCESS TO DHS INSPECTIONISAMPUNG ON QUARTERLY BASIS IF NEEDED;OTHER O� I REQUIREMENTS THAT SCDHS DEEMS NECESSARY. JL� II 7.PERFORMANCE STANDARDS FOR VA OWTS TECHNOLOGIES: yW�J VA OWTS MUST AMU TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN 0 I I W OF NINETEEN(19)MGIL OR LESS. 1, SEPTIClTRFATMENTCONSTRUCTION CRITERIA 1.SEPTI OWCOMEM I ALL AN APPLIED FORCE CEO WALLS,FLOORS,ROOF AND ACCESS COVERS SHALL SITE PLAN BASED ONASURVEY OF RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). PROPERTY AT SOUTHOLD,TOWN OF II. NONCONCRETE PREFABRICATED SEPTIC TANK&VA OWrS SHALL CONFORM TO 17 I BOULDER w THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS SSOUTHOLD,SUFFOLKCOUNTY,NYPREPARED r� RETAINING 8 - 'AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS'ANSI DONALD J.METZGER I_ WALL ZI000.2007ANDANY UPDATESTHERETO. DD V 9 ILL EACH SEPTIC TANK&VA OWTS SHALL BE IDENTIFIED BYTHEMANUFACTURER PECONIC SURVEYORS,P.C. I I a AND DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE DATED:FEBRUARY 1,2D23 I r I NLETENDOF THETANK: REVISED:MARCH 8,2023 1. MANUFACTURER NAME OR LOGO 2. CAPACITY AND NUNaEROFOPENINGS SCTM#1000-59.0-117.1 I I to BRICK TEST HOLE 3. MAXIMUM DESIGN LOAD PIERS 4. THE DATE MANUFACTURED. ( 1 ELJL9.0' J' N ALL CAST-IRON AND HOPE COVERS SHALL BE SET AT FINISHED GRADE,BE AND A PROPOSED DESIGN BY KERI KAZEL, cr CORNER I LOCKING, ARCHITECTURE DATED JUNE 5,2D23 I I ® A .F TAMPER-RESISTANT,WATERTIGHT,INSECT-PROOF,FLAT,SK ROOF,AND BE APPROVED FOR SEWAGE USE COVERS AND RISERS SHALL BE CAPABLE OF AREA a 82,573 SF ❑ I N 41° 7'50' W WITHSTANDING ATRUCKWKEEL LOAD (36 S IN.OF 2500 LB FOR 60 MIN WITH A 1.89E ACRES I a' MAX.VERTICAL DEFLECTION OF 1.51N. ELEVATIONSARE REFERENCED TO NAVD'88 1 V. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE I SEPTIC PARCEL IS>300'TO SURFACE WATERS TANKS.THEY SHALL BESET AT FINISHED GRADE.BELOCKING,WATERTIGHT, ZONING INSECT-PROOF,AND BE APPROVED FOR SEWERAGE USE. VI. IF ARISER COVER WEIGHS LESS THAN 60LBS ASECONOARYSAFETY LID OR DEVICE SHALL BE PROVIDED. I I 2.SEPTIC TANK&VA OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR I I PUBLIC WATER IN STREET DECAY. CORNER A ALL SEPTIC TANK&VA OWTS MUST BE CENT RED AS WATERTIGHT BY -ELEVATION C MANUFACTURER USING ERHERVACUUM TESTING ORWATER TESTING N/OP r�rID1 I N/O/F 26.4' 7 EL 27z KENNEY'S ROAD EL SIR L VACWMTFSTING MUST PULL d'OF MERCURY(FIG),FOR2 MINUTES WRHA MARY ZEVGOLIS y MAR VONKIFF LOSS OF 10%OR LESS. LOUIS J.VIRCILLO w VACANT I KEITH VONKIFF U. WATER TESTING:SEAL TANK,FILL TANKWITH WATER TO OUTLET NVERT DWELLING I (WOODED) I DWELLING ElEVATlON FOR 24 HOURS.REFILL THE TANKTOOViLET INVERTAFTER 24{fOIIR PERICO PUBLIC WATER Z I PUBLIC WATER AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 SCTM 10ODZ&3-16.2 'i I I SCTM 1000.59-3-17.2 HOURS. S. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A I/AOWTSLAYOUT WATERTIGHT, SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP. I I 2 1"=20'-O" 3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT TO THE BOTTOM OF THE TANK COVER cw.Fart 4 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY I I O I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AN ACCESS COVER WITH AN INSIDE DIMENSION OFAT LEAST 20INCFES IN DIAMETER, PROPOSED AND IN COMPLIANCE WITH 5•111 AND S114B-70FCDHS RESIDENTIAL STANDARD 2016. I 2STORY I I ^ REQUIRED PERMIT FOR APPROVAL OF CONSTRUCTION FORA A OPENINGS SHALL MEETPROVIDED OVERGANDOREQUIREMENTS: EXCAVATION INSPECTION A OPENINGS SHALL BE PROVIDEDOVERALLINLETANDOIJRETPIPES 53'-7 �f�1MEDWELLI G I- I /►lA'1V/•'1 a B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT 1 N SINGLE FAMILY RESIDENCE ONLY C. SEPTIC TANK&VA OWTS MANUFACTURERS SHALL PROVIDE A LABS.OF F.F.ELEV:32.5 "°"COR"� I �� '�" 44 �0 � FOR SANITARY SYSTEM MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN 'ENTRANCE INTOTANK MAY BE FATAL' pyWyyAy GARAyco SEPTIC TANK 811AOWI3IHSTALVITON STANDARDS: ( I'1 (^mot I� I BY HEALTH DEPARTMENT DATE 8128/23 eF-NO. R-23-1089 1.ALLAPPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHA BE IMPLEMENTED. APPROVED I `J I I APPROVED 7F 2.THE SEPTIC TANK&VA OWTS SHALL BE INSTALLEDATLEVEL IN ALL DIRECTIONS(WITH -J� LP AMA(IMUM TOLERANCE INANYOIRECTION OF N-ONE QUARTER INCH)ON A MINIMUM3 � ` `E14 I I FOR MAXIMUM OF 6 BEDROOMS INCH THICK(OR MANUFACTURERS RECOMMENDATION)BED OF PROPERLY LEVELED AND COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL.BACKFILL SHALL BE PLACED 9 N - I I TEST HOLE DATA EXPIRES THREE YEARS FROM DATE OF APPROVAL AROUND THE AN SEPTIC TANK&VAOWTS INSUCHA MANNERASTOAVOIDDAMAGED I,.� AMWACTEDND ONSTRIN 6-NCH UCTIONDEBRRIISBACKFlLLSHALLBEFREEOFIARGESTONES,STUMPS, MCDONALD GEOSCIENCE I A [ 02/08/23 - 3.THETOP OF THE SEPTIC TANK&I/AOWTS SHALL NOT BE LOCATED GREATERTHAN 4 I Y+ TI• Desi nProfessional'sCertificationRe uired. TWOAND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE FOR SEPTICTANK BOULDER I $ - 00 W g q &VAOWTSWITH DOMES,THETOPOFTHE DOME SHALL NOT BE LOCATED GREATER RETAINING I Et-29.0' DARK BROWN LOAM OL THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELAY FINAL GRADE. WALL I $ I Submit P.E.or R.A-Certification For GENERALNOTE I �.s The Installation and Construction of the Sewage Disposal System 1. BEFORE ANY A71ONSATTII VERIFY HOUSEWH SITE RETHEWASTE: BRICK 55 BROWN SILTY SANDSM Use FormWWM-073 GRADE ELEVATIONS ATTHEHOUSEWHE RUBE WASTE MAW PENETRATES. PIERS TEST HOLE M :G GRADE ELEVATIONS WIIN LOCATION SA WILLBE EINSTALLED. CORNER I •HOUSE WASTE LINE MAN LOCATIONS AND INVERT ELEVATIW& EL.29.0 �' � E TIO N -ANYUNDERGROUND UTILITIES,INFRASTRUCTURES.ARWOR STRUCTURES 3 £ Q� -ANYTREES WHICH MAYAFFECT TO THE VA OWTS INSTALLATION ® 29.G I �/ 3 IY✓acG. NO. DescriptIon Date 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USEDWITH A VA OWTS. I II 1 1 �+ Innovative andAltemativeOnsite 3. TANKS SHWIDNOT BE PUMPED WHEN GROUNDWATER IS HIGH ORFLCOD 4 7 50 W 59=1416.14 � BROWN CLAYEY SAND SC Wastewater Treatment System(1/A CONDITIONS EXIST. - - - -- - - -- - - - - - - -F- - - - 10' OWTS) [Street) ABBREVIATIONS: PALE BROWN SILTY SAND SM studio a/b architects 8 AND CORNE t4 @ AT ELEVATION 651 West Main Street, EP�µ B.C. BOTTOM OF CURB 26.4' EL2ENNEYIS ROAD EL30.4' PUBLIC WATER IN STREET BROWN CLAYEY SAND WTGRAVEL SC RNerhead,NY 11901 �9 BW BOTTOM OF WALL 631 5912402 CONC. CONCRETE 24' 63,3231426 C.O. CLEAN CB.co aro OUT glynls@sbAIwbhkem OB DISTRIBUTION BOX PALE BROWN FINE SAND SP E or ELEC. ELECTRIC -- - - - - - -- - - - - -- - - -- - -- --- T - -- - - ELEV.or EL. ELEVATION 100, 100' 175 I 1. WATER EL.1 28- PO BOX 444 G GAS Odent NY 11957 HOPE HIGH-DENSITY POLYETHYLENE VA OWTS INNOVATIVE AND ALTERNATIVE ONSITE ®,§,ELL I W'�- I I WATER IN PALE BROWN FINE SAND SP WASTEWATER TREATMENT SYSTEM INV. INVERT I I DWELLING 1 DWEWNG LG LEACHING GALLEY DWELLING DWELLING PUBLICWATER PUBLIC WATER 1. LP LEACHING POOL SCTM 1000.59-7-14 SCTM 1000-59-7.15 I SCTM 10DD69-7-17.1 I SCTM 1000, .18 o I/A OWTS Layout MAX. MAXIMUM DJ Custom Homes y MIN. MINIMUM NOTE:WATER ENCOUNTERED N.T.S. NOT TO SCALE 28'BELOW SURFACE Pmjectnumher a 23215 PROP. PROPOSED MATCH ES HIGHEST EXPECTED GROUNDWATER REQ. REQUIRED ---1 LEVEL(EL 1.0)AS PER USGS LI DEPTH TO WATER Dote 6/22/2023 i7 SCDHS SUFFOLK COUNTY DEPARTMENT OF VIEWER D-by GB HEALTH SERVICES property T.Map M ST SEPTIC TANK SITE PLAN /�'1 TEST HOLE DATA 1000-059.00-03.004017.001 Checked by HA T.C, TOP OF CURB T.O. TOPOF1 1 30'-0' 1"=2O'-O" site street address: C 01 TW TOP OF WALL ' 1490 Kenny's R-d W WATER Southold,NV 11763 Scale AS indicated / w VENT TERMINATION VENT PIPES SHALL EXTEND AMINIMUM OF 61NCHES 2-12'VENTILATION PIPE FUJI CLEAN CONTROL PANEL I ABOVE THE ROOF LINE AND THE TOP OF THE VENT INSTALL PVC WELDED 6Fi LONG WIRE INSTALLED ON WOODEN POST `•� I SHALL HAVEA MINIMUM HORIZONTAL SEPARATION SCUM BAFFLE B CONNECTION YYYY'"' SECONDARY RECIRCULATION 8118' SERVICE RECEPTACLE r- OF 121NCHE5 TO THE SLOPED PORTION OF THE SAFETY '2 AIR LIFT PUMP MANUFACTURER 1 ROOF. DEVICE,TYP. z•tt 71a •a7/a• •1' TANKWALL PROVIDED , PROTECTION COVER CONNECTION HARDWIRED PLASTIC LANDSCAPE STONE 1 I POWER SUPPLY CONNECTED TO DISINFECTION ADAPTER FROM BYZABEL ENVIRONMENTAL,OR EQ. DEDICATED 115 VOLT AC.SINGLE-PHASE, 4'INLET ® 1/6' I r 20 AMP CIRCUIT BREAKER ON HOUSE PIPE (OPPfIONARL) POWER hOpV/zabelmte.mM PANEL CLASS 2400 AIR LINE CONDUIT SUPPLY—� STABLEBASE I MAC 100R PLAN VIEW t i CONTROL PANEL ORSER35 4.OUTLET PIPE 12'AIR BUTYL SEALANT NOT TO MOVE BY FROST ACTION 1/4'PER 17 q INTAKE PRESSEOAROUND� 314'DLA BLOWER IN COVE/OPTIO b•WASTE SLOPE MIN. m � 1 � PERIMETER OF �n TO FUJI UNDERGROUND AIRLINETO CEN•7 UNIT CAST IRON WITHIN 7 FROM a THREADS I( CNN FLEXIBLE 374'AIR LINE:3/4'PVC CONDUIT FOUNDATION WALL,CONTINUED TO 43W 4 3/8• UNIT HOUSE ; 4'(7 MIN.)DIA.HOPE CLASS 2400 OR SOR 35,(OR SDR40) EFFLUENT '/.°FLEXIBLE IRRIGATION THE,100 PSI MAX, CARBON FILTER,I1/4'PER 17 SLOPE MIN. INLET BA LE m AIR LIFT PUMP .- * MAY ALSO BE USED FOR THE AIRLINE GRADE,36-MIN.F ` ® AIR INTAKE CONNECTION DETAIL MAC 100R ELfVA71ON VIEWS MAC 100R BLOWER DETAIL WINDOW OR DOO4'WASTE EL 32.5'+/-I i WHEN NO HOUSE CLASS 2400 OR SDR35, N.T.S. ISER WITH 1/8'PER 17SLOPE MIN. 1/7AIR NTAKE ONDARY RECIRCULATION PIPESAFFLOWBFLECEIT z FLOW OPENING,TYR (CEANIN�r EL 29.5'+1• Ig a CHAMBERVOLUME VOLUME(GAL BLOWER SPECIFICATIONS 1 �• I W PLAN VIEW INSTALL SECONDARY MODEL MAC t00R CO. 1 SEDIMENTATION CHAMBER 397 SAFETY DEVICE,TYP. ON INSULATED COVER R 2 ANAEROBIC FILTRATION CHAMBER E 396 NO FORMAL PRESSURE 28 PSI o- - INSULATED 18 SE 3 OBIC CONTACT FILTRATION CHAMBER 181 ----- -'� 20'INSULATED COVER 24'INSULATED COVER 24•IMgx 7E 'RI AER T ' -- — e DISINFECTION ( )BYTUF-TITE,OR R CELLAR -F -----•.. — _ _ _ ON INSULATED I8°RISER ON INSULATED 78' 4 STORAGE CHAMBER 90 POWER: 120VI1.OAI6OHz CYLINDER EQ.WITH SECONDARY 5DISINFECTION CHAMBER fi OUTLET CONNECTION:3l41NCH I°°• I I I !o_°.1 (24'MAX.)BY TUF-TIT RISER(24•MAX.)BY OPTIONAL SAFETY DEVICE WEIGHT: 11 LBS s • , OR EQ. TUF-TRE.OR EQ. ( ) TOTAL VOLUME 1069 POWER CONSUMPTION:83 W a �!c.;� I �wa•'I SYSTEM SPECIFICATIONS POWER CABLE:6 FEET MODEL FUJI SEN-7 LEACHING I'`:Q!I ANAEROBIC MEDIA PP IPE FILLING RATE 32% INSTALLATION/OPERATIONS POOL I eat1 BOARD TYPE AEROBIC MEDIA PVC/PP/PE FILLING MAINTENANCE NOTES: 8P CIAa!at FLOW OPENING RATE 17% -INSTALLBLOWER ON STABLE 1S DEEP a I a,o°,'°,I 4'INLET PIPE "� BOARD TYPE BLOWER AEROBIC MEDIA PP/PE FILLING RATE 55% 3.5 CFM CONDENSNG UNIT PAD(BY SASE SUCH AS CONCRETE OR 1 a CONTACT TANK FRP Do SITECH—diversitmIt.mm c IGeo I i °'°°:.;] WATERTIGHT N MEDIA PIPING PVC/PP/PE OR EQ.).ENSURE ADEQUATE SEALED ACCESS COVERS PLASTIC VENTILATION AND PROTECT Ai �x I"`-. I I;e FLEX BLEJOINT DISINFECTANT(OPTIONAL)CHLORINE TABLETS AGAINST SUNLIGHT. CIi w O a w I!o:r`c :;a%I FASTENED TO -MAWTENANCE REQUIRES A = k F'�' -°;�H° •ai THE PIPE Wf ® NOTE TRAINED TE UMICLW. o m O w �.a=J I I° °I STAINLESS STL RECIRCULATION AFTER LEVELING THE TANK,FILL THE -FOR MAXIMUM EFRCIENCY, •'w' I I'!u- RETRACTABLE o ASSEMBLY SEDIMENTATION TANK(01)WITH FRESH WATER TO INSPECT AND CLEAN INTERNAL AIR THELOWWATERUNE FILTER ONCE EVERY 3 MONTHS REPLACE SOIL CLAMP,TYP. b ® ti -REPLACE DIAPHRAGM/VALVE I• = WITH CLEAN SAND y �° ° ° I © C•T MONTHS AND EVERY I2 I• �c o:S.OS_°° :,°v ANO GRAVEL ABOVE EX]T 3°!° •"!°',!ace `)o°I R W SOIL AEROBIC (NOTE:A DAMAGED DIAPHRAGM e.-�;e°' �;a ) ® MAW WILLTRIGGERTHE )a- a:.°e p•,,°!off ° s LAYER AMIN.OF 6' AUTOMATIC-STOP FUNCTION) IN DEPTH• AERATION TO-EL.V ASSEMBLY HIGHEST HIGHEST EXPECTED EXPECTED H LLLi GROUNDWATER EL.1.0' GROUNDWATER mow HTS —_—_—___—EL 1�0'NTS�—_—_ _—_—__ . 4 TO 6'SAND AND GRAVEL BED /�J ---- CEN 7 U 1 2FT SECTION A-A VIEW TO WITHIN I118, TED LEVEL SECTION B-B VIEW EL 0`4 0 5 10 Fr 2 FUJI CEN 1 DETAILS 1 SECTION DIAGRAM CONCRETE COVER 316 - BACKFlLL —7 = MATERIAL TO BE - CLEANSANDAND GRAVEL a s•20•MIN..m CO O si!' •.I�IMPERVIOUS SOIL ®ppq MINE INLET •}� �. mOO.•'•: '••I)APPROVED I `, .�'• :. PIPE p Control Panel Wirina Diagram P.2 PITOHEo,a' m .'•:: mac m is I:u PER 17 MIN. :•�: m m co ' vp _ _ _ I,•++°. ° m m 3'1 0•MIN. mO '-0 `�—p— —�—Lr—nO—Q1'x 6 ;:,•; m in 1coLLAii.I I ..1 m® '•1.4- r r I s� � I I � '. ''•' q mlDq .. _ �1.11 mIG SEE ATTACHMENT(S) {._______________1._____1°P" 1 -` LEACHING m° L: I I I I '• SECTIONS L_____________, s A7A7 •�_'•�;.�. mG PENETRATON r � - .s`- P .` ®m A INTAA VIRGIN cc�w an.mw,smra -�, �..}•'). m Oqq :.'1' STRATA OF ... ®OO',s ." SAND AND • �>a'� 1 ""' -s,;,. .;E?::.�• '.•':': GRAVEL 130 w�0 O nm:l ra.� IF MIN 1 s. F~�+ ®13 p r NOT AVAILABETRATION IS P 1 F Z Y EXCAVATEAND t'I• 72 LfN REPLACESOILWI NOTES: ? CLEAN SAND AND BRANCH CRCUIT PROTECTION,OVERLOAD A1°i s° —-—- TO EACH TO SP OR PROTECTION AND MAIN DISCONNECT `m1 HIGHEST RECOROEDHIGH SW SOIL WHICH raorecr: No. Description Date PROVIDED BYOTHERS,AND MUST BE ru o 181 GROUNDWATER DEPTH IS MORE THAN S Innovative and Altemative Onsite SIZED ACCORDING TO PUMP/MOTOR a �' s " R" ELEVATION 1.0 0 2 4 FT EL.5.0' Wastewater Treatment System(1/A MANUFACTURING SPECIFICATIONS. nminas rm OWTS) [Street] EXTERNAL COMPONENTS(COMPRESSOR LEACHING POOL DETAIL ANDIOR PUMPS,AS APPLICABLE), 4 1/4'=1'-O° studio a/b architects PROVIDED BY OTHERS AND MUST BE U.L APPROVED THERMALLY PROTECTED cum rar 651 West Main Street Ep Aq PUMPS -- Riverhead,NY 11801 StP y, I r 6315912402 t� MALE THREADE!2=Z ----��SLATE OR OTHER MALE THREADED MALE THREADED � TEMPERATURE RATING OF FIELD "a"'-Q'a �l ADAPTER AND SUITABLE COVER ADAPTER AND CAP ADAPTERANDCAP 6313231426 INSTALLED CONDUCTORS MUST BEAT glynls@studioabarohcacb.mm # LEAST 140 DEG.F.(60 DEG.C.) A mailing address: TERMINAL STRIPS AND GROUND LUG USE rrs,m° �, PO Box 444 V� ya •9� N COPPER CONDUCTORS ONLY. Orient NY 11957w K CONNECT GROUND LUG U4 PANEL TO A SEWER PIPE SECURE EARTH GROUND rs1 gel 45 DEG.ELBOWS DWYE LE SIDED DASHED LINE PRESENTS FIELD WIRING �, r----— -----o-------- ^-----" LASCO D448.040 o..v OO ` 3D DEG ELBOW 60 DEG WYE OR EQ. I/A OWTS DPr�aIIS DJ Custom Homes p Project number 23215 ALTERNATE A FOR BENDS ALTERNATE B1:FOR USE WITH ALTERNATE 132:FOR USE WITH Date 6/22/2023 a FIELD WIRING CONTROL PANEL BLDG.EXTENSIONICONNECTION BLDG.EXTENSION/CONNECTION Drevm by GB CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC W/DOUBLE SIDED SWEEP property Tex Map#: 1000-D59.00-03.06017.001 Checked by HA /Jl CLEANOUT DETAILS site street address: C 02 ELECTRICAL DIAGRAM-FUJI N.T.S, sm0 Kenold,NYa Road N.T.S. Scale As indicated J� ADDRESS. 1490 KENNEY'S ROAD, SOUTHOLD SURVEY OF PROPERTY WELL SCWA A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK CO UNT�; MY 1000-59-03-17.1 o�� Nis SCALE.- 1'=50 s�C'O T�,��i� FEBRUARY 1, 2023 °o° !) MARCH 8, 2023 (REVISION) `s !y 7 AUGUST 14, 2023 (PROPOSED) OCT. 25, 2023 (FOUNDA 710N LOC.) F� b ti �b O CMFOn U s ��yh X7e �9c OOF\ 9 G O LINE OF 15' wO+ A� S�T�° EASEMENT (}` CMF �� °O\S Q`� C /L WELL -� ° O \`Si9\ / Gp�ryS O.SNWOR \, ` OA SE Off, O , OST 0.6 ww- a O.fi NW LINE of 4X4 POSTS C 40 � o Ps �s O •o OST J LINE OF 15 P�� O EASEMENT P O, O ICK CO�UMNS P WALL END ?a, C'P� �qp �°�y� O• �) Fy 0.3 SE OC�F U POL ppRk o• kfO �O� 9�4Y� ti6 BOULDER (\9� O� RET. WA s i- ��,f� WALL END O• `�� kg0 A,1 �iy 4,0 J WELL <"� F 4.3' W 3.7'S£ ; �. A O'T KEY00 © - REBAR ®TEST HOLE ® = WELL WELL �S oy EL.29.0' ® = STAKE s O ® = TEST HOLE ,00 U LE 0 = PIPE s°%C o��,� ��� .� '� F� �� � = MONUMENT \'s � >, Otis ��� _,., ,.._. ,.._..., „ t.,r•-,, - = WETLAND FLAG '� S �ry96 FE CDRt`, / 3.7NW 0/L .f {...;.� ._.,�{ V � = U77LITY POLE OO+ .. 30.4' TEST HOLE DATA /j A NOV McDONALD GEOSCIENCE A s+ (j� ��� 0210812J O s �j� 29' DARK BROWN LOAM OL \�\j 0.5' C )� � ���11 v9J� U POLE BROWN SILTY SAND SM °o GL 1/C 3' `s y / BROWN CLAYEY SAND SC 10' PALE BROWN SILTY SAND SM 14'BROWN CLAYEY SAND W/GRAVEL SC CER TIFY T0: 24' /A• Roberts Premier Development, LLC PALE BROWN FINE SAND SP 1.0 2e' All Shore, Abstract, Ltd. WATER IN PALE BROWN FINE SAND SP O� First American Title Insurance Company 34' `So�G ,ti t, NOTE.• WATER ENCOUNTERED <j I 28' BELOW SURFACE °o /I/C ..° .� °` rAj . 'N.Y.S. LIC. NO. 051132-01 ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON OF �� V' N.Y.S. LIC. NO. 49618 SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT PECON/C R YORS, P.C. AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP AREA 82,573 SO. FT. (631) 765— 20 FAX (631) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE M6 ACRES LOT NUMBERS REFER TO 'MAP OF "UBDIVISION MADE FOR ARG/R/OS peconicsurvey@optimum.net SIGNATURE APPEARS HEREON. PAPADOPOULOS & GEORGE MARAGO.S" FILED IN THE SUFFOLK P.O. BOX 909 ELEVA710NS ARE REFERENCED TO NA VD '88 COUNTY CLERK'S OFFICE ON SEPTEIgBER 13, 1988 AS FILE No. 8612 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 3-001 ADDRESS: 1490 KENNEYS ROAD, SOU7HOLD 0 SURVEY V ri Y OF PROPERTY �`wA A T SOUTHOLD SUFf"OLK COUNTY OEf'ARTrJ.Ei°dT OF NEALTf-9 SERVICES TOWN lY OF SOUTH OLD APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAr,11LY RESIDENCE sG� SUFFOLK COUNTY, MY 1000-59-03 171 C'J3te_!6/6/2024 }-I.S RE'{ No R-23-1089- ----- Ol�- SCALE- 1'-50 1 he sf?V;'n,> &;pnsal and watcr su'.`rly t:"^ ':es 2t t'11S tOcaticri have b''en S �O S FEBRUARY 1, 2023 ins„��tcd a;'d'or CeR;f;ec' by thig rip „ ge e lid f^ d �� �/ F.,. D_ rtn e.nt o"�itjt. a t.rc s.. Lu'� to be satisfa-cry FQ^ �<s xt�.�t�*,� © _._6 .PEDROOMS. -°'�; MARCH 8, 2023 (REVISdON) / °°, AUGUST 14, 2023 (PROPOSED) OCT. 25, 2023 (FOUNDATION LOC) CRAG► INEPPER.PF ,CHIEF `'��F,A MAY 1, 2024 ( FINAL SURVEY ) 0f5cz- Cf V"':"S t C"v a"7.- Tier!! qG� MAY 23, 2024 (Revisions & Corrections) HEALTH DEPT. REF. No. R-23-1089 C,F G,F, SQL SEP71C SYSTEM AS INSTALLED: (1) FUG/ CEN 7 IA SEPTIC TANK s (1) 8' OIA. X 16' DEEP LEACHING POOL fAENT5. S0� os� -'°a CMF �m °`s LTG /mac 2� 0,Q 9�3\ ' /L WELL sv c' O ` 0 G�Lco °°`s��9,(mac �° ,�h �o 0/1 SE U POOL mod'? f 0 FXIV v ` G� PROPSNFDTANK �� 4 CC , o�, 1 0� t K� POOL CST DW 0.6%JW ; ) .yam `_iV•� Or HVAC A 4X POSTS UNFS �T "46 0CST 041 yf./ �Fp'�p�iP� CA IF 2, A'JsauftvT �� S A. `' �°�{ O �P h ry�5w O SR/pC COLUMNS a P 0 3 s�O �a�v yc� ? ry a ?`'' 4 tios ? CO�nED U P G�k SAP lam, ♦ G zi j POR0i' o 4 tie 0d��P -k �Q yt �J4. •s `tit� � '(��� "✓� y�0 WELL Eqo ��° P�c. �\`. weR 4• '� Q li LD--� o �iA(//1 ti °\It lj ELf 2Z2 WATER .57\` 0��,�/C\ KEY rti L 3� 1/0 �\ Q = REBAR '� ® � `.��5 ®TEST HOLE ���P� \```�'/ aFcr. °`s�'`,�9��t` WELL EL.29,0' ���� r�� � A = STAKE ° �0" O ; � = TEST HOLE ® = PIPE F = MONUMENT `�js �. �� °y� C3 6 FE = Y6F"ND FLAG C� a.�COR ctb = U77UTY POLE 0 0 JO.4' TEST HOLE DATA MCDONAID GEOsaENCE ,S AG oy 02108123 29 DARK BROWN LOAM OL sO�i AL9 \ u F OLE 3' BROWN SILTY SAND SM 0 BROWN CLAYEY SAND SC 14 PALE BROWN SILTY SAND SM i IF�`), �`� ��� CERTIFY T0: �,� 0'0 a.V Srz BROWN CLAYEY SAND W/GRAVEL SC 24' sr- Roberts Premier Development, LLC _ PALE BROWN FINE SAND SP <� All Shore; Abstract, Ltd WATER IN PALE BROWN FINE SAND SP A Q/ First American Title Insurance Company NOTE. WATER ENCOUNTERED s� �55 !� `0�4 4; .I1.`�. �n�yC 28' BELOW SURFACE 'oo °\ lL • .S. L/C. NO. 051132-01 ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA7701V OF s�`'yJ �j' N.Y.S UC. N0. 49618 SEC77ON 7209 OF THE NEW YORK STATE EDUCA770N LAW. EXCEPT \���'A 38' PECONI SUVVEYORS, P.C. AS PER SEC7701V 7209—SUBDI14SION 2. ALL CER77RCA77ONS HEREON (631) 765-5020 FAX (631) 765-1797 ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP AFEA '' 8Z573 80. FT. "MAP OF $UBDlVfS10N MADE FOR ARGIRIOS peconicsurvey�optimum.net COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE ACRES LOT NUMBERS REFER TO oR �,?NATURE APPEARS HEREON. PAPADOPOULOS & GEORGE MARAGO)` FILED IN THE SUFFOLK P.O. BOX 909 — COUNTY CLERK'S OFFICE ON SEPTEAIBER 13, 1988 AS FILE No. 8612 1230 TRAVELER STREET 2�-001 ELEVA7701VS ARE REFERENCED TO NAVD '88 SOU7NOLD, N.Y. 11971 i e r DATE(MMIDDIYYYY) ACOO CERTIFICATE OF LIABILITY INSURANCE 8/15/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ' PRODUCER GONTACT Debra Ferraro NAME: Brazier Insurance Agency aHCNNo Ext: (631)286-1400 (A/C N0; 1631)286-1406 1745 Montauk Highway ADDRIEss:brazier-debra@optonline.net INSURERS AFFORDING COVERAGE NAIC# Bellport NY 11713 INSURER A:Evanston Insurance Company INSURED INSURER B:Ate rit Specialty Insurance Company DJ Custom Homes Corp. INSURERC:New York State Insurance Fund 3 Sandie Lane INSURER D: INSURER E: Manorville NY 11949 INSURERF: COVERAGES CERTIFICATE NUMBER:CL2381522389 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. I�7R TYPE OF INSURANCE ADD POLICY NUMBER MM/DDPOLICY EFF/YYYY MM DDY EXP NYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 2,000,000 A CLAIMS-MADE �OCCUR DAM E TO RENTED PREMISES PREMISES Ea occurrence S X MKLVIPB0002964 10/24/2022 10/24/2023 MED EXP(Any one person) S 10,000 PERSONAL&ADV INJURY S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 4,000,000 POLICY a PRO- M LOC PRODUCTS-COMP/OP AGG S 4,000,000 X PRO OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S Ea accident ANYAUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED id BODILY INJURY Per accent AUTOS AUTOS ( ) S HIRED AUTOS NON-OWNED PROPERTY DAMAGE S AUTOS Per accident S X UMBRELLALIAB OCCUR EACH OCCURRENCE S 5,000,000 B EXCESS LIAB HCLAIMS-MADE AGGREGATE S 5,000,000 DED I X I RETENTION S 10,000 01-P-ILL-P70001363-0 10/24/2022 10/24/2023 S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNERI--EXECUTIVE E.L.EACH ACCIDENT S 100,000 C OFFICERWEMSER EXCLUDED? ElNIA (Mandatory in NH) 1 2366 960-9 7/17/2023 7/17/2024 E L.DISEASE-EA EMPLOYEE S 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES(ACORD 101,Additional 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 AuTMWz6�Nf§MNdB1/FepresentS to DO W Keii�t���1DN � - ©1988-2014.ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0. -W .0 A A A A A 461572203 BRAZIER AGENCY 1745 MONTAUK HIGHWAY . BELLPORT NY 11713 la 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 —] 12366 960-9 563616 07/17/2023 TO 07/17/2024 8/15/2023 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:/IWWW.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. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 15 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE SUR NCE FUND /!V 4/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:331420833 U-26.3 J tJEW Workers' SYRK TATE Compensation CERTIFICATE OF INSURANCE COVERAGE 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 carree 1 a.Legal Name&Address of Insured(use street address only) 1 b.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 01/01/2023 to 12/31/2024 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.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 8/15/2023 By �,4440, l t (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 sox 4B,4[or 513 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 DB-120.1.Insurance brokers are NOT authorized to issue this form. D13-120.1 (12-21) (IIIIIIP°1°°1°1111°°1°1°!11°!�°°°111°IIII II 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 I 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. D13-120.1 (12-21)Reverse Generated by REScheck-Web Software Compliance Certificate .- _ CIE0 � �.. Project 1490 Kenneys Rd Southold, NY 11971 SEP 2 6 2023 Energy Code: 2018 IECC i Location: Southold, New York )?IIIT,-,¢�,tr$-° r,T Construction Type: Single-family �f'9 Project Type: New Construction Conditioned Floor Area: 4,496 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent:, Designer/Contractor: 1490 Kenneys Rd Southold, NY 1490 Kenneys Rd Southold, NY Energy Rating Service, Inc Matt i 1197-1 11971 Wahl Islip Terrace, NY 11752 631- 566-8439 energyratingservice@yahoo.com Compliance: Passes using UA trade-off Compliance: 1.7%Better Than Code Maximum UA: 723 Your UA: 711 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. . . Prop. Assembly or 'Roof Rafters: Cathedral Ceiling 4,176 38.0 0.0 0.027 0.026 113 109 Wall 1:Wood Frame, 16"o.c. 100 19.0 0.0 0.060 0.060 4 4 Window 1:Other 17 SHGC: 0.30 0.300 0.320 5 5 Window 2:Other SHGC: 0.30 17 0.300 0.320 5 5 Wall 2:Wood Frame, 16"o.c. 266 19.0 0.0 0.060 0.060 14 14 Window 3:Other SHGC: 0.30 lg 0.300 0.320 5 6 Window 4: Other SHGC: 0.30 18 0.300 0.320 5 6 Wall 3:Wood Frame, 16"o.c. 100 19.0 0.0 0.060 0.060 6 6 Wall 4:Wood Frame, 16"o.c. 116 19.0 0.0 0.060 0.060 5 5 Window 5: Other SHGC: 0.30 12 0.300 0.320 4 4 Window 6: Other SHGC: 0.30 12 0.300 0.320 4 4 Wall 5:Wood Frame, 16"o.c. 257 19.0 0.0 0.060 0.060 13 13 Project Title: 1490 Kenneys Rd Southold, NY 11971 Report date: 08/03/23 Data filename; Page 1 of11 Prop.Assembly Gross Area Cavity Cont. Req. Prop. Perimeter Window 7:Other 9 0.300 0.320 3 3 SHGC: 0.30 :Window 8: Other SHGC: 0.30 g 0.300 0.320 3 3 Window 9:Other SHGC: 0.30 g 0.300 0.320 3 3 Window 10: Other SHGC: 0.30 g 0.300 0.320 3 3 Wall 6:Wood Frame, 16"o.c. 142 19.0 0.0 0.060 0.060 7 7 Window 11: Other SHGC: 0.30 g 0.300 0.320 3 3 Window 12: Other SHGC: 0.30 9 0.300 0.320 3 3 Wall 7:Wood Frame, 16"o.c. 92 19.0 0.0 0.060 0.060 5 5 Window 13:Other 12 0.300 0.320 4 4 SHGC: 0.30 Wall_8:Wood Frame, 16"ox. 87 19.0 0.0 0.060 0.060 5 5 Wall 9:Wood Frame, 16"ox. 186 19.0 0.0 0.060 0.060 11 11 Wall 10: Wood Frame,_ 16"ox. 358 19.0 0.0 0.060 0.060 16 16 Window 14: Other 33 0.300 0.320 10 11 SHGC: 0.30 Window-15: Other SHGC: 0.30 33 0.300 0.320 10 11 Window 16: Other SHGC: 0.30 33 0.300 0.320 10 it Wall 11:Wood Frame, 16"ox. 307 19.0 0.0 0.060 0.060 18 18 Wall 12: Wood Frame, 16"o.c. 121 19.0 0.0 0.060 0.060 5 5 Window 17: Other SHGC: 0.30 34 0.300 0.320 10 11 Wall 13:Wood Frame, 16"o.c. 27 19.0 0.0 0.060 0.060 2 2 Wall 14:Wood Frame, 16!'o.c. 115 19.0 0.0 0.060 0.060 5 5 Window 18: Other SHGC: 0.30 28 0.300 0.320 8 9 Wall 15:Wood Frame, 16"o.c., 27 19.0 0.0 0.060 0.060 2 2 Wall 16:Wood"Frame, 16"ox. 27 19.0 0.0 0.060 0.060 2 2 Wall 17:Wood Frame, 16"ox. 115 19.0 0.0 0.060 0,060 4 4 Window 19:'Other SHGC: 0.30 46 0.300 0.320 14 15 Wall 18:Wood Frame, 16"ox. 27 19.0 0.0 0.060 0.060 2 2 Wall 19:Wood Frame, 16"ox. 142 19.0 0.0 0.060 0.060 6 6 Door 1: Solid 22 0.290 0.320 6 7 Window 20: Other SHGC: 0.30 17 0.300 0.320 5 5 Wall 20:Wood Frame, 16"ox. 59 19.0 0.0 0.060 0.060 4 4 Wall 21:Wood Frame, 16"ox. 21 19.0 0.0 0.060 0.060 1 1 Wall 22:Wood Frame, 16"O.C. 38 19.0 0.0 0.060 0.060 1 1 Door 2: Solid 21 0.290 0.320 6 7 Wall 23:Wood Frame, 16"o.c. 24 19.0 0.0 0.060 0.060 1 1 Project Title: 1490 Kenneys Rd Southold, NY 11971 Report date: 08/03/23 Data filename: Page 2 ofll Prop.Assembly Gross Area Cavity Cont. Prop. Perimeter Wall 24: Wood Frame;:16"o.c. 41 19.0 0.0 0.060 0.060 2 2 Wall 25:Wood Frame, 16"o.c. 230 19.0 0.0 0.060 0.060 9 9 Window 21:Other .SHGC: 0.30 17 0.300 0.320 5 5 Window 22: Other SHGC: 0.30 62 0.300 0.320 19 20 Wall 26:Wood Frame, 16"o.c. 248 19.0 0.0 0.060 0.060 12 12 Window 23: Other SHGC:0.30 17 0.300 0.320 5 5 Window 24: Other SHGC: 0.30 17 0.300 0.320 5 5 Window 25: Other 17 0.300 0.320 5 5 SHGC:0.30 Wall 27:Wood Frame,.16"o.c. 230 19.0 0.0 0.060 0.060 8 8 Window 28: Other SHGC: 0.30 24 0.300 0.320 7 8 Window 27: Other SHGC:0.30 16 0.300 0.320 5 5 Window 26: Other 51 0.30.0 0.320 15 16 SHGC: 0.30 Wall 28:Wood Frame, 16"o.c. 230 19.0 0.0 0.060 0.060 9 9 Window 29: Other SHGC: 0.30 46 0.300 0.320 14 15 Window 31: Other SHGC: 0.30 17 0.300 0.320 5 5 Window 30: Other SHGC: 0.30 17 0.300 0.320 5 5 Wall 29:Wood Frame, 16"o.c. 100 19.0 0.0 0.060 0.060 5 5 Window 32:Other SHGC:0.30 21 0.300 0.320 6 7 Wall 30:Wood Frame, 16"o.c. 86 19.0 0.0 0.060 0.060 2 2 Window 33:Other SHGC: 0.30 46 0.300 0.320 14 15 Wall 31: Wood Frame, 16"o.c. 227 19.0 0.0 0.060 0.060 14 14 Wall 32: Wood Frame, 16"o.c. 65 19.0 0.0 0.060 0.060 2 2 Window 34: Other SHGC: 0.30 26 0.300 0.320 8 8 Wall 33:Wood Frame, 16"o.c. 21 19.0 0.0 0.060 0.060 1 1 Wall 34:Wood Frame, 16"o.c. 56 19.0 0.0 0.060 0.060 3 3 Garage Ceiling:All-Wood JoistfFruss 963 19.0 0.0 0.047 0.047 45 45 Basement Ceiling:All-Wood Joist/Truss 2,120 19.0 0.0 0.047 0.047 100 100 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 manidato ream®listerLin t gESCbai n§�9�9 i4teW Wahl matthew wahl, hers rater 2572845 S\v,/II GG t`�''� V V V\Y/G I Date:20Y23.08.03 07:22:12-04'00' Name-Title Signature Date Project Title: 1490 Kenneys Rd Southold, NY 11971 Report date: 08/03/23 Data filename: Page 3 ofll REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% 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 Verifieii #.: . Pre-Inspection/Plan Review Complies? Comments/Assumptions &Re .ID Value Value. 103.1, ;Construction drawings and ;❑Complies ;Requirement will be met. 103.2 ;documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the i building-envelope.Thermal I❑Not Observable envelope represented on ❑Not Applicable ;construction documents. f i 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 ;Systems serving multiple ;dwelling units must demonstrate 'compliance with the IECC Commercial Provisions. f 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 [PR2]2 ;on loads calculated per ACCA g:g: Cooling:v }Manual]or other methods Cooling: Btu lin I❑Not Observable Btu approved by the code official. :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) •3' Low Impact(Tier 3) Project Title: 1490 Kenneys Rd Southold, NY 11971 Report date: 08/03/23 Data filename: Page of11 Section # Foundation Inspection Complies? Comments/Assumptions &.Re .ID 303.2.1 A protective covering is installed to ,❑Complies :Requirement will be met. [FO1112 protect exposed exterior insulation ;❑Does Not ;and extends a minimum of 6 in. below ,4-0 igrade. ❑Not Observable i❑Not Applicable 403.9 ;Snow-and ice-melting system controls I❑Complies ;Requirement will be met. [FO12]2 installed. E Does Not U ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3: Low Impact(Tier 3) Project Title: 1490 Kenneys Rd Southold, NY 11971 Report date: 08/03/23 Data filename: Page 5 ofll Section .Plans Verified Field Verified . # : Framing/Rough=ln Inspection : •Com mm plies? Coents/Assumptions &.Re .ID Value Value 402.1.1, ;Door U-factor. U- U- ;❑Complies See the Envelope Assemblies 402.3.4 ,❑Does Not ;table for values. [FRl]1 ;❑Not Observable , ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- 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 �DComplies :Requirement will be met. [FR4]1 ;are determined in accordance TIDoes Not l :with the NFRC test procedure or { ;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. i{ {.-bNot Observable , I {❑Not 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 t❑Not Observable :400 that do not exceed code i . 1❑Not Applicable .;limits. i I 402.4.5 ;IC-rated recessed lighting fixtures ;❑Complies !Requirement will be met. [FR16]z sealed at housing/interior finish l❑Does Not Land labeled to indicate s2.0 cfm '❑Not Observable f leakage at 75 Pa. { ❑Not Applicable j 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is i❑Does Not >= 3 inches in diameter and >_ r R-6 where<3 inches. Supply and ,❑Not Observable ;return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for i ;diameter>= 3 inches and R-4.2 i ;for<3 inches in diameter. . 403.3.2 ;Ducts, air handlers and filter r ;❑Complies :Requirement will be met. [FR13]1 ;boxes are sealed with ❑Does Not joints/seams compliant with ;International Mechanical Code or { j❑Not Observable International Residential Code, as i - '{❑Not Applicable ;applicable. 1. 403.3.5.' Building cavities are not used as i f❑Complies Requirement will be met. ,[FR15]3 ]ducts or plenums. i {❑Does Not E]Not Observable {' ;❑Not Applicable 403.4 i HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 .above 105°F or chilled fluids ; ;❑Does Not jbelow 55°F are insulated to>_R- ; 13. ❑Not Observable ❑Not Applicable 403.4.1 (Protection of insulation on HVAC f . f❑Complies Requirement will be met. [I R24]1 ;piping. f 1EIDoes Not 011 y❑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 V ; ❑Not Observable 1 ;❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 j Low Impact(Tier 3) Project Title: 1490 Kenneys Rd Southold, NY 11971 Report date: 08/03/23 Data filename: Page 6 ofll Section Plans Verified Field.Verified' # : Framing)Rough=ln InspectionComplies? Comments/Assumptions &.Re .ID Value' Value 403.6 'Automatic or gravity dampers are ElComplies Requirement will be met. [FR19)1 i installed on all outdoor air ! 'UDoes Not ;intakes and exhausts. ❑Not Observable I s 1. 1❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 11 Low Impact(Tier 3) Project Title: 1490 Kenneys Rd Southold, NY 11971 Report date: 08/03/23 Data filename: Page 7 ofll Section Plans Verified Field.Verified #- Insulation Insp®ction Complies? Comments/Assumptions & Req.ID Value Value 303.1 ;All installed insulation is labeled ClComplies [IN13]2 or the installed R-values f❑Does Not provided. j l I J❑Not Observable ? ' l❑Not Applicable 402.1.1, l Floor insulation R-value. R- R- ;❑Complies ,See the Envelope Assemblies 402,2.E ❑ Wood ;❑ Wood j❑Does Not table for values. [IN1]1 -❑ Steel ❑ Steel :❑Not Observable . ❑Not Applicable 303.2, :Floor insulation installed per i I❑Complies ;Requirement will be met. 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the i rg ;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 ! i underside of floor framing and extends from the bottom to the :top of all perimeter floor framing ( I members. 1 402.1.1, ;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 [IN3]1 ;exterior,the exterior insulation ❑ Mass ;❑ Mass ;❑Not Observable �j requirement applies(FR10). ❑ Steel ;❑ Steel ;❑Not Applicable 303.2 !Wall insulation is installed per ! • ;❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. i �❑Does Not i . . ❑Not Observable f . ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1'31 Low Impact(Tier 3) Project Title: 1490 Kenneys Rd Southold, NY 11971 Report date: 08/03/23 Data filename: Page 8 of11 Section Plans Verified Field.Verified # Final Inspection Provisions Complies? Comments/Assumptions &.Re .ID Value Value. 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.2, 402.2.E ❑ Steel ;❑ Steel ;❑Not Observable ; [Fill' i❑Not Applicable 303.1.1.1,!Ceiling insulation installed per I ;❑Complies Requirement will be met. 303.2 manufacturer's instructions. I❑Does Not [FI2]1 Blown insulation marked every :300 ftz, J❑Not Observable ❑Not Applicable 402.2.3 lVented attics with air permeable !❑Complies :Requirement will be met. [FI22]2. insulation include baffle adjacent l❑Does Not to soffit and eave vents that ;❑Not Observable extends over insulation. 1 �❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 insulation zR-value of the :❑Does Not ;adjacent assembly. I UNot Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 each 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 1 ft2 ft2 :❑Does Not ;either: Rough-in test:Total ;leakage measured with a '❑Not Observable ; :pressure differential of 0.1 inch ;❑Not Applicable ;w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a ;pressure differential of 0.1 inch ;w.g. across the entire system ;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 ft2 ;❑Does'Not <=3 cfm/100 ft2 without air. handler @ 25 Pa. For rough-in ;❑Not Observable tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated ! i❑Complies ;Requirement will be met. [FI24]1 ;by manufacturer at<=2%of ❑Does Not ;design airflow. IElNot Observable ❑Not Applicable 403.1.1 'Programmable thermostats } ;❑Complies :Requirement will be met. [FI9]2 i installed for control of primary 1 ❑Does Not ;heating and cooling systems and initially set by manufacturer to ;❑Not Observable 'code specifications. J❑Not Applicable 403.1.2 ;Heat pump thermostat installed I❑Complies Requirement will be met. [FI10]2 ;on heat pumps. 1 �❑Does Not Z❑Not Observable {. ;❑Not Applicable 403.5.1 Circulating service hot water } ' j❑Complies Requirement will be met. [FI11]2 Jsystems have automatic or j UDoes Not ;accessible manual controls. I ❑Not Observable i ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 'Low Impact(Tier 3) Project Title: 1490 Kenneys Rd Southold, NY 11971 Report date: 08/03/23 Data filename: Page 9 ofll Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &.Re .ID 403.6.1 ;All mechanical ventilation system; ElComplies Requirement will be met. [FI25]2 ifans not part of tested and listed 4EIDoes Not HVAC equipment meet efficacy I and airflow limits per Table }❑Not.Observable ' a R403.6.1. 1❑Not Applicable 403.2 'Hot water boilers supplying heat 1 C❑Complies ;Requirement will be met. [FI26]2 through one-or two-pipe heating } 1❑Does Not systems have outdoor setback control to lower boiler water K❑Not Observable ;temperature based on outdoor ;❑Not Applicable ;temperature. j 403.5.1.1 'Heated water circulation systems j _ ;❑Complies Requirement will be met. [FI28]2 have a circulation pump.The ti❑Does Not system return pipe is a dedicated ireturn pipe or a cold water supply; ❑Not Observable ;pipe.Gravity and thermos- 1 f❑Not Applicable ;syphon circulation systems are not present. Controls for {circulating hot water system { pumps start the pump with signal j for hot water demand within the } {occupancy. Controls ; f automatically turn,off the pump { iwhen.water is in circulation loop i is at set-point temperature and }no demand for hot water exists. j 403.5.1.2 $Electric heat trace systems 'j❑Complies !Requirement will be met. [F129]2 ;comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically 1 adjust the energy input to the i ;❑Not Observable heat tracing to maintain the ( ;❑Not Applicable desired water temperature in the + ,piping. t . 403.5.2 Demand recirculation water i j❑Complies ;Requirement will be met. [F130]2systems have controls that ❑Does Not ;manage operation of the pump land limit the temperature of the J❑Not Observable i lwater entering the cold water ;❑Not Applicable Ipiping to <= 1049F. R ` 403.5.4 i Drain water heat recovery units t't ❑Complies ;Requirement will be met. [F131]2 tested in accordance with CSA i. i❑Does Not #B55.1. Potable water-side pressure loss of drain water heat {❑Not Observable recovery units < 3 psi for i❑Not Applicable individual units connected to-one for two showers. Potable water- }side pressure loss of drain water } {heat recovery units<2 psi for i individual units connected to I three or more showers. 404.1 ;90%or more of permanent ❑Complies Requirement will be met. [FI6]1 fixtures have high efficacy lamps. 3❑Does Not I❑Not Observable ' ❑Not Applicable 404.1.1, (Fuel gas lighting systems have .4DComplies ,Requirement will be met. [FI2 ,` no continuous pilot light !❑Does Not . - 1❑Not Observable ; j J❑Not Applicable 401.3 ;Compliance certificate posted. I]Complies 'Requirement will be met. [FI7]2 (❑Does Not f ;❑Not Observable -S❑Not Applicable ; 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1490 Kenneys Rd Southold, NY 11971 Report date: 08/03/23 Data filename: Page 10 ofll section Plans Verified FBeld.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 ! L❑Does Not systems have been provided. ? f❑Not Observable 1 3❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1490 Kenneys Rd Southold, NY 11971 Report date: 08/03/23 Data filename: ' Page 11 ofll 2018 IECC Energy NJEfficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.29 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments APPRO ED AS NOTED 3B.P# ....PLUMBING L PLUMBING WASTE FEE BY: A AEFi;.LINES NEED GORE COVERINCaNOTIFY BUILDING DEPARTMENT AT ,,it;�,. 631765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO FOR POURED CONCK' IROUGH-FRAMING&F7i-' PeUMIB CERTIFC*TI(. & INSULATION ONE OD)C'ONTEN�T BEFO 4. FINAL-CONSTRUCTION MUST CER TE OF UCCUPAt\ BE COMPLETE FOR C.O. SPLP p Q$E0#y W ATEk_ ALL CONSTRUCTION SHALL MEET THE "' �'�`.' � "� REQUIREMENTS OF THE CODES OF NEW NC"� PLY�S�S.�'LIUI' NNO YORK STATE. NOT RESPONSIBLE FOR E0?J10 OF X�/t EAC DESIGN OR CONSTRUCTON ERRORS ELECTRICAL COMPLY WITH ALL CODES OF INSPECTION REQUIRED NEW YORK STATE & TOWN CODE. AS REQUIRED AND CONDITIONS O- :RUSS PLACARDING REQUIRED S �cDi$WN ZBA� ' ._ BOARC QT,PI CEED"WITH SOT,HOLD TOWN TRUSTEES ' Ii�1C°UNTiC SURVEY f( N.Y.S.DEC ; _i NDATION,l:OCATI.ON BEEN APP00VED. Must provide Manuals OCCUPANCY ®R D,J and S as per NYS Energy Code USE IS UNLAWFUL WITHOUT CERTIFICA slower door OF OCCUPANCY and ductwork testing required. RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or OF THE'TOWN CODE. repaired shall conform to Chapter 172 of the Town Code CARPENTRY AND LUMBER: TABLE R301.2(1) THESE PLANS HAVE BEEN DESIGNED of NEW YORK STATE r : 1 _ iJTALCODE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �� i � (�- ; ' , I FOR COMPLIANCE WITH THE: 2020 RESIC1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. I 1 '1, 1;2020 RES I DENTIAL CODE OF N EW YORK STATE LUMBER IS BE FURNISHED AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLE', i ' "} `'"-I i HANGERS,ECT.,REQUIRED T0 COMPLETE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BESUPPLIEDWITH GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE WINTER AIR '"', t MEAN 2.2020 ENERGY CONSERVATION CODE OF NYS. AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE WIND EXPOSURE DESIGN FROST LINE DESIGN FLOOD FREEZING ANNUAL' r WIND DESIGN COMPLIANCE AS PER CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW VORK LOADO (MPH) EFFECTS' REGION' DEBRIS ZONE"' CATEGORY d CATEGORY f WEATHER►NGa DEPTHb TERMITE` TEMPO HAZARDSg INDEX' T911lIp I' 2020 RESIDENTIAL CODE OF NEW YORK STATE STATE.WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE 4. ENERGY COMPLIANCE PRESCRIPTIVE AS PER NI 102 20 PSF <140 NO NO NO D B SEVERE 36" MOD TO HVY 110 F X 618 52.1° F NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS, �- 7,," T .5..TLOOD-RESISTANT CONSTRUCTION PER TOWN OF MANUAL J DESIGN CRITERIA .. ' , ° ; SOUTHOLD CONSTRUCTION STANDARDS, _r" RCNYS SEC R322,AND ASCE 24 14. GENERAL NOTES: CONCRETE WORK: 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE#2OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,o00 PSI UNLESSOTHERNISE ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE INDOOR DESIGN DESIGN TEMPERATURE COOLING HEATING TEMPERATURE DIFFERENCE 6. ENGINEERED WOOD PLACARD NOTES 1. CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON CORRECTION FACTOR TEMPERATURE 1. ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) ACCOMPANYING STRUCTURAL CALCULATIONS ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON 40' N 12.5° 84° 1 70° 75° DRY BULB 63°WET BULB 57.5° REQUIRED ON PLANS PER TITLE 19 . TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF WORK REPORT,IN WRITING,TO THE ARCHITECT AND AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI.CONCRETE SLABS ON GRADE NYCRR PART 1265.4 ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER TO BE REINFORCED WITH W.w.F.6x6•10/t0. DETAILS. 7.TOWN OF SOUTHOLD ZONING&COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY EXECUTION AND COMPLETION OF THE WORK 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE CONSTRUCTION CODES. 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE IRCONYS,OSHA AND THE 2. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60.REINFORCEMENT DIFFERENCE HEATING COOLING WET BULB MESH SHALL CONFORM TO ASTM A185 AND A82. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-I AND SHALL BE IDENTIFIED WITH THE g 15 7.5 71.50 M 30% 45%-55% LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL ROOF PLYWOOD TO BE 5/8"THICK AND For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE 3. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE ALL WALL PLYWOOD TO BE 1/2"THICK. s.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govern. TABLE R301.7 DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE LATEST ACI BUILDING CODE,ACT AND ACI 315. The weathering column shall be filled in with the weathering Index,"negrigible,""moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined TABLE R301.5ALLOWABLE DEFLECTION MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS CI AND C2 b.Where the frost line depth requires deeper footings than indicated In Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill In the frost line depth OF STRUCTURAL MEMBERS REQUIRED BY THE CODE. 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. column with the minimum depth of footing below finish grade. Q MINIMUM UNIFORMLY FOR WATER-BOURNE PRESERVATIVE TREATMENT. c.The jurisdiction shall fill In this part of the table to Indicate the need for protection depending on whether there has been a history oflocal subterranean termite damage. STRUCTURAL MEMBER 4. DO NOT SCALE THE DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE, ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF d.The jurisdiction shall fill in this part of the table with the Wind speed from the basic Wind speed map[Figure R301.2(5)AI.Wind exposure category shall be determined on a site-specific basis In accordance DISTRIBUTED LIVE LOADS (PSF) DEFLECTION wRh Section R301.2.1.4. RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ L/180 FOR CLARIFICATION. 36"BELOW FINISHED GRADE. 5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL e.The outdoor design dry-bulb temperature shall be selected from the columns of 97112-percent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D FINISHED CEILING NOT ATTACHED TO RAFTERS 5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES.ALL CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE temperatures shall al permitted to reflect local climates or local weather experience to determined Se the building official.(Also see Figure R301.2(1).) USE LOAD SLOTS,SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. f.The jurisdiction es fion shall fill h this part of the table with the seismic design category determined from Section Rao pilau t. SUBMITTED FOR REVIEW. g.[NY]To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a UNIHABITABLE ATTICS WITHOUT STORAGE 10 INTERIOR WALLS AND PARTITIONS H/180 flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency In the Flood Insurance 6. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC. MASONRY: Study for the community,as amended or revised with: UNIHABITABLE ATTICS WITH LIMITED STORAGE 20 (TEMPORARY AND/OR PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW 6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-0"O.C.MAXIMUM SPACING. SECURE BOTTOM OF 1.The accompanying Flood Insurance Rate Map(FIRM), HABITABLE ATTICS AND ATTICS 30 FLOORS U360 I. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. 1 Flood Boundary and datFloa alongdway Map(ny revisions and CONSTRUCTION. III.Related supporting data along with any revisions thereto. SERVED WITH FIXED STAIRS CEILINGS WITH BRITTLE FINISHES U360 LOAD-BEARING CONCRETE BLOCK,GRADE N. ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. INCLUDING PLASTER AND STUCCO 7.ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED AS PER TABLE M1S0S.4.4: PROVIDE ASWITCH- 1000 PSI.MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRY ASTM C-270 AND SHALL BE 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER 5 RECOMMENDATIONS AND SPECIFICATIONS. h.In accordance with Sections R905.1.2,R905.4.3J,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history oflocal damage from the effects of ice damming,the jurisdiction shall BALCONIES(EXTERIOR)AND DECKS 40 ( ) CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. TYPE S MORTAR ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table With"NO.' FIRE ESCAPES 40 CEILINGS WITH FLEXIBLE FINISHES U240 I.The jurisdiction shall fill in this part of the table with the 100-year return period air freezing Index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data GUARDS AND HANDRAILS 200 8. ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2"THICK GYPSUM WALL BOARD. Center data table"Air Freezing Index-USA Method(Base 32°F)." (INCLUDING GYPSUM BOARD) 8. REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE 2. COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE 5/8"THICK FIRECODE GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5/8"THICK MOISTURE J.The jurisdiction shall fill in this part of the table With the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." GUARD IN-FILL COMPONENTS 50 NOTES AND SPECIFICATIONS FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS, RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL BE USED k.In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the Jurisdiction shall fill in this part of the PASSENGER VEHICLE GARAGES 50 ALL OTHER STRUCTURAL MEMBERS U240 table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVETRUSS-TYPE METAL APPROVED BY THE ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. I.in accordance with Figure R3ot2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill In this part of the table with"YES"and identity any specific ROOMS OTHER THAN SLEEPING ROOMS 40 requirements.Otherwise,the jurisdiction shall indicate'NO"in this part of the table. EXTERIOR WALLS-WIND LOADS H/360 ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE ARCHITECT. HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND W O, j p SLEEPING ROOMS 30 9. ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.C.WITH 1/2"PLYWOOD COVERED WITH m.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zones Otherwise,the jurisdiction shall indicate"NO"in this art of the table. WITH PLASTER OR STUCCO BEING REVISED TOP PROVIDE A COMPLETE JOB IN ALL RESPECTS. E ACING OF REINFORCING MUST NOT EXCEED 16". WALLS SHOULD BE BRACED DURING CONSTRUCTION n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table Is or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. STAIRS 40 CONCEALED IN WALLS OR CEILING B V R COURS . VERTICAL SP 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING o.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301 2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have EXTERIOR WALLS-WIND LOADS H/240 UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. WOOD TRUSSES OR JOISTS TO BE CONST.SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS ORJOIST. their ground snow load increased from the mapped value by 2 psffor every 1,000 feet above 1,000 feet. 10. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.4 RCONYS. WHERE WITH OTHER BRITTLE FINISHES MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M 1305.1.3 OF THE RCONYS. 4. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING I V IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS: THE MINIMUM NET AREA OF VENTILATION AT INTERVALS NOT EXCEEDING 8'VERTICALLY IN AN APPROVED MANOR. FIRST FLOOR LIVING AREA: 2,172 SF EXTERIOR WALLS-WIND LOADS H/120 OPENINGS SHALL NOT BE LESS THAN I SF.FOR EACH 150 SF.OF UNDER FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING 5.ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI SECOND FLOOR LIVING AREA: 2,522 S F WITH FLEXIBLE FINISHES SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR TOOLED JOINTS AS I1. PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER m C FRONT COVERED PORCH: 374 S F LINTELS SUPPORTING MASONRY L/600 DIRECTED BY ARCHITECT.11. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCONYS: ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN SECTIONS R602.8 AND R1001.12 OF THE RCONYS. �1-4L WELL VENEER WALLS " LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30"MINIMUM 6. FIRE BRICK MORTAR,FLUE LINING DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED /f ` REAR COVERED PORCH: 374 S F UNOBSTRUCTED TEDHE BE OC Q dn 47Kla 714 SIDE COVERED PORCH: 21 SF UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING. AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. 12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULATION IN � WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.1.2 OF THE RCONYS. ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE TO pakt� N/O1F GARAGE: 962 S F R301.2.2.2 7. FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL INSULATION I SYLVIA V.PENNY 12.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. GEORGE L.PENNY IV WEIGHTS OF MATERIALS (PSF) AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. NO DWELLING TOTAL LIVING VI N G AREA: 4 685 S FUEAU STRUCTURAL STEEL: I (AGRICULTURAL) USE LOAD 13. ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE RCONYS: THE MAXIMUM RISER HEIGHT SHALL LscTM 7roD-5s 3-17.3 13. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS SHALL I BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED COMBINED ROOF AND CEILING ASSE M LIES 15 PSF FINAL PAYMENT HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM FLOOR ASSEMBLIES 10 PSF E THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE 14, ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE, EDITION OF THE AISC SPECIFICATION. LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. I EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF I INTERIOR LIGHT-FRAME WOOD WALLS I 10 PSF 15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK SITE TO BE KEPT IN BROOM CLEAN CONDITION 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND THROUGHOUT ALL PHASES OF WORK A307 BOLTS WITH LOCK WASHERS. weLIA. S 41° 5T 50" E 186.26' 4. PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. 14. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF - - - - - - - - - - 16. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING: CORNER CORNER COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. ELEVATION ELEVATION 17, PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE,PLUMB,AND LEVEL ALL MEMBERS 35.5' 32.5' TEST HOLE DATA AND SECURE WITH SUFFICIENT NAILS SPIKES AND BOLTS TO ENSURE RIGIDITY. 23S 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN I McDONALD GEOSCIENCE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 18. GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. , , .s'NTs 02/08/23 MAINTAINING JOB SITE SAFETY DURING THIS PHASE ACCEPTANCE BY OWNER. B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 11/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORING I EL.29.0' DARK BROWN LOAMOL OF WORK&SHALL COMPLY WITH ALL APPLICABLE 6. ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED DRYWALL,ETC...FORM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO 0 s FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING 19. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF 2020 ENERGY ON DRAWINGS. CONSERVATION CODE OF NEW YORK STATE AND THE 2020 RCONYS,, 8D NAILS AT EACH END. BUT NOT LIMITED TO BUILDING CODES, OSHA MOISTURE PROTECTION: BUTTOCK COUNTY WATER AUTHORITY BROWN SfLTYSAND SM 20. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL C. PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL _ _ _ - - s`T�,"'-°°°59-3-'S.s - _ - - - 3' MATERIAL LIFE SAFETY CODES, &HAZARDOUS OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT, BROWNCLAYEYSANOSc MATER MATERIAL REMOVAL& DISPOSAL. BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 1. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH i01 THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. D. TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND 21.THECONTRAL., I IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN vuEeaowNslLTrsANDSM THE CONTRACTOR SHALL INDEMNIFY&HOLD 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. i ra' HARMLESS THE OWNER,THE ARCHITECT,AND OR CONSTRUCTIONOF`fHEWORK. - BROWN CLAYEYSANowrGRAVELSC THEIR AGENTS&EMPLOYEES FROM AND AGAINST POLYETHYLENE SHEET BITUTHENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL,INSTALLATION TO E.ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE 1. ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES 22.THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS,AND COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE REQUMED RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: PALE BROWN FINE SA NO SP SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS. DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. ARISING OUT OF OR RESULTING FROM ANY OF THE 11 ITEMS LISTED ABOVE, 23.THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE 1. STUDS NOT LESS THAN 2X4 @16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. WATER 3. TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE RCONYS. 2, PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. wArER IN PALE BROWN FINE SAND sP . . ARCHITECT ANS CANNOT BE USED FOR ANY OTHER MEANS 3 FRAMING TO SUIT WORK OF OTHER TRADES THE CONTRACTOR SHALL VERIFY ALL FIELD 4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS � 1. THE AND NOTIFY THE ARCHITECT OF ANY 24. ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE RCONYS: AGGREGATE GLAZING SHALL NOT BE INCLUDING ALL INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND 4. PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. I LESS THAN 8%C:.r_THE FLOOR AREAS OF SUCH ROOMS&THE.MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4%OF OTHER ROOF PENETRATIONS.MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SII L 5. PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC... � NOTE:WATER ENCOUNTERED CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE THE FLOOR AREA BEING VENTILATED. 28'BELOW SURFACE FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS. NAIL WITH 6D COMMON NAILS @6"O.C. I Z (WOODED) RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 25, ASSUME ASOIL-BEARING CAPACITY OF 1 TON AS PER TABLE R401.4.1 OF THE RCONYS, ANY UNSTABLE SOIL/SUBSURFACE FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS. BREAK JOINTS IN ADJACENT COURSES. LOCATE END � DRAINAGE CALCULATION FOR DRYWELL#i(ROOF ORAINAGEI THE ARCHITECT SHALL BE HELD HARMLESS BY ANY CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE FLASHING WITH CARPENTRY,MASONRY,AND ROOFING TRADES. ° ROOF ARE 735 SF x i W%(RUN-0FF COIF.}x 0.17(2 RAINFALL)+125 CF JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. UNDERLAYMENT,WHEREREQUIRED, 8'-(rDIA.POOL-42.24CF PER FOOT OFHEIGHT. AGENCY FOR ANY"ERRORS&OMISSIONS"ON (� 125 CF/42.24 CF/FT=3 LF OF POOLS REO'D. CONTINUATION OFWORK, SHALL BE SIMILARLY INSTALLED. 4 EFFECTIVE POOL DEPTH-4'-WDEEPxI POOLS-4.0'LF(s'ox4'--DEEP) THESE DOCUMENTS. 5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS. UNITS TO BE ALIGNED WITH SLOPING ROOF TRUSSES. o DRAINAGE CALCULATION FOR ORYWELL#2(ROOF DRAINAGE) 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF THE FCONYS, G. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS. LOCATE END JOINTS GIVE ROOF AREA-1,275 SF x 100%(RUN-OFF COEFJ x O.Ir'(2'RAINFALL)-217 CF 8'-O•DIA.POOL=42 24 CF PER FOOT OF HEIGHT. SUPPORTS AND STAGGER JOINTS.PROVIDE METAL H-CLIPATJOINTSAT SIDES OF PANELS WHEN SPACING OF THE UPP03TS 217 CF 142.24 CFIFT-5 LF OF POOLS REO'D. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE RCONYS: SMOKE 6. CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE IS 24"O.C. I M EFFECTIVE POOL DEPTH-4'`0•DEEP x 1 IDOL-5.0'LF(Irox 6-O'DEEP) METHODS&MEANS OF CONSTRUCTION. THE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. g%A NAGE CALCULATION FOR DRYWELL#3 rR OOF MtNAGE1 ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY I I d ROOF AREA=1,275 SF x 100%(RUN-OFF COEF.)x 0.17-(2-RAINFALL)=217 CF ARCHITECT IS NOT RESPONSIBLE FOR FIELD OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS/CELLARS,BUT NOT INCLUDING H. FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER W O.C.AND FASTENED SECURELY TO SUPPRTING URFACE. `- V-0"DIA. /42Y4OL-42.2 5 LF CF POF POOL F HEIGHT CRAWL SPACES AND UNINHABITABLE ATTICS. FINISHES: (\ EFFECTIVE POOL DEPTH=r-T DEEP x 1 POOL-5.0'LF(M 5'-0'DEEP) SUPERVISION. 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC...ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL 15. ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMEN"T BOARD OR OTHERIt DRAINAGE C'EAALCUS .ATION L FOR DRYWELL#4(ROOF DRAINAGE) 28. BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF THE PRIOR TO INSTALLATION. APPROVED EQUAL OVER SUBFLOOR. FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAY ER OF 8'-0D ARPOOL-42.24 CF PER FOOT OF HEIGHT.xO.1 T(2'RAINFALIp 148 CF 148 CF 142.24 CF/FT-3.5 LF OF POOLS READ. RCONYS. 3/4"PLYWOOD SUBFLOOR. EFFECTIVE POOL DEPTH=4'-0'DEEP x 1 POOL-4.0'LF(M 4'4Y DEEP) 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTS SHALL BE TAPED 29. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY AND SPACKLED(3 COATS)READY TO PAINT. ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS 16. ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A T OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN SPACKLED SMOOTH. OR HEAVY GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, I ACCORDANCE WITH ACCEPTED PRACTICE. DRY AREA. THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. I s'9x4 LP I 3. COVER ALL WALLS AND ALL CEILINGS WITH 1/2'GYPSUM BOARD.BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED) 30.THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT CONFORM TO THE DRAWINGS. AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. N, Nro/F HAVE WONDER BOARD INSTALLED. MARY zO/F H IN-GROUND MARY VONKIFF CJ��RE A�Cy NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, LOUIS MARY.VIRCHIS POOL KEITHVONKIFF \ AN k �� 31. THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE 4. PROVIDE 5/8"TYPE X GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING. DWELLING 3 20'x 40' .. ��R �� f�� PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CLOSEOUT OF THE CONSTRUCTION. PUBLIC WATER � PUBDicLwA ER CONSTRUCTION IN RESIDENTIAL STRUCTURES. BDTM,00°-533-,5.2 SCTMIOD0-59-3-17.2 _/ G , 32. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK DF THE GENERAL CONTRACTOR PLUMBING: R 2 5 60'-5" .] I s°"4 * OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. (IN ACCORDANCE WITH TITLE 19 NYCRR PA T 1 6 ) � I I B'0x5'LP I� /' ''� I 1, PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOR COMPLETE VOX4'LP I -' 33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE INSTALLATION. SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL C ,/- Q- ARCHITECT PRIOR TO CONTINUATION OF THE WORK. CONSISTS OF A CIRCLE 6"IN DIAMETER,WITH A STROKE WIDTH OF 1/2".THE t- T �19743-� O 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE PLEASE TAKE NOTICE THAT THE CON.POR. nj � aF E�y 34. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE& (CHECK ALL THAT APPLY): o N AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO PROPOSED 0 tit RESCUE OPENING AS PER SECTION R310 OF THE RCONYS: EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A SILL HEIGHT OF NOT 3. INSULATE ALL WATER PIPING. 2 STORY 0 I MORE THAN 44"ABOVE THE FLOOR AND SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5 SQUARE FEET. PANTONE MATCHING SYSTEM(PMS)#187.WHERE A SIGN IS DIRECTLY x NEW RESIDENTIAL --------- FRAME DWELLING Ni" 1 4. ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING STRUCTURE 53'-72" L, #/1490 I U) 35. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER SECTION R308.4 OF STICKER OR DECAL. SIGNS NOT DIRECTLY APPLIED TO DOORS OR p 1 F.F.ELEV:32.5' THE RCONYS: ALL GLASS LESS THAN I8"ABOVE THE FLOOR SHALL BETEMPERED. 5.PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION. SIDELIGHTS SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT ADDITION TO EXISTING I� E MATERIAL. RESIDENTIAL STRUCTURE j 3 GRAVEL GARAGE COV.POR. , 44'-5" t Proposed Home for: 36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALLCOMPLY WITH CHAPTER 13 OF THE RCONYS. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE THE CONSTRUCTION TYPE 00 DRIVEWAY - I NEW YORK STATE DEPARTMENT OF HEALTH. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. DESIGNATIONSHALL V B O ❑ REHABILITATION TO EXISTING 11 ; DJ Custom. Homes 37. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(30TH VERTICAL AND HORIZONTAL)AND TO 6"D�' -I',"" " " " "" " RESIDENTIAL STRUCTURE E'eig'LP FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE AS PER SECTION R602.8 OF HEATING AND COOLING: REFLECTIVE INDICATE THE CONSTRUCTION #14 9 0 Kenney's Road THE RCONYS. MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION RION OF THE RCONYS. RED PANTONE CLASSIFICATION OF THE ( 1. PROVIDE FORCED HOT WATER BASEBOARD REATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR. STRUCTURE UNDER SECTION s'ex4'LP PLOT PLAN INFORMATION OBTAINED Southold NY 11763 (PMS)#187 �V TO BE CONSTRUCTED OR I I PLOT PLAN38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309OF THE RC'ONYS: OPENINGS BETWEEN THE GARAGE AND 602 OF THE BCNYS. FROM A SURVEY PREPARED BY 2. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. PERFORMED AT THE SUBJECT ""_ r " DONALD J.METZGER > RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE RATED DOOR ASSEMBLY EQUIPPED WITH ASELF-CLOSING DEVICE. DUCTS IN I I SCALE: 1 -40-0 Town O f Southold NIZ RELECTIVE PROPERTY REFERENCED � PECONIC SURVEYORS,P.C. THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE z DATED:FEBRUARY 1,2023 CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. WHERE PARTITIONS 3. COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. WHITE TO THE LOWER RIGHT WILL � AREA=82,573 SQ.FT. REVISED:MARCH 8,2023 R UTILIZE(CHECK EACH . County of Suffolk ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. `" ' \ 1/2"STROKE APPLICABLE LINE): 4 0 1.896 ACRES HAVE A 3/4 HOUR FIRE-RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE BOULDER o I .P RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER DF 5/8"THICK TYPE W'GYPSUM BOARD, SIGNS IDENTIFYING THE RETAINING o ELECTRICAL: x[p[ TRUSS TYPE WALL 11M ELEFATIONSARE 100 OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THERESIDENCE IS OTHERWISE PROTECTED BY 1 ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF THE RCONYS AND WITH THE NYS ENERGY CODE. EXI STIANCE OF TRUSS 1L�I CONSTRUCTION(TT) I REFEREBNCED TO I SCTM #: 1000 - 5 9 - 03 - 17.1 VERTICAL SEPARATIONS. DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALLNA REGULATIONS C405 OF THE NEW YORK STATE ENERGY CODE. X I 39. HABITABLE SPACES SHALL COMPLY WITH SECTION R303 OF THE RCONYS. COMPONENTS THAT ARE OF TRUSS CONSISTS OF A CIRCLE 6"IN PRE-ENGINEERED WOOD PIERS M CORNER 2. POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS, TYPE CONSTRUCTION DIAMETER, WITH A STROKE CONSTRUCTION(PIN) { ELEVATION I Cover Sheet 40. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. " TEST HOLE 29.6' AND ALL STATE AND LOCAL STANDARDS. WIDTH OF 1/2".THE SIGN ® 41 "F" FLOOR FRAMING, INCLUDING BACKGROUND SHALL BE ❑ EL.2s.0' 41. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. TIMBER CONSTRUCTION(TC) 1416.14' SITE WORK: 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. GIRDERS AND BEAMS -I N 410 57' 5 1 W - 175.O' - _ _� THE C CCTIVE WHITE IN COLOR. - - - - - - - - - - - - - - Keri Kazel Architecture 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES "R" ROOF FRAMINGTHE CICLE AND CONTENTS1. CLEAR�1ND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. SHALL BE REFLECTIVE RED IN IN THE FOLLOWING LOCATION(S) 2 Windemere Court "FR" FLOOR AND ROOF FRAMING COLOR CONFORMING TO CHECK ALL APPLICABLE): 2. LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED TREES ( ELEVATION P.O. Box 169 SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH I"OF TREE DIAMETER, I CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER PMS)#18 MATCHING SYSTEM 26.4' q EL 27.2' KE N N EY'S ROAD q EL 30.4' PUBLIC WATER IN STREET I INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. (PMS)#187.WHERE A SIGN IS FLOOR FRAMING, Speonk, NY 11972 SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTIO.N MATERIAL WITHIN BARRIER WILL BE PROHIBITED. THERE SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS.. 6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC...TO PROVIDE COMPLETE ❑OR SIDELIGHT, 1T MAY BE A DIRECTLY APPLIED TO A DOOR AND BEAMS(F)INCLUDING GIRDERS Phone: 631-874-2925 INSTALLATION. Fax: 631-874-7377 A, 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS. ENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN PERMANENT NON-FADING - - - - - - - - - - - - - - - - - - - SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. (U 7. ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WERE SHALL BE RUN IN CONDUIT. STICKER OR DECAL.SIGNS NOT ❑ ROOF FRAMING(R) lotr 100' 175 75 keri@kazelarchitects.com NG AND " " DIRECTLY APPLIED TO DOORS O 4. STEP E`INCOUN S,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN IO DRAWINGS OR 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12 AFF AND SWITCHES 42 AFF. OR SIDELIGHTS SHALL BE OF X ROOF FRAMING(R) � (DWELL Date: September 25 2023 WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. WELL I i l I , 9. LABEL PANEL BOARD OF ALL CIRCUITS. STURDY, NON-FADING, I I I I 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING WEATHER RESISTANT DWELLING DWELLING DWELLING DWELLING Date: July 20 2023 PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT. MATERIAL. SCTM 1000-59-7-14 I SCTM 1000-59-7-15 PUBLIC WATER PUBLIC WATER 7 WATERPROOFING, ADEQUATELY BRACE WALLS PRIOR TO BACKFILL. SCTM 1000-59-7-17.1 I SCTM 1000-59-7-18 Q As noted i 1. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED Scale: 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON IN THE CONSTRUCTION DOCUMENTS. - A I GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. Project-No. SYMBOL LEG END I-1 I I-1 I I-1 I I EARTH i // \\ I - t•sa'S V,,!r L:� „ POURED CONCRETE z I W U BLOCK 1 z _' / _ \ _' EXISTING STUD WALL 0 TO REMAIN / Wa-I \ W ���� o � A � EXISTING STUD WALL Q_ y� LL IP:11 H \�9 n TO BE REMOVED sC 40 o o 9-F 9FFT79- - - - - - - - -Ff 7--F - - - F r—�---7 NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. / M JOISTS JOISTS ABOVE W ll1 I 1 W W O.G. O O1 5 a � coca A5 SECTION / DETAIL o (q O O O e O © o � PROPOSED FIRST FLOOR ELEV: 32.5' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ PROPOSED FIRST FLOOR ELEV: 32.5' o Q S-1 A5 BUILDING SECTION AV RAGE GRADE LEV: 1.0' AVERAGE GRADE ELEV:31.0' --€�---- F - ---- --- ----- ------- ��— WINDOW 53'41"SETBACK FRONT ELEVATION THE SKY PLANE IS FORMED BY IMAGINARY LINES STARTING AT ALL PROPERTY LINES 2 PARALLEL OR ADJACENT TO THE BUILDING OR STRUCTURE AT 10 FEET ABOVE THE 44'-5"SETBACK or SCALE: 1/8"=V-0" AVERAGE ELEVATION OF THE NATURAL GRADE (PRIOR TO ANY GRADE ALTERATION - - - - - ELEMENTS ABOVE OR FILL)AND EXTENDING INWARD TOWARD THE CENTER OF THE LOT AT A 45°ANGLE. GIRDER/ HEADER ABOVE ® POST DOWN LILLIJL HIIIII IILIII fit if 111111 fill 11 It If till Lill If[[if If Lill 11 H 11 till \ INTERCONNECTED COMBINATION X%LSD SMOKE AND CARBONMONOXIDE Hill CO DETECTORS AS PER R314 OF THE RCONYS AND 915 OF THE IFCONYS LLLHI Hill z1 // it[in ILE Ill \\ 1W DAVID ROBERTS IS HEREBY GRANTED A ONE J TIME, NON TRANSFERABLE, NON-EXCLUSIVE, / 1111 It I I I 1 111111 Ij I I I I 1 11 it I it if 11 it It If If 11 ALICENSE TO BUILD THIS PLAN AND IS GIVEN af w / \ w THE RIGHT TO REPRODUCE THE DRAWINGS s a ONLY AS REQUIRED FOR SUCH CONSTRUCTION. � �',o PERMISSION IS ALSO GIVEN TO MODIFY THIS �A \C9 ° PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM COPYRIGHT ON THE ORIGINAL OR MODIFIED PLAN. THE MODIFIED PLANS SHALL REMAIN SUBJECT TO THE LICENSE AND MAY NOT BE SOLD, DISTRIBUTED OR OTHERWISE TRANSFERRED WITHOUT EXPRESS WRITTEN W W I W o CONSENT OF ADVANCED HOUSE PLANS. m ®® o m CONSTRUCTION LICENSE#AD138675 Q O O © © © Q O CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR O O MAINTAINING JOB SITE SAFETY DURING THIS PHASE Q _ PROPOSED FIRST FLOOR ELEV:32_5' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _PROPOSED FIRST FLOOR ELEV:32.5' Q OF WORK&SHALL COMPLY WITH ALL APPLICABLE 4- -�VE tom/ GE GLADE ELFV�31 0 ,_-��-_ - - - - - .- -��- - -, --,.��- -�,-�.-- -.�-.-.�-�-�_ -��-�- - - - - -th --------- ---��-�-----------`-�-�-.�AVERAGE GFZADiEiL�1 0,0 FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS RIGHT SIDE ELEVATION 295'-1j"SETBACK(N.T.S.) MATERIAL REMOVAL&DISPOSAL, 100- SETBACK THE CONTRACTOR SHALL INDEMNIFY&HOLD SCALE: 1/8"=1'-O" HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. / \ THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY / \ CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 11111 Bull Ili LLWI11 ]it flu THE ARCHITECT SHALL BE HELD HARMLESS BY ANY W Hill W AGENCY FOR ANY"ERRORS&OMISSIONS"ON _j / \ 1� THESE DOCUMENTS. Cr / _ \ THE CONTRACTOR IS SOLEY RESPONSIBLE FOR W �� \S a "METHODS&MEANS"OF CONSTRUCTION. THE � �P� -A ARCHITECT IS NOT RESPONSIBLE FOR FIELD 0- 011 © \� a SUPERVISION. 4S° 5j F01 973 © \I Ill fill 0111111111111 -(BRED ¢ 0 K 1—il ( ® © © O ace go Q � PROPOSED FIRST FLOOR ELEV:32.5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROPOSED FIRST FLOOR ELEV:32.51 Q_ AVERAGE GRADE ELEV 31.0' AVERAGE GL2�LLEVi31iQ� _1U143-� FOF NE��I 44'-5"SETBACK J REAR ELEVATION 53'-72'SETBACK SCALE: 1/8"=1'-0" Proposed Home for: 11 DJ Custom Homes 1111INIIII 1111 If lilt It Lill 11 RH ii-filill-11111 11if #1490 Kenney's Road Ill Ill Ill 11 Hit 11 HHIIjLILR=". ]fill Southold, NY 11763, // �, Town of Southold WI 1 J County of Suffolk 1,1114 ILL 11 PLO lilt If LLj — -- SCTM #: 1000 - 59 - 03 - 17.1 a IL�Q���� T 44D_ 0 450 C:/ E E �` � �5° Building Sky Plane Elevations 0 0 �I Keri Kazel, Architecture 2 Windemere Court 0 1 --1 -- 1 o P.O. Box 169 °m9 W 0 ® ® ® ® ® ® ® ® oog Speonk,NY 11972 a o O 0 ¢ Phone: 631-874-2925 ; 90 Fax: 631-874-7377b MU) d <t PROPOSED FIRST FLOOR ELEV: 32.5'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - RAz ------------------Y---------�.- - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROPOSED FIRST FLOOR ELEV: 32.-5' keri@kazelarchitects.com - VRGVERAGEQRADE0- A-2,L� EV:3 O Date: September 25, 2023 LEFT SIDE ELEVATION`" v Scale: As noted A8a 295'-14"SETBACK(N.T.S.) SCALE: 1/8"= V-0'" 100'-0" SETBACK Project No. 80'-7" SYMBOL LEGEND R317 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION '-0. 2'-0" 26'-0" 51'-7" WALL TO BE PRESSURE PRESERVATIVELY TREATED. 7011 _� =I I(=I I=I EARTH 1 11 3-4 , „ 3'�' I_ 11 11 I_ 11 ,_ 11 ,_ 11 1_ 11 I_ 1 ,_ „ I_ „ I1 1_ 11 R317.3.1 FASTENERS. FASTENERS FOR PRESSURE 3-0 M.O. 13-4 M.O. 3 0 2 1 0 10 10 1 10 10 9 1 10' 10 9 1 10 10'-9 1 10 =I I-1 l I=I PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD POURED CONCRETE SHALL BE OF HOT-DIPPED GALVANIZED STEEL, "BILCO"STAKWEL STAINLESS STEEL, SILICON BRONZE OR COPPER. EGRESS WINDOW OR H" CMU BLOCK WELL 5 MODULES EXCEPTION: ONE-HALF-INCH DIAMETER OR WITH STKWL-C EGRESS EXISTING STUD WALL GREATER STEEL BOLTS. WINDOW WELL COVER TO REMAIN SEE DETAIL THIS SHEET AO o A EXISTINGL--------� STUD WALL �:- - — - -- - - - - - - - - -- - - - - - — - - - - - - - - - - - _ TO BE REMOVED 0 0 0 .._ _1 , 1 _ 1 _ •'N WALLS,AND ALL NEW POURED CONCRETE FOUNDATION -•• - _ FOOTINGS TO HAVE A MINIMUM COMPRESSIVE STRENGTH „°..t.. - - - - _ - - _ _ - _ - - - - - - - - - _ m X OF 3,500 PSI AND SHALL BE AIR ENTRAINED.TOTAL AIR •- POURED CONCRETE HEADER _ S ALL @ 16 O.C. NEW 2x 4 R 2 6 I o — - - - - -� ;, I 9 9 I I � I I I I � STUD W #4STIRRUPS@6"FOR14" 1 ?. .. .,� - - - - - - - - - - - r'_ - - - - - - - - - - N CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL _ I - - - - -_ - - - - - - - �/ EACH END AND FIELD WITH I ,:.;. ... _ '` - - _ - - - _ _ - - - - _ T BE LESS THAN 5 PERCENT OR MORE THAN 4 2 DIA. P C "''` "' - =:; ,;;,: ;;: - -_ - - - - - - - _ - ' ' __ - - a - - -,,,::;,,.. Q - ;: ;� JOISTS No I �.3:a — -- — — — — — — - ' :r: JOISTS ABOVE - - - FILL&TAMP FOR r<;...}, :;,r.�•. � ":t I 7 PERCENT AS PER TABLE R402.2 OF THE RCONYS. SLEEVES THRU 2-#5 REBARS TOP&BOTTOM. _ _ EXTEND 14 MIN. PAST MASON Y T- 4 P.C. SLAB WITH FND.WALL I I - •� OPENING EACH SIDE. r -� I--1 BLUESTONE CAP L� `y �y ^-� I I I 11 - ,1 ABOVE �:,.-*.. .(J 5 SECTION / DETAIL 10 24-4 1 IIV-01110-10 2 8 2 m 10-9 m 2 I 8" 2 10'-9" 7" I 8" 17" 10'-9" 7" I 8" 17" A51 11 1 ,1 11 = 1 11 $- R401.4.1 GEOTECHNICAL EVALUATION. 'a ' ' I FILL&TAMP FOR M "' FILL&TAMP FOR FILL&TAMP FOR S-1 IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, I ?:. I io 4"P.C.SLAB WITH I L__ o —— — — — — _o _ _ J I io 4"P.C. SLAB WITH I I Zo 4"P.C. SLAB WITH I A5 BUILDING SECTION THE LOAD VALUES IN TABLE R401.4.1 SHALL ao I I I .:v 1 1 ' O = I m BLUESTONE CAP m I °' -.:;.:..:.:.:.. `�: io io 11 - ;;:rv-.., :,,:�. - �.,.: :;• ;-:. k..,:..• I BLUESTONE CAP I I BLUESTONE CAP 2 SLAB SEAT PRO BE ASSUMED. r I I o p o I f.,, t,;; VIDE .� r I ABOVE I ;�' I ABOVE I I ABOVE I SELF ADHERING PVC - - - -- - -- - - — .; 1 1,1 a r 1 J TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING I ( �:_ o I :N I 12-32 I0" = 11'-10" = 1 "' I 11'"92" I 8" I 11'-11" I g„ I FLASHING MEMBRANE - WINDOW VALUES OF FOUNDATION MATERIALS 1 :`. - - - - - _ _ --- - - ::; _ - BETWEEN WOOD AND it. _ CONCRETE� P ,1 - - - � ) - ... 4 DIA. STEEL LALLY COLUMN t (• ..r. - i. MATERIAL - `` ` '' - LA OF A I I CLASS PS F 11 I - ( ) 5- WIDE x 4 DEEP x - - -- - R _ _N x x 1 DEEP POU E _ _ _ I ELEMENTS ABOVE z 30 30 5 _ _ _ _ LOAD-BEARING PRESSURE 1, I I- - - - - -_ - - - - --- - - - - - - - - - - - - - .. ..................:... 9 HIGH BEAM POCKET. < : I CONCRETE FOOTINGS WITH —— — — — SAND, SILTY SAND, CLAYEY SAND WRAP GIRDER ENDS I I 3-#5 RE-BAR E.W. 1 1 I I - GIRDER / HEADER ABOVE WITH ICE&WEATHER 21_0111 ;` 11 1 5'-7 i 1_ 11 37'-2-11 SILTY GRAVEL AND CLAYEY GRAVEL 2,000 SHIELD. PROVIDE SLATE 110 12 6 12-6 2lo 7 6 2 (SW, SP, SM, SC, GM AND GC) _ I "'; 110" ONLY SHIMS IF REQUIRED o -1 SD STAIRWAY&HAN IL U) � I `= I - 1 s 1 „ 11 711 - -i- 311 �', `-y CO ' AS PER SECTION '�. J I I ® POST DOWN z: 3-14x11- LO I- - - -I 3-1 x11- LOW - � � 2-1-x11-' LVL l I s a B a s R311.7&R311.7.8 w �'- `� LVL GIRDER - I - I - LVL GIRDER - I - I STAIR TRI MER > OF THE RCONYS � j 1 .'s I INTERCONNECTED COMBINATION POURED CONCRETE HEADER I I r - - 1am� 1 " �1 ��l I I ,�xy�SD SMOKE AND CARBONMONOXIDE _J UP - CO DETECTORS AS PER R314 OF THE #4 STIRRUPS @ 6"FOR 14"EACH 0 16R �- 'a O r� I I RCONYS AND 915 OF THE IFCONYS END AND FIELD WITH 2-#5 REBARS I ` ' 4 4" 8" w _ _j w - ¢ cQ' "r l I;,� _.. o I- — — — -I O in ih ih TOP&BOTTOM. EXTEND 14 MIN. o m > . ; o o J �- _ - -� I- 1 PAST MASONRY OPENING EACH SIDE.- r I I m zo 2_� o I Jm� I- - -- i N O N N W H 1 I I DAVID ROBERTS IS HEREBY GRANTED A ONE 11 11 -�!.t, ,1 „ 1 11 r• , 11 , 11 I 11 1 6-7-11 ,` FILL&TAMP FOR 12" 12" 1 10 25'-0 2 O 5-1 - -7_6 18-7 2-0 2 I ''J 110 TIME, NON-TRANSFERABLE, NON-EXCLUSIVE, EGRE "STAKWEL 4"P.C.SLAB WITH " �- F 1 H.U. I :` `; I LICENSE TO BUILD THIS PLAN AND IS GIVEN EGRESS WINDOW I I :::: BLUESTONE CAP = _ � o .- _ 8-11 CLG. HT. � � � ?': L - - _- o o co a THE RIGHT TO REPRODUCE THE DRAWINGS WELL 5MODULES I Ncni i UNFINISHED =i ,11 ABOVE .- 5- WIDE x 4 DEEP zc z EGRESS ONLY A WITH STKWL C S S RE IRE 11 U DF.�,•� �:�' :� Q OR SUCH,- - CONSTR 7 I I ,..:3':::-•.•"_� = 13 HIGH BEAM P OG _ 'J r WINDOW WELL COVER - WRAP GIRDER ENDS PERMISSION IS ALSO GIVEN TO MODIFY THIS ao I 'f` :`= - - ----- -- - - -- - - - - -- - -- - - - = I r 7_1" r- - -� -1 1 4 P.C. SLAB — — — I I r- � � _ I 3 a'x 6"LO F � � � 3-13"x 1 'L' " <> = a 6 OW _ WITH ICE&WEATHER PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM L _ -�- � •�� 5-"WIDE x 4 DEEP x �•�� .- i I LVL GIRDER I I LVL GIRDER st _ - z ALL SIDES OF WINDOW - v ::, I I WELL TO BE 4"MIN. s> I I ' `'' _ - - - - -' - - - .N SHIELD. PROVI COPYRIGHT ON THE ORIGINAL OR MODIFIED 6z"HIGH BEAM POCKET. _ :;_' 3-2x 0 LOW I- — -I ih = DE SLATE " " ' ONLY SHIMS IF REQUIRED PLAN. THE MODIFIED PLANS SHALL REMAIN 12 12 1 8 1'- ��-� 11 0 •--iN I -' �' I ( _ ,:. WRAP GIRDER ENDS o x ' GIRD R I _ - " I I _ 2-4 DIA. STE L LA LY COLUMN L _ _ _ J 2-4 DIA. STEEL LALLY COLUMN SUBJECT TO THE LICENSE AND MAY NOT BE ABOVE FINAL GRADE. - �— I � I ;Y � O .,',��'_ SLOPE GRADE AWAY to N / WITH ICE&WEATHER r-iN 11 ,1 „ ( I ( I I I I I `' L - - I I I ON 30 x 46 x 1 DE P POURED ON 54 x 30 x 15 DEEP POURED O I .; I FROM WINDOW WELL. io in I SHIELD. PROVIDE SLATE I -1 - J L - CONCRETE F OTI GS WITH CONCRETE FO FOOTINGS WITH - I I SOLD, DISTRIBUTED OR OTHERWISE =III=I I I I I . 'r r.::. .-:: .... , — ONLY SHIMS IF REQUIRED I : :::-; __q;:, I ,,, 10"POURED CONCRETE TRANSFERRED WITHOUT EXPRESS WRITTEN 2"SLAB <_; #5 RE-BAR O. . E.W. #5 RE-BAR 8"O.C. E.W. o I ?' F' I I I L _ - @ z i @ 2 FOUNDATION WALL ON CONSENT OF ADVANCED HOUSE PLANS. x SEAT __ I I = _ � ^. 2x 12 P.T.WOOD -1 I I j = I I 20"x 10"P.C. FOOTINGS CONSTRUCTION LICENSE#AD138675 WINDOW BUCK _ - >�`'�' - ALL SIDES(fYP) - 00 '`='`, I I I �� O -'I (� t- I WITH 3-#5 RE-BARS IN _III—I o �• �- - - `' 1 I ::.r. in O "" " ^� I :'"` I _ BOTTOM WITH CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR :. :...., _ _ _ r.:'.•:.,r: `y:.. 21_c n ..J.;. J �� J J 1 1n a CT r:_ 1' > > 16-7- '`'' o WATERPROOFING. MAINTAINING JOB SITE SAFETY DURING THIS PHASE �— q iv '-0' '-01 1,:'';' 10" 22'-2" 2 -:... 110 5-1 7-6 18 7 2-0 2 I �,: 1101, , EGRESS WINDOW.SEE iv iv co iv - _ _ _ OF WORK&SHALL COMPLY WITH ALL APPLICABLE `o FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING III I I r R I _ - x I ``K I BUT NOT LIMITED TO BUILDING CODES OSHA WINDOW SCHEDULE. =� - _ -- �y4 8"CHEEK WALLS I I ' r) a' x x r� , a CLEAN FREE DRAINING �;� I I J F- GRAVEL AT LEAST 12"ALL — III==III=III-:- SLOPE DOWN 10 I r - - N .- I = I REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS SIDES FILL TO DEPTH I IIII=III=I '`}` _ = FOR EACH STEP I 1 I I �iN N I N r; MATERIAL REMOVAL&DISPOSAL. OF FOUNDATION FOOTING. - i III=III= =III=III= 3'-0" I 110" 22'-2" = 1 p�' 12'"2" -`t, 49'492" „ 1 + 110 THE CONTRACTOR SHALL INDEMNIFY&HOLD �+ �+ III—III—III—III—III I I HARMLESS THE OWNER,THE ARCHITECT,AND EGRESS WINDOW THEIR AGENTS&EMPLOYEES FROM AND AGAINST :... o _ _ I ;' I ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES WELL DETAIL 1 ► SLOPE SLAB DOWN L_ _ _ _ _ _ _ _ __ _ __� _ _ _ _ --- I ARISING OUT OF OR RESULTING FROM ANY OF THE I 2"TOWARD DOORS I ,W?_ - "-1 �- --- - - - - - - -- - - - - - - -- ---- - _ r= ITEM.-��:- vr: S LISTED ABOVE.1 it •r.' O E. SCALE: I - co "X. 1,1— - ='' THE CONTRACTOR SHALL VERIFY ALL FIELD 3'-0" I 1101, 22'-2" 2'-2 "` 1r0" 32 ` ' 110" 11'-10" 10(' �'; �1 2 8" 11'-11" 8" I CONDITIONS AND NOTIFY THE ARCHITECT OF ANY op CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE x . I I I I RESPONSIBLE O LE FOR FIELD MEASUREMENTS AS REQ'D. I °° i io io (0 2"SLAB SEAT PROVIDE F 1 I io io 1,1 I y�' r 1,� - - - - - - - - - - 11,1 I 111 io I I m I SELF ADHERING PVC THE ARCHITECT SHALL BE HELD HARMLESS BY ANY Cl) T-0" I 10" 24'-4" 1'-0(' 1'-01, 10'-101, 52 8" 82 = 10'-9" = 82 8" 52 10'-91, 7" 8" 7" 10'-9" 7" 8" 1op_ 01 7" FLASHING MEMBRANE AGENCY FOR ANY"ERRORS&OMISSIONS"ON ;.,. ro '`r I FILL&TAMP FOR I M FILL&TAMP FOR ih FILL&TAMP FOR FILL&TAMP FOR +'. BETWEEN WOOD AND THESE DOCUMENTS. AYf. 11 , 11 11 11 :l•:. GARAGE SLAB I '; L 4 P.C. SLAB WITH z:_ 4 P.C. SLAB WITH 1 'w 4 P.C.SLAB WITH I I 4 P.C.SLAB WITH I I CONCRETE(TYP) : BLUESTONE CAP Y. BLUESTONE CAP y BLUESTONE CAP - BLUESTONE CAP THE CONTRACTOR IS SOLEY RESPONSIBLE FOR ABOVE 21 METHODS&MEANS OF CONSTRUCTION. THE 4"P.C.SLAB I - ;1= >::; o ABOVE o a ABOVE +:' o ABOVE = I I I I o I '" - I o I I I I o 3,500 PSI CONC.MIN.WITH �:�= � ARCHITECT IS NOT RESPONSIBLE FOR FIELD I 5%TO 7%AIR ENTRAINMENT) I s' I SUPERVI SION. IS ON. co - - _ - - - - - - - - - - .rJ I - - I I I I - - - - - - - - - - - - _:. I DROP TOP OF DROP TOP OF WALL DOWN 14 - WALL DOWN 14 I _K N 1 FROM TOP N FROM TOP I N f OF WALL `� OF WALL 1'-0" 10'-101, V-10" 10'-9" 1'-10" 10'-91, 1'-10" 10'-91, 1'-101, 4�,?,ED Al�C, T-0" I 110" 24'-4" I 11011 51'-7" AN. k ��� I I � ++ SLOPE SLAB DOWN I I _ _ _ _ _ T 2"TOWARD DOORS bo 1 0 0 0 0 0 0,9743-� O 1 1 1 1 1 r I I I 19 OF NEB - o 0 N `:r__, s i: iV f. •Y. a:r ro e p os Home o r.-• t DJ Custom Homes TYPICAL SIDING #1490 Kenne 's Road WALL STRUCTURE Southold NY 11763 14'TIMBERSTRAND LSL RIM BOARD 3'-0" 26'-0" 51'-7" Town of Southold BETWEEN WOOD STRUCTURE 80'_7" County of Suffolk AND CONCRETE MASONRY TERRACE OVER SCTM #: 1000 - 59 - 03 - 17.1 STRUCTURAL POLY BASE FOUNDATION PLAN 4"P.C. SLAB WITH SCALE: 1/4" = 1'-0" Foundation Plan 6x6,8/8 W.W.M. FLOOR JOISTS OVER 6 MIL. POLY. VAPOR BARRIER Keri Kazel Architecture _4' OVER 6"CRUSHED ° COMPACTED GRAVEL. „ (3,500 PSI CONC. MIN. 2 Windemere Court ° WITH 5%TO 7%AIR P.O. Box 169 ENTRAINMENT) 5l8"DIA STEEL ANCHOR ° a 2"SLAB #4 REBAR DOWELS@ 48"O.C. Speon ,NY 11972 Phone: 631-874-2925 BOLTS MAX 37"O.C. ° SEAT AT 2"SLAB SEAT Fax: 631-874-7377 WITHIN 12"FROM 2-2x 6 P.T. SILL PLATES OVER keri@kazelarchitects.com ENDS OF EACH SILL ° - TERMITE SHIELD AND SILL SEAL PLATE PIECE. EXTEND ° N BOLTS MIN 7"INTO FND ° Date: July 20, 2023 &SECURE TO SILL W/ ° TYPICAL SLAB SEAT DETAIL 3,SQUARE WASHER AND ° ° Scale: As noted TIGHTENED NUT TO SCALE: 1"=1'-0" A2 EACH BOLT. Prod ect No. 80'-0" SYMBOL LEGEND 3'-0" 26'-0" 51'-0" III-1 EARTH '-0" 2'-0" 4'-9" i 7'-3" 11'-0" i 3'-0" 4" 12'-7" 12'-7" 12'-7" 12'-7" 4" I-1 I I-1 I I=1 I I 01 8x 8 R.S. POST ANCHORED POURED CONCRETE 4�-' M E E ,- TO FOUNDATION WITH - =f OR 8" CMU BLOCK RAISED CMU PIER WITH EXISTING STUD WALL 3-14'x 11g"CO LVL HEADER IN o o4=c. 0 o SYNTHETIC STONE VENEER - r---1 o M , �;� AND BLUESTONE CAP M TO REMAIN `" _ EXISTING STUD WALL HEADE WITH3-2x 10 HEADER WITH 3-2x 10 HEADER WITH 3-2x 10 HEADER WITH TO BE REMOVED 1-2x6PLATEA VE _ 1-2x 6 PLATE ABOVE - 1-2x 6 PLATE ABOVE -1-2x 6 PLATE ABOVEX. NEW 2x 4 OR 2x 6 o' 8'-6 " 52" 16'-1" 62„ 12'-72, o 025'-2-1„0 13'-2" 2 STUD WALL @ 16" O.C. 2 U 9'-1"CLG. HT. 6- 2"" � 6'-0" 6'-7" � 6'-7" 6,-0„ 12'-32" - -6'-1 1" 9'-l"CLG. HT. PRIMARY STUDY iv �iN L COVERED 2x 8 RAFTERS 2-2x 8 UNDER n w JOISTS16"O.G. JOISTS ABOVE BEDROOM VXI* PORCH 0° @ 16"O.C.WITH GABLE WALL ABOVE A iN � 0 3- 14"x 1-" EAD R _ (BLUE STONE) BEADED SOFFIT 5 SECTION DETAIL c� O - J I I L - o O i A5 T X'�SD �' 2x 8 NAILERpF =lc,4 N S DW Cl) E 0 2'TEMPERED FRAME-LESS 4EF r c_v CO - —� _ _ _ _ 2x 8 NAILER_ Ln GLASS DOOR AND PANELS ( 2x 6 CEILING - A51 BUILDING SECTION WITH TILE WALLS. cn 3-2x 10 HEADER 16,T 1 560 �• ;�,�" 3-14"x 118"LVL HEADER ( ) JOISTS @ 16 O.C. r IN H FLOOR JOISTS 1 O 1 1 1„ co O 1 <<X LSD 1 1 @ 16' O.C. 3- 14'x 16"UPSET 1, I WINDOW ..I '-0' 2'-0" 52' 6-1' m 32" 3'-4" 32 16'-1" 32' in 9'-4'. COLO _ _72 32�� FLUSH LVL HEADER 18-32 2'-7" 16'-7" 52' 'v �iz 14 X. 28x 7o - 10 _ 8 *18R 16"FLUS 9'-1"CLG. HT. _ LINE OF SECONE ELEMENTS ABOVE OPENING cn �crN M TRIMMER KITCHEN _bN I FLOOR ABOVE OX. _CLG.HT. DN I - GIRDER / HEADER ABOVE 1„ 1„ 1 1 1 1, 3 „ „ - 1V-31„ 31„ 1 „ 31 „ 510 8-2 L. PRIMARY 32 3'-7" 2 9'-10" 9'-l"CLG. HT. 32 (7 102� 9'-1" 2 3-3 MICF�O 2 2 2-0 2 16-7 2 BATH - CLG. HT. _ iROOM 13 11 NN CLOSET I LAUN `-c:i In _ I ® POST DOWN 2x 6 CEILING 1 12 m I co' ROOM 6 INTERCONNECTED COMBINATION JOISTS @ 16"O.C. o CO VENT DRYER I D W "' I O o, X%j SD SMOKE AND CARBONMONOXIDE 3-2x 10 HEADER WITH TO OUTSIDE - - - - - co O 'CO DETECTORS AS PER R314 OF THE 1-2x 6 PLATE ABOVE I o LINEN AIR : I 2-2x 10 HEADER TWO RCONYS AND 915 OF THE IFCONYS I EACH SIDE STORY w GREAT N •-�N r�, 1„ I , �N �' ti O I F ® I N ROOM DAVID ROBERTS IS HEREBY GRANTED A ONE r 22'-61" 5 EF 7-1Q1„ 31„ ih M �1,, N '-0' 2'-0" 2 2 - 2 2 - 2 T-2" 2 o TIME NON-TRANSFERABLE NON-EXCLUSIVE 'o, 2 SIDED FIREP CES 0 co 1 PLY FLOOR p M o I I ? G N LICENSE TO BUILD THIS PLAN AND IS GIVEN TRUSS UNDER 4' p O I DIRECT VENT PROPANE P � t i � THE RIGHT TO REPRODUCE THE DRAWINGS zo m CO RED POSTS ABOVE_ i ��/ �iN �iN X FIREPLACE BY H T-N-GLO ONLY AS REQUIRED FOR SUCH CONSTRUCTION. 7 M I MODEL: ESC-42S OR EQUAL ,;,� PERMISSION IS ALSO GIVEN TO MODIFY THIS "' INSTALL AS PER ANUF. i PO CH 1 1 1 1„ 1„ I i �, PLAN BUT NO PERMISSION IS GIVEN TO CLAIM 1'-4" 1'-8" 5-" 22'-6-" 5-�, 3- „ 3- ISLAND -� SPECIFICATION AND COPYRIGHT ON THE ORIGINAL OR MODIFIED 2 2 2 5-4 2 7-2 2 I- -6 ' _ _ - RECOMMENDATI DNS. PLAN. THE MODIFIED PLANS SHALL REMAIN SYNTHETIC STO E VENEER CD SUBJECT TO THE LICENSE AND MAY NOT BE co 9,-1„ -��', ;n 9'-1"CLG. HT. 1 PLY FLOOR r WITH BLUESTONEMANTLE N N �-N O CMUD SIN �iN WALK-IN TRUSS UNDERPOSTS ABOVE I N ' SOLD DISTRIBUTED OR OTHERWISE � I PANTRY LINE OF SECOND TRANSFERRED WITHOUT EXPRESS WRITTEN ROOM I FLOOR ABOVE CONSENT OF ADVANCED HOUSE PLANS. 8x 8 R.S. POST ANCHORED _ 9'-1�� �N TO FOUNDATION WITH 1„ ,_ 1„ 1 1 `_° 1N — CLG. HT. b 1„ I 1 CONSTRUCTION LICENSE#AD138675 5- 22 6- 5-" „31 - 321" — _, — —— [5111rn 6'- 1. „ , RAISED CMU PIER WITH T-0" 2 2 2 2 2 C) 5-4' 2 N 7'-0' 2 12-3' DINING 2 1 2 7 16'-T ie OE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR SYNTHETIC STONE VENEER w C O z ROOM 1 MAINTAINING JOB SITE SAFETY DURING THIS PHASE AND BLUESTONE CAP p �N io z I OF WORK&SHALL COMPLY WITH ALL APPLICABLE O _ „ _ = � 6 � CLG.HT, 1 1 °' I 3-14"x 16"UPSET r- FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING O FLUSH LVL HEADER I BUT NOT LIMITED TO BUILDING CODES, OSHA I > SEE GARAGE FIR _ _ _ BUTLERS I I i _ REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS -� SEPARATION WALL x 2x 6 CEILING s, 7,1 s„ 7, i DETAIL THIS SHEET. �,n ,n ,N PANT CV)R ��,N 3- 14' 118 LVL DER 3-14 x 118 LVL HEADER MATERIAL REMOVAL&DISPOSAL. JOISTS @ 16 O.C. - - - -�- - - - - THE CONTRACTOR SHALL INDEMNIFY&HOLD O O 1 1 1 1 2x 8 NAILER �!-N 2x 8 NAILE N 3-0 52" A 22'-6-„ 2'-6 [51„ 4, o-„ 5— �„ 12'-3 " G HARMLESS THE OWNER,THE ARCHITECT,AND " 2 2 2 BL. 5'-3" C �3' 2 12'-3" 2 _0 6'-0" 2 6'-11" THEIR AGENTS&EMPLOYEES FROM AND AGAINST zo o oN 3-14"x 118"LVL HEADER "' ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE JCOVERED ITEMS LISTED ABOVE. ao 00 M A O „ PORCH o 2x 8 RAFTERS 2-2x 8 UNDER °O q M 6-7" 6-7 0o ti Di? (BLUE STONE) @16"O.C.WITH GABLE WALL ABOVE ao THE CONTRACTOR SHALL VERIFY ALL FIELD 3'-0" 2�� 25'-1" 2 -��, 12'-72 , 13'-2" 25'-22" BEADED SOFFIT CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 16"TJI (560 FLOOR 3-2x 10 HEADERW1 10 1 d' ITH 3-2x 10 HEADER WITH 3-2x 10 HEADER WITH _3-2x 10 HEADER WITH RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 'v 1-2x 6 PLATE A VE 1-2x 6 PLATE ABOVE 1-2x 6 PLATE ABOVE 1-2x 6 PLATE ABOVE i - - - - - -�- - - - E3 - - - - THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON TWO CAR GARAGE !�:8x 8 R.S. POST ANCHORED THESE DOCUMENTS. �"TYPE"X"GYP. BD. TO FOUNDATION WITH io 8 S-1 RAISED CMU PIER WITH THE CONTRACTOR IS SOLEY RESPONSIBLE FOR ON WALLS&CLG.AS �ici A6 _ "METHODS&MEANS"OF CONSTRUCTION. THE N o SYNTHETIC STONE VENEER o PER SECTION R302.5 AND BLUESTONE CAP M N M N SUPERVISION. I N.NOT RESPONSIBLE FOR FIELD X. OF THE RCONYS N N 51 51 „ „ 3-0 2 25'-1" 2 4 12-7' 12'-7 12'-7 12-7' 4 tr tr W W - - d Q e, Q 0 0 0 0 0 LLI �T u] ' Cn in in in 'v 0 _j I O RED A J 1� C "Co ( \���CR� FN k F���F 1 x � S-2 S-2 C14l Q 9743-� y0 ' r�N ctA �104 A6 .l N A6 OF C\IE� O O LIE 5'-9" 7'-3" 7'-3" 5'-9" Proposed Home for: 3'-0" 26'-0" 51'-0" DJ Custom Homes 80'-0" #1490 Kenney's Road Southold, NY 117635 Town of Southold R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. County Of Suffolk FIRST FLOOR PLAN OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. TABLE R302.6 SCALE: 1/4"=1'-0" DWELLING-GARAGE SEPARATION SCTM #: 1000 - 59 - 03 - 17.1 R302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES GARAGE FIRE SEPARATION WALL SEPARATION MATERIAL First Floor Plan SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES(35 MM)IN THICKNESS, R302.6 OF THE RCONYS FROM THE RESIDENCE AND ATTICS NOT LESS THAN'-INCH GYPSUM ALL EXTERIOR HEADERS TO BE 3-2x 10 MIN. SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 13/8 INCHES(35 MM)THICK, PROVIDE ONE LAYER OF 5/8"THICK BOARD OR EQUIVALENT APPLIED ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. OR 20-MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF-CLOSING OR „ TYPE X'GWB ON THE GARAGE SIDE UNLESS OTHERWISE NOTED. AUTOMATIC-CLOSING DEVICE. OF THE WALL AND PROVIDE ONE TO THE GARAGE SIDE Keri Kazel Architecture LAYER OF 1/2"THICK TYPE"X"GWB � R302.5.2 DUCT PENETRATION. HOUSE SIDE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN s INCH TYPE X 2 Windemere Court ALL FRAMING LUMBER TO D. DOUG FIR#1 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE SHALL THE HOUSE SIDE. APPLICATION 1/2"TYPE"X" 5/8"TYPE"X" GYPSUM BOARD OR EQUIVALENT P.O. Box 169 UNLESS OTHERWISE NOTED. DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE(0.48 MM) SHALL BE IN ACCORDANCE WITH SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. SECTION R702.3(TYPICAL ALL WALLS Speonk,NY 11972 STRUCTURE(S)SUPPORTING FLOOR/CEILING NOT LESS THAN' INCH GYPSUM ALL DIMENSIONS ARE TAKEN THAT SEPARATE GARAGE AND HOUSE) 5-1/2"BATT INSUL. ASSEMBLIES USED FOR SEPARATION REQUIRED � Phone: 631-874-2925 FROM FACE OF STUDS(U.O.N.) R302.5.3 OTHER PENETRATIONS. BY THIS SECTION. BOARD OR EQUIVALENT Fax: 631-874-7377 PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11,ITEM 4. kerl@kaZelarChlteCtS.Com GE FIRE SEPARATION. 2x 6 STUD WALL NOT LESS THAN 2 INCH GYPSUM THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6.OPENINGS IN GARAGE @16"O.C. GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT. y BOARD OR EQUIVALENT APPLIED Date: Jul 20, 2023 WALLS SHALL COMPLY WITH SECTION R302.5.ATTACHMENT OF GYPSUM BOARD SHALL TO THE INTERIOR SIDE OF EXTERIOR COMPLY WITH TABLE R702.3.5.THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL WALLS THAT ARE WITHIN THIS AREA. Scale: As noted NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. Project NO. 77'-0" 01 26'-0" 51'-0" SYMBOL LEGEND 5'-72' 9,-91' 7'-72' 3,_0„ =1 11=1 I I-1 I I—I EARTH I-1 I I-1 I I-1 I I tFM POURED CONCRETE �LO 0 r=JN -JN 0 $"'z'n OR 8" CMU BLOCK qH �� s-� r---� EXISTING STUD WALL 0 EF _ O As TO REMAIN z w r� r, -- EXISTING STUD WALL 5� V-81" 3�" 27 "' 3�" a 12'-s1" 5�" J 4'-01„ LJ LJ LJ , 1„ L TO BE REMOVED --- 222 5'-1" 2 i� O 2 2 2 7'-2" 7'-2" 7'-2" 7'-2" 7'_2" 7'-2" 3-112oil 2x 6 CEILING o 0 NEW 2x 4 OR 2x 6 JOISTS @ 16"O.C. �_, STUD WALL @ 16" O.C. r JOISTS M 16-9" r3216 `� 8'-1"CLG. HT. iv BEDROOM #4 JOISTS ABOVE p r- - - - - - - - - - - - - - - - 52" p 32' 12'-s2' 52" I Y^5 A5 SECTION / DETAIL 54"x 22"PULL DOWN O O 1 O d O O O �M ATTIC STAIR. SEE <� SD �� BUILDING SECTION s o = OPENING NOTE THIS r X SIN 2 X 7 rIN r:IN -INt —IN -IN SIN SIN A5 c� tiN SHEET. �- CO 25 � in 'n OPENING :- 2-2x 8 UPSET �,N - --1- _-_ _-_ _ - - Q, a, a, 111 2- 14"x 14"UPSET — - WINDOW .•� O FLUSH HEADER r r _ — <� SD v v v III LVL HEADER. SET v ih `1 1CO V 2-2x 10 UPSET 1 BOTT @ 7'-6"A.F.F. — — — — — _IL — — --— J - FLUSH HEADER 1 I I SIN SIN — — — — — ELEMENTS ABOVE — 8'-1"CLG. HT. _ _ — = z p STAIRWAY&HANDRAIL o o E 1 _ BEDROOM #3 �=IN ,J AS PER SECTION in a, O SD " w IN I _ R311.7&R311.7.8 r x 23 21 - GIRDER / HEADER ABOVE 1 N 2x 6 CEILING -vCO CO 16 IN I I ti OF THE RCONYS JOISTS @ 16"O.C. �bN ow H L _ p N v� � 36"HIGH RAILING © POST DOWN �; BATH r o4'-. „ 0„3 , 1„ 2 R312 GUARDRAILS: PORCHES 1 1 „ m � p „ 1 CO 32 4'-7" 32 7 0�� EF 3- IN _ I BALCONIES AND STAIR 16-8 2 7 16'-7" 52 INTERCONNECTED COMBINATION _ —IN LANDINGS 30"ABOVE FLOOR SIN -1 r<X SD SMOKE AND CARBONMONOXIDE 1 CLG. HT. U__�104 "' y CO DETECTORS AS PER R314 OF THE OR GRADE TO BE INSTALLED CATHD'L CLG. � RCONYS AND 91 F 1 a, 11 WITH 36"HIGH RAILINGS, W 5 O THE IFCONYS LIN v o 17 ' _ 1 BALUSTERS NOT TO ALLOW UPPER o - p PASSAGE OF A SPHERE 4"OR GREAT ROOM Q — MORE IN DIAMETER. —°' — CEILING _ r'IN 8'-1"CL� HT. IN W 1" 3�"ice 7�-�" O oo ti DAVID ROBERTS IS HEREBY GRANTED A ONE I <� SD @ SOFFIT 20 ' =4' 1" 32 3'-1" 2 2 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— N — —j G o TIME, NON-TRANSFERABLE, NON-EXCLUSIVE, �xCO J 1 M MN EXPOSED RIDGE `� O N LICENSE TO BUILD THIS PLAN AND IS GIVEN 2-2x 8 PS I O x THE RIGHT TO REPRODUCE THE DRAWINGS BEAM ABOVE �� ONLY AS REQUIRED FOR SUCH CONSTRUCTION. t , FLUSH EADER SIN EXPOSED RIDGE r SET BO @ i � 18 y`CO "' RIDGE POST ABOVE BEAM ABOVE A PERMISSION IS ALSO GIVEN TO MODIFY THIS � 8-��IGH co VENT DRYER �-;" I TO OUTSIDE WOOD FRAME CHIMNEY PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM SLO ED 13-0' W SLOPED AIR CATHD'L CLG. CHASE WITH SYNTHETIC _ COPYRIGHT ON THE ORIGINAL OR MODIFIED L� CL . i LAT CLG. FLAT CLG. I CLG. Z 0 z O Q LOFT SIN STONE VENEER UP TO PLAN. THE MODIFIED PLANS SHALL REMAIN In M CEILING ALL SIDES SUBJECT TO THE LICENSE AND MAY NOT BE N I IN _, 0 9-1 CLG. HT. w ZD o) SOLD, DISTRIBUTED OR OTHERWISE C° I 2x 6 CEILING U BF-D ROOM #2 = aU _ N TRANSFERRED WITHOUT EXPRESS WRITTEN JOISTS @ 16"O.C. m `�' `� `!' _ _ CONSENT OF ADVANCED HOUSE PLANS. 1 SET BOTT. @ 1„cxv `f' O 1, ��'N 1 1 �bN CONSTRUCTION LICENSE#AD138675 2" 1 20,-22„ V-1"A.F.F. 32" 4'-7„ 32 O 4'-11" N 32 16'-4" 32„ 2,_0„ 31" o� 16'-7" 51„ OE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE 1 I' OF WORK&SHALL COMPLY WITH ALL APPLICABLE '-1 SLOPED SLOPED FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA 1 C HT 19 CEILING CEILING REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS 1 ICL Ir 1 t-N �=1N SIN -IN MATERIAL REMOVAL&DISPOSAL. lh = THE CONTRACTOR SHALL INDEMNIFY&HOLD r-LO O I min O O O O HARMLESS THE OWNER,THE ARCHITECT,AND I I 11'-2" ORMER WIDTH I `c THEIR AGENTS&EMPLOYEES FROM AND AGAINST _`? I 13'-0"VAULTED CLG. I WITH '-1"PLATE HT. 1 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE SIN I STUDIO -8'--1"—PLATE— — — — — — — — — — ITEMS LISTED ABOVE. PLATE HEIGHT HEIGHT THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE I 2x 10 HIGH CEILING RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.1 JOISTS @ 16"O.C. I _j L� L LJ L THE ARCHITECT SHALL BE HELD HARMLESS BY ANY TIE TO RIDGE I AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. I 1 S-1 THE CONTRACTOR IS SOLEY RESPONSIBLE FOR �N o A6 0 0 "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD N N N N SUPERVISION. SLO ED I 13'-0"HIGH 13'-0"HIGH I SLOI 3ED CL 3. I FLAT CLG. FLAT CLG. i CL 3. I 1 52„ 1 25'-1" 1 2 ��� WC. �gED A/�C, _J 1 0 9743 O� S-2 ( 3„ „ I S-2 O f OF N -2x 0 HEADER 3-14 x 118 LVL HEADER 3-2x 10 H DER A6 A6 �N 6-1 6-11' 6-11 6-1 4'_02„ 7-2 7-2 7-2 7-2 7-2 7-2" 3'-112" Proposed Home for: 26'_0" 01 511_0" DJ Custom Homes 77'4" #1490 Kenney's Road Southold, NY 117635 Town of Southold R807.1 ATTIC ACCESS. County of Suffolk SECOND FLOOR PLAN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SCALE: 1/4"=1'-O" SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT SCTM #: 1000 - 59 - 03 - 17.1 HAVE A VERTICAL HEIGHT OF 30 INCHES(762 MM)OR GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET(2.8 M2). Second Floor Plan THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF ALL EXTERIOR HEADERS TO BE 3-2x 10 MIN. THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE 1 ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. ROOF FRAMING MEMBERS. Kehl Ka.Zel Architecture OTHERWISE NOTED. THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES(559 MM BY 762 MM)AND SHALL BE 2 Windemere Court ALL FRAMING LUMBER DOUG FIR#1 LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE UNLESS OTHERWISE NOTED. P.O. Box 169 LOCATION.WHERE LOCATED IN A WALL,THE OPENING SHALL BE NOT LESS THAN 22 INCHES WIDE BY 30 INCHES HIGH(559 MM WIDE Speonk,NY 11972 I ALL DIMENSIONS ARE TAKEN BY 762 MM HIGH).WHERE THE ACCESS IS LOCATED IN A Phone: 631-874-2925 FROM FACE OF STUDS(U.O.N.) CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC Fax: 631-874-7377 SPACE SHALL BE 30 INCHES (762 MM)AT SOME POINT ABOVE keri@kazelarchitects.com THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN Date: July 20, 2023 ATTICS. Scale: As noted IA4 Project No. TYPICAL ROOF CONSTRUCTION: b _j = 35 YEAR ARCHITECTURAL ASPHALT SHINGLES SYMBOL LEG E N D 0 (COLOR: DETERMINED BY OWNER) Fq 15#ROOF FELT&ICE AND WEATHER SHIELD _ _ 1/2"PLYWOOD SHEATHING I I I-I I I=I I1=1 EARTH R-38 OPEN CELL SPRAY S-1 I=1 1=I I=1 R905.1.2 ICE BARRIERS. - - FOAM INSULATION(HOT ROOF) A6 IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE RAFTERS AS NOTED ��5:�-:=�;�:=�� ��:�:-; POURED CONCRETE FORMING ALONG THE EAVES CAUSING A BACKUP OF _ OR 8" CMU BLOCK WATER AS DESIGNATED IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, EXISTING STUD WALL METAL ROOF SHINGLES,MINERAL-SURFACED ROLL1 MM TO REMAIN ROOFING, SLATE AND SLATE-TYPE SHINGLES,WOOD 00 IJ� SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL _ - i° = 6" EXISTING STUD WALL CONSIST OF NOT FEWER THAN TWO LAYERS OF -8'-1"PLATE HT. O C=- J UNDERLAYMENT CEMENTED TOGETHER, OR A -FROM SECOND FLOOR = GABLE TO BE REMOVED SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET t11" w - t11" Ix co SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT O.H. O.H. r a O.H. AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF (9 1 wTIT IT ITW _ NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. SURFACES TO A POINT NOT LESS THAN 24 INCHES(610 (9 ALIGN FASCIA I I 8'-1"PLATE HT. - o) MM)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. I I BOARDS N FROM SECOND FLOOR p "iy�fl IFU" M I I I I I I I JotsTs JOISTS ABOVE ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS HORIZONTAL,THE ICE > BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 J r `� INCHES(914 MM)MEASURED AL014G THE ROOF SLOPE ¢_ �'fl' f U TIT IT R I F I I T IT � � � 117 F T �T U T T IF 11 � R A5 SECTION / DETAIL FROM THE EAVE EDGE OF THE BUILDING. , EXCEPTION: DETACHED ACC:ESSORYSTRUCTURES W � I 51 BUILDING SECTION NOT CONTAINING CONDITIONED FLOOR AREA. (0 m = < 0 TM cj TP 2 :10 RAFTERS @ 16"O.C.- -2x 10 RAFTERS im 1 I I- WINDOW - I }} - - -- - ELEMENTS ABOVE t : _ w - a ��1T�l ,. �. _ I GIRDER HEADER ABOVE O . ....... ... .............. ......... o O.H. -� !�� ...:I . gat - - - x PRE-FAB ALL FUEL I I N -:' ::... .. ........ .. .o ::::: :::. APPROVED CHIMNEY POST DOWN FROM FIRE HEATING UNIT BELOW INTERCONNECTED COMBINATION X%�SD SMOKE AND CARBONMONOXIDE � v 2x 12 RIDGE BEAM WITH 2x 12 RIDGE B M WI - CO DETE CTORS AS P ER R314 OF THE EA TH RCONYS AN D D 915 F T F O HEI CONY - 3" 7" S n 7n 3 12 2x f2 RIDGE.$EAM =: ::: 2x 12 RIDGE BEAM 3-14 x 11g LVL RIDGE GIRDER 3-14 x 11g LVL RIDGE GIRDER 2x 8 RAFTERS 16"O.C.---,-6� IIIIII � � IIII IIII I I DAVID ROBERTS IS HEREBY GRANTED A ONE ALIGN RIDGES_ :.:. .::::::::.::::::.. .. _ .:.- -..:. . .. I I J� I TIME NON-TRANSFERABLE, - _ LE, NON-EXCLUSIVE, GABLE WALLS PRE-FAB ALL FUEL w II I I LICENSE TO BUILD THIS PLAN AND IS GIVEN 3'-0" TO BE FULLY APPROVED CHIMNEY PORCH = �'� :E _:.; I FLASHED BOTH I I FROM FIRE PLACE BELOW THE RIGHT TO REPRODUCE THE DRAWINGS -' y- ` ` IDES(TYPICAL) ONLY AS REQUIRED FOR SUCH CONSTRUCTION. O.H. - o criAN :: I S (TY ) I o 6 ci PERMISSION IS ALSO GIVEN TO MODIFY THIS .- w. -� -2 10 E x I I 0 I I r O PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM I� N S O E 1 I COPYRIGHT ON THE ORIGINAL OR MODIFIED w --8-1 PLATE HT. � � I � A S C SI E I +I .- co Q o I FROM SECOND FLOORC I ILa @) PLAN. THE MODIFIED PLANS SHALL REMAIN c� II � N I( SUBJECT TO THE LICENSE AND MAY NOT BE wLi w 1_p SOLD, DISTRIBUTED OR OTHERWISE U_ o ( U- GABLE TRANSFERRED WITHOUT EXPRESS WRITTEN �- 2x 10 RAFTERS 9 +I 6" 9 O.H. CONSENT OF ADVANCED HOUSE PLANS. - @ 16"O.C. G L o B I I I I I o CONSTRUCTION LICENSE#AD138675 :: .. : 1 H. N .H I IcXi R905.2.6 ATTACHMENT.ASPHALT SHINGLES I I I I I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR SHALL HAVE THE MINIMUM NUMBER OF I I MAINTAINING JOB SITE SAFETY DURING THIS PHASE FASTENERS REQUIRED BY THE I I I OF WORK&SHALL COMPLY WITH ALL APPLICABLE MANUFACTURER'S APPROVED INSTALLATION I I I( I II FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING INSTRUCTIONS, BUT NOT LESS THAN FOUR - - _ _ _ ll �J_ �, _ ll _ �I BUT NOT LIMITED TO BUILDING CODES, OSHA FASTENERS PER STRIP SHINGLE OR TWO I REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS FASTENERS PER INDIVIDUAL SHINGLE.WHERE w MATERIAL REMOVAL&DISPOSAL. THE ROOF SLOPE EXCEEDS 21 UNITS I I v - = 8'-1"PLATE HT. o VERTICAL IN 12 UNITS HORIZONTAL(21:12, c� - p I 0 THE CONTRACTOR SHALL INDEMNIFY&HOLD 175-PERCENT SLOPE), SHINGLES SHALL BE LU ,� _ _ _ _ J FROM SECOND FLOOR = HARMLESS THE OWNER,THE ARCHITECT,AND 0 9-1 PLATE HT. INSTALLED IN ACCORDANCE WITH THE o FROM SECOND FLOOR Ua = THEIR AGENTS&EMPLOYEES FROM AND AGAINST MANUFACTURER'S APPROVED INSTALLATION � - ' 1, _ CD j v ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 2 2 i1'- D M R D H O w /"� 6" ARISING OUT OF OR RESULTING FROM ANY OF THE INSTRUCTIONS. 11 11 11 _ co a L) ILLGABLE ITEMS LISTED ABOVE. d ALIGN FASCIA o O.H. x BOARDS a o M THE CONTRACTOR SHALL VERIFY ALL FIELD o r-� N -1 CONDITIONS AND NOTIFY THE ARCHITECT OF ANY L �p L J J L CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 11 IN I A 11 11 RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. TYPICAL METAL ROOF CONSTRUCTION: THE ARCHITECT SHALL BE HELD HARMLESS BY ANY STANDING SEAM METAL ROOFING AGENCY FOR ANY"ERRORS&OMISSIONS"ON -8'-1"PLATE HT. S-1 (COLOR: DETERMINED BY OWNER) THESE DOCUMENTS. - -FROM SECOND FLOOR � A6 15#ROOF FELT&ICE AND WEATHER SHIELD 1/2"PLYWOOD SHEATHING THE CONTRACTOR IS SOLEY RESPONSIBLE FOR Ic � R-38 OPEN CELL SPRAY O WINDOW & GLASS DOOR SCHEDULE "METHODS&MEANS"OF CONSTRUCTION. THE FOAM INSULATION(HOT ROOF) EXCEPT AT PORCHES ARCHITECT IS NOT RESPONSIBLE FOR FIELD - RAFTERS AS NOTED SUPERVISION. t11" t11" W W ROUGH 1= w Q F= w I _ O.H. O.H. a OPENING w w w w w w ~ O DOOR SCHEDULE L) � (V.I.F.) wW Qw 00 J = }} i Cow Q W CO � (7 �U` W W F- Y (7 J Z W ~ 0 _ w w = W w W W Q 0 + 0 Z Q I 2x 10 RAFTERS @ 16"O.C. -2x 10 RAFTERS @ 16"O.C. z m Q U o g v v > Q Q w FLED q LOCATION N U Ca = U W O U) w O W O U) 0 = Cl) C=7 GJ�� �Cy/ �\ AN k F FIRST FLOOR A 3050 ANDERSEN 100 SERIES 3'-0" V-0" 6.38 5.79 32 2616 .30 .28 30/30 SEE 2 OVER 1 5 7'-4"HD. HT.FROM TOP OF CONC.IN GARAGE SINGLE HUNG-LOW E REMARKS T-0"HD. HT. FROM TOP OF SLAB IN BASEMENT(EGRESS) f / U. 1 FRONT ENTRY DOOR T-0"x T-0" RH THERMA-TRU SU EXTERIOR DOOR-FIBERGLASS 2x6 S-2 S-2 DOOR INSULATED WITH 2-V-6"x T-0"SIDELITES B 3070 JELD WEN-IWP AURORA(A5015) V-0" T-0" 13.8 .30 .30 30/30 T-0" 4 LITE ! .. SECURITY LOCK&DEAD BOLT 1 LEFT HAND SWING j A6 A6 FIBERGLASS SWINGING PATIO DOOR OR EQUAL 2 OVERHEAD GARAGE DOOR 8'-0"x 8'-0" OH VINYL DOOR iMTH 2x6 0 9743 SIDE MOUNT OPENERS WITH REMOTE T� C 3030 ANDERSEN 100 SERIES T-0" T-0" 5.94 .28 .26 30/30 SEE 4 LITE 13 6'-0"HD. HT. FROM TOP OF SECOND FLOOR OF N`G� AWNING-LOW E REMARKS T-0"HD. HT. FROM TOP OF FIRST FLOOR W 3 OVERHEAD GARAGE DOOR 8'-0'k 8'-0" OH VINYL DOOR WITH 2x6 o ro = SIDE MOUNT OPENERS WITH REMOTE D 4056-2 ANDERSEN 100 SERIES-DOUBLE V-0" 5'-6" 32.71 8.87 44 2916 .30 .28 30/30 T-0" 2 OVER 1 1 .- O SINGLE HUNG-LOW E 4 OVERHEAD GARAGE DOOR 16'-0"x 8'-0" OH VINYL DOOR WITH 2x6 HATCHED AREA INICATES AREA SIDE MOUNT OPENERS WITH REMOTE E 3056 ANDERSEN 100 SERIES T-O" 5'-6" 11.60 6.45 32 29 6 .30 .28 30/30 7'-0" 2 OVER 1 11 EGRESS ROOFPLAN OF ONE ROOF BUILT OVER ANOTHER 5 GARAGE DOOR 2'-8"x 7'-0" LH FIRE RATED SELF CLOSING,INSULATED 2x4 SINGLE HUNG-LOW E .= . =.. . LOWER ROOF TO BE BUILT FIRST Proposed Home for: SCALE: 1/4"=1'-0" 6 MUD ROOM CLOSET 5'-0"x T-0" DBL BALL CATCH 2x4 F 3056-2 ANDERSEN 100 SERIES-DOUBLE 6'-0" 5'-6" 23.19 6.45 32 296 .30 .28 30/30 7'-0" 2 OVER 1 4 EGRESS SINGLE HUNG-LOW E DJ Custom Homes 7 LAV 2'-4"x T-0" LH PRIVACY LOCK 2x4 8 BASEMENT STAIR 2'-6'k T-0" LH WEATHER STRIP 2c4 G 3056-3 ANDERSEN 100 SERIES-TRIPLE 9'-0" 5'-6" 34.79 6.45 32 29,16 .30 .28 30/30 7'-0" 2 OVER 1 3 SINGLE HUNG-LOW E #1490 Kenney's Road 9 LAUNDRY ROOM Z-8"xT-0" LH WEATHERSTRIP 2x4 Southold NY 11763 H 3040 ANDERSEN 100 SERIES 3'-0" 4'4" 8.38 6.79 238 4116 .27 .26 40/45 7'-0" 4 LITE 2 EGRESS-1 LEFT HAND SWING, 1 RIGHT HAND SWING 10 PRIMARY BEDROOM T-0"x T-0" LH PRIVACY LOCK 2x4 CASEMENT-LOW E 11 PRIMARY BEDROOM WICL 2'-4"x 7'-0" LH 2x4 J 3070 JELD WEN-IWP AURORA(A5015) T-0" 7'-0" 13.8 .30 .30 30/30 T-0" 4 LITE 1 RIGHT HAND SWING Town of Southold 12 LINEN 2'-6"x7'-0" LH 2x4 FIBERGLASS SWINGING PATIO DOOR County of Suffolk OR EQUAL 13 PRIMARY BATH 2'-4"x 7'-0" RH PRIVACY LOCK 2x4 14 PRIMARY BATH WATER CLOSET 2'-4"x T-0" LH PRIVACY LOCK 2x4 K 9070 JELD WEN-PREMIUM VINYL(V-4500) 9'-0" T-0" 41.4 .30 .30 30130 7'4" 4 LITE 1 3 PANEL SLIDING PATIO DOOR-LOW E SCTM #: 1000 - 59 - 03 - 17.1 15 STUDY 51-0"x T-0" DBL,PKT DOUBLE POCKET DOOR(HARDWARE,PRIVACY LOCK 2x6 OR EQUAL SECOND FLOOR L 4036-2 ANDERSEN 100 SERIES-DOUBLE V-0" T-6" 18.32 5.12 32 23 6 .30 .28 30/30 T-0" 2 OVER 1 1 Roof Plan 16 HALL CLOSET 3'-0"x 7'-0" DBL BALL CATCH 2x4 SINGLE HUNG-LOW E 17 LAUNDRY CLOSET 5'-0"x T-0" DBL BALL CATCH 2x4 M 2660-3 ANDERSEN 100 SERIES-TRIPLE T-6" 6'-0" 30.56 5.79 26 321fi .30 .28 30/30 7'-0" 2 OVER 1 2 TEMPERED,EGRESS Keri Kazel Architecture SINGLE HUNG-LOW E 18 BEDROOM#2 2'-6"x T-0" RH PRIVACY LOCK 2x4 , 19 BEDROOM#2 WICL 2'4'x T-0" LH 2c4 N 5046 ANDERSEN 100 SERIES 5'-0" 4'-6" 17.47 .30 .28 40/40 T-0" 4 LITE 1 TEMPERED 2 Windemere Court PICTURE-LOW E P.O. Box 169 20 STUDIO 2'-0"x T-0" RH PRIVACY LOCK 2x4 S eon NY 11972 P 2870 JELD WEN-IWP AURORA(A5015) 2'-8" 7'-0" 11.8 .30 .30 30/30 T-0" 4 LITE 1 LEFT HAND SWING p I 21 HALL BATH ROOM 2'-4"x T-0" LH PRIVACY LOCK 2x4 FIBERGLASS SWINGING PATIO DOOR Phone: 631-874-2925 22 BEDROOM#3 7-6"x 7'-0" RH PRIVACY LOCK 2x4 OR EQUAL Fax: 631-874-7377 23 BEDROOM#3 WICL 2'-4"x T-0" LH 2x4 Q 2030 ANDERSEN 100 SERIES 2'-0" 3'-0" 3.25 .30 .28 30/30 T-O" 2 OVER 1 1 keri@kazelarchitects.com SINGLE HUNG-LOW E -mi-lqq 24 BEDROOM#3 SHARED BATH 2'-4"x T-0" LH PRIVACY LOCK 2x4 Date: July 20, 2023 25 BEDROOM#4 2'-0"x 7'-0" RH PRIVACY LOCK 2x4 CONTRACTOR AND/OR WINDOW MANUFACTURER EGRESS WINDOW TO VERIFY ALL SIZES,MAKE,MODELS,ROUGH OPENINGS, THIS UNIT MUST MEET OR EXCEED: 26 BEDROOM#4 WICL 2'4'x T-0" LH 2x4 MASONRY OPENINGS,GRILL LAYOUTS AND QUANTITIES 1)CLEAR OPENABLE AREA OF 5.7 SQ.FT. Scale: As noted OF WINDOWS AND DOORS PRIOR TO PLACING ORDER. 2)CLEAR OPENABLE WIDTH OF 20" A5 27 BEDROOM#4 SHARED BATH 2'-4"x 7'-0" RH PRIVACY LOCK 2x4 3)CLEAR OPENABLE HEIGHT OF 24- Proj ect No. 2x 12 RIDGE BEAM WITH 3- 14"x 11a"LVL RIDGE GIRDER SYMBOL LEG EN D TYPICAL ROOF CONSTRUCTION: 2x 10 RAFTERS @ 16"O.C. 35 YEAR ARCHITECTURAL ASPHALT SHINGLES (COLOR: DETERMINED BY OWNER) iiii 2x 10 RAFTERS @ 16"O.C. if,TI I I=I =11 I EARTH 15#ROOF FELT&ICE AND WEATHER SHIELD AT BEDROOM#2 DORMER �_� �_� �_� 1/2"PLYWOOD SHEATHING 12 ii 12 BEYOND R-38t11� iii�tll SIMPSON H10S HURRICANE TIES `�`>`; =' ,=: POURED CONCRETE FOAMOPEN CELL SPRAY ii AT EACH RAFTER TO PLATE CONNECTION ' .h .?'T r'` OR 8" CMU BLOCK FOAM INSULATION(HOT ROOF) ii � �5;�=: A,��;:.: RAFTERS AS NOTED i i RAISED PLATE AT BEDROOM#2 EXISTING STUD WALL TYPICAL EXTERIOR ii 12 ±10 DORMER BEYOND TO REMAIN WALL CONSTRUCTION: i� PROVIDE EAVE BLOCKING ___ EXISTING STUD WALL BOARD&BATTEN SIDING ii —BETWEEN RAFTERS(TYP) --------� COLOR BY OWNER 2x 8 CEILING JOIST i TO BE REMOVED @ 16"O.C. OVER TYVEK HOUSE WRAP OR EQUAL STAIR BEYOND ii NEW 2x 4 OR 2x 6 PLYWOOD SHEATHING STUD WALL @ 16" O.C. R-19 BATT INSUL. (PICTURE FRAME AIR 2'G.W.B. ON WALLS iii AND CEILING(TYP) ii 1x 6 FASCIA BOARDS WITH SEAL TO MEET BLOWER DOOR REQM'T) r- -- --- - T.O. BEDRM#2 JOISTS JOISTS ABOVE 2x 6 STUDS @ 16 O.C. ———————————————————— UN-VENTED SOFFIT ----L------------------ ---- -- DORMER PLATE GYPSUM WALL BOARD OL --------- . - _ _ _ _ _ T.O.2ND FLR. P TE T.O.2ND FLR. PLATE 2 _ _ _ _ __ __________ I 2x 8 CEILING JOIST 5 SECTION DETAIL _ - n @ 16"O.C.AT BEDROOM#2 PROVIDE 6"BLIND A5 w 1_0 i I BEYOND. SET BOTT. @ 9'-1"A.F.F. ,- „ FLASHING AT ROOF of _ 2 1 0 = O O.H. CATHD'L CLG. l i O.H. O 00 S-1 � O t- i I AWNING WINDOW AND WALL INTERSECTION = LOFT I I ° = A5 p u. 0 , , 2x 8 NAILER w _ BUILDING SECTION z = i i 4'T&G SUB-FLOOR GLUED 2x 4 KNEE WALL TO z = _ O w i 1 AND NAILED(TYPICAL) UNDERSIDE OF O w g p �� WINDOW w ~ I I PORCH RAFTERS w g a co I I SIMPSON TB27 CROSS 12 I I BRIDGING @ 8'-0"MAX. a o� m - -- - - II ELEMENTS ABOVE M T.O.2ND FLR 6� i I 16"TJI (560) FLOOR 12 co UN-VENTED SOFFIT TO T.O.2ND FLR SUB-FLOOR - - - - _ I JOISTS @ 16"O.C. �6 UNDERSIDE OF RAFTERS SUB-FLOOR — — — — - GIRDER / HEADER ABOVE T.O. 1 ST FLR. PLATE - - - - - - _ -- __--_ -- _ - _ - - - - - T.O. 1 ST FLR. PLATE - 3-14"x 16"UPSET FLUSH LVL HEADER _ _ _ T.O. PORCH ® POST DOWN T.O. PORCH - - - WITH SIMPSON ITS3.56/16TQP-FLANGE PLATE PLATE „ I-JOIST HANGERS 3-2x 10 HEADER WITH 1-2x 6 G S _ 6 0 6 0 INTERCONNECTED COMBINATION PLATE ABOVE. PACK-OUT TO PORCH O.H. PORCH O.H. 0 �% SD SMOKE AND CARBONMONOXIDE 9'-1" 2x 6 CEILING JOISTS @ 16"O.C. COLUMN WIDTH p � i x � 0 H O x '�`'CO DETECTORS AS PER R314 OF THE _ = CLG. HT. WITH SIMPSON LUS26 FACE 6x 6 P.T. POST ANCHORED TO GIRDER WITH .j O 0 0 DINING MOUNT JOIST HANGERS 9'-l"CLG. HT. SIMPSON BC6 POST CAP.WRAP POST WITH U 0 � w RCONYS AND 915 OF THE IFCONYS H w a = ROOM 3 ,,, KITCHEN 1x 10 R.S. CEDAR ABOVE BLUESTONE CAP O = w w F- 3-1-"x 11- LVL HEADER a H a s 2"BLUESTONE CAP OVER 8"CMU - w r �- �` g DAVID ROBERTS IS HEREBY GRANTED A ONE n oo g SINGLE HUNG WINDOW BLOCK PIER WITH SYNTHETIC cog o- TIME, NON-TRANSFERABLE, NON-EXCLUSIVE, STONE VENEER LICENSE TO BUILD THIS PLAN AND IS GIVEN 4'T&G SUB-FLOOR GLUED T.O. 1ST FLR AND NAILED(TYPICAL) 6x 6 P.T. POST ANCHORED TO SLAB T.O. 1ST FLR THE RIGHT TO REPRODUCE THE DRAWINGS SUB-FLOOR WITH SIMPSON ABU66 POST BASE SUB-FLOOR ONLY AS REQUIRED FOR SUCH CONSTRUCTION. - - - - - - - - - - - PERMISSION IS ALSO GIVEN TO MODIFY THIS T.O_BSMT PLATE _ _ _ _ T.O. BSMT PLATE _ PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM < I SIMPSON TB27 --`� ~ COPYRIGHT ON THE ORIGINAL OR MODIFIED PROVIDE 2'GYPSUM WALLBOARD - _ CROSS BRIDGING PLAN.THE MODIFIED PLANS SHALL REMAIN -III—IIIIIIIII—III_ I—III- '`�`' `f I IIIII I MEMBRANE TO THE UNDERSIDE OF III—I _ _ _4"P.C. SLAB WITH 10/10, THE FLOOR FRAMING MEMBER AS @ 8 0 MAX. - _ "`'' ''Y = o z sx 6 W.W.M.WITH SUBJECT TO THE LICENSE AND MAY NOT BE x -IIIIII—IIIIII— -III— n —III—III �„ = SOLD, DISTRIBUTED OR OTHERWISE C`) I=III=IIIIII=III III=III :°r", ". I I=III=I I';';' PER SECT. R302.13 OF THE RCONYS. 11g TJI(560) FLOOR '=y, I I I I ,.;` ''_ _ I I_ -1 BLUESTONE CAP -:; :__ JOISTS @ 16 O.C. ;,- — I I —, TRANSFERRED WITHOUT EXPRESS WRITTEN y `��=1 I I- CONSENT OF ADVANCED HOUSE PLANS. IIIII—III—IIII III—III _ �=III=III=1 1=III=III=III=III=III1 I 3., 8-11 HIGH CLG. 1= I _— _ CONSTRUCTION LICENSE#ADI38675 3„ �„ 3-14 x 11a LOW 2 SLAB SEAT 3-14 x 11g LOW LVL HEADER UN-FINISHED ,- m -I I II I IIII—III—) I I—IIIIII—III—III ON 4"DIA.STEEL LALLY COLUMN LVL HEADER BASEMENT ;_}`: -I I I 2-2x 6 P.T.SILL PLATES WITH SILL SEAL m _ I=I I III=III=III- AND TERMITE SHIELD(TYP) - CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR -III—III—III—III—III—III—III—III—I I ON 30'x 30 x 15 DEEP POURED MAINTAINING JOB SITE SAFETY DURING THIS PHASE 1-III=III=IIIIII=III=IIIIII=III =: CONCRETE FOOTINGS WITH =III=1 =III=III- 00 oo OF WORK&SHALL COMPLY WITH ALL APPLICABLE —III III—III III—I I I—I I I—III—I I f 3-#5 RE-BAR E.W. (R-11)DRAPED BATT INSULATION :;Y _ 5/8 DIA STEEL ANCHOR BOLTS MAX 37' O.C. _ _ FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING OVER EXPOSED FOUNDATION WALLS WITHIN 12"FROM ENDS OF EACH SILL PLATE LINE OF BSMT SLAB -III=IIIIII )II=III _ = —III=III= PIECE. EXTEND BOLTS MIN 7"INTO FND& LINE OF BSMT SLAB ED TO BUILDING CODES, OSHA :: BUT NOT LIMIT — - - - - - REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS _ SECURE TO SILL W/ 3"SQUARE WASHER 1=IIIIII1 I I :` -III=1 I—III=1 I=1 I I 1=III=III=IIII IIII.I I—III=III=III=III1 I=III=III=III=III _. .4.;. ...I I I—I 11- AND TIGHTENED NUT TO EACH BOLT. MATERIAL REMOVAL&DISPOSAL. TABLE P3201.7 BUILDING SECTION: S-1 -III EI I I=III=III—III—III—I I I=I I I—I I I—I I I—( I I III III I I I�t�I--�fI-�I I I III III=III=III=III=III III=III=III=III=III=III= THE CONTRACTOR SHALL INDEMNIFY&HOLD SIZE OF TRAPS FOR PLUMBING FIXTURES I=III—III=III=III=III III III=III III=1 i t—I I [Ed I I=III=1 11=III=III=1 ( I I I=I I I=I I =III=III=III=I I I=I I I=1 I I=I 111 I IF HARMLESS THE OWNER,THE ARCHITECT,AND TRAP SIZE SCALE: 1/4"=1'-0" III _I I I I III I I I I I I I I I I I I I I III I I I III I I I III I I I I I I I I II I I I I I I I I I I I III I I I III I I I I I I I I I III I I I III I I III I I I III I I I III I I I III I I I I I I I I I III I I I I I I I I I III I I I III I I I III I ' 'III- WALLOON 20"xURED �0"PRC FOOT NGSETE TWITH ION THEIR AGENTS&EMPLOYEES FROM AND AGAINST PLUMBING FIXTURE MINIMUM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES (INCHES) 3-#5 RE-BARS IN BOTTOM WITH ARISING OUT OF OR RESULTING FROM ANY OF THE WATERPROOFING ITEMS LISTED ABOVE. BATHTUB(WITH OR WITHOUT TEMPORARY WALL BRACING NOTE: SHOWER HEAD AND/OR 12 WALLS TO BE BRACED DURING CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL FIELD WHIRLPOOL ATTACHMENTS) TO PREVENT BOWING OF TOP PLATES. DO NOT — 3-14'x 14"LVL RIDGE GIRDER CONDITIONS AND NOTIFY THE ARCHITECT OF ANY REMOVE BRACES UNTIL WALLS AND ROOF ARE CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE BIDET 14 FULLY SHEATHED. -- 2x 4 RIDGE TIES @ 16"O.C. RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. CLOTHES WASHER STANDPIPE 2 2x 10 RAFTERS @ 16"O.C. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY DISHWASHER(ON SEPARATE TR/>P) 12 SECTION P 1303 VENT TERMINALS AGENCY FOR ANY"ERRORS&OMISSIONS"ON 2x 10 HIGH CEILING THESE DOCUMENTS. 12 12 JOISTS @ 16 O.C. FLOOR DRAIN 2THE P3103.1 ROOF EXTENSION. 121 �12 CONTRACTOR IS SOLEY RESPONSIBLE FOR KITCHEN SINK(ONE OR TWO TRAPS, OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE "METHODS&MEANS"OF CONSTRUCTION. THE WITH OR WITHOUT DISHWASHER AND 1Z TERMINATED NOT LESS THAN 6 INCHES (152 MM)ABOVE THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD TYPICAL ROOF CONSTRUCTION: SUPERVISION. FOOD WASTE DISPOSER) ROOF OR 6 INCHES (152 MM)ABOVE THE ANTICIPATED SNOW 35 YEAR ARCHITECTURAL ASPHALT SHINGLES ACCUMULATION, WHICHEVER IS GREATER.WHERE A ROOF IS (COLOR: DETERMINED BY OWNER) LAUNDRY TUB(ONE OR MORE 1 TO BE USED FOR ASSEMBLY AS A PROMENADE, COMPARTMENTS) 1Z 15#ROOF FELT&ICE AND WEATHER SHIELD OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR 1/2"PLYWOOD SHEATHING LAVATORY 14 PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LESS R-38 OPEN CELL SPRAY THAN 7 FEET(2134 MM)ABOVE THE ROOF. FOAM INSULATION(HOT ROOF) -(�CRED ABC SHOWER(BASED ON THE TOTAL FLOW RAFTERS AS NOTED AT EACHPSON AFT10S HURRICANE TIES RATE THROUGH SHOWERHEADS AND P3103.2 FROST CLOSURE. AT EACH RAFTER TO PLATE CONNECTION BODYSPRAYS) WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN 2'G.W.B. ON WALLS PROVIDE EAVE BLOCKING FLOW RATE: 1 TEMPERATURE IS 0°F (-18°C) OR LESS, VENT EXTENSIONS AND CEILING(TYP) BETWEEN RAFTERS(TYP) ' �k 5.7 GPM AND LESS 12 T.O. FLR. PLATE - - - _ - - - T.O. ND FLR.PLATE a THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 - - - - - MORE THAN 5.7 GPM UP TO 12.3 GPM 2 INCHES (76 MM) IN DIAMETER.ANY INCREASE IN THE SIZE OF TYPICAL EXTERIOR - I 6 FASCIA BOARDS WITH MORE THAN 12.3 GPM UP TO 25.8 GPM 3 U UN-VENTED SOFFIT 0 1 THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM) WALL CONSTRUCTION: t11 F- 13'-0" 11 of )`` �9743- O MORE THAN 25.8 GPM UP TO 55.6 GPM 4 LL INSIDE THE THERMAL ENVELOPE OF THE BUILDING. O O.H. O.H. O p Nl BOARD&BATTEN SIDING O VAULTED CLG. p F NE 0 COLOR BY OWNER - LOFT U_ _ 0 w TYVEK HOUSE WRAP OR EQUAL 9 3"T&G SUB-FLOOR GLUED O ow O w 2'PLYWOOD SHEATHING AND NAILED(TYPICAL) O w 4"V 4"V I y 4"V w F- R-19 BATT INSUL. (PICTURE FRAME AIR W 5 U g SEAL TO MEET BLOWER DOOR REQM'T) SIMPSON TB27 CROSS g J I 2x 6 STUDS @ 16"'O.C. BRIDGING @ 8'-0"MAX. `T n Proposed Home for: SHARED BATH _ - - 1"GYPSUM WALL BOARD °D p — I HALL BATH- 3,;V- - -I-- I ( T.O.2ND FLR _ _ ._ - -- -- -" - - I I I T.O.T�0.2NDFLR 16"TJI(560)FLOOR - - _ I SUB-FLOOR JOISTS @ 16"O.C. SUB-FLOOR DJ Custom Homes /4"V 1 11/4"V 1 h/4"V I V 31 V 1 ii/4"V 1 II/4"V 2'I V 3 V I —T.O. 1ST FLR. PLATE - - - - T.O. 1ST FLR. PLATE #1490 Kenney's Road CLOSED CELL SPRAY Southold, NY 117631 FOAM INSULATION IN II I TUe I I TUe I FLOOR SYSTEM ABOVE Town of Southold 2ND FLR 1 4 W 1 4 W rw 1 4 w I 2ND FLR °0 = GARAGE(TYPICAL) County of Suffolk o = NCO I CO w TWO CAR 8"TYPE"X"GYP. BD. w - 3"V_ 4" I 4" I C0 GARAGE ON WALLS&CLG.AS U) _ T co 4^s I PER SECTION R302.5 �_ SCTM #: 1000 - 59 - 03 - 17.1 I I' _ CO 4^� � — _ OF THE RCONYS w I I PRIMAR — � - - - - - ry = g = BATH I I I — — — I KITCHEN a °' a Building Sections I I -� I °' ; PROVIDE FIRE BLOCKING 111/4"V 111/4"V 1I1/4"V 2"IV I I 1 1/4"V IN ALL WALLS OVER 8'-0" LAUNDRY I 111/4"V iv LAV I KITCHEN T�O. 1ST FLR - - - T.O. 1 ST FLR SUB-FLOOR 4"P.C.SLAB _ SUB-FLOOR Keri Kazel, Architecture I ROOM VIVASHER SINK W/ - - - - - - - - (3 T PSI CONC.MIN.WITH 2 Windemere Court I I I 4 s DW HOOK 2x 6 P.T.SILL PLATES WITH SILL SEAL SHVM I TUs UP 5/o TO 7/o AIR ENTRAINMENT) AND TERMITE SHIELD(TYP) 1ST FLR 1ST FLRtv: P.O.., ; OX 16 4k 5/8"DIA STEEL ANCHOR BOLTS MAX 37 O.C. 1 /a"w rw 1 /a"w a"w 11rz"w III_ III=III '`_ _ — _ _ _ _ _�, _ _ _ _ — _ _ _ Speonk,NY 11972 1 1/2"w 1 1/2"w a"s cow o z- t;` _ �.:— o z WITHIN 12"FROM ENDS OF EACH SILL PLATE Phone: 631-874-2925 c° w °° BUILDING SECTION: S-2 ( I II ' -1 I I-1 I I-1 I I-1 I I1 1 11 1 11 I I-1 1 11 I I1 1 11 1 11 I -1 I I-1 I I-1 I I-1 I I ° - I - - 4" M Z - M 2- PIECE. EXTEND BOLTS MIN 7 INTO FND& Co 4"S Co�- 4"S i III—�I tr, r —III III III I I I—III—III—I I I—III—IIIIIIIIIIIIIII—III—III— _ III- SECURE TO SILL W/ 3"SQUARE WASHER Fax: 631 874 7377 co 4"S SEPTIC C SYSTEM SCALE: 1/4"=1'-0° I _ i—IIIIIIIII=III—III—III—III=III—III—III=III—III—III=III=III s _ -I AND TIGHTENED NUT TO EACH BOLT. keri@kazelarchitects.com —III—III III—IIIIIIIII—IIIIII—IIIIIIIII—III—III—III—III—III—IIIIII—IIIIIII I - =III III— III—III III—III—III=III=III—III—III III III III III—III—III=III=1 —III— 10"POURED CONCRETE FOUNDATION Date: July 20 2023 PLUMBING RISER DIAGRAM —III=III=III=III III—III=III—III—III—III—III—III III—III III—III—III—I I I—I I I- WALL ON 20"x 10"P.C. FOOTINGS WITH SCALE: NTs = I=III= 1 1= I I=III=III=III=III III III-III-1 I—� I ►_� 3-#5 RE-BARS IN BOTTOM WITH Scale: As noted WATERPROOFING Project No. A6 , TYPICAL ROOF CONSTRUCTION: SYMBOL LEGEND iv 35 YEAR ARCHITECTURAL ASPHALT SHINGLES I II- -11171 X. (COLOR: DETERMINED BY OWNER) II I II I E I)if, II I I EARTH 1x 8 FASCIA BOARDS I I I I f 11 11 ll 15#ROOF FELT&ICE AND WEATHER SHIELD I ll 1/2"PLYWOOD SHEATHING POURED CONCRETE WITH 1x 2 TRIM OVER 11 I II II_� R-38 OPEN CELL SPRAY ' OR 8�� CMU BLOCK FOAM INSULATION(HOT ROOF) `•�'=...�°='�' '=%-'�� I 6 FRIEZE BOARDS �ll RAFTERS AS NOTED EXISTING STUD WALL I1�11111 ll TO REMAIN TYPICAL EXTERIOR _ WALL CONSTRUCTION: STUD BOA RD&BATTEN SIDING UI I ILL � L � EXISTING BEG REMOVED COLOR BY OWNER 1 I ILL l U��� Ll NEW 2x 4 OR 2x 6 1 1TYVEK HOUSE WRAP OR EQUAL z PLYWOOD SHEATHING l u l 1 STUD WALL @ 16" O.C. 1 R-19 BAIT INSUL. (PICTURE FRAME AIR SEAL TO MEET BLOWER DOOR REQM'1) 1x 6 FASCIA BOARDS WITH JOISTS JOISTS ABOVE 161, 2x 6 STUDS @ 16"O.C. 11 5"WHITE BAKED ENAMEL K-STYLE T.O. BEDRM#2 2'GYPSUM WALL BOARD T.O. BEDRM#2 5 Ll_ll_1L1 GUTTERS AND 4"LEADERS TO 4"SDR 1L I l�W PIPE TO APPROVED DRYWELLS SECTION / DETAIL DORMER PLATE - _ - - - - - - L _IL - - - _ DORMER PLATE - A5 _ _ 1x 6 FRIEZE BOARDS T.O.2_ND FLR.. PLATE _ _ _ - - - _ _ _ _ T.O.2ND_FLR. P ATE = w 4"CORNER BOARDS w 51� � BUILDING SECTION _ o 6"BLIND FLASHING AT ROOF O X O w w p O F- 4"WINDOW TRIM AND WALL INTERSECTIONS O 0 xcv � _ -1 = Cq p OW w p w = TYPICAL METAL ROOF p w O zw 1x10TRIM HO HO z a � w w = BETWEEN 0 0 OC OC = CONSTRUCTION: O W g o = _ _ _ = ELEMENTS ABOVE w g O O O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = STANDING SEAM METAL ROOFING w g a b WINDOWS F F F b (COLOR: DETERMINED BY OWNER) a w v �' a 15#ROOF FELT&ICE AND WEATHER SHIELD �' 0 - GIRDER / HEADER ABOVE °O 1/2"PLYWOOD SHEATHING T.O.2ND FLR 00 T.O.2ND FLR SUB-FLOOR RAFTERS AS NOTED SUB-FLOOR — — — — — — — — — — — — — — — — — — — — — — — ® POST DOWN T.O_1ST FLR.PLATE - - - - _ _ - - - - - _ _ - _ - - - T.O. 1ST FLR.PLATE - INTERCONNECTED COMBINATION qV EH �� SD SMOKE AND CARBONMONOXIDE T.O. PORCH T.O. PORCH r x PLATE - - - - - - - - - - - - - - - - PLATE - CO DETECTORS AS PER R314 OF THE RCONYS AND 915 OF THE IFCONYS o = 8x 8 R.S. POST ON 0 ~ F- RAISED PIER WITH � O = 11 _ = g w = _ DAVID ROBERTS IS HEREBY GRANTED A ONE w U C9 F- OC SYNTHETIC STONE VENEER c) 0 w 0 � w_ w = AND BLUESTONE CAP I'- x TIME, NON-TRANSFERABLE, NON-EXCLUSIVE, a = " v o a = LICENSE TO BUILD THIS PLAN AND IS GIVEN g II.-: FL o _ g THE RIGHT TO REPRODUCE THE DRAWINGS a ao a p � O OG " g a ONLY AS REQUIRED FOR SUCH CONSTRUCTION. x 0 O O AO OB " a PERMISSION IS ALSO GIVEN TO MODIFY THIS o T.O. 1ST FLR PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM T.O. 1ST FLR _ _ _ _ _ _ _ SUB-FLOOR COPYRIGHT ON THE ORIGINAL OR MODIFIED U -FL t— — — — — — — — — PLAN. THE MODIFIED PLANS SHALL REMAIN SUBJECT TO THE LICENSE AND MAY NOT BE SOLD, DISTRIBUTED OR OTHERWISE TRANSFERRED WITHOUT EXPRESS WRITTEN SYNTHETIC STONE VENEER CONSENT OF ADVANCED HOUSE PLANS. AND BLUESTONE CAP AT CONSTRUCTION LICENSE#ADI38675 PORCHES ONLY FRONT ELEVATION CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE SCALE: 1/4"=1'-0" OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD GABLE WALLS HARMLESS THE OWNER,THE ARCHITECT,AND TO BE FULLY THEIR AGENTS&EMPLOYEES FROM AND AGAINST FLASHED BOTH o TYPICAL ROOF CONSTRUCTION: ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES SIDES(TYPICAL) iv 35 YEAR ARCHITECTURAL ASPHALT SHINGLES ARISING OUT OF OR RESULTING FROM ANY OF THE \ _ (COLOR: DETERMINED BY OWNER) ITEMS LISTED ABOVE. 15#ROOF FELT&ICE AND WEATHER SHIELD -ILLILLLIL I�11 LEI I I I i IILLMILLU 1/2"PLYWOOD SHEATHING THE CONTRACTOR SHALL VERIFY ALL FIELD R-38 OPEN CELL SPRAY CONDITIONS AND NOTIFY THE ARCHITECT OF ANY fill I FOAM-LLB--LI INSULATION (HOT ROOF) CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RAFTERS RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 11 llLj THE ARCHITECT SHALL BE HELD HARMLESS BY ANY I jj-H AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. LLJ THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE JLHM. _ J 11 [LII u 11 I�u u ARCHITECT IS NOT RESPONSIBLE FOR FIELD LtH SUPERVISION. 1x 6 FASCIA BOARDS WITH 5"WHITE BAKED ENAMEL K-STYLE T.O. BEDRM#2 Ll GUTTERS AND 4"LEADERS TO 4"SDR T.O. BEDRM#2 DORMER PLATE- _ - _ - - - - -u u Y- - - - - LL - PIPE TO APPROVED DRYWELLS - - DORMER PLATE - RED OIL q T.O.2ND FLR. PLATE _ - _ _ _ _ _ _ 1x 6 FRIEZE BOARDS _ _ T.O.2ND FLR. P ATE �\5'( �\ AN RCy/� E- of w TYPICAL EXTERIOR w w iIx _ w 1: 0 O O WALL CONSTRUCTION: O 0 O 4 w w p of-- BOARD&BATTEN SIDING O F- w p 1 r. •. i O = N -j x 4 CORNER BOARDS -1 _ = N p w * w c� COLOR BY OWNER w c� w �- o: g o o = �TYVEK HOUSE WRAP OR EQUAL o z = g o T, p yU� a. O v w z PLYWOOD SHEATHING = 6 BLIND FLASHING AT ROOF w a 00 ,J �OF N��} - g R-19 GATT INSUL. (PICTURE FRAME AIR O o O O AND WALL INTERSECTIONS g w p r> a, m a SEAL TO MEET BLOWER DOOR REQM'T) Co ;r -1 2x 6 STUDS @ 16"O.C. ~ 1x 8 FASCIA BOARDS a CD T.O.2ND FLR 2"GYPSUM WALL BOARD WITH 1x 2 TRIM OVER T.O.2ND FLR SUB-FLOOR _ _ _ _ _ _ _ _ _ _ SUB-FLOOR 1 x 6 FRIEZE BOARDS T.O. 1ST FLR. PLATE _ _ _ _ _ _ _ _ _ T.O. 1ST FLR. PLATE Proposed Home for: PLATE PORCH T.O. DJ Custom Homes p 8x 8 R.S. POST ON 0 _ #1490 Kenney's Road O = F- RAISED PIER WITH ~ O Southold NY 11763 w v 0 H SYNTHETIC STONE VENEER 00 w w � � W �O _ a AND BLUESTONE CAP 0 = W Town of Southold F- w �_ z a w g County of Suffolk a co O2 U EO oLj O EO J ao g a rn a = 0 O F- O a rn O T.O. 1ST FLR -41 SCTM #: 1000 - 59 - 03 - 17.1 _ T.O. 1 ST FLR_ ~ SUB-FLOOR SUB-f=LOOR - - - - - - - - - - - - - - - - - - - - Building Elevations SYNTHETIC STONE VENEER Keri Kazel, Architecture AND BLUESTONE CAP AT 2 Windemere Court PORCHES ONLY P.O. Box 169 RIGHT SIDE ELEVATION Speonk,NY 11972 SCALE: 1/4"=l'-0" Phone: 631-874-2925 Fax: 631-874-7377 �- keri@kazelarchitects.com Date: July 20, 2023 Scale: As noted A7 Project No. TYPICAL ROOF CONSTRUCTION: 35 YEAR ARCHITECTURAL ASPHALT SHINGLES SYMBOL LEGEND (COLOR: DETERMINED BY OWNER) 15#ROOF FELT&ICE AND WEATHER SHIELD 1/2"PLYWOOD SHEATHING [iifq�il R-38 OPEN CELL SPRAY J1 I I= I= FOAM INSULATION(HOT ROOF) =III—III=III EARTH RAFTERS AS NOTED POURED CONCRETE III I� EXISTING STUD WALL J u �� u �llJ1 l i ALL i ��L J W11 llullLl TO REMAIN L �___----_� EXISTING STUD WALL Lit HIJ lL1L 1L lll -- TO BE REMOVED I11 NEW 2x 4 OR 2x 6 1 1 HIL 11 STUD WALL @ 16" O.C. 1 x 6 FASCIA BOARDS WITH 1 J-�-1 ll J-I-J-L 11 JOISTS 5"WHITE BAKED ENAMEL K-STYLE j ll11U11 I I JOISTS ABOVE T.O. BEDRM#2 GUTTERS AND 4"LEADERS TO 4"SDR 1 11 111 11 11 1J T.O. BEDRM#2 s SECTION / DETAIL PIPE TO APPROVED DRYWELLS 11 U DORMER PLATE — — — — — — — — DORMER PLATE A5 T.O.2ND FLR. 1x 6 FRIEZE BOARDS — _ _ _ T.O.T.O.2ND FLR. PATE PLATE 4"CORNER BOARDS w 51 BUILDING SECTION w TYPICAL METAL ROOF w TYPICAL EXTERIOR w w w o o CONSTRUCTION: BOARD&BATTEN WALL CONSTRUCTION: 00 w o _ WINDOW . o = _ STANDING SEAM METAL ROOFING � w z = (COLOR: DETERMINED BY OWNER) COLOR BY OWNER 0 c� = TYVEK HOUSE WRAP OR EQUAL w 2 g 00 0 w 15#ROOF FELT&ICE = CO O O O OH CO O 0 !'PLYWOOD SHEATHING 0 w g 0 — _ _ _— ELEMENTS ABOVE o- w v i-- AND WEATHER SHIELD p = Z v F. a. 0 w _ _ — — — _ — — — _ — — 4 4— _ — O O R-19 BATT INSUL.(PICTURE FRAME AIR w g o 1/2"PLYWOOD SHEATHING _ _ o cn r W 1 14 1 it w � - SEAL TO MEET 2x 6 STUDS @ BLOWER DOOR REQM'T) a o� - GIRDER / HEADER ABOVE m a RAFTERS AS NOTED "BLIND FLASHING AT ROOF m $U � T.O.TO2ND FLR I , 2'GYPSUM WALL BOARD T.O. 2ND FLR SUB-FLOOR, AND WALL INTERSECTIONS JI SUB-FLOOR POST DOWN ll�l_ INTERCONNECTED COMBINATION T.O. 1ST FLR. PLATE i — T.O. 1ST FLR. PLATE �� SD SMOKE AND CARBONMONOXIDE - - — — — — '� 1 — — — — — —T.O. PORCH — — _ _ _ _ _ T.O. PORCH 1<'_`yCO DETECTORS AS PER R314 OF THE 'IVPLATE PLATE p 8x 8 R.S.POST ON O RCONYS AND 915 OF THE IFCONYS OJ 3: �- RAISED PIER 1MTH '` w 0 0 SYNTHETIC STONE VENEER a:_ _ DAVID ROBERTS IS HEREBY GRANTED A ONE F- = w AND BLUESTONE CAP ~ 0 = a w = TIME, NON-TRANSFERABLE, NON-EXCLUSIVE, oc w aa.. = o o a = Fw LICENSE TO BUILD THIS PLAN AND IS GIVEN �-g _ O O O O g `_` g THE RIGHT TO REPRODUCE THE DRAWINGS a 0o g o O EO F E E M o 00 a ONLY AS REQUIRED FOR SUCH CONSTRUCTION. a PERMISSION IS ALSO GIVEN TO MODIFY THIS T.O. 1ST FLR PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM T.O. 1ST FLIR _ _ _ _ _ _U_ _ L _ ia _ _ _ SUB-FLOOR OIL COPYRIGHT ON THE ORIGINAL OR MODIFIED SUB-FLOOR. — — — — PLAN. THE MODIFIED PLANS SHALL REMAIN — — _ T.O. BSMT PLATE — SUBJECT TO THE LICENSE AND MAY NOT BE SOLD, DISTRIBUTED OR OTHERWISE TRANSFERRED WITHOUT EXPRESS WRITTEN SYNTHETIC STONE CAP i r� =I= �� I r=�_ I = CONSENT OF ADVANCED HOUSE PLANS. AND II I I I I I I I I I CONSTRUCTION LICENSE#ADI38675 PORCHES ONLY I I I I I I I I I I 0 I I I I I I I I v CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR REAR ELEVATION i I L =1= J I I I I L—�_ -� I ( F- MAINTAINING JOB SITE SAFETY DURING THIS PHASE SCALE. 1/4 -1 -0 I I I( I = I I I' I I I = CIO FEDERAL, WORK&SHALL COMPLY WITH ALL APPLICABLE III AO III I - I III O III I - FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 9 BUT NOT LIMITED TO BUILDING CODES, OSHA L 00 REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. LINE OF BSMT SLAB — THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. lLl THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE Ll LlLLL1 RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. Lw Lill THE ARCHITECT SHALL BE HELD HARMLESS BY ANY - - AGENCY FOR ANY"ERRORS&OMISSIONS"ON U JLI11 tf LU THESE DOCUMENTS. TYPICAL ROOF CONSTRUCTION: 35 YEAR ARCHITECTURAL ASPHALT SHINGLES U THE CONTRACTOR IS SOLEY RESPONSIBLE FOR (COLOR: DETERMINED BY OWNER) 1 J_1I_LI�J "METHODS&MEANS"OF CONSTRUCTION. THE 15#ROOF FELT&ICE AND WEATHER SHIELD 11- ARCHITECT IS NOT RESPONSIBLE FOR FIELD 1/2"PLYWOOD SHEATHING R-38 OPEN CELL SPRAY LI SUPERVISION. 11 1 ullIIL_u uL u_I FOAM INSULATION(HOT ROOF) RAFTERS AS NOTED ll ULML LALUA-IL �� ED qRC _ — — — — — — — 111H11iIIIj - litIII L- LI — — — — _ T.O.2ND FLR. P TEa\��-��� TYPICAL EXTERIOR o WALL CONSTRUCTION: o w O f-- BOARD&BATTEN SIDING 0 F— S J o U_ H COLOR BY OWNER U_ � o w = TYVEK HOUSE WRAP OR EQUAL o W 0 w o 2'PLYWOOD SHEATHING O w /° T�O s743-�,�0 g g o O O R-19 BATT INSUL. (PICTURE FRAME AiR � F NE �,, = a SEAL TO MEET BLOWER DOOR REQM''T) = a :r ~ 2x 6 STUDS @ 16"O.C. 00 M CID !"GYPSUM WALL BOARD T.O.2ND FLR T.O.2ND FLR 2 SUB-FLOOR SUB-FLOOR IRV 11 TH- f Ht- 1-1 J1111 !IV _ Proposed Home for: T.O. 1ST FLR. PLATE T.O. 1 ST FLR. PLATE OIL T.O. PORCH T.O. PORCH DJ Custom Homes PLATE — — — — — — — — — — — — — — — — — — — PLATE — 0 F_ 0 #1490 Kenney's Road Ow,_ _ - — ° = Southold, NY 11763, 00 00 � w CO = ow ® � � ® ® ® ® � 0w � = Town of Southold g w - -- a w ELCounty of Suffolk -1 00 o M p O O g a � O O T.O. 1ST FLR SCTM #: 1000 - 59 - 03 - 17.1 _ T.O. 1ST FLR SUB-FLOOR SUB-FLOOR - - - - - - - - IttItHTL - - - - - - - - - - - - - - Building Elevations 8x 8 R.S. POST ON RAISED PIER WITH Keri Kazel, Architecture SYNTHETIC STONE VENEER AND BLUESTONE CAP 2 Windemere Court LEFT SIDE ELEVATION P.O. Box 169 SYNTHETIC STONE VENEER Speonk,NY 11972 SCALE: 1/4"=1'-0" AND BLUESTONE CAP AT Phone: 631-874-2925 PORCHES ONLY Fax: 631-874-7377 keri@kazelarchitects.com Date: July 20, 2023 Scale: As noted A8 Proj ect No. BRACED WALL LINE"G": 26-0" TABLE R602.10.3(1) BRACED WALL LINE"F": 11'-0" TABLE R602.10.3(1) BRACED WALL LINE"E": 51'-0" TABLE R602.10.3(1) REQUIRED CS-PF: 11'-5" TABLE R602.10.3(1) REQUIRED CS-WSP: 5'-5" TABLE R602.10.3(1) REQUIRED CS-PF: 21'-5" TABLE R602.10.3(1) SYMBOL LEGEN D 9'-0"HEIGHT ADJUSTMENT: 11'-5"x.95= I V-102" TABLE R602.10.3(2)ITEM#3 CS-WSP REQUIRED: 5'-5" 9'-0"HEIGHT ADJUSTMENT: 21'-5"x.95=20'-41' TABLE R602.10.3(2) ITEM#3 4„ 1„ CS-WSP PROVIDED: 8'-0" �, i GYP. BD.ADJUSTMENT: 10-102 x.7=7-72 TABLE R602.10.3(2)ITEM#7 GYP. BD.ADJUSTMENT: 20-42 x.7= 14-32' TABLE R602.10.3(2) ITEM#7 -III=1 I I—III= EARTH CS-PF REQUIRED: T-71" CS-PF REQUIRED: 14'-31" I-I i==I I I-I I I z MINIMUM LENGTH OF BRACED z — CS-PF PROVIDED: 11'-4" WALL PANELS FOR CS-WSP: 32" TABLE R602.10.5 CS-PF PROVIDED: 23'-8" POURED CONCRETE PROVIDED MIN. LENGTH OF BRACED 1- wa;.-;ia_$ MINIMUM LENGTH OF BRACED WALL PANEL FOR CS-WSP: 32" MINIMUM LENGTH OF BRACED ;;;; i s .'..i• OR 8' CMU BLOCK ..:: WALL PANELS FOR CS-PF: 18" TABLE R602.10.5 WALL PANELS FOR CS-PF: 18" TABLE R602.10.5 PROVIDED MIN. LENGTH OF BRACED s, PROVIDED MIN. LENGTH OF BRACED EXISTING STUD WALL WALL PANEL FOR CS-PF: 18" MINIMUM a EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED Z'MIN.SHEATHING WALL PANEL FOR CS-PF: 27" f MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 TO REMAIN INSTALL WALL(CS-PF)AS PER FIGURE R602.10.6.4 INSTALL WALL(CS-PF)AS PER FIGURE R602.10.6.4 EXISTING STUD WALL --------] TO BE REMOVED 26'-0"BRACED WALL LINE"G" 51'-0"BRACED WALL LINE"E" NEW 2x 4 OR 2x 6 1'-10" 8'4" V-6" T-2" 2'-11" 2'-6" 2'-6" 4'-6" 6�-52' 2'-3" STUD WALL @ 16" O.C. 8'-8" B.W.P. 3'-0' B.W.P. X-0" .W.P B.W.P. 6'-2" B.W.P. B.W.P. 8'-2" B.W.P. B.W.P. T-0" B.W.P. 9'-0" B.W.P. JOISTS JOISTS ABOVE 5 SECTION / DETAIL A5 m J ❑ 51 BUILDING SECTION tE 1 0, WINDOW X. w - - - - - ELEMENTS ABOVE m 0 , GIRDER / HEADER ABOVE POST DOWN SIN° • INTERCONNECTED COMBINATION ~ I ;n a r�X SD SMOKE AND CARBONMONOXIDE m O I -c� m O Y-''CO DETECTORS AS PER R314 OF THE z RCONYS AND 915 OF THE IFCONYS LA o c) M to = W DAVID ROBERTS IS HEREBY GRANTED A ONE o 0 o z M TIME, NON-TRANSFERABLE, NON-EXCLUSIVE, 0 0 0 :� Cl) LICENSE TO BUILD THIS PLAN AND IS GIVEN a a a -XINC"i THE RIGHT TO REPRODUCE THE DRAWINGS ( ( I I a J J w ONLY AS REQUIRED FOR SUCH CONSTRUCTION. r g g I I N m ¢ ¢ ¢ U_ W PERMISSION IS ALSO GIVEN TO MODIFY THIS — W m PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM r ~ r I ( a COPYRIGHT ON THE ORIGINAL OR MODIFIED •-- e- N ! M I ° _ vw PLAN.THE MODIFIED PLANS SHALL REMAIN 0 0 Cl 0 0 L — — — — — — 0 M a SUBJECT TO THE LICENSE AND MAY NOT BE T r T r r o 0 0 o I Z q= o ¢ SOLD, DISTRIBUTED OR OTHERWISE (0 w a (0 w _ I . p . I J w w TRANSFERRED WITHOUT EXPRESS WRITTEN J J J J J m m m m m � I °° I � � o �N N ao Q v CONSENT OF ADVANCED HOUSE PLANS. lc— ® CONSTRUCTION LICENSE#AD138675 ~ ~ ~ �'9 w N N w to ON CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR n C4 MAINTAINING JOB SITE SAFETY DURING THIS PHASE v��N _ N I I I w Q w OF WORK&SHALL COMPLY WITH ALL APPLICABLE O Cl) c� FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING n ] W I oo z w BUT NOT LIMITED TO BUILDING CODES, OSHA to II z N 2 a, I, J w m E- O REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS �'- z x x J O MATERIAL REMOVAL&DISPOSAL. 'ct e �- a ❑ U � a0 = OC) b z�, N CJ O Q � m m (. a: U_ C0Q �i ''� I a p F' THE CONTRACTOR SHALL INDEMNIFY&HOLD (V to to 4 W U fn U CO N N N .- �- N th m W I N w n p p O w z c) 0 O HARMLESS THE OWNER,THE ARCHITECT,AND w 0 I 00 z � w o M 00 a0 W THEIR AGENTS&EMPLOYEES FROM AND AGAINST o w D coI vh 0 j 0 m z a m ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 0 0 — — — — — — — — ¢ c� w M w w w _ Q ARISING OUT OF OR RESULTING FROM ANY OF THE o m a: 9ir 0 i M Q w a j a w a ? ITEMS LISTED ABOVE. F: 00 0 a a I v o _j > _ THE CONTRACTOR SHALL VERIFY ALL FIELD z a = U_ co I I w Chin z Q w Q ? ? CONDITIONS AND NOTIFY THE ARCHITECT OF ANY w mtn a m of 00 25a5 2 � _ z I_ cU 0 v� I I _ CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE w cn OW_ zc� Ja ? � o ci � ° 1w I I a �- w a in RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 0 Q 0 C, W J J -' AGENCY FOR ANY"ERRORS&OMISSIONS"ON w � Q w W -' z w z _ _ a THESE DOCUMENTS. wE w m a� � a20... _1 o COS c� a = a a a� JO J I<- m THE CONTRACTOR IS SOLEY RESPONSIBLE FOR W, o? >. U Ci g < a < z "METHODS&MEANS"OF CONSTRUCTION. THE in ARCHITECT IS NOT RESPONSIBLE FOR FIELD o SUPERVISION. , X. M @7 M to O O O r T r N N N a a a ��RED ARC W w w �`� , AN A. Um J O J U � �� D 743A �0 OF NEB in m O O N�N CDO . . / N N M 0 0 •- CD 00 O N r- N N C0 o of Proposed Home for: w DJ Custom Homes w M a 0 U- #1490 Kenney's Road .. M c a Southold, NY 1176311 W � 0 W " Town of Southold a a: o a w J � � � ~ � J � � County of Suffolk z � - J ty Nm Nm Q 0 C'JO w W � w Q J in Z 4'-3" 4'-3" 4'-3" 4'-3" 2�_2° 2'-3" 2'-6" 2'-6" T-10" 4--2„ 2'-3" o LLJ a a o a B.W.P. X-0" B.W.P. T-0" B.W.P. 3'4' B.W.P. B.W.P. Y-0" B.W.P. 4'-10" B.W.P. 8'-2" B.W.P. B.W.P. 6.4" B.W.P. 9'4" B.W.P. v as a J � J Q SCTM #: 1000 - 59 - 03 - 17.1 co 26'-0"BRACED WALL LINE"A" 51'-0"BRACED WALL LINE"B" M w 00 a z First Floor Bracing BRACED WALL LINE"A": 26'-0" TABLE R602.10.3(1) BRACED WALL LINE"B": 51'4" TABLE R602.10.3(1) Ca Cua tions REQUIRED CS-WSP: 11'-5" TABLE R602.10.3(1) REQUIRED CS-PF: 21'-5" TABLE R602.10.3(1) PROPOSED FIRST FLOOR CS-WSP REQUIRED: 11'-5" 9'-0"HEIGHT ADJUSTMENT: 21'-5"x.95=20'-4Z' TABLE R602.10.3(2)ITEM#3 Keri Kazel Architecture CS-WSP PROVIDED: 17'-0" GYP. BD.ADJUSTMENT: 20'-42"x.7= 14'-32" TABLE R602.10.3(2) ITEM#7 BRACING CALCULATIONS MINIMUM LENGTH OF BRACED CS-PF REQUIRED: 14'-32" 2 Windemere Court SCALE: 1/4°=1'-0° WALL PANELS FOR CS-WSP: 33" TABLE R602.10.5 CS-PF PROVIDED: 19'4" P.O. Box 169 PROVIDED MIN. LENGTH OF BRACED Speonk NY 11972 NOTES: WALL PANEL FOR CS-WSP: 51" MINIMUM LENGTH OF BRACED Phone: 631-874-2925 � BRACING REQUIREMENTS ARE BASED ON WALL PANELS FOR CS-PF: 18" TABLE R602.10.5 Fax: e: 1-874-7377 631-874-29 TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. MINIMUM e'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED Z'MIN.SHEATHING PROVIDED MIN. LENGTH OF BRACED 1 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R60223(3) ITEM#30 WALL PANEL FOR CS-PF: 232' keri@kazelarchitects.com INSTALL WALL CS-PF AS PER FIGURE R602.10.6.4 Date: July 20, 2023 Scale: As noted IA9 Project No. BRACED WALL LINE"0": 26'-0" TABLE R602.10.3(1) BRACED WALL LINE"N": 51'4" TABLE R602.10.3(1) REQUIRED CS-WSP: V-22' TABLE R602.10.3(1) REQUIRED CS-WSP: 11'-2Z' TABLE R602.10.3(1) SYMBOL LEG EN D CS-WSP REQUIRED: 6-22' CS-WSP REQUIRED: 11'-22' CS-WSPF PROVIDED: 16'-6" CS-WSPF PROVIDED: 30'4" III=1 I 1=1 I 1=1 EARTH MINIMUM LENGTH OF BRACED MINIMUM LENGTH OF BRACED I-1 I=III=1 WALL PANELS FOR CS-PF: 26" TABLE R602.10.5 WALL PANELS FOR CS-PF: 24" TABLE R602.10.5 ' PROVIDED MIN. LENGTH OF BRACED PROVIDED MIN. LENGTH OF BRACED Z wE,i;'=">` '="{`` POURED CONCRETE WALL PANEL FOR CS-PF: 552" WALL PANEL FOR CS-PF: 292" _ "' !'-'` cc x `'Z - OR 8" CMU BLOCK v v G MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED Z'MIN. SHEATHING MINIMUM$"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED Z'MIN. SHEATHING o o_ o U EXISTING STUD WALL MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3 (3) ITEM#30 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 N N N z M TO REMAIN 00 0 � M (° co w w EXISTING STUD WALL 26'-0"BRACED WALL LINE"0" 51'-0"BRACED WALL LINE"N" w w w o � L--------� 0 _jm m m "—' Ix TO BE REMOVED U- w 2-62 _ 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" T-2„ ¢ a Q ~ ~ � wm NEW 2x40R2x6 4'-710 B.W.P. „ „ „ 4'-711 B.W.P. „ B.W.P. „ „ „ „ „ „ B.W.P. cn �' STUD WALL 16" O.C. 2 2-0 7 3 B.W.P. 3-0 2 4 6 3-0 B.W.P. 3 0 B.W.P. 3-0 B.W.P. 3 0 B.W.P. 3 0 B.W.P. 3 0 B.W.P. 3 0 „o @ oISTS in �- JO B+•- JOISTS ABOVE (0 -.1 m E: A5 SECTION / DETAIL U O� = <V � 0 of N w N y S_1 N, BUILDING SECTION ( U ) a A5 W Q W J J LJ L L Z U z W WINDOW II 0 ~Q J W V' (� .. lL W z a. a Q - _ _ _ = ELEMENTS ABOVE m W aUC9cn � U O w z U o °° J o w C - GIRDER / HEADER ABOVE p — — —— — — — — — — — — J (n » C� mzu Xtn u I I o QUWO wW W W -! 0o � a M < W < 2z ® POST DOWN W I I � ? � � � JoJ � � INTERCONNECTED COMBINATION — — W uh Cb z Q Q z Z i<X SD SMOKE AND CARBONMONOXIDE — — m a U U a VCO DETECTORS AS PER R314 OF THE a RCONYS AND 915 OF THE IFCONYS II cf) � 9 DAVID ROBERTS IS HEREBY GRANTED A ONE TIME, NON-TRANSFERABLE, NON-EXCLUSIVE, Z L — — — -`J I I o Z 3: M a LICENSE TO BUILD THIS PLAN AND IS GIVEN M = o THE RIGHT TO REPRODUCE THE DRAWINGS k6I ~ c ONLY AS REQUIRED FOR SUCH CONSTRUCTION. vv G m I xw v G PERMISSION IS ALSO GIVEN TO MODIFY THIS C) r � m _ -v' I I a CD o o m ~ PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM 0 o No ch I No 0 0 v COPYRIGHT ON THE ORIGINAL OR MODIFIED a (0 (0 tiNo I u `" m (0 co (0 �N N PLAN.THE MODIFIED PLANS SHALL REMAIN W w w 0(o o I • w W w o C SUBJECT TO THE LICENSE AND MAY NOT BE -.J J .J w a' , I J _l .J W Cr mQ mQ mQ 5=W c� ( I - mQ mM mQ ,� W SOLD, DISTRIBUTED OR OTHERWISE ~ ~ ~ In a Q I @ I z 0 _j TRANSFERRED WITHOUT EXPRESS WRITTEN ~ ~ ~ a CONSENT OF ADVANCED HOUSE PLANS. v w L — I _ a CONSTRUCTION LICENSE#ADI38675 — — — — — — — J W o Q I I O I Q N 0- CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR —— — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - v as MAINTAINING JOB SITE SAFETY DURING THIS PHASE (D I I -- - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - -- - - - - - rn W (D � OF WORK&SHALL COMPLY WITH ALL APPLICABLE O L) FEDERAL, o in in i� _ STATE, &LOCAL REGULATIONS INCLUDING ' O - 0° - - �- 0 REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS m 00 BUT NOT LIMITED TO BUILDING CODES, OSHA (o in in N co w 0 d O r 1N rIN OD Q U a = BO W I I N aD ~ ~ N r tf) m z o N (o (o �' `' w N MATERIAL REMOVAL&DISPOSAL. a o W < w THE CONTRACTOR SHALL INDEMNIFY&HOLD W Q w J LJ O O HARMLESS THE OWNER,THE ARCHITECT,AND Z O J LJ U o 2: W I I a in 2: W THEIR AGENTS&EMPLOYEES FROM AND AGAINST W 00 F' p o w °° f- c9 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES U ii p p W I N m U a a Z ARISING OUT OF OR RESULTING FROM ANY OF THE O O Co (0 a w Qim coU I , = a co Q ITEMS LISTED ABOVE. J p' � m W a 6 6 O W LLOZ 8 O O THE CONTRACTOR SHALL VERIFY ALL FIELD a aUt� cn � U I o z cn ww = o J � R ° z U ° W ° CONDITIONS AND NOTIFY THE ARCHITECT OF ANY z (nwin 20W0 wO fV I �j J wp F- LL p co � � � t] H �- p P (o co _j z � z " x � I (i> > > Z m Z a X cn CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE avWit WW � W wQ I � o � cl � z o z �,mz Q U W� W W � W w Q RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. W _jQW ¢ m W aa. -' zwz "mz W a s ° o a °�° I - a w cai- can 5 a-- 0 a 5 C, THE ARCHITECT SHALL BE HELD HARMLESS BY ANY w � cncn U �� :> M J > � s`— `SaWcnCn zQ � Q zz r "' m �a W vbv) zQ ¢ zz p `'' _ 'S J 0 J AGENCY FOR ANY"ERRORS&OMISSIONS"ON m U U a 2 2 I m x U U 2 a THESE DOCUMENTS. I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD a I I I I SUPERVISION. m I CP I M I I o z Yo 1 PD kRcti% 1 M M In W W J J LJ L SeN 04 cV Z Cn W W W oo -j .j _j _j W co I J a ¢ ¢ w w F- I- H a m T 0�9743-A I I W OF Na. EB I vw m N < o � o N w J Proposed Home for: - - _ .J W N in in N N N w O UTTCustomHomes o Qa #1490 Kenney's Road _ o Southold, NY 11763, m Town of Southold I I W W U •• W a r 0) g County of Suffolk w n: OW OazU OU zi z w - MO I W o SCTM #: 1000 - 59 - 03 - 17.1 a.a. 10 z `� z LL X `� Second Floor Bracing Q U O of W W - W W J T-3" T-3" 2 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 2 o a a a O W JzOZ �imQ 2'-61„ 2,_51„ w a � ¢ W Q g z B.W.P. 19'-6" B.W.P. B.W.P. 3'-0" B.W.P. T-0" B-WP. 3'-0" B.W.P. 3'-0" B.W.P. 3'-0" B.W.P. T-0" B.W.P. S-0" B.W.P. U D � � J > J • q W -z a o Q Z Z Calcualtions 26'-0"BRACED WALL LINE"1" 51'-0"BRACED WALL LINE"J" m cmi c�'i a . PROPOSED SECOND FLOOR Keri Kazel Architecture BRACING CALCULATIONS BRACED WALL LINE"I": 26'-0" TABLE R602.10.3(1) BRACED WALL LINE"J": 51'-0" TABLE R602.10.3(1) 2 Windem Court , REQUIRED CS-WSP: 6'-22' TABLE R602.10.3(1) REQUIRED CS-WSP: 11'-22 ere' TABLE R602.10.3(1) P.O. Box ere 69 SCALE: 1/4"=V-0" CS-WSP REQUIRED: 6-22" CS-WSP REQUIRED: 11'-2Z' NOTES: CS-WSP PROVIDED: 6'-6" CS-WSPF PROVIDED: 30'-0" Speonk,NY 11972 Phone: 631-874-2925 BRACING REQUIREMENTS ARE BASED ON MINIMUM LENGTH OF BRACED MINIMUM LENGTH OF BRACED Fax: 631-874-7377 TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. WALL PANELS FOR CS-WSP: 27" TABLE R602.10.5 WALL PANELS FOR CS-PF: 24" TABLE R602.10.5 keri@kazelarchitects.com PROVIDED MIN. LENGTH OF BRACED PROVIDED MIN. LENGTH OF BRACED WALL PANEL FOR CS-WSP: 39" WALL PANEL FOR CS-PF: 292" Date: July 20, 2023 MINIMUM e'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED Z'MIN. SHEATHING MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING A 10 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R60223(3) ITEM#30 Scale: As noted Project No. BRACED WALL LINE 111" BRACED WALL LINE "J" SYMBOL LEGEND SCALE: 1/4" ' "=1 -0 �I I II II I II I II I II I II SCALE: 1/4"=1'-0" EARTH 26-0"BRACED WALL LINE"I" 0 51'-0"BRACED WALL LINE"J" EXTENT OF HEADER WITH = 's_:�_���'-�'�'�� POURED CONCRETE 1 1 DOUBLE PORTAL FRAMES -� 3'-3" 3-3 2 4-2 4'-2" 4-2 4-2 4-2 4-2' 2'-52 �..:-_�.•-1 :�-.;::. , OR 8 CMU BLOCK B.W.P. 19'-6" B.W.P. B.W.P. T-0" B.W.P. T-0" 01 B.W.P. X-0" B.W.P. V-0" B.W.P. Y-0" B.W.P. T-0" B.W.P. X-0" B.W.P. (TWO BRACED WALL PANELS) '" EXISTING STUD WALL —MINIMUM 8"EXTERIOR SHEATHING AS PER MINI UM 8"EXTERIO SHEATHIN AS PER 2'-18'FINISHED WIDTH OF OPENING TABLE R602.3 (3)SPECIFIED z"MIN. SHEATHING TABL R602.3(3)SPE IFIED Z'MI . SHEATHING F R SINGLE OR DOUBLE PORT L SIMPSON CMSTC16 25"LENGTH COIL TO REMAIN MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 MIN. d NAILS 6"O.C. LONG ED ES/12"O.0 STRAPS(4,585#)(MIN. 3,125#AS PER _ EXISTING STUD WALL FIELD AS PER TABLE R602.3(3) ITEM#30 FIEL AS PER TABLE 602.3 (3) ITEM#30 TABLE R602.10.6.4)ON GARAGE SIDE L ] TO BE REMOVED FASTEN KING STUD TO HEADER NEW 2x 4 OR 2x 6 WITH 6-16d SINKERS _ MIN. 3x 12 NET HEA]DER r—� STUD WALL @ 16" O.C. 0 FASTEN SHEATHING TO HEADER WITH 8d w COMMON OR GALVANIZED BOX NAILS IN 3" ` JOISTS GRID PATTERN AS SHOWN. c'$� -' JOISTS ABOVE J LF— Q = �'MIN. O.S.B.WOOD STRUCTURAL 'S w TYPICAL PORTA PANEL SHEATHING. As SECTION / DETAIL - = FRAME CONST. °' 0 b PANEL SPLICE EDGES SHALL OCCUR 1'-6" OVER AND BE NAILED TO COMMON MIN. MIN. BLOCKING WITHIN THE MIDDLE 24"OF A5 BUILDING SECTION o MINIMUM LENGTH THE PORTAL-LEG HEIGHT ONE ROW O = OF PANEL 18"AS OF 3"O.C. NAILING IS REQUIRED IN WINDOW N PER TABLE R602.10.5 EACH PANEL EDGE. MINIMUM DOUBLE 2x 4 FRAMING — — — —COVERED WITH MIN.16"THICK ELEMENTS ABOVE — — — — — NAIL SOLE PLATE TO O.S.B.STRUCTURAL PANEL L JOIST PER TABLE R602.3(1) SHEATHING WITH 8d COMMON OR u GALVANIZED BOX NAILS AT 3"O.C. GIRDER / HEADER ABOVE OVER RAISED WOOD FLOOR IN ALL FRAMING (STUDS, BLOCKING, ❑ ❑ OVERLAP OPTION AND SILLS)TYPICAL. p POST DOWN ❑ n f ATTACH SHEATHING TO BAND INTERCONNECTED COMBINATION �I l RIM JOIST WITH 8D COMMON NAILS "� SD SMOKE AND CARBONMONOXIDE FIGURE R602. 10.6.4 AT 3 O.C.70P&BOTTOM 11xy CO DETECTORS AS PER R314 OF THE RCONYS AND 915 OF THE IFCONYS METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL 4'-3 4-3 4-3 4-3 2 2'-3" 2'-6" 2'-6" 2'-10" 1 " „ � .� � �� 2'-6- 4-52' 2_3 FRAME PANEL CONSTRUCTION B.W.P. 3'-0" B.W.P. 3'-0" B.W.P. 3'-0" B.W.P. B.W.P. 3'-0" B.W.P. 4'-10" B.W.P. 8'-2" B.W.P. B.W.P. 6'-4" B.W.P. 9'-4" B.W.P. DAVID ROBERTS IS HEREBY GRANTED A ONE TIME, NON-TRANSFERABLE, NON-EXCLUSIVE, \ 1 *1 *1 LICENSE TO BUILD THIS PLAN AND IS GIVEN 26'-0"BRACED WALL LINE'W' ol 51'-0"BRACED WALL LINE"B" THE RIGHT TO REPRODUCE THE DRAWINGS ONLY AS REQUIRED FOR SUCH CONSTRUCTION. —MINIMUM 8"EXTERIOR SHEATHING AS PER INSTALL WALL (CS-PF) AS PER FIGURE R602.10.6.4 PERMISSION IS ALSO GIVEN TO MODIFY THIS TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 COPYRIGHT ON THE ORIGINAL OR MODIFIED FIELD AS PER TABLE R602.3(3) ITEM#30 PLAN. THE MODIFIED PLANS SHALL REMAIN SUBJECT TO THE LICENSE AND MAY NOT BE BRACED WALL LINE "A" BRACED WALL LINE "B" TRANSFERRED SE TRANSFERRED WITHOUT EXPRESS WRITTEN SCALE: 1/4"=:1'-0" SCALE: 1/4"=1'-0" CONSENT OF ADVANCED HOUSE PLANS. CONSTRUCTION LICENSE#AD138675 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE BRACED WALL LINE "K" BRACED WALL LINE "L" RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. 23'-0"BRACED WALL LINE"K" 28'-0"BRACED WALL LINE"L" 1 V-0" BRACED WALL LINE"M" THE CONTRACTOR IS SOLEY RESPONSIBLE FOR T-5" T-11" 2'-11" 3'-5" "METHODS&MEANS"OF CONSTRUCTION. THE B.W.P. 3'4" B.W.P. 9'-4" B.W.P. X-0" B.W.P. ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. MINIMUM 8"EXTERIOR SHEATHING MINIMUM 8"EXTERIOR SHEATHING MINIMUM$"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED AS PER TABLE R602.3(3)SPECIFIED AS PER TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING MIN. 8d NAILS 2"MIN.SHEATHING MIN. 8d NAILS 2 MIN. SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 6"O.C.ALONG EDGES/12"O.0 6"O.C.ALONG EDGES/12"O.0 EXTENT OF HEADER WITH FIELD AS PER TABLE R602.3 FIELD AS PER TABLE R602.3 FIELD AS PER TABLE R602.3 DOUBLE PORTAL FRAMES -(EKED ARC (3)ITEM#30 (3) ITEM#30 (3) ITEM#30 (TWO BRACED WALL PANELS) �� �� AN 2'-18'FINISHED WIDTH OF OPENING F R SINGLE OR DOUBLE PORTAL SIMPSON CMSTC16 25"LENGTH COIL STRAPS(4,585#)(MIN. 3,125#AS PER 1 ' TABLE R602.10.6.4) ON GARAGE SIDE FASTEN KING STUD TO HEADER �19743-1 y0� WITH 6-16d SINKERS OF N�� z - MIN. 3x 12 NET HEADER Ll Ll ' ' FASTEN SHEATHING TO HEADER WITH 8d w i COMMON OR GALVANIZED BOX NAILS IN 3" = GRID PATTERN AS SHOWN. -! TYPICAL PORTAL MIN. O.S.B.WOOD STRUCTURAL Proposed Home for: PANEL SHEATHING. y�Q - = FRAME CONST. DJ Custom Homes o � �� � PANEL SPLICE EDGES SHALL OCCUR 1-6 1-6�� OVER AND BE NAILED TO COMMON MIN. MIN. BLOCKING WITHIN THE MIDDLE 24"OF #1490 Kenney s Road o MINIMUM LENGTH I THE PORTAL-LEG HEIGHT ONE ROW Southold NY 11763 q = OF PANEL 18"AS OF 3 O.C. NAILING IS REQUIRED IN > > PER TABLE R602.10.5 EACH PANEL EDGE. Town of Southold MINIMUM DOUBLE 2x 4'FRAMING County of Suffolk COVERED WITH MIN.16 THICK NAIL SOLE PLATE TO O.S.B. STRUCTURAL PANEL JOIST PER TABLE R602.3(1) SHEATHING WITH 8d COMMON OR SCT'M #: 1000 - 59 - 03 - 17.1 Ll Lj_ 1�11 GALVANIZED BOX NAILS AT 3"O.C. OVER RAISED WOOD FLOOR IN ALL FRAMING (STUDS, BLOCKING, First & Second Floor OVERLAP OPTION AND SILLS)TYPICAL. MINIMUM 8"EXTERIOR SHEATHIN MINIM M 8'EXTE IOR.SHEATHING ATTACH SHEATHING TO BAND OR RIM JOIST WITH 8D COMMON NAILS Bracing Diagrams AS PER TABLE R602.3(3)SPECIFI D ASP R TABLE R 02.3 (3)SPECIFIED B 2'MIN. SHEATHING MIN. 8d NAILS 2"MIN SHEATHIN MIN. 8d NAILS FIGURE R602. 10.6.4 AT3"O.C.TOP& OTTOM 6"O.C.ALONG EDGES/12"O.0 6"O.C.ALONG El GES/12"O.0 Keri Kazel, Architecture FIELD AS PER TABLE R602.3 FIELD AS PER TA LE R602.3 METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL (3) ITEM#30 (3) ITE M#30 2 Windemere Court T-10" 6'-8" 2'-6" 3'-5" 2'-11" 2'-11" X-5" 2'-8" 514" FRAME PANEL CONSTRUCTION P.O. Box 169 B.W.P. 8'-0" B.W.P. T-0" B.W.P. B.W.P. T-0" B.W.P. 914" B.W.P. T-0" B.W.P. B.W.P. T-0" B.W.P. Speonk,NY 11972 Phone: 631-874-2925 23'-0"BRACED WALL LINE"C" 28'-0"BRACED WALL LINE"D" 11'-0"BRACED WALL LINE"F" i ol Fax: 631-874-7377 INSTALL WALL (CS-PF) AS PER FIGURE R602.10.6.4 keri@kazelarchitects.com BRACED WALL LINE "C" BRACED WALL LINE "D" Date: July 20, 2023Scale: As noted All SCALE: 1/4 -1 -0 SCALE: 1/4"=1'-0" Project No. BRACED WALL LINE "N" BRACED WALL LINE "O" SYMBOL LEGEND SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" _ =1 I I=1 I_I=1 I I=1 EARTH ,� �, I_III—III—III ." 51-0 BRACED WALL LINEN 26-0 BRACED WALL LINE O 2'-62' EXTENT OF HEADER WITH RED CONCRETE DOUBLE PORTAL FRAMES ` "�f=" '"= " 2'-52" 4,.,2„ 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 1„ 1„ ::.-:,.�-.,s,,:....__. OR 8 CMU BLOCK B.W.P. 4-7- B.W.P. „ „ 4-7- B.W.P. (TWO BRACED WALL PANELS) B.W.P. T-0" B.W.P. T-0" B.W.P. T-0" B.W.P. T-0" B.W.P. 3'-0" B.W.P. X-0" B.W.P. T-0" 1 op 4'-6" 2 3-0 III 7-3 B.W.P. ILI 2-0' 2 2'-18'FINISHED WIDTH OF OPENING III I? EXISTING STUD WALL MINIMUM "EXTERIO SHEATHING A PER - MINI UM 8"EXTE IOR SHEATHING AS PER TO REMAIN TABLE R6 2.3(3)SPE IFIED 2"MIN. SHEATHING TABL R602.3(3) SPECIFIED z'MIN.SHEATHI G F R SINGLE OR DOUBLE PORT el L SIMPSON CMSTC16 25"LENGTH COIL MIN.8d NAILS 6"O.C. LONG EDGES/12"O.0 MIN. d NAILS 6"O.C.ALONG EDGES/12"O.0 STRAPS(4,585#)(MIN. 3,125#AS PER ________ EXISTING STUD WALL FIELD AS ER TABLE 602.3(3) ITEM 7 30 FIEL AS PER TA LE R602.3(3) ITEM#30 TABLE R602.10.6.4)ON GARAGE SIDE C ] TO BE REMOVED FASTEN KING STUD TO HEADER NEW 2x 4 OR 2x 6 • WITH 6-16d SINKERS MIN.3x 12 NET HEADER .. STUD WALL @ 16" O.C. FASTEN SHEATHING TO HEADER WITH 8d JOISTS COMMON OR GALVANIZED BOX NAILS IN 3' JOISTS ABOVE J GRID PATTERN AS SHOWN. Q = 16 -&"MIN. O.S.B.WOOD STRUCTURAL 0 TYPICAL PORTAL PANEL SHEATHING. 5 = FRAME CONST. A5 SECTION / DETAIL UN All" X < p o ,- „ PANEL SPLICE EDGES SHALL OCCUR ~ MIN. MIN. OVER AND BE NAILED TO COMMON Ab o BUILDING SECTION BLOCKING WITHIN THE MIDDLE 24"OF Xo MINIMUM LENGTH THE PORTAL-LEG HEIGHT ONE ROW o = OF PANEL 18"AS OF 3"O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. WINDOW PER TABLE R602.10.5 —' "— MINIMUM DOUBLE 2x 4 FRAMING COVERED WITH MIN.-I' THICK — — — — — ELEMENTS ABOVE NAIL SOLE PLATE TO O.S.B. STRUCTURAL PANEL I—EJOIST PER TABLE R602.3(1) SHEATHING WITH 8d COMMON OR - GALVANIZED BOX NAILS AT 3"O.C. GIRDER / HEADER ABOVE OVER RAISED WOOD FLOOR IN ALL FRAMING(STUDS, BLOCKING, OVERLAP OPTION AND SILLS)TYPICAL. ® POST DOWN ATTACH SHEATHING TO BAND OR RIM JOIST WITH 8D COMMON NAILS INTERCONNECTED COMBINATION FIGURE R602. 10.6.4 AT 3"O.C.TOP&BOTTOM r�X.SD SMOKE AND CARBONMONOXIDE -`'CO DETECTORS AS PER R314 OF THE RCONYS AND 915 OF THE IFCONYS METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL T-3�� 6'- 4'-s" 2'-6" 2'-6" 2'-11" 3'- 1'-s° s'-o° 1'-10° FRAME PANEL CONSTRUCTION B.W.P. 9'-0" B.W.P. S-0" B.W.P. B.W.P. 8'-2" B.W.P. B.W.P. 6'-2" B.W.P. .W.P 3'-0" B.W.P. 3'-0" B.W.P. 8'-8" AV D ROBERTS IS HEREBY GRANTED A ONE TIME, NON-TRANSFERABLE, NON-EXCLUSIVE, LICENSE TO BUILD THIS PLAN AND IS GIVEN 51'-0"BRACED WALL LINE"E" 26'-0"BRACED WALL LINE"G" THE RIGHT TO REPRODUCE THE DRAWINGS ONLY AS REQUIRED FOR SUCH CONSTRUCTION. BRACED WALL LINE "E" BRACED WALL LINE "G" PERMISSION MODIFY PLAN, BUTNO PERMISSION IS GIVEN O CLAIM SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" COPYRIGHT ON THE ORIGINAL OR MODIFIED PLAN. THE MODIFIED PLANS SHALL REMAIN INSTALL WALL (CS-PF)AS PER FIGURE R602.10.6.4 INSTALL WALL (CS-PF) AS PER FIGURE R602.10.6.4 SUBJECT TO THE LICENSE AND MAY NOT BE SOLD, DISTRIBUTED OR OTHERWISE TRANSFERRED WITHOUT EXPRESS WRITTEN CONSENT OF ADVANCED HOUSE PLANS. CONSTRUCTION LICENSE#ADI38675 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. B RACED WALL LINE "P" THE CONTRACTOR IS SOLEY RESPONSIBLE FOR SCALE: 1/4"=1'-0" "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD EXTENT OF HEADER WITH SUPERVISION. 62'-0"BRACED WALL LINE"P" DOUBLE PORTAL FRAMES op (TWO BRACED WALL PANELS) 12'-3"B.W.P. T-0" 4'-0"B.W.P. T-0" MINIMUM$"EXTERIOR SHEATHING AS PER 39'-9"B.W.P. 2'-1 8'FINISHED WIDTH OF OPENING TABLE R602.3(3)SPECIFIED Z'MIN. SHEATHING F R SINGLE OR DOUBLE PORTP L SIMPSON CMSTC16 25"LENGTH COIL FLED AR MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 STRAPS(4,585#) (MIN. 3,125#AS PER �5�� C'Sj 1 FIELD AS PER TABLE R602.3 (3) ITEM#30 TABLE R602.10.6.4)ON GARAGE SIDE AN FASTEN KING STUD TO HEADER e �. WITH 6-16d SINKERS MIN. 3x 12 NET HEADER FASTEN SHEATHING TO HEADER WITH 8d w COMMON OR GALVANIZED BOX NAILS IN 3" t,J� Q� 9743-� GRID PATTERN AS SHOWN. _ ,'-6"MIN. O.S.B.WOOD STRUCTURAL �OF NEB Ll 0TYPICAL PORTAL PANEL SHEATHING. Q W FRAME CONST.El 0 o M PANEL SPLICE EDGES SHALL OCCUR 1'-6" 1'-6" OVER AND BE NAILED TO COMMON MIN. MIN. BLOCKING WITHIN THE MIDDLE 24"OF o Proposed Home for: o MINIMUM LENGTH THE PORTAL-LEG HEIGHT ONE ROW q = OF PANEL 18"AS OF 3"O.C. NAILING IS REQUIRED IN DJ Custom Homes PER TABLE R602.10.5 EACH PANEL EDGE. MINIMUM DOUBLE 2x 4 FRAMING #1490 Kenney's Road COVERED WITH MIN.116 THICK Southold NY 11763 NAIL SOLE PLATE TO O.S.B. STRUCTURAL PANEL JOIST PER TABLE R602.3(1) SHEATHING WITH 8d COMMON OR Town of Southold 1 � � 1 � GALVANIZED BOX NAILS AT 3"O.C. OVER RAISED WOOD FLOOR IN ALL FRAMING (STUDS, BLOCKING, County of Suffolk OVERLAP OPTION AND SILLS)TYPICAL. ATTACH SHEATHING TO BAND OR SCTM #: 1000 - 59 - 03 - 17.1 RIM JOIST WITH 8D COMMON NAILS FIGURE R602. 10.6.4. AT 3"O.C.TOP&BOTTOM First & Second Floor METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL Bracing Diagrams 6-72' 4'-11" T-10" T-10" FRAME PANEL CONSTRUCTION B.W.P. 7'-10" 1'-3" 2'-8" B.W.P. 16'-0" B.W.P. 8'-0" 0. B.W.P. Keri KaZel ArchlteC tune 62'-0"BRACED WALL LINE"H" 2 Windemere Court P.O. Box 169 Speonk,NY 11972 BRACED WALL LINE "H" Phone: 631-874-2925 SCALE: 1/4"=1'-0" Fax: 631-874-7377 keri@kazelarchitects.com INSTALL WALL (CS-PF) AS PER FIGURE R602.10.6.4 Date: July 20, 2023 Scale: As noted Al2 Project No. FASTENING SCHEDULE-TABLE R602.3(1)-ABBR. TABLE R802.11-ABBREVIATED NOTES: TABLE R802.5.2 NUMBER AND TYPE RAFTER OR TRUSS UPLIFT CONNECTION FORCES RAFTER / CEILING JOIST WALL BRACING: BUILDINGS SHALL BE BRACED IN ITEM DESCRIPTION OF BUILDING(ELEMENTS I OF FASTENERS a,b,c SPACING AND LOCATION FROM WIND(POUNDS PER CONNECTION)a,b,c,d,e,f,g,h CEILING JOISTS HEEL JOINT CONNECTIONS a,b,c,d,e,f,h ACCORDANCE WITH IRC SECTION R602.10, OR WHEN ROOF FRAMING EXPOSURE C RAFTER RAFTER GROUND SNOW LOAD: 20 PSF APPLICABLE, SECTION R602.12. OR SECTION R602.10.4.2 1 BLOCKING BETWEEN CEILING JOISTS 4-8d BOX(2-1/2")OR EACH RAFTER,TOE NAIL (MPH)Vult ULTIMTE DESIGN WIND SPEED RAFTERS CONTINUOUS SHEATHING METHODS. SEE BRACED WALL SLOPE SPACING CALCULATIONS AND DIAGRAMS ATTACHED TO THIS SET OF OR RAFTERS TO TOP PLATE 3-8d COMMON RAFTER ROOF 140(MPH) 12'-0"TO 28'-0"ROOF SPAN DOUBLE TOP ROOF SPAN DRAWINGS. PLATE 12FT 1 20FT I 28FT 36FT N 2 ' CEILING JOISTS TO TOP PLATE 4-8d BOX(2-1/2")OR EACH JOIST,TOE NAIL OR TRUSS SPAN ROOF PITCH NUMBER OF COMMO NAILS A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO 3-8d COMMON SPACING (FEET) <5:12 2-5:12 3:12 16"O.C. 5 8 10 13 TRANSMIT THE APPLICABLE UPLIFT FORCES IN 12 263 _247 4:12 16"O.C. 4 6 8 10 SECTION R802.11.1 FROM THE ROOF ASSEMBLY TO THE 3 CEILING JOISTS NOT ATTACHED TO 4- 10d BOX(3")OR FACE NAIL 18 342 322 5:12 16"O.C. 3 5 6 8 FOUNDATION. PARALLEL RAFTER, LAPS OVER PARTITION 3-16d COMMON(32') 24 422 396 7:12 16"O.C. 3 4 5 6 (SEE SECTION R802.5.2 AND TABLE R802.5.2) 4-3"x 0.131"NAILS 16"O.C. 28 476 446 9:12 1 16"O.C. ��3 4 4 5 32 529 496 24"MAX. 24"MAX. 12:12 16"O.C. 3 4 4 R802.11.1 UPLIFT RESISTANCE. 4 CEILING JOISTS ATTACHED TO TABLE R802.5.1(9) FACE NAIL 36 583 547 O.H. O.H. a.40d box nails shall be permitted to be substituted for 16d common ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN SYMBOL L EG E N D PARALLEL RAFTER-HEEL JOINT 1 42 1 664 622 WALL STUD nails. ACCORDANCE WITH SECTIONS R802.11.1.1 AND R802.11.1.2. (SEE SECTION R802.5.2 AND TABLE R802.5.2) 48 1 745 697 USE SIMPSON H2A SEISMIC&HURRICANE b. Nailing requirements shall be permitted to be reduced 25 percent if WHERE THE UPLIFT FORCE DOES NOT EXCEED 200 POUNDS III=III= I I_I TIES AT EACH RAFTER TO STUD CONNECTION nails are clinched. (90.8 KG), RAFTERS AND TRUSSES SPACED NOT MORE THAN EARTH FACE NAIL TO EACH RAFTER a.The uplift connection forces are based on a maximum 33-foot mean 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED TO BE 5 COLLAR TIES OR 14"x 20 GA.. RIDGE STRAPS 4-10d BOX(3") OR p 18 GAGE-(12)8dx12"NAILS IN EACH TIE. 3-10d COMMON 3" roof height and Wind Exposure Category B or C.For Exposure D,the ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN - ( ) UPLIFT: DOUG FIR=575, HEM FIR=495 c Heel joint connections are not required where the ridge is supported by uplift connection force shall be selected from the Exposure C portion of ( ) aload-bearing wall,header or ridge beam. ACCORDANCE WITH TABLE R602.3(1). 3,; POURED CONCRETE 2 TOE NAILS ON ONE SIDE& the table using the next highest tabulated ultimate design wind speed. '='= 'i'' r'' OR 8" CMU BLOCK 3-10d COMMON WHERE THE BASIC WIND SPEED DOES NOT EXCEED 115 MPH, ===:: 6 1 TOE NAIL ON OPPOSITE SIDE The adjustment coefficients in Table R301.2(3)shall not be used to d.Where intermediate support of the rafter is provided b vertical struts or THE WIND EXPOSURE CATEGORY IS B,THE ROOF PITCH IS RAFTERS TO TOP PLATE OR 4-10d BOX multiply the tabulated forces for Exposures C and D or for other mean pp p y OF EACH RAFTER OR TRUSS pudins to a load-bearing wall,the tabulated heel joint connection 5:12 OR GREATER AND THE ROOF SPAN IS 32 FEET(9754 MM) EXISTING STUD WALL 4-16d OR RAFTERS OR LESS, roof heights, requirements shall be permitted to be reduced proportionally to the reduction in span. RAFTERS AND TRUSSES SPACED NOT MORE THAN TO REMAIN 7 ROOF RAFTERS TO 3-10d COMMON TOE NAIL b.The uplift connection forces include an allowance for roof and ceiling 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED TO BE RIDGE,VALLEY OR HIP assembly dead load of 15 psf. DOUBLE TOP e.Equivalent nailing patterns are required for ceiling joist to ceiling joist ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN EXISTING STUD WALL 3-16d BOX OR END NAIL c The tabulated uplift connection forces are limited to a maximum roof PLATE lap splices. ACCORDANCE WITH TABLE R602.3(1). C TO BE REMOVED - 2-16d COMMON overhang of 24 inches. f.Where rafter ties are substituted for ceiling joists,the heel joint 28-0"TO 48-0"ROOF SPAN gi i R802.11.1.1 TRUSS UPLIFT RESISTANCE. NEW 2x 4 OR 2x 6 WALL FRAMING connection requirement shall be taken as the tabulated heel joint --1 d.The tabulated uplift connection forces shall be permitted to be connection requirement for two-thirds of the actual rafter slope.p TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL STUD WALL @ 16" O.C. 8 STUD TO STUD(NOT AT BRACED WALL PANELS 16d COMMON (3-1/2"x0.162") 24"O.C. FACE NAIL multiplied by 0.75 for connections not located within 8 feet of building ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING comers. : ,:.j= g.Applies to roof live load of 20 psf or less. UPLIFT FORCES AS SPECIFIED ON THE TRUSS DESIGN JOISTS DRAWINGS FOR THE ULTIMATE DESIGN WIND SPEED AS JOISTS ABOVE STUD TO STUD AND ABUTT114G STUDS AT 16d BOX 3-1/2"x0.162" 16"O.C. FACE NAIL t . r' h.Tabulated heel joint connection requirements assume that ceiling joists DETERMINED BY FIGURE R301.2 4 A AND LISTED IN TABLE ( ) e.For buildings with hip roofs with 5:12 and greater pitch,the tabulated .��� I q g i ( ) 9 INTERSECTING WALL CORNERS(AT BRACED uplift connection forces shall be permitted to be multiplied by 0.70.This or rafter ties are located at the bottom of the attic space.Where ceiling R301.2(1)OR AS SHOWN ON THE CONSTRUCTION WALL PANELS) reduction shall not be combined with any other reduction in tabulated 5 SECTION / DETAIL joists or rafter ties are located higher in the attic,heel joint connection DOCUMENTS. UPLIFT FORCES SHALL BE PERMITTED TO BE A5 forces. 24"MAX. 24"MAX. requireme is shall be increased by the following factors: DETERMINED AS SPECIFIED BY TABLE R802.11, IF APPLICABLE, 10 BUILT UP HEADER 16d COMMON (3-1/2"4.162") 16"O.C. FACE NAIL ALONG EDGES f.For wall-to-wall and wall-to-foundation connections,the uplift connection O.H. O.H. HC R Heel JointConnection pion OR AS DETERMINED BY ACCEPTED ENGINEERING PRACTICE. S-1 WALL STUD 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"x0.113")OR TOE NAIL force shall be permitted to be reduced by 60 plf for each full wall above. 1/3 1.33 A5 BUILDING SECTION 4-8d COMMON USE SIMPSON H10S SEISMIC&HURRICANE 1/5 1.33 R802.11.1.2 RAFTER UPLIFT RESISTANCE. g.Linear interpolation between tabulated roof spans and wind speeds shall be permitted. TIES AT EACH RAFTER T25 O STUD CONNECTION 1/6 1.20 INDIVIDUAL RAFTERS SHALL BE ATTACHED TO SUPPORTING 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"0.162") 16"O.C. FACE NAIL 18 GAGE-(24)8dx12'NAILS IN EACH TIE. 1/10 or less 1.11 WALL ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING WINDOW h.The tabulated forces for a 12-inch on-center spacing shall be permitted (UPLIFT: DOUG FIR= 1,010, HEM FIR=870) UPLIFT FORCES AS DETERMINED BY TABLE R802.11 OR AS 13 DOUBLE TOP PLATE SPLICE 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END JOIST(MIN to be used to determine the uplift load in pounds per linear foot. Where: DETERMINED BY ACCEPTED ENGINEERING PRACTICE. 12-16d BOX 24"LAP SPLICE LENGTH EA.SIDE OF END JOINT) HC=Height of ceiling joists or rafter ties measured vertically above the CONNECTIONS FOR BEAMS USED IN A ROOF SYSTEM SHALL - - - -- ELEMENTS ABOVE top of the rafter support walls. BE DESIGNED IN ACCORDANCE WITH ACCEPTED 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND 16d COMMON(3-1/2")OR 16"O.C. FACE NAIL HR=Height of roof ridge measured vertically above the top of the rafter ENGINEERING PRACTICE. JOIST OR BLOCKING(AT BRACED WALL PANELS) 16d BOX(3-1/2") 12"O.C. FACE NAIL - GIRDER / HEADER ABOVE 15 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL 2- 16d COMMON ® POST DOWN R403.1.6 FOUNDATION ANCHORAGE. R403.1.6.1 FOUNDATION ANCHORAGE IN R602.10.8 BRACED WALL PANEL CONNECTIONS. CONTINUOUS RIM 16 TOP PLATES, LAPS AT CORNERS 3-16d BOX FACE NAIL WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY SEISMIC DESIGN CATEGORIES C, D0, D1 AND D2. BRACED WALL PANELS SHALL BE CONNECTED TO FLOOR FRAMING OR OR BAND JOIST FULL HEIGHT BLOCKING CONTINUOUS INTERCONNECTED COMBINATION AND INTERSECTIONS 2-16d COMMON ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO IN ADDITION TO THE REQUIREMENTS OF SECTION R403.1.6, FOUNDATIONS AS FOLLOWS: <ALONG LENGTH OF BRACED WALL PANEL r �Xy SMOKE AND CARBONMONOXIDE SD THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD CO DETECTORS AS PER R313 OF IRCONY 17 1"BRACE TO EACH STUD AND PLATE 3-16d BOX FACE NAIL LIGHT-FRAME STRUCTURES IN SEISMIC DESIGN CATEGORIES 1.WHERE JOISTS ARE PERPENDICULAR TO A BRACED WALL PANEL PERPENDICULAR FRAMING � 2- 16d COMMON COLD-FORMED STEEL FRAMING SHALL BE ANCHORED DO, D1 AND D2 AND WOOD LIGHT-FRAME TOWNHOUSES IN ABOVE OR BELOW,A RIM JOIST, BAND JOIST OR BLOCKING SHALL DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL SEISMIC DESIGN CATEGORY C. BE PROVIDED ALONG THE ENTIRE LENGTH OF THE BRACED WALL PANEL FLOOR FRAMING PLATES IN ACCORDANCE WITH SECTION R505.3.1 OR R603.3.1 IN ACCORDANCE WITH FIGURE R602.10.8(1). FASTENING 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR AS APPLICABLE.WOOD SILL PLATES SUPPORTING 1. PLATE WASHERS CONFORMING TO SECTION R602.11.1 OF TOP AND BOTTOM WALL PLATES TO FRAMING, RIM JOIST, BAND JOIST BRACED WALL PANEL BRACED WALL PANEL MAINTAINING JOB SITE SAFETY DURING THIS PHASE 21 JOIST TO SILL,TOP PLATE OR GIRDER-PER JOIST 4-8d BOX,3-8d COMMON PER JOIST TOE NAIL COLD-FRAMED STEEL FRAMING SHALL BE ANCHORED TO THE SHALL BE PROVIDED FOR ALL ANCHOR BOLTS OVER AND/OR BLOCKING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1). OF WORK&SHALL COMPLY WITH ALL APPLICABLE FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FULL LENGTH OF REQUIRED BRACED WALL LINES BRACED WALL PANEL BRACED WALL PANEL FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR 8d COMMON, 10d BOX 6"O.C.TOE NAIL EXCEPT WHERE APPROVED ANCHOR STRAPS ARE 2.WHERE JOISTS ARE PARALLEL TO A BRACED WALL PANEL ABOVE OR BUT NOT LIMITED TO BUILDING CODES, OSHA TOP PLATE(ROOF APPLICATIONS ALSO) WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON USED. PROPERLY SIZED CUT WASHERS SHALL BE BELOW,A RIM JOIST, END JOIST OR OTHER PARALLEL FRAMING REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MONOLITHIC SLABS,WOOD SOLE PLATES OF BRACED WALL PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT MEMBER SHALL BE PROVIDED DIRECTLY ABOVE AND BELOW THE MATERIAL REMOVAL&DISPOSAL. 23 BLOCKING TO JOIST 2-10d BOX,2-8d COMMON EACH END PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND CONTAINING BRACED WALL PANELS. BRACED WALL PANEL IN ACCORDANCE WITH FIGURE R602.10.8(2). 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY BRACED WALL PANEL BRACED WALL PANEL THE CONTRACTOR SHALL INDEMNIFY&HOLD 24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX,3-16d COMMON TOE NAIL FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER 2. INTERIOR BRACED WALL PLATES SHALL HAVE ABOVE AND BELOW THE PANEL, FULL DEPTH BLOCKING AT 16-INCH (406 HARMLESS THE OWNER,THE ARCHITECT,AND (12.7 MM)ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET MM)SPACING SHALL BE PROVIDED BETWEEN THE PARALLEL FRAMING PERPENDICULAR FRAMING Ik J THEIR AGENTS&EMPLOYEES FROM AND AGAINST 25 2"PLANKS(PLANK AND BEAM FLOOR AND ROOF) 3- 16d COMMON,4-10d BOX AT EACH BEARING-FACE NAIL (1829 MM)ON CENTER OR APPROVED ANCHORS OR MEMBERS TO EACH SIDE OF THE BRACED WALL PANEL IN ACCORDANCE ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS ARISING OUT OF OR RESULTING FROM ANY OF THE ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN WITH FIGURE R602.10.8(2). FASTENING OF BLOCKING AND WALL PLATES 26 BAND OR RIM JOIST TO JOIST 4-10d BOX, 3' 16d COMMON PER JOIST EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER(12.7 MM) SUPPORTED ON A CONTINUOUS FOUNDATION. SHALL BE IN ACCORDANCE WITH TABLE R602.3(1)AND FIGURE OR BAND JOIST ALONG LENGTH OF BRACED WALL PANEL ITEMS LISTED ABOVE. ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 7 R602.10.8(2). FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION THE CONTRACTOR SHALL VERIFY ALL FIELD 21 BUILT UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP AND BOTTOM INCHES(178 MM)INTO CONCRETE OR GROUTED CELLS OF 3. INTERIOR BEARING WALL SOLE PLATES SHALL HAVE STAGGERED ON OPPOSITE SIDES CONCRETE MASONRY UNITS.THE BOLTS SHALL BE LOCATED ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET 3.CONNECTIONS OF BRACED WALL PANELS TO CONCRETE OR MASONRY WHEN PERPENDICULAR TO FLOOR /CEILING FRAMING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.A NUT (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES SHALL BE IN ACCORDANCE WITH SECTION R403.1.6. CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 28 LEDGER STRIP SUPPORTING 4-16d BOX,3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. JOISTS OR RAFTERS THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SUPPORTED ON A CONTINUOUS FOUNDATION. CONTINUOUS RIM CONTINUOUS RIM FULL HEIGHT BLOCKING SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 OR BAND JOIST OR BAND JOIST @ 16"O.C.ALONG THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX EACH END,TOE NAIL INCHES(305 MM)OR LESS THAN SEVEN BOLT DIAMETERS 4.THE MAXIMUM ANCHOR BOLT SPACING SHALL BE 4 BRACED WALL PANEL AGENCY FOR ANY"ERRORS&OMISSIONS"ON FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING FEET(1219 MM) FOR BUILDINGS OVER TWO STORIES IN THESE DOCUMENTS. SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT HEIGHT. TOE NAIL 3-8d NAILS DESCRIPTION OF NUMBER AND TYPE SPACING OF FASTENERS ROOF SHEATHING GABLE ARE NOT PART OF A BRACED WALL PANEL SHALL BE 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG AT EACH BLOCKING THE CONTRACTOR IS SOLEY RESPONSIBLE FOR BUILDING ELEMENTS OF FASTENERS PANEL EDGES INTERMEDIATE END WALL FRAMING POSITIVELY ANCHORED WITH APPROVED FASTENERS. SILL 5. STEPPED CRIPPLE WALLS SHALL CONFORM TO BRACED WALL PANEL BRACED WALL PANEL MEMBER "METHODS&MEANS"OF CONSTRUCTION. THE PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPPORTS SECTION R602.11.2. i� 30 3/8"TO 1/2" 6d COMMON (SUBFLOOR, 6" 12-OF 6" DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL SUPERVISION. AND R318. WALL) AND WHERE CONTINUOUS WOOD FOUNDATIONS IN 8d COMMON (ROOF) ACCORDANCE WITH SECTION R404.2 ARE USED,THE 16"O.C.ALONG 3-16d 16"O.C.ALONG 3-8d NAILS AT EACH 3- 16d EXCEPTIONS: FORCE TRANSFER SHALL HAVE A CAPACITY EQUAL TO @ @ BLOCKING MEMBER 31 19/32"TO 1" 8d COMMON 6" 12"F g�� 1.WALLS 24 INCHES (610 MM)TOTAL LENGTH OR OR GREATER THAN THE CONNECTIONS REQUIRED BY BRACED WALL PANEL BRACED WALL PANEL SHORTER CONNECTING OFFSET BRACED WALL PANELS SECTION R602.11.1 OR THE BRACED WALL PANEL SHALL 00 A. ULTIMATE WIND SPEED: 140 MPH.NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.0 SHALL BE ANCHORED TO THE FOUNDATION WITH A BE CONNECTED TO THE WOOD FOUNDATIONS IN g,��RED FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO GABLE END WALL FRAMING MINIMUM OF ONE ANCHOR BOLT LOCATED IN THE ACCORDANCE WITH THE BRACED WALL PANEL-TO-FLOOR FASTENING �_ AN k CENTER THIRD OF THE PLATE SECTION AND SHALL BE V_,��_CONTINUOUS RIM ADDITIONAL FRAMING 2-16d NAILS EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES ATTACHED TO ADJACENT BRACED WALL PANELS AT REQUIREMENTS OF TABLE R602.3(1). OR BAND JOIST MEMBER DIRECTLY BELOW EACH SIDE MINIMUM NAIL MINIMUM WOOD WOOD WALL NAIL SPACING CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). BRACED WALL PANEL FULL HEIGHT BLOCKING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL STUD 2 CONNECTION OF WALLS 12 INCHES(305 MM)TOTAL FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION @ 16"O.C.ALONG . PANEL SPAN RATING PANEL THICKNESS SPACING EDGES FIELD WHEN PARALLEL TO FLOOR/CEILING FRAMING BRACED WALL PANEL ' LENGTH OR SHORTER CONNECTING OFFSET BRACED � 0�9743-A �O 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16"O.C. 6" 12" WALL PANELS TO THE FOUNDATION WITHOUT ANCHOR (2-1/2"x 0.131") BOLTS SHALL BE PERMITTED.THE WALL SHALL BE 5/8"DIA. x 12"LONG ANCHOR F NEB ATTACHED TO ADJACENT BRACED WALL PANELS AT BOLTS @ 4'-0"O.C. MAX.AS PER INTERIOR GYPSUM WALL BOARD CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). SECTION R403.1.6. BELOW,WOOD STRUCTURAL PANEL GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS TO R602.10.8.2 CONNECTIONS TO ROOF SHEATHING EXTENDING ABOVE THE TOP THICKNESS ORIENTATION MEMBERS WOOD FRAMING 3"x 3"x 3ga BEARING PLATE FRAMING. PLATE AS SHOWN IN FIGURE R602.10.8.2(3) TO FRAMING SPACING NAILS SCREWS MIN. CLEARANCE (SIMPSON BPS5/8-3) TOP PLATES OF EXTERIOR BRACED WALL PANELS SHALL SHALL BE PERMITTED TO BE FASTENED TO Proposed Home for: BE ATTACHED TO RAFTERS 6 ROOF TRUSSES ABOVE IN EACH TRUSS WEB WITH THREE BLOCKING NAILS DJ Custom HomesPER SECTIONS 4"MIN ACCORDANCE WITH TABLE R602.3(1)AND THIS SECTION.1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS (21/2 INCHES x 0.131 INCH)AND BLOCKING R404.1.6 AND �-8"MAX WHERE REQUIRED BY THIS SECTION, BLOCKING BETWEEN BETWEEN THE TRUSSES SHALL NOT BE REQUIRED. WALL EITHER DIRECTION 16"O.C. 8" 16" R317.1 #3. RAFTERS OR OF TRUSSES SHALL ATTACHED TO 1 5/81' CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS 2-2x 6 SILL PLATES WITH OP PLATES OFOBRACED WALL PANELS AND TO RAFTERS 2. FOR SEISMIC DESIGN CATEGORIES DO, D1 AND D2,WHERE SOLID BLOCKING BETWEEN #1490 Kenney's Road WALL EITHER DIRECTION 16"O.C. 8" 16" _z SILL SEAL AND TERMITE AND ROOF TRUSSES IN ACCORDANCE WITH TABLE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL RAFTERS ATTACHED TO TOP Southold NY 11763 FINISHED SHIELD. R602.3(1).A CONTINUOUS BAND, RIM OR HEADER JOIST OR TO THE TOP OF THE RAFTERS OR ROOF TRUSSES IS 15114 PLATES WITH 8d @ 6"O.C. > > TYPE"X"AT 1-7/8"LONG 6d COATED GRADE ROOF TRUSS PARALLEL TO THE BRACED WALL PANELS INCHES(387 MM)OR LESS, BLOCKING BETWEEN RAFTERS ALONG LENGTH OF BRACED Town of Southold GARAGE CLG. PERPENDICULAR 16"O.C. 6" 6" NAILS OR EQUIVALENT CONCRETE STEM WALL SHALL BE PERMITTED TO REPLACE THE BLOCKING OR ROOF TRUSSES SHALL BE PROVIDED ABOVE THE WALL PANEL 5/8" BENEATH DRYWALL SCREWS. MIN. THICKNESS PER SECTION REQUIRED BY THIS SECTION. BLOCKING SHALL NOT BE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE � z County of Suffolk HABITABLE SCREWS SHALL COMPLY MIN. DEPTH PER SECTION R404.1.4.2 REQUIRED OVER OPENINGS IN CONTINUOUSLY SHEATHED R602.10.8.2(1). g a ROOMS WITH IRC SECT. R702.3.5.1 R403.1.4 OR GREATER FOR BRACED WALL LINES. IN ADDITION TO THE REQUIREMENTS N 0 FROST PROTECTION PER z OF THIS SECTION, LATERAL SUPPORT SHALL BE 3.WHERE THE DISTANCE FROM THE TOP OF THE BRACED > SCTM #; 1000 - 59 - 03 - 17.1 SECTION R403.1.4.1- PROVIDED FOR RAFTERS AND CEILING JOISTS IN WALL PANEL TO THE TOP OF RAFTERS OR ROOF TRUSSES o " ACCORDANCE WITH SECTION R802.8 AND FOR TRUSSES IN EXCEEDS 154 INCHES(387 MM),THE TOP PLATES OF THE ACCORDANCE WITH SECTION R802.10.3. ROOF BRACED WALL PANEL SHALL BE CONNECTED TO Load Path Diagrams VENTILATION SHALL BE PROVIDED IN ACCORDANCE WITH PERPENDICULAR RAFTERS OR ROOF TRUSSES ABOVE IN SECTION R806.1. ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING� for Wall Braced Walls CONTINUOUS LOAD PATH FOR Z 1. FOR SEISMIC DESIGN CATEGORIES A, B AND C METHODS: LO � WHERE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL TO THE TOP OF THE RAFTERS OR ROOF 3.1.SOFFIT BLOCKING PANELS CONSTRUCTED IN Keri Kazel, Architecture 2x 4 KEYWAY IN CONCRETE TRUSSES ABOVE IS 91/4 INCHES(235 MM) OR LESS, ACCORDANCE WITH FIGURE R602.10.8.2(2). FIGURE R602.10.8.2(1) WALL BRACING DETAILS NOTES 16"MIN FOOTING PLACED PRIOR TO BLOCKING BETWEEN RAFTERS OR ROOF TRUSSES SHALL 2 Windemere Court STEM WALL INSTALLATION NOT BE REQUIRED.WHERE THE DISTANCE FROM THE TOP 3.2.VERTICAL BLOCKING PANELS CONSTRUCTED IN BRACED WALL PANEL CONNECTION P.O. Box 169 OF THE BRACED WALL PANEL TO THE TOP OF THE ACCORDANCE WITH FIGURE R602.10.8.2(3). TO PERPENDICULAR RAFTERS BASEMENT OR CRAWL SPACE ALT:#4 INTO S E 48"O.C. RAFTERS OR ROOF TRUSSES ABOVE IS BETWEEN 91/4 S eonk NY 11972 CONCRETE STEM WALL AND 14"MIN INTO STEM WALL. P AS PER THE 2020 RESIDENTIAL CODE INCHES(235 MM)AND 151/4 INCHES(387 MM), BLOCKING 3.3. BLOCKING PANELS PROVIDED BY THE ROOF TRUSS Phone: 631-874-2925 SPREAD FOOTING FOR BRACED BETWEEN RAFTERS OR ROOF TRUSSES SHALL BE MANUFACTURER AND DESIGNED IN ACCORDANCE Fax: 631-874-7377 WALL PANELS. PROVIDED ABOVE THE BRACED WALL PANEL IN WITH SECTION R802. keri@kazelarchitects.com OFNEW YORK STATE ACCORDANCE WITH FIGURE R602.10.8.2(1). 3.4. BLOCKING, BLOCKING PANELS OR HER EXCEPTION:WHERE THE OUTSIDE EDGE OF METHODS OF LATERAL LOAD TRANSFER TDESIGNED IN Date: July 20, 2023 TRUSS VERTICAL WEB MEMBERS ALIGNS WITH ACCORDANCE WITH THE AWC WFCM OR ACCEPTED A13 THE OUTSIDE FACE OF THE WALL STUDS ENGINEERING PRACTICE. Scale: As noted Project No. 303.3 RESIDENTIAL POOLS AND PERMANENT RESIDENTIAL SPAS. 305.3.3 LATCHES. SECTION 320 WASTE WATER DISPOSAL THE ENERGY CONSUMPTION OF RESIDENTIAL SWIMMING POOLS WHERE THE RELEASE MECHANISM OF THE SELF-LATCHING DEVICE IS 320.1 BACKWASH WATER OR DRAINING WATER. AND PERMANENT RESIDENTIAL SPAS SHALL BE CONTROLLED IN LOCATED LESS THAN 54 INCHES(1372 MM) FROM GRADE, BACKWASH WATER AND DRAINING WATER SHALL BE DISCHARGED TO NOTES: ACCORDANCE WITH THE REQUIREMENTS OF APSP 15. THE RELEASE MECHANISM SHALL BE LOCATED ON THE POOL OR SPA THE SANITARY OR STORM SEWER, OR INTO AN APPROVED SIDE OF THE GATE NOT LESS THAN 3 INCHES(76 MM) DISPOSAL SYSTEM ON THE PREMISE, OR SHALL BE DISPOSED OF BY SECTION 305 BARRIER REQUIREMENTS BELOW THE TOP OF THE GATE,AND THE GATE AND BARRIER SHALL OTHER MEANS APPROVED BY THE STATE OR LOCAL "INTERPOOL" POOL: 305.1 GENERAL. NOT HAVE OPENINGS GREATER THAN 1/2 INCH (12.7 MM) AUTHORITY. DIRECT CONNECTIONS SHALL NOT BE MADE BETWEEN POOL PERIMETER = 120' THE PROVISIONS OF THIS SECTION SHALL APPLY TO THE DESIGN OF WITHIN 18 INCHES(457 MM) OF THE RELEASE MECHANISM. THE END OF THE BACKWASH LINE AND THE DISPOSAL POOL AREA = 800 S.F. BARRIERS FOR POOLS AND SPAS.THESE DESIGN CONTROLS 305.4 STRUCTURE WALL AS A BARRIER. SYSTEM. DRAINS SHALL DISCHARGE THROUGH AN AIR GAP. 20'4" DEPTH - 3'-6" TO 8'-6" ARE INTENDED TO PROVIDE PROTECTION AGAINST THE POTENTIAL WHERE A WALL OF A DWELLING OR STRUCTURE SERVES AS PART OF 320.2 WATER SALVAGE. DROWNING AND NEAR DROWNING BY RESTRICTING ACCESS TO THE BARRIER AND WHERE DOORS OR WINDOWS PROVIDE DIRECT FILTER BACKWASH WATER SHALL NOT BE RETURNED TO THE VESSEL VOLUME = 24,200 APPROX. GALLONS SUCH POOLS OR SPAS.THESE REQUIREMENTS PROVIDE AN ACCESS TO THE POOL OR SPA THROUGH THAT WALL, ONE OF THE EXCEPT WHERE THE BACKWASH WATER HAS BEEN FILTERED INTEGRATED LEVEL OF PROTECTION AGAINST POTENTIAL DROWNING FOLLOWING SHALL BE REQUIRED: TO REMOVE PARTICULATES,TREATED TO ELIMINATE COLT FORM POOL STRUCTURE: THROUGH THE USE OF PHYSICAL BARRIERS AND WARNING DEVICES. 1.OPERABLE WINDOWS HAVING A SILL HEIGHT OF LESS THAN 48 BACTERIA AND WATERBORNE PATHOGENS,AND SUCH RETURN HAS EXCEPTIONS: INCHES(1219 MM)ABOVE THE INDOOR FINISHED FLOOR AND BEEN APPROVED BY THE STATE OR LOCAL AUTHORITY. 3,500 PSI, REINFORCED POURED 1. SPAS AND HOT TUBS WITH A LOCKABLE SAFETY COVER THAT DOORS SHALL HAVE AN ALARM THAT PRODUCES AN AUDIBLE 320.3 WASTE POST TREATMENT. CONCRETE WALLS. COMPLIES WITH ASTM F 1346. WARNING WHEN THE WINDOW, DOOR OR THEIR SCREENS ARE WHERE NECESSARY, FILTER BACKWASH WATER AND DRAINAGE 2. SWIMMING POOLS WITH A POWERED SAFETY COVER THAT OPENED.THE ALARM SHALL BE LISTED AND LABELED AS A WATER WATER SHALL BE TREATED CHEMICALLY OR THROUGH THE USE OF ELECTRICAL: COMPLIES WITH ASTM F 1346. HAZARD ENTRANCE ALARM IN ACCORDANCE WITH UL 2017. SETTLING TANKS TO ELIMINATE OR NEUTRALIZE CHEMICALS, 305.2 OUTDOOR SWIMMING POOLS AND SFAS. IN DWELLINGS OR STRUCTURES NOT REQUIRED TO BE ACCESSIBLE DIATOMACEOUS EARTH,AND CONTAMINANTS IN THE WATER THAT - - - - - - - - - 250 WATT UNDERWATER LIGHT OUTDOOR POOLS AND SPAS AND INDOOR SWIMMING POOLS SHALL BE UNITS,TYPE A UNITS OR TYPE B UNITS,THE OPERABLE PARTS EXCEED THE LIMITS SET BY THE STATE OR LOCAL EFFLUENT THRU WALL SURROUNDED BY A BARRIER THAT COMPLIES WITH OF THE ALARM DEACTIVATION SWITCHES SHALL BE LOCATED 54 DISCHARGE REQUIREMENTS. SECTIONS 305.2.1 THROUGH 305.7. INCHES (1372 MM)OR MORE ABOVE THE FINISHED FLOOR. IN SECTION 321 LIGHTING 305.2.1 BARRIER HEIGHT AND CLEARANCES. DWELLINGS OR STRUCTURES REQUIRED TO BE ACCESSIBLE UNITS, 321.1 GENERAL. N NON-DIVING POOL NOTES: BARRIER HEIGHTS AND CLEARANCES SHALL BE IN ACCORDANCE WITH TYPE A UNITS OR TYPE B UNITS,THE OPERABLE PARTS OF THE THE PROVISIONS OF SECTIONS 321.2 AND 321.3 SHALL APPLY TO `- ALL OF THE FOLLOWING: ALARM DEACTIVATION SWITCHES SHALL BE LOCATED NOT GREATER LIGHTING FOR PUBLIC POOLS AND SPAS.THE PROVISIONS OF I I 1-A MEANS OF EGRESS FOR BOTH THE DEEP END AND THE 1.THE TOP OF THE BARRIER SHALL BE NOT LESS THAN 48 INCHES THAN 54 INCHES(1372 MM)AND NOT LESS THAN 48 INCHES SECTION 321.4 SHALL APPLY TO LIGHTING FOR RESIDENTIAL POOLS I I SHALLOW END OF THE POOL MUST BE PROVIDED AS REQ'D (1219 MM)ABOVE GRADE WHERE MEASURED ON THE SIDE (1219 MM)ABOVE THE FINISHED FLOOR. AND SPAS. BY ANSI/NSPI-5 SECTION-6. OF THE BARRIER THAT FACES AWAY FROM THE POOL OR SPA. SUCH 2.A SAFETY COVER THAT IS LISTED AND LABELED IN ACCORDANCE 321.2 ARTIFICIAL LIGHTING REQUIRED. HEIGHT SHALL EXIST AROUND THE ENTIRE:PERIMETER OF THE WITH ASTM F 1346 IS INSTALLED FOR THE POOLS AND SPAS. WHEN A POOL IS OPEN DURING PERIODS OF LOW NATURAL I 2- BUILDER TO PROVIDE A MEANS OF EQUIPOTENTIAL BONDING BARRIER AND FOR A DISTANCE OF 3 FEET(914 MM)MEASURED 3.AN APPROVED MEANS OF PROTECTION, SUCH AS SELF-CLOSING ILLUMINATION,ARTIFICIAL LIGHTING SHALL BE PROVIDED SO THAT ALL 20'-0" IN ACCORDANCE WITH NEC SECTION 680. HORIZONTALLY FROM THE OUTSIDE OF THE REQUIRED BARRIER. DOORS WITH SELF-LATCHING DEVICES, IS PROVIDED. SUCH AREAS OF THE POOL, INCLUDING ALL SUCTION OUTLETS ON THE �{ 3- "NO DIVING" LABELS TO BE INSTALLED AROUND PERIMETER 2.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF MEANS OF PROTECTION SHALL PROVIDE A DEGREE OF PROTECTION BOTTOM OF THE POOL,WILL BE VISIBLE. ILLUMINATION SHA BE THE BARRIER SHALL NOT EXCEED 2 INCHES(51 MM) FOR THAT IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 SUFFICIENT TO ENABLE A LIFEGUARD OR OTHER PERSONS S DING OF THE POOL. GRADE SURFACES THAT ARE NOT SOLID, SUCH AS GRASS OR OR 2. ON THE DECK OR SITTING ON A LIFEGUARD STAND ADJACENT T I I 5- ENTRAPMENT AVOIDANCE MUST BE INSTALLED IN ACCORDANCE GRAVEL,WHERE MEASURED ON THE SIDE OF THE BARRIER THAT THE POOL EDGE TO DETERMINE IF A POOL USER IS LYING ON THE SKIMMER RETURN FACES AWAY FROM THE POOL OR SPA. BOTTOM OF THE POOL AND THAT THE POOL WATER IS I - WITH ANSI/APSP-7. 3.THE VERTICAL CLEARANCE BETWEEN A SURFACE BELOW THE SECTION 310 SUCTION ENTRAPMENT AVOIDANCE TRANSPARENT AND FREE FROM CLOUDINESS. q _ \_�_ BARRIER TO A SOLID SURFACE, SUCH AS CONCRETE,AND THE 310.1 GENERAL. THESE TWO CONDITIONS SHALL BE MET WHEN ALL SUCTION OUT ( ::;. I GENERAL NOTES BOTTOM OF THE REQUIRED BARRIER SHALL NOT EXCEED 4 INCHES SUCTION ENTRAPMENT AVOIDANCE FOR POOLS AND SPAS SHALL ARE VISIBLE FROM THE EDGE OF THE DECK AT ALL TIMES VINYL POOL LINER 7OVER(102 MM)WHERE MEASURED ON THE SIDE OF THE REQUIRED BE PROVIDED IN ACCORDANCE WITH APSP 7. WHEN ARTIFICIAL LIGHTING IS ILLUMINATED AND WHEN AN 3"FINE SAND BOTT ( 1. PIPING IS SHOWN SCHEMATICALLY AND SHALL BE POLYETHYLENE P.V.C. OR EQUAL BARRIER THAT FACES AWAY FROM THE POOL OR SPA. EXCEPTIONS: 8-INCH-DIAMETER(152 MM)BLACK DISK, PLACED AT THE BOTTOM OF UNLESS OTHERWISE NOTED 4.WHERE THE TOP OF THE POOL OR SPA STRUCTURE IS ABOVE 1. PORTABLE SPAS AND PORTABLE EXERCISE SPAS LISTED AND THE POOL IN THE DEEPEST POINT, IS VISIBLE FROM THE EDGE OF THE 2. REINFORCING STEEL SHALL BE DEFORMED BARS OR INTERMEDIATE GRADE BILLET GRADE,THE BARRIER SHALL BE INSTALLED ON GRADE OR SHALL BE LABELED IN ACCORDANCE WITH UL 1563 OR CSA C22.2 NO. POOL DECK AT ALL TIMES WHEN ARTIFICIAL LIGHTING IS VINYL POOL LINER I STEEL. ALL BARS SHALL LAP A MIN. OF 30 BAR DIA. MOUNTED ON TOP OF THE POOL OR SPA STRUCTURE.WHERE THE 218.1. ILLUMINATED. 3. THE DESIGN IS BASED ON A GRANULAR FREE DRAINING SOIL WITH LESS THAN 10% BARRIER IS MOUNTED ON THE TOP OF THE:POOL OR SPA,THE 2. SUCTION ENTRAPMENT AVOIDANCE FOR WADING POOLS SHALL 321.2.1 POOL AND DECK ILLUMINATION. OVER FOAM PADDING OVER CONCRETE WALLS SILT. NO GROUND WATER SHALL EXIST WITHIN THE LIMITS OF THE EXCAVATION. VERTICAL CLEARANCE BETWEEN THE TOP OF THE POOL OR SPA AND BE PROVIDED IN ACCORDANCE WITH SECTION 405. OVERHEAD LIGHTING, UNDERWATER LIGHTING OR BOTH SHALL BE 4. NO SURCHARGE DUE TO ADDITIONAL LOAD SHALL EXIST WITHIN 48"OF THE THE BOTTOM OF THE BARRIER SHALL NOT EXCEED 4 INCHES PROVIDED TO ILLUMINATE THE POOL AND ADJACENT DECK AREAS. q SHALLOW END OR 6'-0"FROM THE DEEP END. (102 MM). THE LIGHTING SHALL BE LISTED AND LABELED.THE LIGHTING SHALL 5. THE POOL MUST BE KEPT FULL DURING FREEZING WEATHER. 305.2.2 OPENINGS. BE INSTALLED IN ACCORDANCE WITH NFPA 70. I MANDATORY ROPE 6. WALKS TO BE SMOOTH, IMPERVIOUS, NON-TYPE SLOPED AWAY FROM THE POOL AT OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A 321.2.2 ILLUMINATION INTENSITY. I ANTS FLOAT 12"FROM I 1/4"PER FOOT. SECTION 314 RETURN AND SUCTON FITTINGS 7. PNEUMATICALLY APPLIED CONCRETE(GUNITE)SHALL HAVE A WATER CONTENT NOT 4-INCH-DIAMETER(102 MM)SPHERE. 314.1 GENERAL. FOR OUTDOOR POOLS,ANY COMBINATION OF OVERHEAD AND _ `S`LOPE CHANGE _ GREATER THAN 3.5 GALLONS PER SACK OF CEMENT. THE MIX TO BE ONE PART TO 305.2.3 SOLID BARRIER SURFACES. UNDERWATER LIGHTING SHALL PROVIDE MAINTAINED ILLUMINATION o o FOUR. SOLID BARRIERS THAT DO NOT HAVE OPENINGS SHALL NOT CONTAIN FITTINGS FOR POOLS AND SPAS THE PROVISIONS OF THIS SECTION APPLY TO RETURN AND SUCTION NOT LESS THAN 10 HORIZONTAL FOOT CANDLES(10 LUMENS PER o RETURN ' 8. WATER DISPOSAL TO IRRIGATION CONTAINED ON OWNER'S PROPERTY. I o INDENTATIONS OR PROTRUSIONS THAT FORM HANDHOLDS AND EXCEPTION: PORTABLE RESIDENTIAL SPAS AND PORTABLE SQUARE FOOT)[108 LUX]AT THE POOL O WATER SURFACE. FOR 9. WATER SUPPLY BY OWNER'S GARDEN HOSE. FOOTHOLDS, EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES INDOOR POOLS,ANY COMBINATION OF OVERHEAD AND UNDERWATER °O w I 10. THE CONTRACTOR SHALL SHORE, BRACE,OR UNDERPIN ADJACENT RESIDENTIAL EXERCISE SPAS. AND TOOLED MASONRY JOINTS. LIGHTING SHALL PROVIDE MAINTAINED ILLUMINATION OF NOT STRUCTURES AS REQUIRED. 314.2 ENTRAPMENT AVOIDANCE. 305.2.4 MESH FENCE AS A BARRIER. LESS THAN 30 HORIZONTAL FOOT-CANDLES(30 LUMENS PER SQUARE I I 11. IF GROUND FILL EXCEEDS 36"PNEUMATICALLY APPLIED CONCRETE SHALL NOT BE ENTRAPMENT AVOIDANCE MEANS SHALL BE PROVIDED IN USED. MESH FENCES, OTHER THAN CHAIN LINK FENCES IN ACCORDANCE FOOT)[323 LUX]AT THE POOL WATER SURFACE. DECK AREA WITH SECTION 305.2.7, SHALL BE INSTALLED IN ACCORDANCE ACCORDANCE WITH SECTION 310. LIGHTING FOR BOTH INDOOR AND OUTDOOR POOLS SHALL PROVIDE 3"FINE SAND BOTTOM 12. THE PUMP IS CAPABLE OF DISCHARGING THE TOTAL POOL CAPACITY WITHIN 24 314.3 FLOW DISTRIBUTION. I I HOURS. WITH THE MANUFACTURER'S INSTRUCTIONS AND SHALL COMPLY MAINTAINED ILLUMINATION OF NOT LESS THAN 10 HORIZONTAL THE SUCTION OUTLET FITTING ASSEMBLIES,WHERE INSTALLED,AND WITH THE FOLLOWING: FOOT-CANDLES(10 LUMENS PER SQUARE FOOT)[108 LUX]AT THE THE SKIMMING SYSTEMS SHALL EACH BE DESIGNED TO CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 1.THE BOTTOM OF THE MESH FENCE SHALL BE NOT MORE THAN 1 ACCOMMODATE 100 PERCENT OF THE CIRCULATION TURNOVER RATE. WALKING SURFACE OF THE DECK. ( I MAINTAINING JOB SITE SAFETY DURING THIS PHASE INCH (25 MM)ABOVE THE DECK OR INSTALLED SURFACE OR 321.2.3 UNDERWATER LIGHTING. 314.3.1 MULTIPLE SYSTEMS. OF WORK&SHALL COMPLY WITH ALL APPLICABLE GRADE. UNDERWATER LIGHTING SHALL PROVIDE NOT LESS THAN 8 2.THE MAXIMUM VERTICAL CLEARANCE FROM THE BOTTOM OF THE WHERE MULTIPLE SYSTEMS ARE USED IN A SINGLE POOL TO MEET HORIZONTAL FOOT-CANDLES(8 LUMENS PER SQUARE FOOT)[86 LUX) I I FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING THIS REQUIREMENT, EACH SUBSYSTEM SHALL BUT NOT LIMITED TO BUILDING CODES, OSHA MESH FENCE AND THE SOLID SURFACE SHALL NOT PERMIT AT TWO MAIN PROPORTIONATELY BE DESIGNED SUCH THAT THE MAXIMUM DESIGN I REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS THE FENCE TO BE LIFTED MORE THAN 4 INCHES(102 MM) FROM THE POOL WATER SURFACE AREA OR NOT LESS THAN A TOTAL DRAINS FLOW RATES CANNOT BE EXCEEDED DURING NORMAL - MATERIAL REMOVAL&DISPOSAL. GRADE OR DECKING. OPERATION. WATTAGE OF 1/2 WATT/FT2(5.4 WATTS/M2)OF POOL WATER SURFACE 9 . 3.THE FENCE SHALL BE DESIGNED AND CONSTRUCTED SO THAT IT FOR INCANDESCENT UNDERWATER LIGHTING WHERE THE FIXTURES I o 314.4 RETURN INLETS. THE CONTRACTOR SHALL INDEMNIFY&HOLD DOES NOT ALLOW PASSAGE OF A 4-INCH ('102 MM)SPHERE AND LAMPS ARE RATED IN WATTS. SKI MER RETURN ONE RETURN INLET SHALL BE PROVIDED FOR EVERY 300 SQUARE FEET HARMLESS THE OWNER,THE ARCHITECT,AND UNDER ANY MESH PANEL.THE MAXIMUM VERTICAL CLEARANCE FROM EXCEPTION:THE REQUIREMENT OF THIS SECTION SHALL NOT APPLY I :. _THE BOTTOM OF THE MESH FENCE AND THE SOLID (27.9 M2)OF POOL SURFACE AREA, OR FRACTION THEREOF. WHERE OVERHEAD LIGHTING PROVIDES NOT LESS THAN 15 THEIR AGENTS&EMPLOYEES FROM AND AGAINST SURFACE SHALL NOT BE MORE THAN 4 INCHES(102 MM)FROM GRADE EXCEPTION: ONGROUND STORABLE POOLS. FOOT-CANDLES(15 LUMENS PER SQUARE FOOT)[161 LUX]OF ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 314.4.1 DESIGN. I I ARISING OUT OF OR RESULTING FROM ANY OF THE OR DECKING. RETURN AND SUCTION FITTINGS FOR THE CIRCULATION SYSTEM MAINTAINED ILLUMINATION AT THE POOL WATER SURFACE,THE 5'-0" 10'-0" 5'-0" ITEMS LISTED ABOVE. 4.AN ATTACHMENT DEVICE SHALL ATTACH EACH BARRIER SECTION SHALL BE DESIGNED SO AS NOT TO CONSTITUTE A HAZARD TO THE OVERHEAD LIGHTING PROVIDES VISIBILITY,WITHOUT GLARE, OF ALL AT A HEIGHT NOT LOWER THAN 45 INCHES;(1143 MM) AREAS OF THE POOL,AND THE REQUIREMENTS OF SECTION BATHER. I ( THE CONTRACTOR SHALL VERIFY ALL FIELD ABOVE GRADE.COMMON ATTACHMENT DEVICES INCLUDE,BUT ARE 314.5 VACUUM FITTINGS. 321.2.2 ARE MET OR EXCEEDED. CONDITIONS AND NOTIFY THE ARCHITECT OF ANY NOT LIMITED TO, DEVICES THAT PROVIDE THE SECURITY WHERE INSTALLED, SUBMERGED VACUUM FITTINGS SHALL BE 321.3 EMERGENCY ILLUMINATION. POOL DDER CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE EQUAL TO OR GREATER THAN THAT OF A HOOK-AND-EYETYPE LATCH ACCESSIBLE AND SHALL BE LOCATED NOT GREATER THAN 12 PUBLIC POOLS AND PUBLIC POOL AREAS THAT OPERATE DURING IL AT DEE END RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. INCORPORATING A SPRING-ACTUATED RETAINING LEVER SUCH INCHES(305 MM) BELOW THE WATER LEVEL. PERIODS OF LOW ILLUMINATION SHALL BE PROVIDED WITHAS A SAFETY GATE HOOK. SECTION 315 SKIMMERS EMERGENCY LIGHTING THAT WILL AUTOMATICALLY TURN ON TO THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 5.WHERE A HINGED GATE IS USED WITH A,MESH FENCE,THE GATE 315.1 GENERAL. PERMIT EVACUATION OF THE POOL AND SECURING OF THE AREA IN AGENCY FOR ANY"ERRORS&OMISSIONS"ON SHALL COMPLY WITH SECTION 305.3. THE PROVISIONS OF THIS SECTION APPLY TO SKIMMERS FOR POOLS THE EVENT OF POWER FAILURE. EMERGENCY LIGHTING FACILITIESTHESE DOCUMENTS. 6. PATIO DECK SLEEVES SUCH AS VERTICAL POST RECEPTACLES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AND SPAS.THAT ARE PLACED INSIDE THE PATIO SURFACE SHALL BE OFA NOT LESS THAN 0.1 FOOT-CANDLE(0.1 LUMEN PER SQUARE FOO [1 _..' ' " ;;`: EXCEPTIONS: 77. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR NONCONDUCTIVE MATERIAL. Y 1.PORTABLE RESIDENTIAL SPAS AND PORTABLE RESIDENTIAL LUX]MEASURED AT A POINT ON THE WATER SURFACE "METHODS&MEANS"OF CONSTRUCTION. THE 7. MESH FENCES SHALL NOT BE INSTALLED ON TOP OF ONGROUND EXERCISE SPAS. AND AT ANY POINT ON THE WALKING SURFACE OF THE DECK,AND ARCHITECT IS NOT RESPONSIBLE FOR FIELD RESIDENTIAL POOLS. NOT LESS THAN AN AVERAGE OF 1 FOOT-CANDLE(1 LUMEN SUPERVISION. 305.2.5 CLOSELY SPACED HORIZONTAL MEMBERS. 2. ONGROUND STORABLE POOLS SUPPLIED BY THE POOL PER SQUARE FOOT)[11 LUX].AT THE END OF THE EMERGENCY MANUFACTURER AS A KIT THAT INCLUDES A SKIMMING SYSTEM THAT IS WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL IN ACCORDANCE WITH SECTION 704. LIGHTING TIME DURATION,THE ILLUMINATION LEVE HALL BE NOT 20'-0" MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE LESS THAN 0.06 FOOT-CANDLE(0.06 LUMEN PER SQ(JARE FOOT)[0.65 2 REQUIRED. HORIZONTAL MEMBERS IS LESS THAN 45114CHES(1143 MM),THE 315. LUX]MEASURED AT ANY POINT ON THE WATER SURFACE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE POOL OR A SURFACE SKIMMING SYSTEM SHALL BE PROVIDED FOR PUBLIC AND AT ANY POINT ON THE WALKING SURFACE,&THE DECK,AND POOLS AND SPAS. SURFACE SKIMMING SYSTEMS SHALL BE SPA SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS LISTED AND LABELED IN ACCORDANCE WITH NSF 50. EITHER A NOT LESS THAN AN AVERAGE OF 0.6 FOOT-CANDLE(0.6 PROPOSED POOL PLAN SHALL NOT EXCEED 13/4 INCHES(44 MM) IN WIDTH. LUMEN PER SQUARE FOOT)[6.46 LUX].A MAXIMUM-TO-MINIMUM SURFACE SKIMMING SYSTEM OR PERIMETER OVERFLOW SYSTEM ��RED Af?L, WHERE THERE ARE DECORATIVE CUTOUT'S WITHIN VERTICAL SHALL BE PROVIDED FOR PERMANENT INGROUND RESIDENTIAL POOLS ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE SCALE: 1/4" = 1'-0" �g \ PN k MEMBERS, SPACING WITHIN THE CUTOUT. SHALL NOT EXCEED 1314 AND PERMANENT RESIDENTIAL SPAS.WHERE INSTALLED, EXCEEDED. ��R �F� < J INCHES(44 MM)IN WIDTH. 321.4 RESIDENTIAL POOL AND DECK ILLUMINATION. e SURFACE SKIMMING SYSTEMS SHALL BE DESIGNED AND 305.2.E WIDELY SPACED HORIZONTAL MEMBERS. WHERE LIGHTING IS INSTALLED FOR AND IN, RESIDENTIAL POOLS WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL CONSTRUCTED TO CREATE A SKIMMING ACTION ON THE POOL WATER AND PERMANENT RESIDENTIAL SPAS, SUCH LIGHTING SHALL BE SURFACE WHEN THE WATER LEVEL IN THE POOL IS WITHIN MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE INSTALLED IN ACCORDANCE WITH NFPA 70 OR THE INTERNATIONAL HORIZONTAL MEMBERS IS 45 INCHES(1143 OPERATIONAL PARAMETERS.MM)OR MORE, SPACING RESIDENTIAL CODE,AS APPLICABLE IN ACCORDANCE WITH , BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 EXCEPTIONS: SECTION 102.7.1. INCHES(102 MM). WHERE THERE ARE DECORATIVE CUTOUTS WITHIN p 1. CLASS D PUBLIC POOLS DESIGNED IN ACCORDANCE WITH CHAPTER �` �9743- O ,� �OF NE�`l VERTICAL MEMBERS,THE INTERIOR WIDTH OF THE CUTOUTS 62. SKIMMERS THAT ARE AN INTEGRAL PART OF A SPA THAT HAS BEEN SHALL NOT EXCEED 13/4 INCHES(44 MM). ALL IN-GROUND POOLS AND SPAS SHALL BE DESIGNED 305.2.7 CHAIN LINK DIMENSIONS. LISTED AND LABELED IN ACCORDANCE WITH UL1563 AND CONSTRUCTED IN CONFORMANCE WITH THE FOLLOWING: THE MAXIMUM OPENING FORMED BY A CHAIN LINK FENCE SHALL BE SHALL NOT BE REQUIRED TO BE LISTED AND LABELED IN ACCORDANCE 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE-AND TWO-FAMILY DWELLINGS. NOT MORE THAN 13/4 INCHES(44 MM).WHERE THE WITH NSF 50. • 2020 INTERNATIONAL SWIMMING POOL AND SPA CODE. FENCE IS PROVIDED WITH SLATS FASTENED AT THE TOP AND BOTTOM 315.2.1 CIRCULATION SYSTEMS. • MIN. DESIGN LOADS FOR BUILDINGS&OTHER STRUCTURES-ASCE 7-10 WHICH REDUCE THE OPENINGS, SUCH OPENINGS SHALL BE PUBLIC POOL CIRCULATION SYSTEMS SHALL BE DESIGNED TO • TOWN OF SOUTHAMPTON ZONING&CONSTRUCTION CODES. NOT MORE THAN 1314 INCHES(44 MM). PROCESS NOT LESS THAN 100 PERCENT OF THE TURNOVER RATE Proposed Home for: 305.2.8 DIAGONAL MEMBERS. THROUGH SKIMMERS. DJ Custom Homes WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE 315.3 SKIMMER SIZING. CONCRETE PAVERS MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS WHERE AUTOMATIC SURFACE SKIMMERS ARE USED AS THE SOLE (BY OVERFLOW SYSTEM, NOT LESS THAN ONE SURFACE SKIMMER OTHERS) 10" SHALL BE NOT MORE THAN 13/4 INCHES(44 MM).THE ANGLE OF SHALL BE PROVIDED FOR THE SQUARE FOOT(SQUARE METER)AREAS, FO 3,500 PSI CONCRETE #1490 Kenney s Road DEGREES(0.79 RAD) FROM VERTIDIAGONAL MEMBERS SHALL BE CCAL.GREATER THAN 45 OR FRACTIONS THEREOF, INDICATED IN TABLE 315.3. V NYL PADDING LINER VINYFOAL L NERING WITH#4 HORIZ. REBAR Southold, NY 11763, 305.2.9 CLEAR ZONE. SAC MOMN RS SHALL BE LOCATED TO MAINTAIN EFFECTIVE SKIMMING WATER LINE TOP AND BOTTOM. Town Of Southold THERE SHALL BE A CLEAR ZONE OF NOT LESS THAN 36 INCHES(914 315.4 PERIMETER COVERAGE. I= I I MM)BETWEEN BETWEEN THE EXTERIOR OF THE BARRIER AND ANY I VINYL LINER -� _' County of Suffolk PERMANENT STRUCTURES OR EQUIPMENT SUCH AS PUMPS,FILTERS WHERE A PERIMETER-TYPE SURFACE SKIMMING SYSTEM IS USED AS I I=I ty THE SOLE SURFACE SKIMMING SYSTEM,THE SYSTEM :-. �.,, 3 COMPACTED � AND HEATERS THAT CAN BE USED TO CLIMB THE BARRIER. -III SHALL EXTEND AROUND NOT LESS THAN 50 PERCENT OF THE POOL OR FINE SAND 305.2.10 POOLSIDE BARRIER SETBACKS. SPA PERIMETER. I -III= SCTM #: 1000 - 59 - 03 - 17.1 THE POOL OR SPA SIDE OF THE REQUIRED BARRIER SHALL BE NOT 315.4.1 SURGE CAPACITY. -III - o VINYL LINER - LESS THAN 20 INCHES(508 MM)FROM THE WATER'S EDGE. WHERE PERIMETER SURFACE SKIMMING SYSTEMS ARE USED,THEY I I I I-III-III=III-III-) I I=I I H I I=I I-I I I III III-III-III= ao 1-6 III- 305.3 GATES. SHALL BE CONNECTED TO A CIRCULATION SYSTEM WITH A IIIIIII-III=IIIIII=IIIIII=) I IIIIIII=III=IIIIII=III= 3 COMPACTED � '1-1 _ In-Ground Pool Plan ACCESS GATES SHALL COMPLY WITH THE REQUIREMENTS OF - - FINE SAND SYSTEM SURGE CAPACITY OF NOT LESS THAN 1 GALLON FOR EACH _SECTIONS 305.3.1 THROUGH 305.3.3 AND SHALL BE EQUIPPED TO I II I I I, I I;,I�I,;,III,;,I !�� l I i ` -III-III= SQUARE FOOT CAP LITERS PER SQUARE METER)OF WATER �-III-III-III -) I I-I Keri Kazel Architecture ACCOMMODATE A LOCKING DEVICE.PEDESTRIAN ACCESS GATES UNDISTURBED _ _ SURFACE.THE CAPACITY OF THE PERIMETER OVERFLOW SYSTEM AND 1- I SHALL OPEN OUTWARD AWAY FROM THE POOL OR SPA, SHALL RELATED PIPING IS PERMITTED TO BE CONSIDERED AS A EARTH (TYPICAL) =III-III-III- -I BE SELF-CLOSING AND SHALL HAVE A SELF-LATCHING DEVICE. PORTION OF THE SURGE CAPACITY. I I-IIIIII _ _ t j _ i_ i 1 { III-III-I UNDISTURBED 2 Windemere Court 305.3.1 UTILITY OR SERVICE GATES. 315.5 EQUALIZERS. �-III-III-III-III-III=IIIIII-III ) I IIIIIII �I I- EARTH(TYPICAL) P.O. Box 169 GATES NOT INTENDED FOR PEDESTRIAN USE, SUCH AS UTILITY OR EQUALIZERS ON SKIMMERS SHALL BE PROHIBITED. SP eonk,NY 11972 SERVICE GATES, SHALL REMAIN LOCKED WHEN NOT IN USE. =III-III-IIIIII-III-III-IIIIII-III-IIII I 315.6 HAZARD. Phone: 631-874-2925 305.3.2 DOUBLE OR MULTIPLE GATES. SKIMMING DEVICES SHALL BE DESIGNED AND INSTALLED SO AS NOT I�=IIIIII ) I IIII-IIIIII-) I I-III-III- J, DOUBLE GATES OR MULTIPLE GATES SHALL HAVE AT LEAST ONE LEAF TO CREATE A HAZARD TO THE USER. S-1 " LONGITUDINAL SECTION Fax: 631-874-7377 SECURED IN PLACE AND THE ADJACENT LEAF SHALL BE keri@kazelarchitects.com SECURED WITH A SELF-LATCHING DEVICE,.THE GATE AND BARRIER SCALE: 1/4" = 1'-0" SHALL NOT HAVE OPENINGS LARGER THAN 112 INCH (12.7 Date: Jul 20, 2023 MM)WITHIN 18 INCHES(457 MM)OF THE LATCH RELEASE MECHANISM. y THE SELF-LATCHING DEVICE SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 305.3.3. Scale: As noted A14 Project No. 'el.. 1- LC�.t �� Y 1 f :.rr'- I Ir sr' 1 a r.• r` -.�" 17: I y J�1� i RJ`3 T_;?,ING _ .__.... FR, n, r, f _ " f fir{ L�r..iTlrl .- i y 1�',tU.a"•,TI� '• � y ,.,.n •I »I, •! S9UT I I''� -"'l r a r' •'- ((••'r1 f C {f�1 Ir1(yT 1 1 ]1a��•fir j1j T"J',I�' I' • 4 r .! �F�14'V� ^•' _ 1.J!J I l,�iv+.r7CN ' IF, ,'tt�!'. U"5 t4 �^• eTS... �' , r^ r + ter, 1 '° '° e"„ {i • ,'a { I.lL+, 1•\rI[I (� l aeOF1�55rJ'_2' 1 a_Elu ' ■ i,.' a .'r_ _ -� _ I.1^',%,;1 rC-+, ED S'I (ti+ l!�L� E�TH°:G � t !'C [s • a + � r C ^��+ +..:a^ I•t1 'vr- - { A •^��I'{ PS,CT'FA. Ill.+ 1'T-r'' Gi ` [ - ^41-TJ(C� ^ I ` , :.�,`�'7`...�+�"11V 'a :' I .h�'i l��lr•�51.I�hT" I'� ''I II °�'I<,I:UL ,K^ZL L•, UFFF. R'% 7;T�jS�,P CRT , , !"K.+�°.'1J-lt.�;, __ .-__. M1,``+ j �,•,..,I. C Y• I I 3 -r! " Ili 1°°•F •' i % _ , , I' �-•:I', r r � ��i„Ir;aJ'�,�i. , ,.[`gym t,[ •tom ,w �.._" =- - a+.• :;..,ea .1 •r j{":..44+1.1^• r5' _ _ If..YiC.,1 •C Y'C., T�ry I'G'1 - �.. X Ify f�..i 1"11 ' S' f`{ T� .1 �,•n"T'f I.a Xt; I.. �. ./.0 C •, � i8, ,r7• ^w ,r•,➢M^I4 A R3 :" 1-,.., w .- .` .a' ..rv+'!w. _c "! __,— , 11 :t :ysr Y •t t` L_I� ,'.5 FA `�r 4 I /a ` • qp F " ' /�4 �I'.�1}M•f .YS Pki LV'II�ti ` •••' ��p/a I.I6 w_r �._,L,_I t! . . .. ,r S`° _. --�- _ » - i• \' (� r ` 't•tn itt`JI•T,•}!, _.._ -___.-�+ �I r, `_•1A fin+ ra.•r;;°w .. ............_ - "''�1�� UtJC0,sDITIUJI:D SPA E , �. COfdD110NEGISP,;yE �--' TFI�,yAgREQGlIIEa Fi�'al6'-!C�Itlr•:G LvLIVING SPACE ABOVE LIVING SPACE ABOVE m.. ~ '-` �'' ��� "5&�� UNCONDITIONED SPACE ATTIC ACCESS PANEL {.1•-'I.F.� ,� • .rTi �"- eelP.� .- N = II Ilr CONDITIONED SPACE .ro_ OFSYLPI' SCALE: NTS _ - 1 r I . 'e 'S e'�,tiIC l�;aLE`li iC1`� SCALE: NTS SCALE: NTS ,,,_.,.._,._ BLS•=' ! I ti' 'I,t 1 :. x, �• IF-'u'r` r' ' `� ATTIC EAVE BAFFLE li ee L' �e: '•' ,.., -iY P�-1,M SCALE: NTS » rr- E-Cr r VT 'y-1''�I .1., `'r�fa �i•.+ `.+ i l a r•'^ •sr 1'TIC ltc:11L1,1Cti ^ �1TI4 F.�1� IN/'Lf1,, E 1 1 tfi:[=T PiP, [I" .T = 1 top .,.�;y�,e,►" • " "!�P. � �,���'J , �IJI.. l il1' gy �^�ai��^�� i^'f Cj!� ' •�I�-�'+:. a e� Ifs r •a- r a"1 . r. a"J_ ell' n ! t ^'. y 4' �i:�T.�rL1{�., r— k'F :'''"'F j •' ::G' C - w'• r L '1�'�li i� U^ S!1- 1 J' r "e7 ": y�_Y L- -a `- .. .. . _,._.. „,.. _..`.Y- -� -'�j . . r r e �� 3 Ic E{: -:,r� _ ►�-c►Ir+rai�a,ll� t.'"=G ,,_ , tr• ! r PUCH R,IFTE CF!J7=•FJ�nSE� ti� °' I �I Er 12tix r. L_C�EE N f F.'�I s r - - 17 a -FR BARRIER - - ¢ � j'€;�"'ri=�.`s•r � r _ i - ) FF�i��Frl� '! --"- ------ t`rr+^�Ir+, T" ,d`, - ". _ MI SN ?�TI�€PaU— I""�-_� �:1 € -- + rl - !- I" 'J:�Ti�tlti�F:� " s '- •e 'r r'' _ -- � I'--�- Fr' ��^:I" r r +lu--t,-I r. . ._;. - ----- -- f.r ,•.r ! Rt .■ _ vF"' .r 4++i•T�V.v'~v�: •,e' '•�• 6f .__ �• '- qa�,C'� I- , m�, M _,.'••"F__ ._ y f, 0%1' EFa F0ECF=L 1 G�t_•fCA",'IPLI ., 'a,.,....,"s`-.,.-s•,. f' a .�., 1 `�� .+� ; - _".:�, �I,3- .N'TY eF�aln,_T:F rE7rg �l'Z F'=a`rIIE-C^ t f 1 } .._...... �I' j ` ^ E I3ID 11'SJLJM,.r1 " ` \.,' } ti° w`f.��i.^`�'�I•° f Y`15 fIFl T,,.wl_f^C.� E f - 1 L fr� F, QIJILLrl,,IJ fi PER : Jtx �� �e hT ILI'J �tl r: _ "• '_ '_�1•'�_":°t= r_ �"'1A1=ER RN'Rk;F.I R a. '' _- _ > •p slrC'•IfCrt ,� �^ r °n. a, .r'• r" R,+ , 1;^ a e C' 'Y17 - . _ ;IC>""_uFC:I F,t:. T• s'- •'§ ���• w"r e{�� ■L-" -'- � "'r•- r+»_'a•I ra. ?i, I ' _- � .. ,.�f r.._iJ_L;.1�_ '.f',fJ - _-. ...M.m. ,_.. .- __ _.............._-. .. • � HI r: C !tSTl,�19T�r< of PULL DOWN I i+ ,, " r:{_ +f'r_" _°.1,I IF•� _I' -_r' r 5 4 `—#,t ATTIC STAIR . .i �i■.r-F�. ` SECOND FLOOR DETAIL �. = ="�:�. _�� SCALE: NTS SCALE: NTS 1 i� SECTION THRU PORCH ROOF SECTION THRU KNEE WALL ALT: SECTION THRU KNEE WALL SCALE: NTS SCALE: NTS SCALE: NTS FIRST FLOOR DETAIL SCALE: NTS _ f a F I r c^+DrF'L',':FI0'� I C �TI tiIJDJ�E: {'�Ft'�LA:`]T C " EA ry "=f"E` 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND ,A LU EAEF, �/' 1!—I•".='?•"+:il}�U� t1)r.� �:n:+{.�T _ r r (,r� t R7"!` `:Y_!�4f =~ _ -- rr�`�T'.':��r °�' ' IPROFESSIONAL JUDGMENT SUCH PLANS OR J_K,C,ar , C1T4T1},'I,�a(IS Eu,DOFAN SSI'',� e =I C0341"ii'llis-�ti,] .t • �_4'l F�f7R - :t+'fir- f rr'' SPECIFICATIONS ARE IN COMPLIANCE WITH - LEF-_F�,S I!'�G . 5.. Cr�4T�\til•�ais E trs—{T;�'C "�~�'`� �`.• -'�'a:.l C,r T, b"!.:'s.° .p" _ "-' - _ 'THE ENERGY CODE. I NEARBY CERTIFY THAT THE ' [ IIrST _ (PROPOSED THERMAL ENVELOPE FOR THIS PROJECT !'SEN!At�1 ,.-a -r� sf c 'th, Y ,., E r DIRECTION. 11.E . '' 9,, J x r r F }: r,^ WAS DESIGNED BY MYSELF OR UNDER MY D RE F_4 EI, �,.�Fe.' _�.�{,�, 1 y � � � � � ., .,.,I i D v •Y� F.i.R /'�Y , •' - ' _ I' r n MDR^R Ix ly F SIGNATURE p �r _L If ,.r d b p . '�0• '� �' S� 4 rJL•F. .ice ILI �'! . ' �' .4: _ •. ^.. PROTEC7 UE ' FLOORTFUSS .� .; . -- -' ----- A :''"• ` I ��R�Ir"I�I L�'i_� 1� � p d `h f f -�' Y1 -\t� ... - �I °'�� / ! a ( � �, •,I. CO ?��E e b �ti - --' --..--. .._.... _ ....... ... ....... .. _ _ RED A t ,- e _ OFSEUA�di _ ___1�P v:'' 'II.';P,''r?Yµr'iHl';"�T .r S�� ;'° as b e• r 5. ` \ \yt , ref Ctr JAY 'vN �,�!i Yam: -L � - y t't' L}'M1 Ex'�'.ir4tM_L f� GC'lf4'�II tilJafJ� I`1 J t �a Y • i I ^ r S�S - r'Y�+vH jNA,=1 t'� 4 1 (;A.V IY It ?f.l �YiD1 `11E VF;1' c [[ I)Cr.1.A „ �L ,` j ;i�� {," " - If•1Ea'?? A,t. SLY j[! ' { ! t �k OF SN l a I �, „ ti _ �ti _ r �=SEAL►►tT _ "`� �=~ °' ° ' {•• 6�•"I! 'Ei'rl„Cti;C ! ,11,,,* rr I '! 1 �� <y743'� IN c�•aT��ua.�s E�,c ?��K'?aJ_�Y�E, k� �\ �\�.,- `�; As..►'31. OF SEALANT L------------- INITERIORGYFSTil'i,"AL20AR AS AIR WRII:R SECTION THRU CABINET SOFFIT SECTION THRU SKYLIGHT WITH SECOND FLOOR ABOVE SECTION THRU CABINET SOFFIT SCALE: NTS SCALE: NTS WITH ATTIC ABOVE RIM JOIST (BOX BEAM) DETAIL SECTION THRU SLAB SCALE: NTS SCALE: NTS SCALE: NTS . . -- Air Sealing Details Keri Kazel, Architecture BRANCH LINE 2 Windemere Court " •p, TAKE-OFFS F Ix ` . AND JOINTS ) P.O. Box 169 fi ` Speonk, NY 11972 a T ERSE JOINTS Phone: 631-874-2925 ; S AND DRIVE CLEAT Fax: 631-874-7377 Q1N�TS) IN TRUNKS AND ' ALL'J (NTS ON PLENUM �} 1 keri@kazelarchitects.eom , • Date: May 12, 2020 ,E 9_FAIF SEALING DUCT SEALING DETAILS Scale: As noted SCALE: NTS ,y SCALE: NTS Project No. - i'aTERIORC�?rASEt�►!�LlS TABLE R402.4.1.1 _ AIR BARRIER AND INSULATION INSTALLATION E PIPE PE`JE T RATUO"' p [ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA T. v'.if"r':yr+�.1,1 T:7{wi i � - I � I ' y f GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A HE.',ETER CF PIPE INSTALLED IN THE BUILDING ENVELOPE. SEALING MATERIAL. EXTERIOR THERMAL ENVELOPE CONTAINS TN'}' R, OF" cuEATH1I,3 ` _--_.,__ Tr v�fi;9•�Ir ,J �,, � I < ��," i y ,� A CONTINUOUS AIR BARRIER. BREAKS OR ___, . ___ ., ___. ______________.___ _•, _ ..__.-_____ _ - P,E ' fYl IOR�',�LL THE AIR BARRIER SHALL BE CLOSU �� JOINTS IN 'r'�.}111'`IIJ�ury L' ZL{'w�' y� j —' 4 rr l t SEALED. ' - wvOh�TIIMUS BEA.O . a.�T - i :a)41 CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED THE INSULATION IN ANY DROPPED CEILING/SOFFIT X E_G - '�T CEILING/SOFFIT SHALL BE ALIGNED WITH SHALL BE ALIGNED WITH THE AIR BARRIER. 4TlO%�",3TYAS T3 - " _��F= =:�:E:,' r" THE INSULATION AND ANY GAPS IN THE AIR _ . i G`��.'E .I �.'r.�+L .. --- ----- -----—i---- ------=L-------�---- +�------ BARRIER SHALL BE SEALED. r p �`''"'_ � ' ' '• ? ' ACCESS OPENINGS, DROP DOWN STAIR OR o r � i , r f i •'w t `` r , r . \Iq. WYi rl_i " k i _ JT..'1 f',•1,1 — •.- Ilyl.. KNEE WALL DOORS TO UNCONDITIONED 1 �2" `1, - :14 ",-'L '";, ;.�'�•'-"•• - - ' ATTIC SPACES SHALL BE SEALED. I,S,=;e �';;= ��:_�.:I= :E ",3 A ER r '{ WALLS THE JUNCTION OF THE FOUNDATION AND CAVITIES WITHIN CORNERS AND HEADERS OF FRAME .�Q,.'S E.' y1�1',G !' SILL PLATE SHALL BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILLING N ..._.,,__.-,.._. v'v,'YT{`III"�„�E=�Jyv� � 1I f•�:,!'_r:'r�r.7'`.:a. .., _. — { r �� EXTER OR Ill�SULATED WALL THE JUNCTION OF THE TOP PLATE AND TOP THE CAVITY WITH A MATERIAL HAVING A THERMAL . .• c rr al�j € _ ' � �."'�i i�" E�;.'''�=`lei • OF EXTERIOR WALLS SHALL BE SEALED. RESISTANCE OF R-3 PER INCH MINIMUM. A :. :. h '4S 7. KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL __�.____.,_._. .._. .. �- E _ CONTACTAND CONTINUOUS ALIGNMENT WITH THE AIR P?-14 11'i a€Ck'I ` - — .,-.... a _ .w_.-. ..M,___... .! _'_...,.__s _ ._._. PLAN OF INTERIOR PIPE / BARRIER. A r , CHIMNEY ENCLOSURE WINDOWS SKYLIGHTS I �' THE SPACE BETWEEN WINDOW/DOOR AND DOORS JAMBS AND FRAMING AND SCALE: NTS FRAMING HALL BE SEALED. AND I RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR RIM JOISTS SHALL BE INSULATED. I r � BARRIER. r , t - - FLOORS(INCLUDING ABOVE- THE AIR BARRIER SHALL BE INSTALLED AT FLOOR FRAMING CAVITY INSULATION SHALL BE { p -" -_.... .-... ;.Cc.-`°_� r ti GARAGE AND CANTILEVERED ANY EXPOSED EDGE OF INSULATION. INSTALLED TO MAINTAIN PERMANENT CONTACT WITH - • n c^;? 'y r_.=:^r.�= . } - "t` f`5 " FLOORS) THE UNDERSIDE OF THE SUBFLOOR DECKING,OR SECTION THRU TUB E``T"+" ` • � r — � - �- � - _ �� � � >lTE FLOOR FRAMING CAVITY INSULATION SHALL BE �.11 I of �• PROVIDE I RIOR VEA FII-'a ` - PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SCALE:: NTS • I I _.;�4 - -- 7ERI' 'A" O _.' SHEATHING,OR CONTINUOUS INSULATION INSTALLED _ SECTION THRU INTERIOR r4TE '- OP �uFR r T`3 Ih, t'tIOR 4'.'KLASSEIti E.Y J I �r, ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER t ,� • FIREPLACE ENCLOSURE _ If '' FLOOR FRAMING MEMBERS. A• SCALE: NTS - I I ' I CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL WHERE PROVIDED, INSTEAD OF FLOOR INSULATION, SECTION THRU CANTILEVERED -p, SPACES SHALL BE COVERED WITH A CLASS I INSULATION SHALL BE PERMANENTLY ATTACHED TO VAPOR RETARDER WITH OVERLAPPING THE CRAWLSPACE WALLS. FIREPLACE ENCLOSURE Ih,�s��l�� ;;� yt' " JOINTS TAPED. WAIL SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS,AND SCALE: NTS i,.-' M` FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. IPI�P.iui'i,'�LL NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR - f `'``` r NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. �'■-.• - 1' " - GARAGE SEPARATION rt� S.i„y[r,;,y hi�'^r_d,,�F. � � �` - AIR SEALING SHALL BE PROVIDED BETWEEN 1 ?�:� �':S'E„�,+,, - , THE GARAGE AND CONDITIONED SPACES. -. 5111 Wl"^,+l : i�.DGER ELC'�1�1PIG;;�P,EO?I ED .- fP• A 1i`.rlf3 ,�7 i��1,,. T� - y 'r y t�"" RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE L` - .1� .1 r�__„ INSULAi:O EXTERIOR� s ' -.�•Y. IIJV+.I �t i„�..E' S� _ { THE BUILDING THERMAL ENVELOPE SHALL BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT C�I`IT1P�iJ L"5 Eh.J �= ITA'ANT •�1'• rc `, -+ BE SEALED TO THE DRYWALL. AND IC RATED. _ Pf?'a, EIT ��s�E VERTICAL SECTION THRU CHASE PLUMBING AND WIRING BATT INSULATION SHALL BE CUT NEATLY TO FIT i'Ol�ti-EtiGF'lrs: AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, OR SCALE: NTS N THAT ON LY 1 .. CONFORMS TOO AVAILABLE SPACE SHALLXTEI D ----------- ------ ------i__ 1----r rr } V- t Ta-Lcl�'�I1J`I Tk y,' BEHIND PIPING AND G WIRING. ti , A c ,° �� - r^R.r._ ' l � ! y -' a '3 � SHOWER/TUB ON — — P:S'ALL I IT ZI O„ SHE/,_TI �� C_,D, ;tt _�E'te,`j e _ �^ __ THE AIR BARRIER INSTALLED AT EXTERIOR EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS FR CT' TO I1N1-5T.4LLA11CPI tJ' :`JTLI%�y IFa11L�TC Y.1.LL RIET`y,>?'L+1 - EXTERIOR WALL WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED. L�TzJ P XT:7}�fi: Lk uEP RLOGr`+S dry Fti C C':'I,II Ti�`,=:� EF'�,;F �,ti"� P_fl l i SHALL SEPARATE THEM FROM THE 1f,'gLni_ID_:)�CE 7r�I ^9!1UH �1T;',',' L? SHOWERS AND TUBS. I -- CC JT`N0,1 H0 OF 1 j d iLf� ELECTRICAL/PHONE BOX THE AIR BARRIER SHALL BE INSTALLED J _h�tirt �� �`n" � VERTICAL SECTION THRU TUB CHASE BEHIND ELECTRICAL OR COMMUNICATION 1 11i !LL5C7r 1r�_LI - - - - ON EXTERIOR WALLS_ I , , '�� SCALE: NTS =14` * BOXES OR AIR SEALED BOXES SHALL BE -= -- ------ -- ------ INSTALLED. _ I a'•t`' HVAC REGISTER BOOTS THAT PENETRATE —ti5t,+C- FF 117 HVAC REGISTER BOOTS r BUILDING THERMAL ENVELOPE SHALL BE i L41JF JxSSEP,dE_Y----�- _ - ^� �FL4vF.�F;1f.E 1 w M ,+.r= .. ..-. �LxF�t'�G;+;��. _ - wz- } '.: 3. SEALED TO THE SUBFLOOR OR DRYWALL. u - `..�: HAD OFSEk 4I:- ' .ir: .2t.,-.�,.o.• .'�rr:.:..k ..Y°...... �.:;X...r...ra,m.,.�.:r _...._..,. `^ .•:Y ' WHEN REQUIRED TO BE SEALED, CONCEALED SPRINKLERS CONCEALED FIRE SPRINKLERS Ir I •i, F ______.-___ __-_.__..,_.__..-___—._._. -_-____ __,____-.._.___._._.__.____ .,.ti �,1. ,.�; SHALL ONLY BE SEALED IN A MANNER THAT +EP}I.�:`r`oF��ty �' -_ „ '. _ IS RECOMMENDED BY THE MANUFACTURER. - CAULKING OR OTHER ADHESIVE SEALANTS -- ,„ r : ti ff{SJL�TEC R�?.1=_: SHALL NOT BE USED TO FILL VOIDS.ry ,' F10�"q 3; uL1' l BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR CEILINGS. SECTION THRU BUILT IN BENCH �� ..�.�,�. .��..�.. � f" °`•�"`" � r ` DUCT rt� rrl,: >rr SCALE: NTS - `� -t,•►" "�tF A. IN ADDITION,INSPECTION OF LOG WALLS SHALL SECTION THRU SHOWER `� BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400. TO THE BEST SHAFT _ _ � T�E,�-ou:�LT1E.G: _ - SCALE: NTS , ►, y ' - � PROFESSIONAL JUDGMENT,SUCH PLANS OR D SCALE: NTS SFCTlOra THRU STIP,1rAY SECT10 d THRU V�.�I�I_ SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CODE. I NEARBY CERTIFY THAT THE PROPOSED THERMAL ENVELOPE FOR THIS PROJECT STAIRWAY WITH UNCONDITIONED WAS DESIGNED BY MYSELF OR UNDER MY DIRECTION. ELECTRI CAL W RE SPACE BELOW SIGNATURE/SEAL: SCALE: NTS h �I �FtED A R I � cy � TOP FLPI E ` AN k - I,�'•��iF�':T�t=:EC I'f C:T''�.;f fi (iCNT F';wlC'�JF'' _ __ = t!'ay'� .a"!E Fly;;? 6 1 ---•------------- EXPA C!N'G FfiN 11 SEr��{7 - -- -AhTl ie�r IIPif?GL{~Il,rTO; . ' FRPIE F-0,R TOP PLATE �r S01,1TIt4J0U5 • IL �Y �_• •r. - , e, r ''a pt ' r ;`r� � �'.4� i. 1rr'f- R 1 • OFNCONWJOUS SE,,D la E cA r 1C FD ";1 WALL STUD c[ I !nn ,;ryE7L`�I�. � 1 7F '�; '' t I'r 1'rl,+ ' .'+ ��`� i � `r ♦ 1 �� _ __ _- �...,—. ..... 1� _ .._��_ �,�1�_P��Li, •a��F S4FF T SEALANIT Air Sealing Details 1 '4 VIE". _ PF;,�' )l VEP+�f 5�!Ir,'- bt�1LSTLrD { 'I � �._,' I _ ��� _ C 1Q �u'`�. [y�^ mI(� r` ir' { i (F r r � Jt4r!C�I fTG,`,IC�`y�ifi`S..�T .I'J -E�'A►,"tlE1G f11A.l� SFAI.� T A.T FFIL'"TTP a'�" t �7 + ,,.�` y�..,F:.i Kerr KaZel, ►��,Mfi��;� -IE�,.�,,� _ _ Architecture —I IitTIN IS BIA,D OF SULM,7 AT E?(TEF rQR t+",r �a�sLLR _ 2 Windemere Court _ TO SOF-,T�.c•:�'l1ElY CO^NT.�lJ l:S c�"u P.O. Box 169 --_ -------- ------ - OF Speonk, NY 11972 Phone: 631-874-2925 EEP3 Fax: 631-874-7377 I F1 - OF WKhL IT keri@kazelarchitects.com PIPE PENETRATIONS WIRE PENETRATIONS PRE BUILT RECESSED LIGHT ` SCALE: NTS SCALE: NTS SCALE: NTS 8ECTION THRU PLUMBING SOFFIT SECTION THRU DROPPED SOFFIT ate. May 12, 2020 WITH SECOND FLOOR ABOVE WITH SECOND FLOOR ABOVE Scale: As noted D2 SCALE: NTS SCALE: NTS Project No. JOIST DETAILS Load bearing or braced/shear wall Plate nail-16d(0.135"x 3Y") 1Yz'round holes maybe at 12"on-center above(must stack over wall below) Load bearing or braced/shear wall above cut anywhere in web Plate nail,16d(0.135 x 3 Y2") 7 Blocking panel:1Ya"TJ"Rim Board, ALLOWABLE HOLES - TJI Joists outside of hatched zone if Plate nail, 16d(0.135"x 3Yz") When sheathing thickness exceeds/", 2x stud wall at Floor panel nail- g p " (must stack over wall below when present) at 16"on-center at 16"on-center 1Y"or 1Y"TimberStrand LSL or No load bearingthey are located 3'away Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y")at 6"on-center g p Web stiffener " 1 " TJI"joist. wall above Min.distance from Table A Min.distance from Table B horizontally 1Ya"TJ"Rim Board,1Y4"or Plate nail-16d(0.135 x 3h) Blocking panel: (edge-to-edge)from a 1Y2"TimberStrend®LSL or required on both Web stiffeners required on 2x4 minimum Web stiffeners 1Ys"TJ"Rim Board, DO NOT larger hole. at 16"on-center* r9 TJI®joist sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1Y4"or 1Y2"TimberStrand"LSL cut or notch flange. , Floor panel nail- ®. , 8d 0.131"x 2Y2 at 6"on-center* boundary nails, at B3W ONLY or TJI joist ( 8d(0.131"x 2Y2") 1Ya"or 1 Y2" Web Stiffeners required at 4"on-center I TimberStrand" yls" Web stiffeners 6" O O g" Rim-to-joist LSL rim board. _ -4 required on both 6 nail each side at A3._W B1 61 W Toe nail-10d(0.131" sides Of both joist 6• L1 2 x D1 D1 Closely grouped round L2 2 x L2 D2 6" 6' Toe nail, Toe nail, i 1 IV TJ"Rim Board, When sheathing x 3")at 6"on-center ii r ends at B4W ONLY IVo Ijetd coe minimum holes are permitted if minimum No field cur Do not cut 10d(0.131"x 3") 10d(0.131 x 3") (A3.1/A3.I W only) thickness exceeds 7/s", 12" at 6"on-center at 6"on-center 1Ya"or 1 Yz"TimberStrand"LSL. trim sheathing tongue min. Web stiffeners required O NOT poles in (applies to all holes the group perimeter rotes to notes larger on both sides at B1 W End of joists at hatched ) meets requirements for hatched + cut hot In cantilever except knockouts � than 1/a'tn centerline zones round or square holes. zones cantilever Web stiffener TJI®rim joist " " at rim board and 62W ONLY of support rein rcement. Toe nail-10d(0.131 x 3 ) Ta le A - End Support required on both Must have 1i3/4'minimum " Installproper blockin to Blocking panels may be required pp�I at 6 on-center* 9 9 P Y q sides at A1W ONLY Blocking panels may be required with braced/shear Minimum distance from edge of hole to inside face of nearest end support Al Al W* A2 A2W* joist at ends. Attach A3 A3.1 A3.2 A3.3* support all panel edges B2 B2W B3 e with braced/shear walls above or B4 64W TJp 9 pport O O O O rim joist rA3 detail. walls above or below-see detail 61 below--see detail B1 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A3.1 A3.2 A3.3 For additional installation specifications see Rim Board A3.4 A3.4* DEPTH 2" 3- 4- 5" 6X- 7" 8%- 11" 13" 2• 3" 4" 5" 6yr 7" 8%g" 11- 13" *For additional installation specifications see Rim Board Details and Installation in A3W O O O W Nail through 2x cantilever,wood backer and 110 1•-0• V-6- z-0• T-O- 5•-0• 1'-0" T-6• 2.6" T-6' 4-6- Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. W W W Details and Installation in Weyerhaeuser Installation Guide A"TJ"Rim Board or 1Ya"or 1Y"TimberStrand" Blocking TJI®joist web with 2 rows 10d(0.148"x 3") z10 1-0• 1�• r s• 3-0" 5�• 1'-0• 2'-0" 2 6- 4-0" 5-0• for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. sY- 230 1•-6" 7-0' r•s" T-6" 5'-6• 1'-0" r-0" T-0" V-6" 5•-0" top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Y2")nails with 3Y2"TJI" 360 1•-6• 2'-0• 3'-0• 4'-0• V-o' V-6" 7-6" T-6" 5'-0" 5•-6" connections equivalent to floor panel schedule. joist flange widths. 560 1'-0• 2••6- T-6• s•-0- r-0- r-0• T-0- 4'-0• 6-6- s•-0- V-0"length of TJI"joist 8"diameter maximum hole for 11%"- " 110 1'-0• 1•-0• 1'-6• z'-0• z'-6- T-0• s-0• 1'-0• 1'-s" r-0" 7-6• 4-6" 5•-0" s'-0• 1Ya"TJ"Rim Board 1Ya"or 1Y2'TimberStrand reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0• r-6" 2-0• 2'-0• T-0• S-6' W-W r-0• r-s^ 7-6" T-0" s-0" 5'-6• s'•s- LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 1'-01 1•-r z•-o• 2•-s• T-0• T-6' s'-s• 1'-0• T-0" r-s" T-6- 6-6" 5•-0• T-0' 4'-0"length of 8"diameter maximum hole for 117/a"- block.Use 4'-0"length maximum for blocking panels 9Y2" I 3/"reinforcement 7 " ® one each at top and bottom flange. 360 1•-6' z'-0• T-°• T-6• 4'-0• s-0" r-0• V-6- 7-6• 3•-6- 4'-6" V-6' V-6' T-6• 8"diameter maximum hole for 16"deep blocking panels;6"diameter with 9Yz"and 11/a TJI deep or shorter than 12"long. with one 8d(0.131"x 2Y") 7 on one side at E2, maximum for blocking panels 9Y2" joists. Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies to sso 1 6• r 6' 3 0' a o' S-0• s-0• 8-0• r-0• 3-0" a s" 5 6" T-0" T s• 8°' Web stiffeners 11/8"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2Y2") Horizontal blockinguniform) 110 1'-0" r-0• V4r 1'-°• r-6" r-0• T-0• 6-6" 1'-01 r-0" r-6" 7-0" T-6" 4'-0• s'-0• 8-0" deep or shorter than 12"long. nail at each comer y 210 r-0• 1•-0• 1'-0• r-0" r-0• 7-6" 3'-6• V-0• r-0• r-0" 7-0" 7-6" 4•-0" 4-0- s•-s" 8'4r *minimum d from above required on both 6"diameter maximum for Do not cut flanges. 1Ya"TJ"Rim Board 1Ya"or 1Y2" panels between each loaded joists 14" 230 1'-0• 1'-0' 1'-0• 1'-6- 2•-6• 7•6• 4'-0• r-0• 11-0• 1'-0" r-0" T-0" a••0" s-0' r-0• 91-0" sides at Ei W ONLY blocking panels 9Y2"deep or g TimberStrand"LSL.Nail with joist.Nail to top plate with " only. 360 T-0• 1•-0- 1•-V 2'-V T-F 4'-0• F-6- 8•-0• 1-0- 1 s" r s^ a o- s-0- s s• e•-0• s•-0• shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of 3/a" connections equivalent to Wood D� �R` 560 1'-0• 1•-0- z•-0" T-0• 4••6• 5'-0• 6'-6" 9'-0• 1•-6- 3'-0" 4'-0- s-o- T-0" T-6• w-o• irr-w Yes"�, Do not cut flanges. 1Ys"TJ"Rim Board or 1Ya"or 1Y2" each at to and bottom flan e. ��� et jj 110 1'0' 1'0• 1-0" 1 0" 1 0• 1-0• r-0• 3-0• s o• 1'-0• 1'-0" 1'-0" 1•-6" T-°- T-0" 6-6" r-s" 10•-0- � TimberStrand"LSL.Nail with 10d P g reinforcement on floor panel schedule. backer ey aa���e`I a5on210 1•-0• 1•-0" 1'-0" 1•-0" 1'-0" V-6" r-0' S-W 6'-0• 1•-0" 1'-0" 1•-0" r-0" T-0" T-6- V-W a•-°" 11'-0" one side at EE, 12"length of Y4" i�� ticc'" bo is" 230 1•-0• r-0• r-0• 1•-0" r-s• r-6" T-0" 4•-°- r-0• r-0• 1%0" r-0- r-0" T-6- 4•-0- r-o• s•-w 1r-0•(0.131"x 3")nails,one each at Attach reinforcement to " both sides at E6 �e� ttop and bottom flange. joist web with 3 rows Full depth verticalreinforcement on one side c�`�agr l �0 36 5so 1 0- 1 0• 1-0• 1'0- z-0" a-0• s o- r s• 10-0• 1-0• r-0• 3 0" a'-0^ s s" r o• 10 0. 1�-0" 1r-0- blockin between at E7,both sides at E8 F1 �e10d(0.148 x 3 )nails at 6 9Attach reinforcement on-center,clinched.Use 2 each joist 4- 6- 7" 8" 10" 12" 14314" 16Ya 4- 6- 7" 8" 10- 12- 14Y4" 16Y4- A O O Less than 5" to joist flange with 'j t�` rows with 9Y2"and 117ja' Less than 5" ET E8 18" 360 1'-0" 1•-0• 1W r-0" 4•-0• s-6" s•-0• r-0• 3'-0" a'-6" s'-0. 1a-0" 1r-0" 1X-6" squash blocks ® A" 8d(0.131"x 21/2")nails at 6" �a+�� TJI"joists. sso r-0• no- r-0• 7-0• a s- r o• 10'-6" r o• 6-0• s's- a o" 1 r-0. 17-0" 1a-0" 1Ya"TJ Rim Board or ��.a on-center.When reinforcing E5 E6 �/Gap*: WEB STIFFENER ATTACHMENT 20" 3so 1-0• 1 0• 1 0• 1-0• z o• 4-0• r-o• 101-W 1W 1'-s- 3'-0• 4-0" e'-0. 11'-6" 1T-6" 15•-6" CS Use 2x4 minimums squash blocks to 1Y4"or%"TimberStrand"LSL. Face grain a� Ya"minimum 5so r-0• r-0• r-(" r-0• 7-0" 4'-0• s'-0. 1r-0• r-0• T-s• 5'-0" r-o" q � both sides,stagger nails. transfer load around TJI®joist Nail with 10d 0.131"x 3" horizontal E4 23/a"maximum / ( ) Not for use with 31/2 TJI®joist flange widths 1" E1 E1 W nails,one each at top and E2 E3 (1Yz"for TJI" � Nailing: Mabmu 6 distance from e or edgeof hole to fins de faver ce Support rest intermediate or cantilever bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. g support Applysubfloor TJI"joist blocking with end JOIST TJI. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingY. L Web stiffener both sides. DEPTH adhesive to all blocks installed at/3 joist-span 2" 3" 4~ 5~ sy�" 7" s'/," 11- 13" 2" 3" a" s" 6y" 7" s%" 11~ 13" Flush bearing plate required. Flashing locations using See table below. *With point load from above,and no support Double TJI"Joist Filler Block: g contact surfaces 9 below,install web stiffener tight to to flange 110 r-0• 7•6• T-6• 4'-6' T-6- 1'-6' z'-6" T-6" 5•-s" 6•-6• Hangerminim height must Hanger Backer Block:Install tight Maximum overhang two 8d(0.113"x 2Y2) 9 P g Attach r the table. Tight fit a at bottom flange) s 210 7-0• r-s• 3•-6" 5'-0• a•-0• r-0• 3'-0" 4'-0• s•-s• T-6" be a minimum of 6OOAepth � to to flange(fight to bottom permitted at beam. (gap g ) �" P 9 ( 9 P Treated 2x_ nails or 230 2•-6• 3'-0" 4•-0• s•-s• s'-s• 7-0• 3'-6" a•-s" s•-s" r-s" of/adst depth Nails shall be driven from n "screws, Depth Minimum Web Nailing Requirements 1 flange with face mount hangers). ledger gQa ZY2 p g q 360 3'-0• 4•-0• 5'-6• s'-s" 9•-0• 3'-0• a'-0• s-s• T-0• 8'4• alternating sides.Clinch nails Clinch nails when possible. o�s� TJI"Joist Series Number Nails 560 3'-6• 5•-0• V-0" T-s• 1°•-0• 4'-0• 5'-6- s•-6• 8•-0" s'-0" when possible. P See fastener 1 " 1 " y31 �af'� typical On.) Stiffener Size Type • table below.Maintain 1/s TJ"Rim Board o®1/a �� End Intermediate 110 r-0• 1'-0' r-s- r-0• a•-o" a'-0' s'-s- r-0• rs" r-s• a•-o• r-0• r-0• s•-s- t or%"TimberStrand LSL. 110 All % x 25/16""' 210 r-0• r-0• 2-0• 3'-0^ 4'-6" s-0• 9-0^ r-0• r-0" 3-0" a'-0• 8'-0• a'o• 10 0- 2"distance(minimum)from 3 5 �,� 8d 11z%- 230 r-0• r-o- 2•-6" V-6" s-0" s-s• la-0• r-0" r-0- T-s" 6-0• a-s- s••o- iv-s• Top mount edge of ledger to fastener. 210 All /a"x 2/s" 360 7-0• T-0' 4'-0" &-6" r-0" T-6. 11'-0• 7-0" T-6" 5'-0" r-0• s'-s• s'-s• 11•-0• hanger M r Option#2: 230&360 All 7/a"x 25/6"p, (0.113"x 2Yz") 3 3 560 r-6" 3'•0' 4-6" 5-6" 8'-0" V-6' 17-0• 3•-0• 4-6- 6-0" e'-0" 10'-0" 11•-0. 1r-0• Fastener Allowable Load(2)(lbs/bolt) 2x strapping installed at Y 16d 110 r-0• r-0• r-0• r-0" 2'-0" 7.6• 4'-6' 8'-6• r-0• r-0" r-0" 7-6• 5'-0" V-0• 9'4. 12•-01 Backer block Y2"Through bolt joist-span locations using two 560 All 2x4'Z' 1 210 1•-0• 1•-0' 1•-0• 1•-0• 2-0" 3'-0• 5•-6• s'-s• 1•-0• 1•-0" r-0" T-6* s•-0• T-0. 10•-0. 13•-0• Rim Board Material Y2"la bolt Y2"Through bolt with Air Space ( 14" 230 1'-0• 1'-0• I-(r T-O" T-6" 4'-0• s'-0" 10'-6" 1'-0" 1'-0" 7-6" 4'-0" 6'-6" T-0' I V-0' 13•-6" Face mount " 0.135"x 3/z") hanger both sides of web 9 g P 2Y2 screws per joist,typical g with single TJI"joist 1V TJe Rim Board(3) 480 695 18" 4 4 360 1•-0• 1W 2'-0" T-6" 5'-6• s'-o• s'-r 1r-6' 1'-0• T-0" 4'-0" 5'-0" 9'-0. 10'-0. 1r-o• 1a'-0" 1 4"TimberSiran LSL 610 725 615N Option 560D 20" 2x4u' 16d 5 5 560 1•-°• v-0• 1•-6- T-6• 5'-6- s'•6• s'-0. 13'-0• 1•-0• T-0- 5•-0• r-0. iv-o- 11•-0. 1s'-6. 15•-0" Web stiffeners required if'sides of 1 Y2"TimberStrand"LSL 675 725 Directly applied ceiling 22.0) (0.135"x 3Y2") 6 11 110 11-0" r-0- r-0" r-0• 1'-0• r-0" 2'-0• s-0- s'-s• r-0- r-0- r-0" r-0" T-6" 4-s• s•-s• 1r-s• 151-0" With top mount hangers,backer block required only Y PP 9 H1 hanger do not laterally support at HZ H3 24"�" 6 13 210 1•-0• 1'-0' 1'-0" 1'-0• 1'-0" 1'-0" 3'-0• s'-0. 10'-0• 1'-0^ 1'-0^ 1'-0^ 11-6" 4'•6^ 5'-6• 10•-0' 1z•-s" 1s'-0• • O 3 ". for downward loads exceeding 250 Ibs or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. least/a"of TJI joist top flange LA 2 Allowable load determined in accordance with ASTM D7672. PB1 When specked on the layout,one of e 1 PS1 or PS2 sheathing,face rain vertical 16" 230 1 0• 1•-0• 1'-0• 1•-0• 1••6- r-0• a'-0• 6'-s• 11•-0• 1•-0• 1'-0- 1•-0" r s" -6-0. -- (3) s-0. 10-0. 1s-0. 1s s• conditions.For nailing requirements see page 5,TJ- O O O 9, 9 360 r-0• 1.0• r-0" r-0' T-0" 4'-0' s'•s' 1a-0" IT-6. 1'0• a'o" r s'-0. 13-0. 1a s• 1r o^ the bracing options above is required 9001, Weyerhaeuser installation Guide for Floor and 1ye Tr Rim Board is allowed with joist depths<16"only. 9 P 4 (2)Construction grade or better 560 1•-0' 1•-0' 11-0^ 1•-0• z•-s• 3'-s• r-0. 11'-0' 15'-0" 1•-0• 1•-0" 3'-0" 5•-s- s•-0- 10•-0. 1a•-s• 1s•-0. 1s'-0• Roof Framing, TJ-9001. (4)Maximum Ys"shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI"560D Joists 4- 6- 7" 8" 10- 12- 14Y4- 16Yi 4" 6" 7" 8" 10- 12" 14Y4- 16Y4- BEAM DETAILS FASTENING of FLOOR PANELS 18" 360 1'-0• 1•-0" V-6" 3'-0. 6'-0• 90-0. 14'-6• 1'-0" 4'-0- 14'-6' 16•-6' W-O' Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES sso 1'-0" r-0" 1'-0• 7-0• s-0. 10'-0• t5'-0• 1'0• s-0• 8'-6- 11--6- 16'-6* 18'0. 1s'-0" TJIe(1)(2) Rim Board 1 Ya" TJI®Joists 110 210 230 or 360 360 560 560D 20• 360 1-0" 1-0" r-0" r-0' T-0" V-0" IV-W 15'-0" 1'-0" T-6• 4'-0• T-°" 1r-6• 16'-6. 1s'-0" 20•-6" BEARING FOR DOOR BEAM TO BEAM BEARING AT Nall Size 110,210, 360 and 1y8-T r TimberStrand®LSL TimberStrand"LSL Microllam® Parallame r " r r r 560 r-0" 1'-0" 1•-0" 1•-0• r•6• 6-6. 11'-6. 1s-0• 1'-0- T-0- 6'-0• 8'-6• W-O' 1r-0' 1s'-0" zo'-0" BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Rim Board 1Y4" 1Y2" orwlder LVL PSL DePfl1 9Y"-11/e 14"-16" 9Y2"_11/" 14"-16- 9Y"-11/s'• 14"-16" 18"-20" 11/e" 14"•16" 18"-20" 22"-24" Rectangular holes based on measurement oflongest side. 8d(0.113"x 2Y2"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x6+%" 2x8+%* 2x6+Y" 2x8+y2" 2x12+yz" Two Two Two Four/4"x 15" : Leave Ya"of web(minimum) l top and bottom re hole.DO NOT cut joist flanges. 1Y8"TJ"Rim Board or Strap per code i`top plate 2x6 2x8 Tables are based on uniform load tables in current design literature. 1Od(0.148"x 3-),12d(0.148"x 3Y4") 4"l3) 4"(3) 6" 4" 3" 3' 5' 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple span(5 minimum),or 1 Y2"TimberStrand" is not Continuous over p p ( minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located LSL or blocking for lateral header 16d(0.162"x 3Y2") 6' 6• 16-t4) 6"(51 6"ls) 6"ls) 8"(4) 6- Cantilever Filler 2x6 2x10 2x6+Ye" 2x10+Ye" 2x6+y" 2x10+Y2" Not at the center of the joist span provided that no other holes occur In the joist a • Detail E4 4'-0"Ion 6'-0"Ion sheathing sheathing sheathing sheathing li Not applicable support (1)Stagger nails when using 4"on-center spacing and maintain/ joist and panel edge distance.One row of fasteners is permitted(two at abutting ( ) g 9 4'-0"long V-0"long 4'-0"long 6'-0'long applicable panel edges)for diaphragms.Fastener spacing for TJI8 joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) ALLOWABLE HOLES - Headers and Beams Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI"joists. s - 3 " 3 " z - 3 plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least W'and staggered. (Detail F7 /e or/ / or/ /e or 1'Net 2x6 2x8 2x12 Two as x g 1.55E TimberStrand® LSL Headers and Beams ( ) ( 9 gauge p or H2) sheathing over Column • 3 With 10d 0.148"x 11/2")nails,spacing can be reduced to 3"on-center for light au a steel straps. 2 x diameter of the To mount Filler (0.131"x3 s') P (4)Can be reduced to 5"on center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Nail Size (0.131"x 3") largest hole(minimum) hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Backer (0.131'x 3") Protect untreated Y depth Allowed hole zone Cc11Umn Face mount (6)Can be reduced to 3yz"on-center if nail penetration into the narrow edge is no more than 1�"(to minimize splitting). Filter 32 50 hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail 15 g contact with recommendations listed above. Quan*yl2) Backer 15 15 - ----- L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI"joists is 18"on-center. r - ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of V into the TJI"joist or rim board is achieved. (1)a necessary,increase filler and backer block height for face mount hangers and maintain bYe"locks gap 2top of joist;see detail oc Filer and backer block o L O O O literature for framing connectors 3 " dimensions should akxwmodate required nailing without splitting(12"minimum for backer bbdcs and 24'minimum for filler blocks). ° ° ' ° ° 1.55 E TimberStrand"LSL ■To minimize splitting,maintain edge distance and row spacing of 2Y2 x nail diameter or/s,whichever Is greater. (2)Clinch palls when possible. Header or Beam Maximum Round ■Nailing rows must be offset at leastY27 and staggered. ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser installatior Guide for Floor Depth Hole size and Roof Framing,TJ-9001. 9X%9Y2" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at $" 8" 11Y"-11 8" V8 Fastener Installation Requirements O cantilever and end bearings by blocking 14"-16" 4%' Piece #of TJI® joist floor framing does E1 panels,hangers,or direct attachment to Fastener � g P 9 General Notes See Illustration for allowed hole zone Width Plies Type0) Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads anywhere along the member. 10d nails 3" 3(2) sides,stagger fasteners on the second mid-span blocking . Round holes only BEARING AT 12• side so they fall halfway between No holes to headers or beams in plank orientation. COLUMN 2 12d-16d nails 3 Ya" 2m One side fasteners on the first side. • Screws 33/a"or 3Yz" 2 24" 1 c nails 3" 3r� Other Trus Joist® Headers and Beams 12" Both sides All Rim board joint 12d-16d nails 3 Ya" 2r" DO NOT bevel ut joist E2 between joists Microllame LVL B 3 " 3 3 " " beyond Inside face of wall J DO NOT overha .Sent cuts 1.3E TimberStrand® and Parallarre PSL 1/ 3/8 or 3Yz Both sides O on beams bejlron the inside LSL hole zone hole zone 2 x diameter of the depth ° Screws 2 24" Load must be applied evenly across 3. E" One side entire beam width.Otherwise,use facie ofsupport ember, largest (minimum) Y3 P • la est hole minimum Verify column capacity 10d nailso) 3" 3(2) connections for side-loaded beams. DO NOT cue error or drift and beam bearing 12" One ply) --- ---, hoexcept as Indicate In headers or beamsn L5 length.See current 4 12d-16d nails(3) 3 Ya" 2`�t _ T--d o L--- I -J o o ll/ustraflons and tables. Weyerhaeuser literature. Screws 5"or 6" Both sides 2 24" Multiple pieces can be nailed or bolted together to 6 3/4• One side L6 form a header or beam of the required size,up to a TJI"rim joist Microllame LVL and Other Trus Joist"Beams 5"or 6" Both sides maximum width of 7" Screws 2 24" L3 1Ys"TJ"Rim Board or Parallam®PSL 3Y2" 2 6 Y4" One side Header kp Beam Maximum Round allowed hole zone De 1Ya"or 1 Y2"TimberStrand"LSL. Depth Hole Size O middle Y3 span 43/e" 1" Y"bolts 8" 2 24" - 5Y2• 13/4 (1)10d nails are 0.128"diameter,12d-16d nails are 0.148"-0.162"diameter,screws are SDS,SDW,USP WS,or TrussLOe B1 L1 d 1.3E TimberStrand®LSL allowed hole zone d 7y"-20- 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 62 • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only BEAM ON NAILING AT BEARING FLOOR No holes In cantilevers. COLUMN CAP (FLOOR) L5 B3 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • • No holes in headers or beams in plank orientation. I Load bearing wall above 1Y"TJ"Rim Bo d or g j 1,'14"or 1 Y"Timb rstr nd®LSL. Joist may be shifted up to 3"if Use B1 Or 62 at a One 10d(0.128"x 3") OP WARNING 8d 0.113"x 2Yz") nail into each flange floor panel edge is supported B4 intermediate bearings ( and span rating is not exceeded. nail each side.Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally Bracing Includes: RED q • Blocking • Sheathing • nails at an angle at braced/shear wall 9 � Rc 1 Plumbing Drop Rim Joist P1 2"from a from above s s stnn Limes End of joists • Hangers • Rim Board � at centerline 3Yz"minim m of support COLUMN BASE 3 " intermedia a bearing Also see detail B2 pP 1/a minim m d b fig 9 _ f single-fami y a plica' s 5Ya"may required for maximum`' : t shear transfer. Connections equivalent capacity O o O Y �►4� _ �^ to floor panel n fling scheduleEl d 0�9743-� �� t Rim to TJI®Joist o DO NOT walk on joists DO NOT walk on joists DO NOT stack building ��C` � Ills"TJ"Rim Board, ® o • / until braced. that are lying flat. materials on unsheathed QF NeN '"'`•:°' 1Y4'or 1 Yz"TimberStrand"LSL. TJI 560 rim joist:Toe Additional joist is required if ° ` _ INJURY MAY RESULT. joists.Stack only over nail with 10d(0.128"x o WARNING NOTES: TJI"110 rim joist: floor panel edge is unsupported L4 i beams or walls. P2 One 10d(0.131"x 3")nail into nails,one each side ® or ifs an rating is exceeded. , ,. P 9 _ _ o � - Exterior Deck Lack of proper bracing during construction can result in serious TJI joist flange TJI 560 LA DO NO use sawn each flange o Attachment accidents.Observe the following guidelines: • T-110floor joist lumber for rim TH Details 210,230,and 360 rim joist: �-•,�; -'� -- - Structural 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and brand or blocking, ri nailed. One 16d(0.135"x 3Y")nail into INSTALLATION TIPS o sheathing 9' properly ELEVATED o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be each flange. •Subfloor adhesive will improve floor performance,but o attierinstal/at%ort, accomplished b a temporary or - COLUMN BASE 1 Ya"minima b tin With depths>16",use TJI"360 rim joist. may not be required. o P Y P ry permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 9 Y q Use On/y 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. To View Without this bracing,buckling sideways o Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber. 9. g ys r rollover is highly probable under light construction loads-such as a worker or �]r• r� •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' one layer of unnailed sheathing. Ken l KG4Ze� Architecture BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI"110 joists)and 4.Sheathing must be completely attached to each TJlejoist before additional loads can be placed on the system. of a TJI"joist(with web stiffeners)is not a substitute concrete 1YZ knockouts ° H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 2 Windemere Court 6.The flanges must remain straight within 1/2"from true alignment 1Ys"T r Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with P.O. Box 169 �= 1Y4"or 1 Y2"TimberStrand"LSL. 12"on-center two 8d(0.113"x 2Y2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or `'°"'" •When joists are doubled at non-load bearing parallel (see WARNING). coating on this product may contain titanium dioxide.Wood dust and titanium dioxide are substances known Speonk,NY 11972 • partitions,space joists apart the width of the wall for Bearing plate to be to the state of California to cause cancer.For more information on Proposition 65,visit comfinform. Phone: 631-874-2925 O Optional plumbing or HVAC. • P3 non-shrink flush with inside face SUSTAINABLE Fax: 631-874-7377 Drive nails at an See framing plan(if applicable)or of wall or beam F grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). INITIATIVE A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus keri@kazelarchitects.com side of member at bearing, splitting of plate and Roof Framing, TJ-9000.For minimum Weverhaeus"er Joist are registered trademarks of Weyerhaeuser NR. © 2020 Certified Sourcing 1Y"minimum from end end and intermediate bearing lengths. A wgerbatruser Weyerhaeuser NR Company. All rights reserved. Date: September 9 2021 .rrnv e°a,m wq September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. Scale: As noted D 3 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Project No. 80'-0„ 36"HIGH RAILING SYMBOL LEGEND R312 GUARDRAILS: PORCHES BALCONIES AND 3'-0" 26'-0" 51'-0" STAIR LANDINGS 30"ABOVE FLOOR OR GRADE TO BE INSTALLED WITH 36"HIGH RAILINGS, - EARTH '-0. 2'-0" 4'-9" 7'-3" 11'-0" T-0" L.4" 12'-7" 12'-7" 12'-7" 12'-7" 4 BALUSTERS NOT TO ALLOW PASSAGE OF A SPHERE 4"OR MORE IN DIAMETER. em O 8x 8 R.S. POST ANCHORED °`'•�S``'`�`�`����''�t���'� POURED CONCRETE TO FOUNDATION WITH = '.{c", OR $' CMU BLOCK RAISED CMU PIER WITH EXISTING STUD WALL 3- 1a"x 118"CO . LVL HEADER �-�N o b S-1 C, b o SYNTHETIC STONE VENEER Q M AND BLUESTONE CAP TO REMAIN M A6 _ ih Q i EXISTING STUD WALL `n - - - - - - - - - - - - L--------� � 3-2x 10 HEADERWITH 3-2x 10 HEADER WITH 3-2x 10 HEADER WITH 3-2x 10 HEADER WITH TO BE REMOVED = 1-2x 6 PLATE A VE = 1-2x 6 PLATE ABOVE 1-2x 6 PLATE ABOVE 1-2x 6 PLATE ABOVE% NEW 2x 4 OR 2x 6 O J `t V-61„ 15 51„ " 57" I 12'-72 o = ,' 0 25'-21„ _ 1�—.-1 1„ z 2 2 16-1 2 M 2 �, 0 13-2 2 q STUD WALL @ 16" O.C. 2 9'-1"CLG. HT. 9'-1"CLG. HT. � 1„ _ 12'-31" 6-72 6'0" 6'-7" 6'-7" 6'-0" 2 STUDY tllco PRIMARY - - COVERED ` 2-2x 8 UNDER 1 -1 JOISTS JOISTS ABOVE 0o iv SIN L o 2x 8 RAFTERS GABLE WALL ABOVE Ma BEDROOM % PORCH BEADED .WITH M BEN `r° 0 3- 14'x ?t' EADIER = (BLUE STONE) 5 SECTION / DETAIL co O V — � I L — o O A5 00 ; SID F _ =io DW ``� 0 2°TEMPERED FRAME-LESS O o `�° �x CO c,�N 2x 8 NAILER - N N _ _ E _ 2x 8 NAILER TIN _ _ K S-1 GLASS DOOR AND PANELS m eU - - - - % A5 BUILDING SECTION WITH TILE WALLS. �*EF "' I 2x 6 CEILING cn 3-2x 1 Q HEADER J r 16"T I (560) JOISTS @ 16"O.C. ��`V 3- 14"x 11$'LVL HEADER O r-�N i DAF FLOOR JOISTS 1" 1" 1„ io O 1, T- xv 1„ 1„ @ 16' O.C. 3- 1 "x 16"UPSET 1„ 1 WINDOW '-0' 2'-0" 2 5'-1' co 32 T-4" 32 16'-1" 32' to 9'-4" `_''CO Lo "72 32 FLUSH LVL HEADER 18-32 2, ° 16'-7" 2 10 11 ro 14 2ex 70 r=iN 10 - 6 8 UP STAI,116-FLUSH 9'-1"CLG. HT. ItKITrHFN LINE OF SECOND — — — — — ELEMENTS ABOVE OPENING M M M 18R O 1„ 1" CLG. HT. 1„ 1 " DN - GIRDER / HEADER ABOVE 5- 10-8- 3- 31" 3- 7-1�1 " O 1" 1" 31"1 — 18'-31„ 31" „ 31" „ 51„ 2 2 PRIMARY 2 3'-7" 27 9'-10" 9'-1"CLG. HT. 2 2 g_1 32 3'-3" 1" 2 MIC(AO 2 2 2-0 2 16-7 2 BATH 13 11 = L - N CLG. HT. i ® POST DOWN ROOM 12 _N CLOSET LAUN N � _ ~ 2x 6 CEILING io ROOM t° ��j INTERCONNECTED COMBINATION = JOISTS @ 16"O.C. o tO VENT DRYER D W to O a> X,�SD SMOKE AND CARBONMONOXIDE M 3-2x 10 HEADER WITH � LINEN TO OUTSIDE — — — — — � � � V CO DETECTORS AS RCONYS AND 9 5 OF THEIFOF THE CONYS 1-2x 6 PLATE ABOVE o 0 o AIR 2-2x 10 HEADER TWO cn EACH SIDE STORY w N i' p . r N ROOM = DAVID ROBERTS IS HEREBY GRANTED A ONE N '-0 2'-0" 2 22'-62" = 52" EF �7'-1 2„ - 32„ i*> 7-2 M 32" M ( G , 1 PLY FLOOR M ih p -j o TIME NON-TRANSFERABLE NON-EXCLUSIVE rn ,, 2 SIDED FIREP CES N LICENSE TO BUILD THIS PLAN AND IS GIVEN 41 P TRUSS UNDER � p M O t DIRECT VENT PROPANE n'� THE RIGHT TO REPRODUCE THE DRAWINGS �' POSTS ABOVE _ —" u FIREPLACE BY H AT-N-GLO ifl CO V RED , LAV ��N �iN x ONLY AS REQUIRED FOR SUCH CONSTRUCTION. ��N 7 M MODEL: ESC-42S OR EQUAL ,;� PERMISSION IS ALSO GIVEN TO MODIFY THIS r` PO CH INSTALL AS PER ANUF. ``' 1'-4" V-8" 51" 22'-61" �" -M " 31" " 31" � � ISLAND -� SPECIFICATION AND A PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM COPYRIGHT ON THE ORIGINAL OR MODIFIED 2 2 '_6 " 2 5-4 7-2 = 2 RECOMMENDATI DNS. PLAN. THE MODIFIED PLANS SHALL REMAIN °' °' -t C° SYNTHETIC STO E VENEER r �; 9,_1" Cn in 9'-1"CLG. HT. � , % 1 PLY FLOOR WITH BLUESTONEMANTLE °' SUBJECT TO THE LICENSE AND MAY NOT BE ® CLG. HT. WALK-IN TRUSS UNDER o N N MUD ` PANTRY POSTS ABOVE N SOLD, DISTRIBUTED OR OTHERWISE o N �N ROOM �-N M LINE OF SECONDo TRANSFERRED WITHOUT EXPRESS WRITTEN 8x 8 R.S. POST ANCHORED I FLOOR ABOVE CONSENT OF ADVANCED HOUSE PLANS. i 9-1 .=N TO FOUNDATION WITH 1„ 1„ 1„ 1 `-° 1„ — ;" _ _ 1" CLG. HT. �? 1, I 1�� CONSTRUCTION LICENSE#AD138675 RAISED CMU PIER WITH 3'-0" 2 22-62 52 2' "32 0 5'-4" 32 N T-0" 2 12'-3" DINING °' 6 02' 1 2'-7" 16'-7" 52 SYNTHETIC STONE VENEER CLOT, = O OE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR AND BLUESTONE CAP o = z ROOM 1 MAINTAINING JOB SITE SAFETY DURING THIS PHASE Q `-;`� (D z I OF WORK&SHALL COMPLY WITH ALL APPLICABLE w o @) CLG 1HT 1 ( °- 3- 1 j"x 16"UPSET FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 1 1 O FLUSH LVL HEADER I BUT NOT LIMITED TO BUILDING CODES, OSHA I SEE GARAGE FIRE BUTLER'S I 1 r i REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS -� SEPARATION WALL 2x 6 CEILING 3„ 7„� 3„ „ ;0 DETAIL THIS SHEET. �N ��N r°1N PANTRYM AJOISTS @ 16"O.C. r-�N 3- 1-q 11g 1 LVL ADER 3- 1-q x 117g LVL HEADER MATERIAL REMOVAL& DISPOSAL. x - - - - - - - 0 1. �� 1„ 1 1 1 g Zx 8 NAILER C�,�N 1 2x 8 NAILER �_ — - - -- - - THE CONTRACTOR SHALL INDEMNIFY&HOLD �� G HARMLESS THE OWNER,THE ARCHITECT,AND 3'-0" 5- M 22-62 2-62" 2� 4' 02� 5'-3" 3' [521� 12'-3" 2°_0 6'-0., O 12'-32" 6'-11" THEIR AGENTS&EMPLOYEES FROM AND AGAINST o o _�N 3- 14"x 118"LVL HEADER "' ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES `' ARISING OUT OF OR RESULTING FROM ANY OF THE D COVERED o s ITEMS LISTED ABOVE. M M `°' A 6'-7" O 6'-7" PORCH 2x 8 RAFTERS 2-2x 8 UNDER q (BLUE STONE) @ 16"O.C.WITH GABLE WALL ABOVE THE CONTRACTOR SHALL VERIFY ALL FIELD 1" " 51" 00 12'-71" „ q 25'-22" BEADED SOFFIT CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 3-0 2 25-1 2 M 2 � 13-2 1n CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 16"TJI 560 FLOOR 3-2x 10 HEADERWITH 3-2x 10 HEADER WITH 3-2x 10 HEADER WITH 3-2x 10 HEADER WITH RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. �r 1-2x 6 PLATE ABOVE 1-2x 6 PLATE ABOVE 1-2x 6 PLATE ABOVE 1-2x 6 PLATE ABOVE - - - - - �- - - - - - - `r THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON TWO CAR GARAGE 8x 8 R.S. POST ANCHORED THESE DOCUMENTS. TO FOUNDATION WITH g"TYPE"X"GYP. BD. do 8_7 RAISED CMU PIER WITH THE CONTRACTOR IS SOLEY RESPONSIBLE FOR CO ON WALLS&CLG.AS r`N A6 SYNTHETIC STONE VENEER o "METHODS&MEANS"OF CONSTRUCTION. THE N PER SECTION R302.5 N M 1 ARCHITECT IS NOT RESPONSIBLE FOR FIELD OF THE RCONYS N N AND BLUESTONE CAP N SUPERVISION. T-0" 52 25'-1" 2" 4" 12'-7" 12'-7" 12'-7" 12'-7" 4" i w w 36"HIGH RAILING 0 0 0 o R312 GUARDRAILS: PORCHES o O W W O E E0 BALCONIES AND STAIR in 3 J x 2 LANDINGS 30"ABOVE FLOOR R p� ED o J J OR GRADE TO BE INSTALLED Gj� Cy WITH 36"HIGH RAILINGS, AN k F BALUSTERS NOT TO ALLOW x x „ i M� M� i PASSAGE OF A SPHERE 4 OR (, MORE IN DIAMETER. co 00 S-2 -1 S-2 0 9743-� _P A6 �OF NEB O O O r-3° 7'J. -3" 5'-9" Proposed Home for: 3'_Q" 26'_Q" 51'-0" DJ Custom Homes 80'-0" #1490 Kenney's Road _ Southold, NY 117635 Town of Southold R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. County of Suffolk FIRST FLOOR PLAN OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. TABLE R302.6 SCALE: 1/4"=V-0" DWELLING-GARAGE SEPARATION SCTM #: 1000 - 59 - 03 - 17.1 R302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES GARAGE FIRE SEPARATION WALL SEPARATION MATERIAL First Floor Plan SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES(35 MM)IN THICKNESS, R302.6 OF THE RCONYS FROM THE RESIDENCE AND ATTICS NOT LESS THAN 2- INCH GYPSUM ALL EXTERIOR HEADERS TO BE 3-2x 10 MIN. SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 13/8 INCHES(35 MM)THICK, PROVIDE ONE LAYER OF 5/8"THICK BOARD OR EQUIVALENT APPLIED ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. OR 20-MINUTE FIRE-RATED DOORS,EQUIPPED WITH A SELF-CLOSING OR TYPE 'X GWB ON THE GARAGE SIDE C �0,1-fig t,I UNLESS OTHERWISE NOTED. AUTOMATIC-CLOSING DEVICE. OF THE WALL AND PROVIDE ONE TO THE GARAGE SIDE Keri Kazel Architecture ��"�L LAYER OF 1/2"THICK TYPE"X"GWB � ALL FRAMING LUMBER TO BE DOUG FIR#1 R302.5.2 DUCT PENETRATION. HOUSE SIDE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN e-INCH TYPE X 2 Windemere Court DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE ON THE HOUSE SIDE. APPLICATION 1/2"TYPE"X" 5/8"TYPE "X" GYPSUM BOARD OR EQUIVALENT P.O. Box 169 UNLESS OTHERWISE NOTED. DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE(0.48 MM) SHALL BE IN ACCORDANCE WITH SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. SECTION R702.3(TYPICAL ALL WALLS Speonk, NY 11972 STRUCTURE(S)SUPPORTING FLOOR/CEILING NOT LESS THAN INCH GYPSUM 1 ALL DIMENSIONS ARE TAKEN THAT SEPARATE GARAGE AND HOUSE) 5-1/2"BATT INSUL. ASSEMBLIES USED FOR SEPARATION REQUIRED � Phone: 631-874-2925 FROM FACE OF STUDS(U.O.N.) R302.5.3 OTHER PENETRATIONS. BOARD OR EQUIVALENT PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE PROTECTED BY THIS SECTION. Fax: 631-874-7377 AS REQUIRED BY SECTION R302.11,ITEM 4. keri@kazelarchitects.com 2x 6 STUD WALL NOT LESS THAN 2-INCH GYPSUM R302.6 DWELLING-GARAGE FIRE SEPARATION. " GARAGES LOCATED LESS THAN 3 FEET FROM A ,^ t THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6.OPENINGS IN GARAGE @16 O.C. DWELLING UNIT ON THE SAME LOT. BOARD OR EQUIVALENT APPLIED Date: July 20, 2023 WALLS SHALL COMPLY WITH SECTION R302.5.ATTACHMENT OF GYPSUM BOARD SHALL TO THE INTERIOR SIDE OF EXTERIOR COMPLY WITH TABLE R702.3.5.THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL WALLS THAT ARE WITHIN THIS AREA. A3 Scale: As noted NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. Project No. 77'-0" 26'-0" 51'-0" SYMBOL LE G E N D 5'-72" 9,_9„ 7-72„ 3'-0" I 1=1 1=1 =1 I=1 I I.I 11=1 I i EARTH POURED CONCRETE r-N O ��N -ACV O O i't:z trs ;^;?e to Q t!) E E ''�' 4' � ,{ OR 8" CMU BLOCK SH RE EXISTING STUD WALL B TH O EF z A6 TO REMAIN EXISTING STUD WALL 1„ 1„ 1„ 27 `n 1„ x a 1, 1„ J 1" LJ LJ LJ 1„ L--------� 52 6-82 32 O 5'_1„ 32 N O 12-82' 52 4-02 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 3-112 TO BE REMOVED _M Tc� 2x 6 CEILING o 0 0 [---'� NEW 2x4OR2x6 JOISTS @ 16"O.C. _ :- STUD WALL @ 16" O.C. co 4 C G IHT.11 26 r 8'-1"CLG. HT. JOISTS JOISTS ABOVE p WICL BEDROOM #4 T i — — — — — — — — — — — — — — — — I 5 52„ p in 5,_9„ 32" 6,_2„ LO 32„ 12'-82„ 51„ A5 SECTION / DETAIL 54"x 22"PULL DOWN O © I O d O O O ATTIC STAIR. SEE zt s o OPENING NOTE THIS <<X LSD 1 A5 BUILDING SECTION �M 2 x 7 -ti SHEET. CO �N 25 �-N �N ��N r�N r'�N ��N �N OPENING :- M 2-2x8 UPSET-----,, S' - _-_ _ -_ _ - - Q, Q, a, �I 2- 1j"x 14"UPSET WINDOW O FLUSH HEADER - - Ir SD v v 1 LVL HEADER. SET !�", 2-2x 10 UPSET I I BOTT @ 7'-6"A.F.F. 8'-1"CLG. HT. co `" 22 IL — — _ M CO ci FLUSH HEADER I�I _ _ _ _ _ _ - ELEMENTS ABOVE F — �iN - - IF -2 O STAIRWAY&HANDRAIL b E �N •--N = BEDROOM #3 M SIN (0 AS PER SECTION o <� SD M I R311.7& R311.7.8 _ ►� 1 CO 23 21 �I OF THE RCONYS GIRDER / HEADER ABOVE 2x 6 CEILING CO CO JOISTS @ 16" O.C. Tr-bN p HALL 36" HIGH RAILING ® POST DOWN 1 51„ 1„ to 1„ p LAV ' _ R312 GUARDRAILS: PORCHES12 12'-1„ `° 32 4'-7" 7'-10" 5'-42 NT 'iN _ " 3-6- i I 18'-8"NTS „ ,_ „ �„ BALCONIES AND STAIR 2-7 16 7 2 INTERCONNECTED COMBINATION O 8'-1" _ - LANDINGS 30"ABOVE FLOOR r N a, <; SD SMOKE AND CARBONMONOXIDE VENT DRYER CLG. H ��N OR GRADE TO BE INSTALLED `' �xy CO DETECTORS AS PER R314 OF THE TO OUTSIDE i WITH 36 HIGH RAILINGS, CATHD'L CLG. RCONYS AND 915 OF THE IFCONYS U-J °' BALUSTERS NOT TO ALLOW UPPER o PASSAGE OF A SPHERE 4"OR GREAT ROOM W L CEILINGJ8'-1"CLG. HT. r7�_��� MORE 1N DIAMETER. O i• DAVID ROBERTS IS HEREBY GRANTED A ONE CLG. HT. @ SOFFIT O20 2 2 - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -' - -> o TIME, NON-TRANSFERABLE, NON-EXCLUSIVE, CLOS `_�' W D M �iN ��N — - - - - - - - - - — — — — — — - - - - - - - - - - - - - - - - - - - OG N LICENSE TO BUILD THIS PLAN AND IS GIVEN MEXPOSED 2-2x 8 UPSET �i M BEAM ABOVE GE O x THE RIGHT TO REPRODUCE THE DRAWINGS FLUSH HEADER IN RIDGE "'" ONLY AS REQUIRED FOR SUCH CONSTRUCTION. SET BOTT. @ p 18 ��X'SD ` BEAM ABOVE 8'-1"A.F.F. p �- CO � RIDGE POST ABOVE M PERMISSION IS ALSO GIVEN TO MODIFY THIS 1 z v ¢ WOOD FRAME CHIMNEY PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM co -jO CHASE WITH SYNTHETIC COPYRIGHT ON THE ORIGINAL OR MODIFIED r 1„ 1" 1„ 1„ 1" CATHD L CLG. L 5 112 1 32 5 92 32 7-102 BATH 9'-1"CLG. HT. U - °' LOFT STONE VENEER UP TO , PLAN. THE MODIFIED PLANS SHALL REMAIN o #2 BEDROOM #2 r " CEILING ALL SIDES °' o SUBJECT TO THE LICENSE AND MAY NOT BE EF � SOLD, DISTRIBUTED OR OTHERWISE SLO ED 1 13'-0"HIGH <X SD TEMPERED GLASS c~n p _ N •-bN TRANSFERRED WITHOUT EXPRESS WRITTEN CL FLAT CLG. `-' co CO PARTITION AND N_ c" O co iv _'�? PbN CONSENT OF ADVANCED HOUSE PLANS. 57" I 20'-21" DOOR 31" „ 31 „ 18'-4"NTS 1" 2'-0" 1„ 16'-7" 1„ CONSTRUCTION LICENSE#AD138675 2 2 2 4-7 2 12-11 NTS 1„ _ _ I `Y' E CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE I 19 SLOPED SLOPED FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING 2x 6 CEILING _ CEILING CEILING BUT NOT LIMITED TO BUILDING CODES,OSHA d REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS JOISTS @ 16"O.0 -1 8_1 r ��N — .-N rN MATERIAL REMOVAL&DISPOSAL. SET BOTT. @ t° ' 1 8'-1"A.F.F. LG. HT. THE CONTRACTOR SHALL INDEMNIFY& HOLD I WICL O `-►� O I `-�N O OC O O O HARMLESS THE OWNER, THE ARCHITECT,AND 1 11'-2" ORMER WIDTH I THEIR AGENTS&EMPLOYEES FROM AND AGAINST WITH '-1"PLATE HT. ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES `"� I 13'-0"VAULTED CLG. _ _ _ _ _ _ _ _ _ _ _ _ _ _ ARISING OUT OF OR RESULTING FROM ANY OF THE STUDIO1 ��N �- — ITEMS LISTED ABOVE. `� 8'-1"PLATE PLATE HEIGHT HEIGHT THE CTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY M I M I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 2x 10 HIGH CEILING I RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. JOISTS @ 16 O.C. r_1 rI r-I r � TIE TO RIDGE I J LJ L LJ L THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON 1 THESE DOCUMENTS. � I I I s-1 THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE I I N <;� 4 ARCHITECT IS NOT RESPONSIBLE FOR FIELD N N N SUPERVISION. I I SLO ED 13'-0"HIGH 13'-0"HIGH SLOPED CL 3. 1 FLAT CLG. FLAT CLG. CLG. FLED A�q" c 52 25'-1„ 52 �5 �� AN e � 9743-� �OF NEB s-2 -2x 10 HEADER 3- 13"x 11Z"LVL H ADER 3-2x 10 HE 1DER �i�N A A6 d a A6 O.-�N O Proposed Home for: 6-1 6-11 6-11 6-1 41_2" 7-2 7-2 7-2 7-2 7-2 7-2 3'-112" DJ Custom Homes J. 26'-0" 511-0" #1490 Kenney's Road 77'-0„ Southold, NY 117635 Town of Southold County of Suffolk SECOND FLOOR PLAN R807.1 ATTIC ACCESS. SCTM #: 1000 - 59 - 03 - 17.1 BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SCALE: 1/4"=V-0" SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT Second Floor Plan HAVE A VERTICAL HEIGHT OF 30 INCHES(762 MM)OR GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET(2.8 M2). THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF ALL EXTERIOR HEADERS TO BE 3-2x 10 MIN. THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE Keri Kazel Architecture � ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. ROOF FRAMING MEMBERS. 2 Windemere Court UNLESS OTHERWISE NOTED. THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 P.O. Box 169 INCHES BY 30 INCHES(559 MM BY 762 MM)AND SHALL BE ALL FRAMING LUMBER TO BE DOUG FIR#1 LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE Speonk, NY l 1972 UNLESS OTHERWISE NOTED. LOCATION.WHERE LOCATED IN A WALL,THE OPENING SHALL BE Phone: 631-874-2925 NOT LESS THAN 22 INCHES WIDE BY 30 INCHES HIGH (559 MM WIDE Fax: 631-874-7377 ALL DIMENSIONS ARE TAKEN BY 762 MM HIGH).WHERE THE ACCESS IS LOCATED IN A keri@kazelarchitects.com FROM FACE OF STUDS(U.O.N.) CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES(762 MM)AT SOME POINT ABOVE Date: April 11 2024 AS-BUILTS THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF p CEILING FRAMING MEMBERS.SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN Date: July 20, 2023 ATTICS. Scale: AS noted IA4Project No. SYMBOL LEGEND TYPICAL ROOF CONSTRUCTION: iv 35 YEAR ARCHITECTURAL ASPHALT SHINGLES I --�- - -1 (COLOR: DETERMINED BY OWNER) -� EARTH 1x 8 FASCIA BOARDS 15#ROOF FELT& ICE AND WEATHER SHIELD -� 1-1 -� 1/2"PLYWOOD SHEATHING POURED CONCRETE WITH 1x 2 TRIM OVER I III" R-38 OPEN CELL SPRAY '����:g}r: `s"•"t:�" 1x 6 FRIEZE BOARDS FOAM INSULATION (HOT ROOF) `i. s"' OR 8' CMU BLOCK RAFTERS AS NOTED 4.a. r r-----t EXISTING STUD WALL TO REMAIN TYPICAL EXTERIOR � EXISTING STUD WALL WALL CONSTRUCTION: BOARD& BATTEN SIDING TO BE REMOVED COLOR BY OWNER TYVEK HOUSE WRAP OR EQUAL IT 11 111111 1 11 H Li ---••-I NEW 2x 4 OR 2x 6 2"PLYWOOD SHEATHING STUD WALL @ 16" O.C. R-19 BATT INSUL.(PICTURE FRAME AIR 111111JOISTS SEAL TO MEET BLOWER DOOR REQM'T) it 1x 6 FASCIA BOARDS WITH JOISTS ABOVE 2x 6 STUDS @ 16"O.C. 5"WHITE BAKED ENAMEL K-STYLE T.O. BEDRM#2 fill fill I PIPE TO APPROVED DRYWELLS 2'GYPSUM WALL BOARD T.O. BEDRM#2 5 UTTERS AND 4"LEADERS TO 4"SDR SECTION / DETAIL DORMER PLATE DORMER PLATE OL A5 T.O. 2ND FLR. PLATE _ _ _ _ _ _ _ _ 1x 6 FRIEZE BOARDS _ _ T.O. 2ND_FLR. P TE = w 4"CORNER BOARDS w A5 BUILDING SECTION = (D 0O p 6"BLIND FLASHING AT ROOF O 00 - w w_ p OJ = 4"WINDOW TRIM AND WALL INTERSECTIONS 0 = w p �� WINDOW N h (U N o o = 0 1x 10 TRIM O O O O O O D = TYPICAL METAL ROOF o = o - - - - - a o = O d CONSTRUCTION. F a o _ _ _ _ _ ELEMENTS ABOVE w BETWEEN p g o WINDOWS F F F - - - - - - - - - - - = STANDING SEAM METAL ROOFING g o ih �, w a O O O - - - - - o (COLOR: DETERMINED BY OWNER) a w `'' � � � � 1 2"PLOYWOOD SHEATHING FATHER SHIELD � � CO - GIRDER/ HEADER ABOVE T.O. 2ND FLR T.O.2ND FLR RAFTERS AS NOTED SUB-FLOOR; SUB-FLOOR - - — - - - - - - - - - - - - - - - - - - - - - ® POST DOWN qk - — - - - - - - - - - - - - - - - - - - INTERCONNECTED COMBINATION T. . 1 T . P 14T.O. 1 ST FLR. PLATE _ _ _ _ <; SD SMOKE AND CARBONMONOXIDE T.O. PORCH _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.O. PORCH 1 '_`yC0 DETECTORS AS PER R314 OF THE VV %PLATE PLATE RCONYS AND 915 OF THE IFCONYS p t- 8x 8 R.S. POST ON p F O = F- RAISED PIER WITH f- O = LL w 00 OC SYNTHETIC STONE VENEER v 0 LL w DAVID ROBERTS IS HEREBY GRANTED A ONE = p = X WE H = AND BLUESTONE CAP o = = TIME, NON-TRANSFERABLE, NON-EXCLUSIVE, a v ❑ o a U: LICENSE TO BUILD THIS PLAN AND IS GIVEN - - - - - - - - g ONLY AS REQUIRED FOR SUCH CONSTRUCTION. a 0 g o o -O - - _ - - 1 - - -0 - - - `=o a g THE RIGHT TO REPRODUCE THE DRAWINGS bo = O O 'A O 0 ~ PERMISSION IS ALSO GIVEN TO MODIFY THIS ao T.O. 1ST FLR PLAN, BUT NO PERMISSION IS GIVEN TO CLAIM T.O. 1ST FLR F- _ _ _ SUB-FLOOR COPYRIGHT ON THE ORIGINAL OR MODIFIED U -FLOOR - M _ - - - - - - PLAN. THE MODIFIED PLANS SHALL REMAIN F I ISUBJECT TO THE LICENSE AND MAY NOT BE SOLD, DISTRIBUTED OR OTHERWISE TRANSFERRED WITHOUT EXPRESS WRITTEN 36"HIGH RAILING SYNTHETIC STONE VENEER CONSENT OF ADVANCED HOUSE PLANS. R312 GUARDRAILS: PORCHES BALCONIES AND AND BLUESTONE CAP AT CONSTRUCTION LICENSE#AD138675 STAIR LANDINGS 30"ABOVE FLOOR OR GRADE PORCHES ONLY FRONT ELEVATION TO BE INSTALLED WITH 36 HIGH RAILINGS, CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR BALUSTERS NOT TO ALLOW PASSAGE OF A MAINTAINING JOB SITE SAFETY DURING THIS PHASE SCALE: 1/4"=1 -0" SPHERE 4"OR MORE IN DIAMETER. OF WORK&SHALL COMPLY WITH ALL APPLICABLEFEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL& DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD GABLE WALLS HARMLESS THE OWNER,THE ARCHITECT,AND TO BE FULLY THEIR AGENTS&EMPLOYEES FROM AND AGAINST FLASHED BOTH a TYPICAL ROOF CONSTRUCTION: ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES SIDES(TYPICAL) iv 35 YEAR ARCHITECTURAL ASPHALT SHINGLES ARISING OUT OF OR RESULTING FROM ANY OF THE (COLOR: DETERMINED BY OWNER) ITEMS LISTED ABOVE. 15#ROOF FELT&ICE AND WEATHER SHIELD 1/2" PLYWOOD SHEATHING THE CONTRACTOR SHALL VERIFY ALL FIELD R-38 OPEN CELL SPRAY CONDITIONS AND NOTIFY THE ARCHITECT OF ANY FOAM INSULATION (HOT ROOF) CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RAFTERS AS NOTED RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. 1x 6 FASCIA BOARDS WITH 5"WHITE BAKED ENAMEL K-STYLE GUTTERS AND 4" LEADERS TO 4"SDR T.O. BEDRM#2 PIPE TO APPROVED DRYWELLS T.O. BEDRM T DORMER _ _ _ _ _ _ _ _ _ _ - - DORMER_PLAE _ N OL �%�RED A&C T.O. 2ND FLR. PLATE - - - - - - - - - 1x 6 FRIEZE BOARDS - - T.O. 2ND FLR. PI,,ATE _ W TYPICAL EXTERIOR a -� c� _ o a WALL CONSTRUCTION: o CD o w w a O F— BOARD&BATTEN SIDING _ O F- p = U COLOR BY OWNER 4"CORNER BOARDS LL = w p 2 N W g p w TYVEK HOUSE WRAP OR EQUAL = p w g O O w 1"PLYWOOD SHEATHING o Z = ~ p 9743-� O� O 2 = 6" BLIND FLASHING AT ROOF O w 0- �` w t'" R-19 BATT INSUL. (PICTURE FRAME AIR - w ~ 0- 0 OF N E� p vy g OE o OG OE AND WALL INTERSECTIONS g p ih 0, w a SEAL TO MEET BLOWER DOOR REQM T) a w m 2x 6 STUDS @ 16"O.C. i °' C0 T.O. 2ND FLR "GYPSUM WALL BOARD 1x 8 FASCIA BOARDS 00 R @ SUB-FLOOR WITH 1x 2 TRIM OVER T.O. 2ND FLR _ _ _ _ _ _ _ _ _ _ SUB-FLOOR Proposed Home for: 1 x 6 FRIEZE BOARDS DJ Custom Homes T.O. 1ST FLR. PLATE - - _ - - - - - - T.O. 1ST FLR. PLATE T.O. PORCH T.O. PORCH #1490 Kenney's Road PLATE PLATE of Southold, NY 11763, p 8x 8 R.S. POST ON p F- Town of Southold O = I- RAISED PIER WITH ~ O count of Suffolk w o M � � w w SYNTHETIC STONE VENEER 00 � w y_ � w � � = OJ AND BLUESTONE CAP � w F' _ O of LL w LL°~ i ALL SCTM #: 1000 - 59 - 03 17.1 oo a 0 0 T.O. 1 ST FLR Building Elevations 1ST FLR it . SUB-FLOOR -FLOOR _ - - - - - - - - - - - - - - - - - - - Keri Kazeb Architecture 2 Windemere Court SYNTHETIC STONE VENEER P.O. Box 169 AND BLUESTONE CAP AT Speonk, NY 11972 PORCHES ONLY Phone: 631-874-2925 RIGHT SIDE ELEVATION Fax: 631-874-7377 SCALE: 1/4"=V-0" 36"HIGH RAILING keri@kazelarchitects.com R312 GUARDRAILS: PORCHES BALCONIES AND STAIR LANDINGS 30"ABOVE FLOOR OR GRADE TO BE INSTALLED WITH 36"HIGH RAILINGS, Date: April 11, 2024 AS-BUILTS BALUSTERS NOT TO ALLOW PASSAGE OF A SPHERE 4"OR MORE IN DIAMETER. Date: July 20, 2023 Scale: As noted 7 Project No.