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HomeMy WebLinkAbout48467-Z J 2"" "'g�EFO1Y Town of Southold 5/9/2023 P.O.Box 1179 y 53095 Main Rd , } Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44076 Date: 5/5/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4365 Oaklawn Ave., Southold SCTM#: 473889 Sec/Block/Lot: 70.-10-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/27/2022 pursuant to which Building Permit No. 48467 dated 11/9/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: reconstruction of single family dwelling with unfinished basement, front entty stoop and rear deck to existing attached garage as applied for. The certificate is issued to Robert Premier Dev LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1594 3/30/2023 ELECTRICAL CERTIFICATE NO. 48467 4/17/2023 PLUMBERS CERTIFICATION DATED 4/6/2023 en Kleine A rize ignature 0 F �o�SufFot,r�; TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 0o • o� � 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#: 48467 Date: 11/9/2022 Permission is hereby granted to: Polak, Sonia 4365 Oaklawn Ave Southold, NY 11971 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling with attached deck as applied for per SCHD approval. At premises located at: 4365 Oaklawn Ave., Southold SCTM #473889 Sec/Block/Lot# 70.-10-11 Pursuant to application dated 6/27/2022 and approved by the Building Inspector. To expire on 5/10/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,206.80 CO-NEW DWELLING $50.00 Total: $1,256.80 Building Inspector pf SO!/jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road too P.O.Box 1179 , sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Roberts Premier Dev LLC Address: 4365 Oaklawn Ave city.Southold st: NY zip: 11971 Building Permit#: 4$467 Section: 70 Block: 10 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Electric Joe License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 3$ Ceiling Fixtures 26 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 10 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 45 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch Pucks 4 Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 42 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Refirdge, Micro, Oven, Hood, DW, W/D, 200A Panel 42 Circuit Notes: New Two Story �. April 17, 2023 Inspector Signature: ate: S. Devlin-Cert Electrical Compliance Form i Town Hail Annex 54375 Main Road � � Telephone(631)765-1802 P.O.Box 1179 Fax(631)765=9502, SIM4014;NY 11971=0959BUILDING DEPARTmENT L 1� IE 11 Iv/ 1� T WI OP SO THOLD a �j APR 1 1 qn93 � �C,tELLilI�"t�t1CN Q. f C EiR T.:I F I:C A"T I O N I Date: l3~ Building Permit No., e16 7 Owner: �' '(Please print) Plumber:('1{N 1 2 I j'1 (Please print) lead. I certify that the.solder used.in~tlie'waterrsupply system contains less than 2/1 0of-M, (Pluznbers:Signature) Sworn-to before:me this. day of �( 6 -1202-3 I I ANDREW'BAAL Notary Public-State'af New York 'NO;Oib 63454sd Qualified in Sutfelk County Notary Public; V a (\ —county My Commission Expires Jul 29;2023 dllnt y SOl/Th°� ` # f TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 1 Y' INSPECTOR * TOWN OF SOUTHOLD BUILDING DEPT. `yCoum, 631-765-1802 INSPEC . ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 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 [ ] R 1 a TA REM Tu DATE 1. Y1110 1-_L INSPECTOR 50Ulyo� - ll # # TOWN OF SOUTHOLD BUILDING DEPT. `ycnu631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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: S-toley 1��011e rr-)M, 'zv WlS r ach Nov,l6ndllz DATE 1'T Z INSPECTOR �p ��OF SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 INSPEC .- ION _ [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ 17, ULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] R TAL REMARKS: I—f�—� (c) +ioo& %vtk l Vcm�vt/ V/ "ri 4x�, VAMA- Dak,/4*'i- . w DATE l INSPECTOR oF SOUIyo� -:-- -- -- # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: y �K- r CQ77w (?�) �6� Cbx, 76 r. A mv, L l D1� DATE 3t ?0 INSPECTOR UE SOUTyO� L4 p N -7 # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 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: -ffAV- �-►�� �����-r21 c - SGC DATE INSPECTOR �' L HERS Index APR 1 12023 2012 Combustion :Safety Testing Form BUIL111Ebu I)EPT TOVYW OFSOU HOLD HomeAddress,: -43,65 QakiAWO AVe Ext-Southold City: Builder Names Roberts-Premier Comb",ustidii Appliance.Zon°e(CA Z)# 1 of- 1 Loeatiion-Qf_this CAZ:. meth (Use-additional forms.if,»tore,t{:an,one C.42 orif home has MaInple"heafingsystems or wa;er heaters) Date of Test: :03%21/262$ 52 0 Outdflors Temp.During Test:. F CAZDenressuri7ation lYOTE:Net,Change.=Test.Pressure–:.Base Pressure] Base Pressure;. -3,2 ,pa. CAZ.Ambient:CO:: PPM Test.1'ressar_e" -4 1 pa. Appliances/Fir eplace.Simulated for Test?" Yes Net•Citange: ''9 "pa. If Yes;Total UM SMilated r1/a (esplain.uz:riotes) NOTES: HM t~l ag tie ': Pritiiary: Yes ✓ N6— T e• '� Bo --— - . ;Furnace ilei—Heat Pump Other .z a Yezttiri¢"2Nne:� ,Drd - - -- _. E" zeiezrc".y PueTZvne fF S is flaps S i_n 11aFe- - CD" _., ... . C5XF e.-_-... Ptiscdl Y.orst=CrilemuralJ2of I:ase aOal- Rating: IV P= r1 O E' N V M S /a Ea Pass,_✓Fait_ Pass f Esil_ 5, PPM 5 PP1vI Yes ✓ e: Standard Tank ✓indirecx__Tatikless:. so Common.Vent r . mater ear Primary: No InstaYnteaCnnitericnoluee.s.TC.3o.. _.. SDi1I(dGPae.l:(oNns)runencial (SeNoe5below) COS taII Alone S atural) O ' reien2 'S' Fuel (GY - EF: N_P `'O_E_ N_M $ n/a Pa. Pass Fail— Pass ✓Fail_ 5 PPM S. .PPM Oven is Electric,or No,Oven Exists ' 'Oven Range Hood Vented fo.l)utside Yes No_ Oven,CO nlaPPM Ambient CQ Witting Oven CO'Testing) nla PPM 'Heating System,Efficiency: Enter AFUE:fo'ffprnace"or boiler,I35PF for heat..ppinp.;APOP if heat pump;is geothermal Fuel-Tppe: N =Natural'Gas P.=Propane. O.='Oil E'•=Electric. t Venting,Type: N =Natural/Atmospheric" © =Natural/Atmospheric PLUS`Vent Damper M =Mechanically Assisted S. =Sealed(Two,Pipe) NOTE: If the Venting Type"selected,is M;,no Draft test is required for that appliance: Ifthe Venting Typ@ selected is S;ntl Draft'or.Spinage tests are-require<ifor.,tbat appliance. A.CO testis.REQUIRED for,all,appliances,regardlessof Venting Type;if the exhaust gent is accessible: a water e; S` Tet Comm"ftl Y'Vented with-,Heatin System'or Stand Alorie' Inde'endently Vented or Orphaned3 S"Water HeaterEfftciency: if Water Heater Type is Indirect;:no EF'entry is required: If'Waier-Heater Type is Tankless,"enter efficiency of combustidn source. NOTE:. If Water Heater Type is"Commerdaf'.and tlie;unit is ig'*tIons orIess,enter:a,maximum-modeled EF of S4 If Water.Heater Type.is."Commercial"and,tlie unit is"100 gallons-or more,enter a9naxiinum-modeled OF of.48 Rater Name Matthew Wahl i Rater Number2572845 Rater Si nature: Matthew Wahl Dig�lh signed by Matthew Wahl 1$, Pate:zozs.oaati1:iz;is-ogno' Date: 03/31/2023 ACCA Manual DJS HVAC Load Calculations for Residence 4365 Oaklawn Ave Southold, NY 11971 EFJkQ Siift RHVACHftV$A1 DC'gLHOTA'"D S Prepared By: Matt Wahl Energy Rating Service, Inc Islip Terrace, NY 11752 631-566-8439 Friday,August 26,2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Ahvac-residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Page 2 I Project Report _ General Project Information Project Title: ACCA Manual DJS Project Date: 08/26/2022 Client Name: Residence Client Address: 4365 Oaklawn Ave Client City: Southold, NY 11971 fCompany 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 West 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 I Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 '— 30 Check Figures Total Building Supply CFM: 1,475 CFM Per Square ft.: 0.652 Square ft. of Room Area: 2,263 Square ft. Per Ton: 900 Volume (ft3): 19,249 Building Loads Total Heating Required Including Ventilation Air: 48,861 Btuh 48.861 MBH Total Sensible Gain: 24,494 Btuh 81 % Total Latent Gain: 5,676 Btuh 19 % Total Cooling Required Including Ventilation Air: 30,170 Btuh 2.51 Tons (Based On Sensible+ Latent) � Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I I E:\...\4365 Oaklawn Ave_08262022 ACCA Manual DJS.rh9 Friday, August 26, 2022, 1:23 PM Rhvac F#esidential&Light Commercial HVAC Loads - Elite Software Development,Inc. Energy Rating Service ACOA Manual DJS RO Islip Terrace,NY 11752 Page 3 Load Preview Report i Ne It. Sen L Ne Sen Ht CI q� Duc Scope To /To Are Gai Gai Gai Loss CFM CFM CFM Size I Building 2.51 900 2263 24,494 5,676 30,170 48,861 1,475 1,475 1,475 System 1 0.99 1,130 1,120 10,203 1,693 11,89E 21,11E 675 675' 675 10x1 Ventilation 132, 307 439 988 15, 15 15 Zone 1 1,120 10,071 1,386 11,457 20,136 675 675 676 10x1 1-Bed 3 218 2,696 398 3,094 5,390 181 181 181; 2--6 2-Bed 2 207 2,611 280 2,891_ 4,100 137: 175' 175' 2 3-M Bed 319 2,889 325 3214 5,081 170 194; 194, 2 4-M Bath 109 635 192 827, 2,539 85 43; 43, 1-5 j 5-Laundry 53 60 56 116 737 25 4: 4: 1 6-Bath 50 162 0• 162 115 4' 11; 11 1 7-Hal Tway 163 1,017 135, 1,152 2,168 73 66 68, 1- System 2 1.52 751 1,143 14,291 3,983 18,274 27,743 800 800.. 80Q 10x1 Ventilation 634 1,479 2,112 4,756 72 72- 72 I Supply Duct Latent 116 .1_16 Retum Duct 0 37 37. 76 Zone 1 1,143 13,657 2,351 16,008 22,911 800 800; 800; 10x1 8-Changing 116 1,464 132 1596 4,557 159 86 86 1- 9-Jr Bath 66' 238 30 268, 943' 33 141 14, 1 10-Bath 69, 169 13; 182 451 16 10! 10' 1 11-Jr Bed 233 2,553 139, 2,692 4,700i 164 150; 150 2 Living,ving,Foyer 658 9,232 2,037 11,26£ 12,260 428 541; 541 5 I I i I I l I E:\...\4365 Oaklawn Ave_08262022 ACCA Manual DJS.rh9 Friday, August 26, 2022, 1:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 '" Page 4 E bbFc6 Size Preview- , -- -- Room or mu Source MiniMaximu Rough Desig ocitlL/1 SP Duc Duc Htg Clg Act. Duct Reg Duct Name VelVelocit, Facto L/10 Loss Velocit, Lengt Flow Flow Flow Size Size I� System 1 Supply Runouts Zone 1 1-Bed 3 Built-In 0 750' 0.01 0.1 460.2 181 181 181 2-4 2-Bed 2 Built-In 0 750 0.01 0.1 445.6 137M I 175 2--6 3-M Bed Built-In 0 750 0.01 0.1 493.1 170 1941 194, 2-6 4-M Bath Built-1n 0 750 0.01 0.1 311.9 85® 43 1-5 5-Laundry Built-In 0 750 0.01 0.1 46.5 25= 4' 1--4 6-Bath Built-In 0 750 0.01 0.1 124.5 4=1 111 1--4 7-Hallway Built-In 0 750 0.01 0.1 347.3 73©1 68 1--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 747.7 675 67 II 675' 10x13 System 2 Supply Runouts Zone 1 8-Changing Built-In 0 750 0.01 0.1 436.9 159M8 I 86; 1--6 9,Jr Bath Built-In 0 750 0.01 0.11 159.9 331 14' 1-4 10-Bath Built-In 0 750 0.01 0.1' 113.E 16MI -10 1--4, I - 11-Jr Bed Built-In 0 750 0.01 0.1 380.9 164m1 150; 2-6 12-Kitchen,Living,Foyer Built-in 0 750 0.01 0.1 550.8 428M1 541 5--6 Other Ducts in System 2 Supply Main Trunk Built-In 0 900 0.003 0.1 768 800 0 M81 800' 1 0x1 5 Summary System 1 Heating Flow: 675 Cooling Flow: 675 System 2 Heating Flow: 800 Cooling Flow: 800 I� f f f I I( f ----- ------------ -- ---- - - - - - - -- - --------- E:\...\4365 Oaklawn Ave_08262022 ACCA Manual DJS.rh9 Friday, August 26, 2022, 1:23 PM - ----- - - _-------------- - _ ----------------- Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Developmense I{ Energy Rating Service ACCA_Manua IslipTerrace NY 11752 P Total Buh1ding Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U:0.30, SHGC:0.30: Glazing-U:0.30, SHGC:0.30, U-value 357.4 6,434 0 9,342 9,342 0.3, SHGC 0.3 11 F: Door-Wood -Solid Core With Metal Storm, U-value 21 353 0 112 112 0.28 R21:Wall-Frame, Custom, R21 21b density spray foam 2140.2 8,345 0 614 614 insulation in 2x4 wood framed wall, U-value 0.065 r38: Roof/Ceiling-Roof Joists Between Roof Deck and 1557.4 2,990 0 499 499 Ceiling or Foam Encapsulated Roof Joists, Custom, I R-38 open cell 1/2 Ib. spray foam, 10.5 inches in 2 x joist cavity, U-value 0.032 19A-30p: Floor-Over enclosed crawl space, No insulation 1105.1 1,892 0 252 252 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 ---------_---------- ------------- -- -- ---- - - - - --------- --- ----- - ----- - ------ _ _- ..._ Subtotals for structure: 20,014 0 10,819 10,819 f People: 5 1,000 1,150 2,150 Equipment: 683 9,252 9,935 Lighting: 240 818 818 Ductwork: 1,749 153 392 545 Infiltration:Winter CFM:324, Summer CFM: 100 21,354 2,054 881 2,935 Ventilation:Winter CFM: 87, Summer CFM:87 5,744 1,786 766 2,552 AED Excursion: 0 0 416 416 -- --- ------ - ---_------------------------------ --------- -- ---------------------------------- - Total Building Load Totals: 48,861 5,676 24,494 30,170 Check Figures I Total Building Supply CFM: 1,475 CFM Per Square ft.: 0.652 Square ft. of Room Area: 2,263 Square ft. Per Ton: 900 Volume (ft3): 19,249 Building Loads - Total Heating Required Including Ventilation Air: 48,861 Btuh 48.861 MBH Total Sensible Gain: 24,494 Btuh 81 % Total Latent Gain: 5,676 Btuh 19 % Total Cooling Required Including Ventilation Air: 30,170 Btuh 2.51 Tons (Based On Sensible+ Latent) ['Notes `- Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I I I E:\...\4365 Oaklawn Ave_08262022 ACCA Manual DJS.rh9 Friday,August 26, 2022, 1:23 PM j.Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. I Energy Rating Service ACCA Manual DJS f Islip Terrace NY 11752 Page 6 Equipment Data - System 1 _2nd Floor Cooling I System Type: Standard Air Conditioner Outdoor Model: RA1618AJ1/RCF2417STA Indoor Model: RA1618AJ1/RCF2417STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 18,000 Efficiency: 14.5 SEER Heating System Type: Propane Furnace Model: R95VA040 Manufacturer: RHEEM Capacity: 38,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWS:71 F, WODB: 10F, SIDB: 75F, SIRH:50%, WIDB: 70F, Sen. gain: 10,203 Btuh, Lat. gain: 1,693 Btuh, Sen. loss: 21,118 Btuh, Entering clg.coil DB: 75.2F, Entering clg. coil WB: 62.7F, Entering htg. coil DB: 68.7F, Clg. coil TD:20F, Htg. coil TD:70F, Req. clg. airflow:459 CFM, Req. htg. airflow: 262 CFM I i I i I I i E.\...\4365 Oaklawn Ave 08262022 ACCA Manual DJS.rh9 Friday, August 26, 2022, 1:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS �IslipTerrace,NY 11752 Page 7 Equipment Data - System 2 - 1st Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1624AJ1/RCF2417STA Indoor Model: RA1624AJ1/RCF2417STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 24,000 Efficiency: 14.5 SEER I I Heating System Type: Propane Furnace ! Model: R95040 E Manufacturer: RHEEM Capacity: 38,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB:75F, SIKH:50%, WIDB: 70F, Sen. gain: 14,291 Btuh, Lat. gain:3,983 Btuh, Sen. loss:27,743 Btuh, Entering clg. coil DB: 75.7F, Entering clg. coil WB: 63.3F, Entering htg. coil DB: 64.5F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow:622 CFM, Req. htg. airflow: 298 CFM I I I E f I I I 1 E:\...\4365 Oaklawn Ave_08262022 ACCA Manual DJS.rh9 Friday, August 26, 2022, 1:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Pae 8 [Manual S Performance Data =System 1 - 2nd Floor I Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 10.203 Outdoor Wet Bulb: 71 Latent Gain: 1.693 Indoor Dry Bulb: 75 Total Gain: 11.896 Indoor RH: 50 Load SHR: 0.86 Supply Airflow: 675 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.7 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 21.118 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.7 Indoor RH: 30 Supply Airflow: 675 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 618AJ 1/RCF2417STA, Indoor Model: I RA1618AJ1/RCF2417STA Nominal Capacity: 18.000, Manufacturer: RHEEM i Entered Inter olation Data: _ - EDB - - 7EDB OF EWB Air Flow ODB Total Power °F CFM ' °F Capacity Input I Sensible MBtuh kW Sfr Capacity I I MBtuh 62. 675; 861 18 1.27 0.75 13. Interpolation Results: Percent Load of Load Sensible Capacity: 13.500 10.203 132% Latent Capacity: 4.500 1.693 266% Total Capacity: 18.000 11.896 151% Power Input: 1.27 Heating: Model Type: Propane Furnace, Model: R95VA040, Nominal Capacity:38.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 38.000 21.118 180% E:\...\4365 Oaklawn Ave_08262022 ACCA Manual DJS.rh9 Friday,August 26, 2022, 1:23 PM I, Rhvac-Residential&Light Commercial HVAC Loads _ Elite Software Development,Inc. Energy Rating Service ACCA-Manual DJS Islip Terrace,NY 11752 Pae 9 Manual S Performance Data - System 2 - 1st Floor Loads and Design Conditions j Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 14.291 I Outdoor Wet Bulb: 71 Latent Gain: 3.983 Indoor Dry Bulb: 75 Total Gain: 18.274 1 Indoor RH: 50 Load SHR: 0.78 Supply Airflow: 800 Entering Dry Bulb: 75.7 Entering Wet Bulb: 63_3 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 27.743 Indoor Dry Bulb: 70 Entering Dry Bulb: 64.5 Indoor RH: 30 Supply Airflow: 800 E Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: I Model Type: Standard Air Conditioner, Outdoor Model: RA1 624AJ1/RCF2417STA, Indoor Model: RA1624AJ1/RCF2417STA Nominal Capacity:24.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 18.000 14.291 126% Latent Capacity: 6.000 3.983 151% Total Capacity: 24.000 18.274 131% Power Input: 1.37 Heating: I Model Type: Propane Furnace, Model: R95040, Nominal Capacity: 38.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 38.000 27.743 137% I I E:\...\4365 Oaklawn Ave_08262022 ACCA Manual DJS.rh9 Friday, August 26, 2022, 1:23 PM Home Energy Rating Certificate Rating Date: 2022-08-26 Projected Report Registry ID: �� n C}ennce Based on Plans Ekotrope ID: j2roY5gL HERS' IndexScore: SavingsHome: Your home's HERS score isa relative • • • lawn Ave performance score.The lower the number, I • • • the • • - • • $ 3,33 i • 57learn more, visit www.hersindex.com *Relative to an average U.S.home Roberts Premier Development Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtul Annual Cost criteria of the following: Heating 59.6 $2,125 2016 New York ECCC Cooling 2.7 $73 2020 New York ECCC Hot Water 16.2 $583 2018 International Energy Conservation Code Lights/Appliances 21.6 $605 2015 International Energy Conservation Code Service Charges $164 2012 International Energy Conservation Code Generation (e.g.Solar) 0.0 $0 2009 International Energy Conservation Code Total: 100.2 $3,549 2006 International Energy Conservation Code Home Feature Summary: Rating Completed by: -I&- WreEmrgy Home Type: Single family detached iso Model: custom home Energy Rater: Matt Wahl Existing 140 Community: n/a RESNET ID: 2572845 Homes 230 Conditioned Floor Area: 2,282 ftz Rating Company: Energy Rating Service Inc 320 Number of Bedrooms: 4 35 Tellar Dr,Islip Terrace,NY 11752 Reference too ma Ito Primary Heating System: Furnace-Propane•95 AFUE 631-566-8439 Home Primary vo �'Coolin g System: Air Conditioner•Electric•14.5 SEER Rating Provider: Building Efficiency Resources so Primary Water Heating: Residential Water Heater•Propane•0.63 UEF PO Box 1769 Brevard,NC 28712 70 House Tightness: 3 ACH50 800-399-9620 =� 60. 65 CFM,65 CFM•22.75 Watts(Default),22.75 Watts y r`rt �"�� Ventilation: i" so 40 This Home (Default) t a Duct Leakage to Outside: 46 CFM @25Pa(3.97/100 ftp) �^,.•_,:=_._ I�'f au Zero Energy Above Grade%;Valls: R-21 `�, ,o�%' 30 Ceiling: Vaulted Roof,R-38 Home o Window Type: U-Value:0.3,SHGC:0.28 Matt Wahl,Certified Energy Rater 01J1]R[sNRr Less Ener" Foundation Walls: N/A Digitally signed:8/26/22 at 2:25 PM Framed Floor: R-30 Ekotrope RATER-Version-4.0.12977 6 ekotrope thew Yark ECCC 2020 UA Compliance ENR6Y �. Property Organization Inspection Status trim ertnee �, 4365 Oaklawn Ave Energy Rating Service Inc Results are projected Southold, NY 11971 Matt Wahl Model:custom home 631-566-8439 Community: n/a Builder R1238-1-4365OAKLAWN-MJW Roberts Premier 4365 Oaklawn Ave, 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 35.4 38.8 Above-Grade Walls 179.3 182.5 Windows, Doors and Skylights 144.0 145.5 Slab Floor: 0.0 0.0 Framed Floors 55.6 47.2 Foundation Walls 0.0 0.0 Rim Joists 7.0 5.8 Overall UA(Design must be equal or lower): 421.3 419.8 Requirements 402.1.5 Total UA alternative compliance passes by 0.4%. 402.3.2 Average SHGC:0.28 Max SHGC:0.40 R402.4.1.2 Air Leakage Testing Air sealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. R402.5 Area-weighted average fenestration SHGC 8402.5 Area-weighted average fenestration U-Factor 8404.1 Lighting Equipment Efficiency R403.6.1 Mechanical Ventilation Efficacy Q Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met. 0 R403.6 Mechanical Ventilation Rate R403.3.4 Duct Leakage R403.5.3 Hot water pipe insulation Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 0.4%. Name: Matt Wahl Signature: A*ZV Organization: Energy Rating Service Inc Digitally signed: 8/26/22 at 2:25 PM Ekotrope RATER-Version 4.0.1.2977 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 shorn on this report. New `fork 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: 4365 Oaklawn Ave, Southold, NY 11971 Rater:Matt Wahl Rater ID(RTIN):2572845 Date Rated:2022-08-26 Rated Home Calculated Energy Use Rated Home Cost($/yr) (MBtu) Heating 59.6 $2,125 Cooling 2.7 $73 Water Heating 16.2 $583 Lights&Appliances 21.6 $605 Photovoltaics ) N 0.0 _ -$0— Tota 1 $0Total 400.2 . $3,549 `Based on standard operating conditions ERI with PV:59 ERI without PV:59 Electric(kWh):6,867.4 CO2 Emissions (Tons):8.3 Natural Gas (Therms):0.0 Nximm • ® . � • • ' • - • ' . i • • - 9 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�Qtrope. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 8126122 at 2:25 PM ' . fr • • a- , . • ITS r' "- TGA Company:BuildinEfficiency Resources fx Address:PO Box 1769 Brevard, NC 28712 Phone#:800-399-9620I +� - t Mo.°19 98-148} Ar t' Fax#:877-399-1361 ��ReGrTnT�rDo'�>` To determine if a provider is properly accredited go to:www.rennet.us/professional/programs/search_directory (Projected. Confirmation required.) ZOOO 4 milim o -+ . fis 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-burning 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* 8403.3.5 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 of APSP-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 4.0.1.2977 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. i 4365 Oaklawn Aire LA iA Southold, NY 11971 Builder: Roberts Premier Development Model: custom home Community: n/a This report is based on a proposed design and does not confirm field enforcement of design elements. IHIS HOME IS CERTIFIED TO MEET THE NEW YORK 2020 CODE Building Features Ceiling Vaulted Roof, R-38 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 46 CFM @ 25Pa (3.971100 ft ) Foundation Walls N/A Total Duct Leakage 46 CFM @ 25Pa (Post-Construction) Framed Floor R-30 Heating Furnace • Propane -95 AFUE Slab N/A Cooling Air Conditioner- Electric- 14.5 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater- Propane - 0.63 UEF Window U-Value:0.3, SHGC: 0.28 As a 3rd party extension of the cede jurisdiction utilizing these reports, i certify that this energy code compliance document has been created in accordance inth the requirements of Chapter d of the adopted International Energy Conservation Code based on SUFrdLK County.if rating is Projected,I certify that the building design described herein is consistent%Ath the building plans,specifications,and other calculations submitted v4th the permit application.If rating Is Confirmed.I certify that the address referenced above has been inspecteditested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or:rill be verified as such by another party Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 8/26/22 at 2:25 PM Ekotrope RATER-Version 4.0.1.2977 Neto 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.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability,for the information shovtn on this report Air Leakage Report Property Organization Inspection Status ENfRirMltce 4365 Oaklawn Ave Energy Rating Service Inc Results are projected Southold, NY 11971 Matt Wahl Model:custom home 631-566-8439 Community: n/a Builder R1238-1-4365OAKLAWN-MJW Roberts Premier 4365 Oaklawn Ave, Southold Development General Information Conditioned Floor Area [ft2] 2,282 Infiltration Volume[ftp] 24,180 Number of Bedrooms 4 Air Leakage Measured Infiltration 3 ACH50 ACH50(Calculated) 3.00 ELA[sq. in.] (Calculated) 66.33 ELA per 100 s.f. Shell Area(Calculated) 1.082 CFM50 (Calculated) El.,209 CFM50/s.f. Shell Area(Calculated) 97 Duct Leakage System 1 System 2 Leakage to Outdoors 25 CFM @ 25Pa 46 CFM @ 25Pa (2.22/ 100 fF) (3.97/ 100 W) Total Leakage Test Type Post-Construction Post-Construction Total Leakage[CFM @ 25 Pa] 25.0 46.0 Total Leakage[CFM25/100 s.f.] 12.2 4.0 Total Leakage [CFM25/CFA] 10.022 0.040 Mechanical Ventilation Rate[CFM] 65 CFM, 65 CFM Hours per day 14.0, 14.0 Fan Power 22.75 Watts (Default), 22.75 Watts(Default) Recovery Efficiency% 0.0, 0.0 Runs at least once every 3 hrs? true,true Average Rate[CFM] 37.9 CFM, 37.9 CFM 2010 ASHRAE 62.2 Req. Cont. Ventilation 60.3 2013 ASHRAE 62.2 Req. Cont.Ventilation 56.1 Ekotrope RATER-Version 4.0.1.2977 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report_ building Summary GYProperty Organization Inspection Status EN ��j�G y�J�it� 4365 Oakiaum Ave Energy Rating Service Inc Resuhs are projected Cl Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:Na Builder R1238-1-43650AKLA5NN-MJW Roberts Premier Development 4365 OaklawnAve,Southold +.x¢ ,** .b: €ei'vd�i4..;r�•F".r,.',.5.!� :t.;t',t`� 't• �t.� ` i' `•:k.;rr:'S':ptR; t " , „ Number Of Bedrooms 4 Number Of Floors +- Conditioned Floor Area[sq.ft.] 2,282 Has Electric Vehicle Ready Space No Unconditioned,attached garage? No Conditioned Volume[cu.ft.] 24,180 Total Units in Building 1 Residence Type Single family detached Number of Floors in Building Floor Number - Model custom home Community nPa RESNET/IECC 2006 Climate Zone 4A ^� rl_ .� ;�+�` :h, i^°}%k;.Yj,e{�•:;4a�q�.�':'t '4{ '^fi y�a,.?�d.4�'S�9�:N;t���i7;+8,k*, aiMi.'�r� _ Foundation 1Na11 ?�?p ,g •� � L� >�;:,�, r ` t .Yh• 'A'�u A , a. ",_„ ':. •1 :..»'"sw...i'.-..e.:�::•,..a:rc.,i�..Y".�n '::ta.«",la:,:y.:.�"k..�.aa;,..i,.s4.r.e�..-..r.,...._..a..a. �vi.ns..a.,°.:.id.:x,.. .._..,x.«_............... ..v.....�_ __ ____.u:,.s....,.....•a...w w None Present Coda=0004ffiX nW_ a ` ..l .W.��.•v�M • None Present :tip°' ."fi n".p'rid,"¢ti.�`„i,.,.,�..,s3.'-"':a�,.".r�,�?;7f•. .a'. ':m^r;,'^L,,d•�5.3...�.•._4 ;.,. _ .... ....._. _.�.. _ _.,....--_.-.. w,. i, tr,.r. ',Fri^: •;v kG�•f}4xi'`7b�'"r>t,'7Y'�„'� -S.f°`y;!�:;.�'• , ., `ab' y; 4r AN .}, .:J ,J+e4Qt rAc'•� +. �",.iw'. �*� x'�•i'..� W f. Lr .., .. � •'aTJ:J25'.'�.a..-..,...,......^:�1.L..:'w6-... ".u'a... .aaL' `�w'am...a..°+�uv�.t.'.:y'�.a..:...,....»......e»•�e,.z..,....sso.._......e.<...,:,,.....ww................mwvWa.,w...i,...,a..r:,.....,.:w.•,�t'_ _ None Present r. z77 �m '111 H. ..,ct- .�., .. ,•p.r. r i I_�lra i.lst F{ qs, .,,:G• » p b•` '3 „• 4! f, i r a ±.:.:.3"..,;�..,�4.'A.:3Wd:t1. .•R None Present 1 ' Building Summary FaRKProperty Organization inspection Status pylce 4365Oaklav:nAve Energy Rating Service Inc Results are projected C/ Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:nta Builder R1238-1-43650AKLAWN-N1JW Roberts Premier Development 4365 OakiawnAve,Southold i=rained Floor W CrpFloor Grader Surface Area Location Basement Ceiling R30,FG2,10-16 eko wto� 0 Above Grade! _ 983.0 112 Insulated Unconditioned-' sheetrock iBasement, Crawtspace Ceiling R30,FG2,10-16 eko w/o 0 Above Grade; 175.0 ft= Unvented Crawl sheetrock Overhang R30,FG2,10-16 eko 0 Above Grade; 26.0 IF Exposed Exterior 7' ln'11,10 [R30,FG2,10-16 ramed door i_iiara i_ista yyr".L'�1.'1t?, '. .:.Y .kc uft: ' *r•.t.fedi_:.,S..:r_'..t:SR.tim:ae7..+,..+.nJ+v..m.,}Ytisb��'✓.ero..svWb..u....w,fu,c.ttl.+w,...w.m Name Effective R-value R30,FG2,10-16 eko 27.859 eko Wo sheetrock 25.004 -- i�im �•&,err ...tM, 3�J:'"-,..�..� s�•.'•�,�s'0.•`r,?E,�.:..rt,;".r.. Name Library Type Surface Area Location I-amb R 21.0 151.0 ft= Exposed Exterior �. :�Y �� �,� > 'u��'>h,-.w,• xua �j,,:§:a:'•.;r,,.!e�;•,.,'.'e.?,;,�''t';tib.. '�#��y�°,.p w� >''c�',,.�,�, Name Effective Insulation R-value R 21.0 21.00 wrail ON K. g q¢jE p•Y't r`E ly p 4 .w.�.,s'YY �fl'r ,tRn�i:gEk'Ai^<'tg•},UJ w•ANat.C '.,Y.. ✓'t.", to R.' � H.�°�,.'t , � ........,:.r�a+a �t$I�t`w�i_'E�.'"Y,:.,,:M ' a..�:2�}.�.v^ ,t .°a.:a�•.,a:�,e e., r^', Name Library Type Surface Color Surface Area µPLocation exterior walls 1 R21,HDF1,4-16 eko Medium, 1,359.0 IF Exposed Exterior exterior walls 2 R21,HDF1,4-16 eko Medium 1,240.0 ft'I Exposed Exterior gable walls R21,HDF1,4-16 eko Medium 450.0'rt-, Exposed Exterior garage common walls R21,HDF1,4-16 eko 1.1edium 189.0111 Unconditioned,attached garage 2 Build-Ing Summary EN Property Organization Inspection Status a.�Uce 4365 OaklavmAve Energy Rating Service Inc Results are projected r Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:nla Builder 81238-1-4365OAKLAINN-MJW Roberts Premier Development 4365 OaklavmAve,Southold Name Library Type Surface Color Surface Area Location stairwell vmils R15,FG2,4-16 GCW eko Medium 200.01`111 Insulated Unconditioned Basement r ^y^<—ra Lest . . t .}, Y: " = --. .,_ - „ 't.z• 'k t„k:.:�:.sr..x�x_."k. .>�a'� Re._. .�. ..,._e.1,�..:::c__.,.,.> .....�a..�:«..,.,..._..iso._..._..�..y._;_.u:.,�..,.,...:»�;(_.'s.,:._.'.;�..:,;sr.. ,.,...,,....,.e.......-..�._ Name Effective R-value R15,FG2,4-16 GCW eko 11.65 R21,HDF1,4-16 eko 16.81 wig . &� :si.Mu .r,xaLAr"i. r 8Z ill Name Library Type Wali 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 vmils 2 Yes) 0; 0 8 West 83.0 it= SHGC:0.28} Unnamed Glazing 0:0.30, exterior vrails 1 Yes; 21 0 8 West 60.0 Pte SHGC:0.28 Unnamed Glazing U:0.30,' exterior walls 1 Yes! 0; 0 0 West 14.0 ft= SHGC:0.281 Unnamed Glazing U:0.30,1 exterior :'alis 2. Yes! 01 0 8 East 52,0 ft- SHGC:0.26 i Unnamed Glazing 0:0.30,i exterior v.slis 1 Yes; O� 0 0 East 86.0 h= SHGC:0.28r a Unnamed Glazing U:0.30,j exterior vmils 2' Yes; 0, 0 0 North 12.0 ft= SHGC:0.28{ i I Unnamed Glazing U:0.30,? exterior ovalis 1 Yes', O' 0 0 North 31.0 ft= SHGC:0.28 Unnamed Glazing 0:0.30,j exterior walls 2' Yes! 0, 0 0 South 36.0 ft= SHGC:0MJ Unnamed Glazing U:0.30,i exterior%,ails 1 Yes 0; 0 6.3 South 15.0 ft= SHGC:0.28; 1z.t ,s.�"r,ry•M ,r :t. i'� 'ar,;`'''�.rr ..,-.. T Y$i •f•, � Y$•. 4 ,��. Glazin {. e ,, . - w f _ �4 - t^ f} S Yy. a f. �tm. cls Y :•,:1'+,i��'� �?:..ru�„: Name Shgc — � U-factor U:0.30,SHGC:0.28 0.28 0.300 3 Building Summary Property Organization Inspection Status ENal#�f ('eni-wg 4365 Oakiay.,n Ave Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 - Community:We Builder R1238-1-4365OAKLAINN-PAJW Roberts Premier Development 4365 OaklawnAve,Southold Mig 1p ISKY,li'g, ht ,, «s; 8 hone Present .,...,..«-..<,-....-,..,<.....'.3:'.'�.r..:....^.,5,.,.:.:.,aa.......,.....,...........__........,..-__«,,.__............-..�,. ...wa........e.., -»A ,;,--�-- R It-'z:• yt, a-- .ZK�K -;-7-�;. f,.N -'1-,�•r,>w—. "= .'.`�.'i' R `,;:rr'.3°e,:rY.� ". .. ._._.....-._a -.. .__,.....,_.._,-._1 �i,'Y,r7sF'" <.�:.�. rAa•"'k. -.�.x'!;,",�3'.vF'�i J•a .. Kk y V tJ -ti. 'k' 6 a a f�' =pp"ueDoor a Name Library lip, Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance Unnamed Opaque Door 1-318 Wd solid exterior v.aUs 2, 0.9' � 0.75' Medium 21.0 ft' Exposed Exterior core Unnamed Opaque Door 1-318 Wd solid stainrell walls' 0.9, 0.75 Medium 19.0 ft= Insulated -Copy core Unconditioned ! Basement Unnamed Opaque Door R5 steel insul garage common 0,9, 0.75, Medium 21.0 ft2 Unconditioned, -Copy-Copy wails attached garage P q -- p7 'Y:�kw{:. ME { u ,.� , Name Effective U-factor 1318 Wd solid coreR�~!___�____ 0.588 R5 steel insui 0.250 �,• �'` 's, R�,:,`w-7.' f 'a�k7v fR.' ,^qt»;, wAr'".:•�� �p`'a'�". .s _ _ � 2w^ f°arr.a E .I�:a wvti'.• oof fns 'la't on R u i ` v ,r 4? u°. '. .. ..- y. ,.a.&c"a..'.:�akC^L-,.Lr:'•i-a.._:.au'i:::',`::,';':':�:;«:,..._._._..::..,...w:.:�.,:».«'......_i.".,.• ,- . Name Library Type Attic Exterior Area[tt'] Ctay or Concrete Roof Surface Color Surface Area Location 711es Roof Rafters R38,LDF1,8-16s eko 1,360; No; Medium 1,360.0 11=1 Vaulted Roof Building Summary IN Property Organization Inspection Status Oa � Y(Ye nii c e 4365 Oaklawn Ave Energy Rating Service Inc Results are projected Southold.NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n1a Builder 81 23&-1-4365OAKLAWo VvIJW Roberts Premier Development 4365 Oaklawn Ave,Southold Roof A1t18 SUI N .. Has Radiant Barrer Effective R-value f R38,LDFI,8-16s eko No 35.054 House Infiltration Measurement 3 ACH at 50 Pa Blovver-door tested 4 7-7 7, t. Ventilation Type Ventilation Rate[tt' Operational hours W Fan Watts Runs once every Energy Rllpe'oveirnyt Gd—i—Mumber ManufactureT I Minute] per day three hours Exhaust Only 65 CHH, 14i 22.75 Watts(Oefaull)l yesi 0 Exhaust Only 65 CFM 14:22.75 Watts(Default) Yes! Rd j AM lml .'f&`!M-12�. %Interior Fluorescent Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0IM 0 100! MA W-N Cn I i t=een r t i o=7001�A�k' (Rgected C rf aTE ian requred) i-M m j a SVSLit ed start C ort � DEOLUWSINJ a E � saId iUa4021.1 or4P-1.3 rTdninfem&atknb aid� (41.3 Fbstapwi rtaat atelidirgthele delIderdes Cedctereo}.inedfcr00 ir�ledinihehar5e R4M4.12 B-WcpearlealGgerrrBarnmledG pr2te FASS R4CP-4.1/Tale GC vWharsedircJa�dhr Jeicnmc r #sinTaiJe Ct�distregohedfcr00 1 41.1 41 RM4.4 Rxnfso3tarirgft.el-oudng.-TOL7 w R4CP-5 MAmrnf cnUtdcra-d9-M (U-Rdcr}FNSS (&M R%SS RC(if.12 Fbapurpco trds Fes' RM2 Dcfm-dtc@dspaoetobeinsddadtoamnnun FYI`' Rma2 Q. malirgrndl dts PpSa Fri n D d tes ingfrr drets in umritia ed spate fes' . RM5 BjIdrtg c RAes rct Lsed as d d& PASa RM51 Raedvderdre lemma-dtaipeattmrrairta-erms,amB l FSO 63 F�yerpipeinsulatedtoR3 Rk9S R4M6 Nbd-tical\c&atknri 4ngftrecimErts dthe lFCcr PAW INU Qlcioor ar aiddag cfarrpss rnstalled RM7 A NeiJa-dSo edfcrall hae ingaidoodirg A)Afansrecoredful errrit errfi RM8 959grsw\n mltipledndli u tston�ftffpd-rid Rkffi` regar�rrar dlECJCoamen-al oocb R4M9 9�a nv dta-dioesydemoatdsinsWledWiaealaplicatie PAW F10 Ptdsarpt rtarpon Fkw pt3TretiaartsfcrF�es,tine oahos Mail Patddespasntd heregirmeMdA ',3:L14. FPS` R4C4.1 �Hccheffi caylicttsk#Aled in U/odpatram*irstdled Rk9S Ekd= F3ATR-lkv�cn4.Q1.2977 M alW b8 arm" r L�10 di C(1 'Building Summary Property Organization Inspection Status 11111ENER5 reAce 4365 Oaklawn Ave Energy Rating Service Inc Results are projected y' 9 Southold,NY 11971 10att Wahl Model:custom home 631-566-8439 Community:n/a Builder R1238-1-43650AKLAWN-MJW Roberts Premier Development 4365 Oaklawn Ave,Southold Ly",pay KANT41P4 q E Of., P ,�,SEE Equipment rquipment Type Air Conditioner Fuel ipm Type Electric Distribution I Ty � ut istribution Type Forced Air MotorType Motor Type ECIVI(Variable Speed) T I Cooling Cooling Efficiency 14.5 SEER Cooling g( Cooling Capacity[kBtuth] 18 Equipment Equipment Type Air Conditioner Fuel Type Electric Distribution Type Forced Air Motor Type PSC(Single Speed) Cooling Efficiency 14.5 SEER Cooling Capacity[kBtu/h] 24 N Kq u=ip M.Nr UI t prEh Equipment Type Furnace Fuel Type Propane Distribution Type Forced Air Motor Type PSC(Single Speed) Heating Efficiency 95AFUE Heating Capacity[kBtu/h] 40 Use default EAE Yes EAE[kWh] 561 we E UY , Equipment Type Residential Water Heater Fuel Type Propane Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.63 UEF Tank Capacity(gal.) 48 Hot Water Capacity[kBtu/h] 38 Recovery Efficiency 0.80 7 Building ~~~~^^^^^^~^^y wrNEWY PropertyOrganizationm��n�� OA� 43moaklawoAve Energy Rating Service Inc Results are projected � Southold,mv11yr1 Matt Wahl Model:custom home 631-566-8*39 oommunny:ma ouxue, n123&-1-4365:w*cAWm'uuw Roberts Premier Development 4mamamawoAve,Southold Distribution Type —Forced Air Heating Equipment Heating 2nd Floor Sq.Feet Served 1.124 #Return Grilles 1 Supply Duct RValue 8 � Return Duct RValue 8 Supply Duct Arem[ft2l 303.48 Return DuctAreaIft9 502 Leakage 0mOutdoors 25CFM @25Pm(2,22/18OW) Total Leakage 25CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct Duct Location Conditioned Space Percent Supply Area 100 Percent Return Area 100 Duct Duct Location Conditioned Space Percent Supply Area O Percent Return Area 0 Duct Duct Location Conditioned Space Percent Supply Area O Percent Return Area O Duct Duct Location Conditioned Space Percent Supply Area O Percent Return Area 0 Duct Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area O Duct Duct Location Conditioned Space Percent Supply Area 8 Percent Return Area o WwYaIkE00C LACcnjoiame EN �tce ' "q33w L4pnmai inspemanbms fR L 4=uxaAnA/e ffcwtcMrg,-SvceIrc f-GSjTSa0pqeae3 tUMq NYTIVt-I IVEU vM wom:dsmnram 651-01>6w uxmu-Ry.rya Milaer KIZIU-1-1��"Awv H=Maw 4=LwaAnAA WJMa DadTnut 'ibis report isbred cnaproposed deli jnarxidoes not confirmfidderldanutdcledgidennt& BjIdTLA Eleflm, ents IEC(Refer3ence AsDesVed ces 54 Abomraddlalls 17M 1825 Windov&oorancSkylights 14,Q 145 Slalfloor 00 0.0 FramTdoors 553 472 FoundatfMalls GO 0.0 RIrdoists 7.0 58 OverdIA(Designusbeeclualdow#r 422 4158 wmuts �a 4CP-1.5 Ital LAanlJiamepamest)yO4',/o 4o9-32 Aeaj---%M 023NtK_qjM a40 1 41 Air Le4q:pTe- ksadirgis3COACHaEOPa ftm9rrtanssdaooAiAAff)Ri RO-5 AEavz4Iedaaa_ptn2&2ficnUFa:kr 14.1 LKftrgEqjpTMEffdeV Rcaral Mdmc2i\13vatcneiicacy =L qycotr iremtsd-daerd t�htttayolajdist tyG4mstb�rrd F�M6 rvtdiaicalktitlafiaiDae MM4 D-d LskgB RM53 FtNaff Opa4-shtcn Dakjneweech fienei fcrNmYak ftscdpMan0iffwbj(14% Name MEftV\tH Signature Organization BuWRz'firgS3Vc9lnc Digitalkgned 8TYM A 2Z FM Ektqm RA7R1b-dcn4.Q1.2977 %nYakEMC2MPg&%WZa%wI%s qVFffi MI'PRA a a Iffont rat Building Summary LUN Property Organization inspection Status FaTftreAe 4365 Oakiawn Ave Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder 81238-1-43650AKLAU'JN-tJJW Roberts Premier Development 4365 Oakiawn Ave,Southold �ate ributron •`� Water Fixture Type Standard Use Default Hot Water Pipe Length �No Hot Water Pipe Length[ft] 47 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Recirculation System Pipe Loop Length[ft] 30 Drain Water Heat Recovery? No Clothes,.t} ,.er �,, , ➢.,�;� ��:�:-�,��,�a�.,:;s� ���>,�,a�A Cef 3.84 Fuel Type Electric Field Utilization Moisture Sensing Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type Custom Q"1E'� �xuTr#. Label Energy Rating 400 kWhfYear Annual Gas Cost 527.00 Electric Rate S0.12/kWh Gas Rate S1.09/Therm Capacity 3 Imef 1 Defaults Type HERS Reference Load Type Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes Washer Available Yes Qj r^r^�`,ta(/��r ery_gp•�i> ,.x �`" 4t�q }' :' i¢r°;:,,�,s"�''����::, .',','''e`f,„q, {�t:i 1MY4l�7ii{F/ �� "4 b.:�,.� &i����l,a��'ii9kt6�:i:. '.•'t4�!i�,'tint,a��. ,�m�'�F.iw!3' :v.'�b.ii.... .w Dishwasher Efficiency 269 kWh Dishwasher Size Standard _ Annual Gas Cost S33.00 Electric Rate S0.131kWh Gas Rate S1.05TThemn Is Outside Conditioned Space No 10 BuRding Summary ENR6KaProperty Organization Inspection Status e�t�dllF �rtle 4365 OaNavrnAve Energy Rating Service Inc Results are projected e/ Southold,NY 11971 l0att lllahl Model:custom home 631-566-8439 Community:nta Builder R1238-143650AKLAWN-AM Roberts Premier Development 4365 OaGK�lawn Ave,Southold Appliances;andiCo"ntrolts �d:1.is3uiY aL'.�nt2�.3.i:1•Z.: .`.L.:die:R..wvii.".'...�wStrww..11:.°v. w...r5 -rnrw,.w-.r—_.-w-.w..+.....,-www.........+.a,,....u......„...ww...-+.+_...e.............u�..-w.........-.- Thermostat Cooling Setpoint ""`75.0 Thermostat Heating Setpoint ....70.0 RangetOven Fuel Propane Convection Oven? Yes Induction Range? No Range/Oven Outside Conditioned Space? No Refrigerator Consumption 693 kWh/Year Refrigerator Outside Conditioned Space? No ,.r;,;:�,,. _,sem._.�m_..� .-�-_ - •- -----__�.__ v. a,.;'"t ..+.....1::.A:u¢:,i'ka'L-.m:�a•'.�.'"du ,... ;�:: n-��_...... ... ... _...-,...-.,,Q..,.m.....,..W .N...,. ...,..,,.,...� :..,......�,,..,.�.,..,,a MJW 03126/2022 4365 OAKLAWN AVE HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX,2020 NY ECCC -PROPANE,ELECTRIC -5:12,7:12 PITCH 4BEDROOMS -2 STORY -FRONT FACES WEST -MECH ROOM HOUSES BOILER,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 75 CFM X24HRS -SOLAR PV: N/A 11 RESNET HOME ENERGY EN l-My eaA RATING Standard Disclosure For home(s) located at: 4365 Oaklawn Ave, Southold, NY Check the applicable disclosure(s): 1.The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating, the Rater or the Rater's employer has also provided the following consulting services for this home: IA. Mechanical system design B. Moisture control or indoor air quality consulting �IC. Performance testing and/or commissioning other than required for the rating itself iD. Training for sales or construction personnel UE. Other(specify) `'�3. The Rater or the Rater's employer is: ,WIA. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home i�__111C.An employee, contractor, or consultant of the electric and/or natural gas utility serving this home .W-',4. The Rater or Rater's employer is a supplier or installer of products, which may include: Products Installed in this home by OR is in the business of HVAC systems IrlRater !Employer ;Rater ( Employer Thermal insulation systems ;Rater ;Employer RRater W—lEmployer Air sealing of envelope or duct systems i 'Rater .Employer Rater ;Employer Energy efficient appliances ;'RaterEmployer ',RaterEmployer Construction (builder, developer, construction contractor, etc) iRater ,Employer Rater FM—,.Employer Other(specify): mwahl MRater Employer ,Rater ; Employer 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: 8/26/22 at 2:25 PM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https://standards.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2 -Amended March 20, 2017 'Builder Affidavit V Property Organization Inspection Status EN ajr�reike 4365 Oaklawn Ave Energy Rating Service Inc Results are projected Southold, NY 11971 Matt Wahl Model:custom home 631-566-8439 Community: n/a Builder R1238-1-4365OAKLAWN-MJW Roberts Premier 4365 Oaklawn Ave, 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:57 Builder Name: Roberts Premier Development Builder Signature: Name: Matt Wahl Signature: A*W Organization: Energy Rating Service Inc Digitally signed: 8/26/22 at 2:25 PM Ekotrope RATER-Version 4.0.1.2977 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shovm on this report. Home Energy Rating Certificate Rating Date: 2022-08-26 Projected Report Registry ID Based on Plans Ekotrope ID: j2roY5gL • s • Your Home's Estimated Energy Use: This home meets or exceeds the Use NMI Annual Cost criteria of the following: Heating 59.6 $2,125 2016 New York ECCC Cooling 2.7 $73 2020 New York ECCC Hot Water 16.2 $583 2018 International Energy Conservation Code Lights/Appliances 21.6 $605 2015 International Energy Conservation Code Service Charges _ $164 2012 International Energy Conservation Code Generation (e.g.Solar) 0.0 $0 2009 International Energy Conservation Code Total: 100.2 $3,549 2006 International Energy Conservation Code FIERT,. .,IndexHome Feature Summary: Rating Completed by: Q, More Energy Home Type: Single family detached ,So DJtodel: custom home Energy Rater: Matt Wahl RESPIET ID: 2572845 EHisting � tao Community: nla Homes 170 Conditioned Floor Area: 2,282 ft' Rating Company: Energy Rating Service Inc i70 Number of Bedrooms: 4 35 Teilar Dr,Islip Terrace,NY 11752 Reference soa Primary Heating System: Furnace-Propane•95 AFUE 631-566-8439 Home Primary Coolie System: Air Conditioner•Electric•14.5 SEER qo y g y- Rating Provider: Building Efficiency Resources go Primary Water Heating: Residential Water Heater•Propane•0.63 UEF PO Box 1769 Brevard,NC 28712 70 House Tightness: 3 ACH50 800-399-9620 .:N;;,.;^�•,v.., bow 65 CFK4,65 CFM•22.75 Watts(Default).22.75 Watts `4m Ventilation: 30 This Hama (Default) r ` ao Duct Leakage to Outside: 46 CFM @ 25Pa(3.97/100 ft'-) .110 20 Above Grade Walls: R-21 �=a,:..•,, 10 Ceiling: Vaulted Roof,R-38 Zero Energy Home 0 WindovrType: U-Value:0.3,SHGC:0.28 Matt Wahl,Certified Energy Rater Les$Energy Foundation Walls: N/A Digitally signed:8/26/22 at 2:25 PM crops nt:=2r Framed Floor: R-30 Ekotrope RATER-Version-4.0.1.297,7 ekotrolpe The Energy Rating Disclosure for this horne is available from the Approved Rating Provider. reportEnergy savings calculated without modifications to the energy model.(As Modeled) This does not • or v New York ECCC 2020 UA Compliance Eli,� 0 Property Organization Inspection Status �ui1f 4365 Oaklawn Ave Energy Rating Service Inc Results are projected Southold, NY 11971 Matt Wahl Model: custom home 631-566-8439 Community: nla Builder R1238-1-4365OAKLAWN-MJW Roberts Premier 4365 Oaklawn Ave, 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 35.4 38.8 Above-Grade Walls 179.3 182.5 Windows, Doors and Skylights 144.0 145.5 Slab Floor: 0.0 0.0 Framed Floors 55.6 47.2 Foundation Walls 0.0 0.0 Rim Joists 7.0 5.8 Overall UA(Design must be equal or lower): 421.3 419.8 Requirements 402.1.5 Total UA alternative compliance passes by 0.44`0. 402.3.2 Average SHGC:0.28 Flax SHGC 0.40 R402.4.12 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 8402.5 Area-weighted average fenestration U-Factor R404.1 Lighting Equipment Efficiency R403.6,1 Mechanical Ventilation Efficacy IAandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met R403.6 Mechanical Ventilation Rate R403.3.4 Duct Leakage R403.5.3 Hot water pipe insulation Design'exceeds requirements for Neter fork ECCC 2020 Prescriptive compliance by 0.4%. Name: Matt Wahl Signature: A*X Organization: Energy Rating Service Inc Digitally signed: 8126122 at 2:25 PM Ekotrope RATER-Version 4.0.1.2977 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 Toot All results are based on data entered by Ekotrope users, Ekotrope disclaims all liability for the Information sho,.%n on this report f New York 2020 ECCC .Compliancert (ERI Pathway) Projected Energy RatingIndex, 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: 4365 Oaklawn Ave, Southold, NY 11971 Rater:Matt Wahl Rater ID (RTIN):2572845 Date Rated:2022-08-26 j Rated Home Calculated Energy Use Rated Home Cost (S/yr) (MBtu) Heating 59.6 $25125 Cooling 1 2.7 S73 Water Heating 16.2 $583 Lights &Appliances 21.6 $605 Photovoltaics 0.0 $0 Total 100.2 ^ _� __ m $3,549 based on standard ooerat+ng conditions ERI with PV:59 ERI without PV:59 Electric(kWh):6,867.4 CO2 Emissions (Tons):8.3 Natural Gas (Therms):0.0 1 _ _ t ®tea 0�6 - s v t ' .!_°_°_� _ 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 Digitally signed: 8/26/22 at 2:25 PM 'MGgTGAGe Company:Building Efficiency Resources \ i Address:PO Box 1769 Brevard, NC 28712 Phone#:800-399-9620 Fax#:877-399-1361 `aeofrnnoa..' i To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory k (Projected. Confirmation required.) firva - Z110M 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-burning 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 of APSP-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 4.0.1.2977 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 4365 Oaklawn Ave Southold, NY 11971 Builder: Roberts Premier Development Model: custom home Community: n!a This report is based on a proposed design and does not confirm field enforcement of design elements. THIS HOME IS CERTIFIED TO MEET THE NEW YORK ECCC 2020 ENERGY CODE Building Features Ceiling Vaulted Roof, R-38 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 46 CFM @ 25Pa (3.97/ 100 ft') Foundation Walls N/A Total Duct Leakage 46 CFM @ 25Pa (Post-Construction) Framed Floor R-30 Heating Furnace • Propane • 95 AFUE Slab N/A Cooling Air Conditioner• Electric• 14.5 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater• Propane ^ 0.63 UEF Window U-Value: 0.3, SHGC: 0.28 As a 3rd part,• extension of the cede jurisdiction utilizina these reports. I certifv 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 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 inspected'tested and that the mandatory provisions of the 1ECC have been installed to n=eet or exceed the intent of the IECC or v:m be verified as such by another party Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 8126/22 at 2:25 PM Ekotrope RATER-Version 4.0.1.2977 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code wmpliance 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 shob,n on this report. Air Leakage Report A� Property Organization Inspection Status �/�►r46 ��, e 4365 Oaklawn Ave Energy Rating Service Inc Results are projected Southold. NY 11971 Matt Wahl Model: custom home 631-566-8439 Community: n/a Builder R1238-1-4365OAKLAWN-MJW Roberts Premier 4365 Oaklawn Ave, Southold Development General Information Conditioned Floor Area [ft2] 2,282 Infiltration Volume [W] 24,180 Number of Bedrooms 4 Air Leakage Measured Infiltration 3 ACH50 ACH50 (Calculated) 3.00 ELA[sq. in.] (Calculated) 66.33 ELA per 100 s.f. Shell Area (Calculated) 1.082 CFM50 (Calculated) 1,209 CFM50/s.f. Shell Area (Calculated) 0.197 Duct Leakage System 1 System 2 Leakage to Outdoors 25 CFM @ 25Pa 46 CFM @ 25Pa (2.22/ 100 ft2) (3.97/ 100 ft2) Total Leakage Test Type Post-Construction Post-Construction Total Leakage[CFM @ 25 Pa] 25.0 46.0 Total Leakage [CFM25/ 100 s.f.] 2.2 4.0 Total Leakage [CFM25/CFA] 0.022 0.040 Mechanical Ventilation Rate [CFM] 65 CFM, 65 CFM Hours per day 14.0, 14.0 Fan Power 22.75 Watts (Default). 22.75 Watts(Default) Recovery Efficiency% 0.0, 0.0 Runs at least once every 3 hrs? true, true Average Rate [CFM] 37.9 CFM, 37.9 CFM 2010 ASHRAE 62.2 Req. Cont. Ventilation 60.3 2013 ASHRAE 62.2 Req. Cont. Ventilation 56.1 Ekotrope RATER-Version 4.0.1.2977 All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shorn on this report Building Summary EAND rG Property Organization Inspection Status 4365 OaKlawn Ave Energy Rating Service Inc Results are projected JJ Southold,NY 11971 Matt Wah I Model:custom�home 631-566-8439 Community.n!a Builder R1 238-1-43650AKLAWN-MAN Ronens Premier Development 1365 Oaklawn Ave,Southold Number Of Bedrooms 4 Number Of Floors Conditioned Floor Area[sq ft.] 2,282 Has Electric Vehicle Ready Space No Unconditioned,attached garage? No Conditioned Volume[cu.ft.] 24,180 Total Units in Building 1 Residence Type Single family detached Number of Floors in Building Floor Number Model custom home Community n/a RESNETIIECC 2006 Climate Zone 4A S '!Mlk! OUK F &(Wh- - None Present IS None Present `None Present 'ISt `SlabU WbrtiryiL None Present Building Summary Property Organization Inspection Statusc rl1l?G r iP rFcr 4365 Oaklawn Ave Energy Rating Service Inc Results are projected 11 Southold,NY 11971 Matt VVanl Model:custom home 631-566-8439 Community:nia Builder R1238-1-4365OAKLAWN-Iti7JW Roberts Premier Development :365 OaklavrnAve,Southold ;, Name Library Type Carpet R Floor Grade" Surface Area Location Basement Ceiling R30.FG2,10-16 eko w.o 0 Above Grade 983.0 ft' Insulated Unconditioned sheetrock Basement Crav:lspace Ceiling R30.FG2,10-16 eko w/o 0 Above Grade 175.0 ft= Unvented Crawl sheetrock _ Overhang R30,FG2,10-16 eko 0 Above Grade 26.0 f,- Exposed Exterior Name -' Effective R-value —------ - ---------- R30.FG2.10-16 eko 27.859 R30,FG2,10-16 eko w/o sheetrock 25.004 _ %fir r `�'tnd'+,.� S;' 4;6:, ,,'yv' 7,Y~ V r,9�'• 8 �.Vis. -�.�`�;. ...�, ,z.. ::. .-. ..._o_.c.,-..a_.-.. ���� -`'�..mei:v`p.♦� Name <Library Type Surface Area Location 1-amb R 21.0 151.0 ft= Exposed Exterior 7A I f '% ,ip{{,,..,, fr•� -'.:.,, .'1.`a f' .X'n:rts. ':Frr.>:..yp;�h. —��"-- R�rn - �`� ...r ::'..�.:*.:LMrs.:'-„tY..:,_"x.���• x"�''�.+c,.?$ar.R'& .s.�.�.a��c.,:..�.:�+:�_ .dM...,.... ...._. .. _..,-._._«.__..___<,.�......._.....-_,.t_...-_.,-_.v,,.�..,..__..._..___._......._,.. Name Effective Insulation R-value R 21.0 21.00 ��/ �!! _„�t.,>x,_�%;r^`'.� ,'7.4 to''•u"I`�>?A�"�•'"�-x t�',:'i�?�'..:i.�'..T,gm�',:,x-» x., _ - _ Mame Library Type- S�Surtace Color Surface Area _Location exterior walls 1 —-� R21.HDF1 4-16 eko --- Medium 1,359.0 ft2 Exposed Exterior exterior walls 2 P.21,HDF1,4-16 eko Medium 1,240.01= Exposed Extenor gable walls R21,HDF1.4-16 eko Medium 450.0 ft2 Exposed Exterior garage common walls R21,HDF1.4-16 eko btedium 139.0 ft- Unconditioned,attached garage Building Summary LAN My Property Organization Inspection Status �rti_1TJtG ( 8titlCC 4365 Caklawn Ave Energy Rating Service Inc Results are projected J Southold,NY 11971 Matt Wahl K-Iodel:custom home 631-566-8439 Community.n1a Builder R1238-1-4'65CAKLAI.,VN-1,1Jt*V Roberts Premier Development 4365 Caklay.•n Ave,Southold Name Library Type Surface Color" Surface Area Location stairwell walls R15,FG2,4-16 GCW eko Medium 200.0ir' Insulated Unconditioned Basement ail LErtSt`:: ..f;task -'� :d"..rmn.• ✓aLNi .��...__m..._.-.m_....:_ .... .-....�:..._.. ..._. .. Name Effective R-value R15,FG2,4-16 GCVd eko 11.65 R21,HDF1,4-16 eko 16.81 `3b�r:.+.1 ii,�.,k. .r!]{8^i.%i i''•}ti0:fiir'-.,:"�. .,kAyc.t,� .} , ry Name library type J Waii Foundation Is Operable mOverhang Overhang Ft 7o Overhang Ft To _Orientation Surface Area Assignment Wall Depth Top Bottom Assignment Unnamed Glazing U:0.30, exterior:galls 2 Yes 0 0 8 .-Vest 83.0 ft= SHGC:0.28 Unnamed Glazing 0:0.30, exteriorwalls 1 Yes 2 0 8 t'-Jest 60.0 ft= SHGC:0.28 Unnamed Glazing U:0.30, exterior walls 1 Yes 0 0 0 bVest 14.0 f:= SHGC:0.26 Unnamed Glazing U:0.30, extericr v.alls 2 Yes, 0 0 8 East a2.0 ft= SHGC:0.26 Unnamed Glazing 0:0.30, exterior vralls 1 Yes' 0 0 0 East 86.0 P= SHGC:0.28 Unnamed Glazing U:0,30, exteriortvalis 2 Yes 0 0 0 North 12.0 R= SHGC:0.28 Unnamed Glazing 0:0.30, exterior walls 1 Yes 0 0 0 North 310 t:' SHGC:0.28 Unnamed Glazing 0:0.30. exterior wails 2 Yes, 0 0 0 South 36.0 Y= SHGC:0.26' Unnamed Glazing U:0.30. exterior walls 1 Yes 0 0 63 South 15.0 ft= SHGC:0.28 q"'. 4:�iMET S�y ._a - Name Shgc 1.1-factor U:0 30,SHGC:O 28 - 0.28 0.300 3 Building Summary ENfR Y) Property Organization Inspection Status iu7t;G C1£T�ICc 4365 OaklawnAve Energy Rating Service Inc Results are projected J Southold,NY 11971 Matt Wanl Model:custom home 651-566-8439 Community:nia Builder 81238-1-4365OA1:LA1NN-tAJVd Roberts Premier Development 4365 OaklawnAve,Southold ;�y.�f,_ None Present ,�'..�__...._.__,._.._x..._�...._._._...___. __._...._ __- None Present. :'ygt«z '-T,�,'t y',ry,XS•s,k;'". �,. t'."`-m.. n<,,,,,-.._-,. __ ..,..._a._. >_..- _ .,..--._.... ,--. _ - - .-__.._....,..._ ...._.....,__. -,-,-.P.._ - - . :-•_-•- [ .& fac4 �ry d^ �b:r"j•:� :a m Wit£ ; . qg�uo Li;QOf�'; r: -.tea' , ® x Name µLibrary lype Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance Unnamed Opaque Door 1-318 Wd solid exterior walls 2 0.9 0.75 Medium 21.0 tt- :xposed Exterior core Unnamed Opaque Door 1-318 Wd solid stawv ell walls' 0.9 0.75 Medium 19.0 it' Insulated -Copy core Unconditioned Basement Unnamed Opaque Door R5 steel insul garage common 0.9 0.75 Medium 21.0 Y= Unconditioned, -Copy-Copy malls attached garage f i '«`�' `^'^5^ ';7^. :.j.6� .. •..P....,�,r _"..':bs,'«.�Sr yy�,Y.,R:' 4pagae'Dc�on�,�ibrar hmeY$=' � �.µ,ms.• •�Effective U-facto 1-316 V:'d solid core 0.588 R5 steel insul 0.250 bSq� ry .r Y'�,w4a.X,n'.i¢a' ivt2`ttes,z,/'.v ;,'tr; •t:'-$`v �:t� `»••-�.,V,..fr........-p*Fu,.....�.. ._ _ -:�._.......-,-_.-''- _ ...__. .._--.-,....-'•n_- __k.:..�.._.....__._«,._�.__,,.. 'f}r„„Cc�v`�' ���®� 6�!!3'Y '1;. p �� _ Name L[brary Typ Attic Exterior Area[ft'] Clay or Concrete Roof � Surface or Surface Area Location Tiles Roof Ralfers R33.LDP1,8-16s eko 1,350 No Medium 1,360.0 ft-” Vaulted Roo" 4 Building Summary EAfF n Property Organization Inspection Status 'LaRP6' C�cdid c 4365 Oaklawn Ave Energy Rating Service Inc Results are pra;ected J Southold.NY 11971 Matt Wahl Model:custom home 631-566-8439 Community.nla Builder 81238-1-43650AKLAWN-I0AV Rot;erts Premier Development 4365 Oaklawn:ie,Southold ;$ Qt}f,�'C2St6'$at$ 11b Li$J;ra $::$S _ Name _ uv- Has Radiant Barrier y y 4tl � -~ – Effective R-value R38,LDF1,8-16s eko No 35.054 W$ ol'ef Ho"us¢e'::fn`f ittation i Infiltration Measurement Type Shelter Class 3 ACH at 50 Pa— 61ov,,er-door tested– 4 7777 Ventilation Type Ventilation Rate[ft—Operational hours _ Fan Watts Runs once every Energy Recovery' Model Number _ Manufacturer I Minute) per day three hours Percent Exhaust Only 65 CFI,1 14 22.75 Wars(Default) Yes 0 Exhaust Onlv 65 CFM 14 22.75 Watts(Default) Yes 0 °%Interior Fluorescent �%Interior LED Lighting wm~%°Exterior Fluorescent %Exterior LEO Lighting V`I°Garage Fluorescent p `/°Garage LED Lighting Lighting Lighting Lighting 0 100 _— --0 -- 100 _ 0 100 �Ons��e�Gesteratoon. w _ . '4 None Present f Ons$ter�Ge�i'ar-a��ort L$brary.List:;...' . - . , • . . - None Present 5 (FgedEd CorfaTE m recpred) p�q1 � Ei L�gSiNl � l BYfQ \TYS e drg TenWn—u-RrKU 4th1.1 ar40Z1.3 cremernf Wa taaid9-M i 8401.3 FbstapmTwsnoaficeteIistrgftMcfd'derdGs Gatifcaemcpredfcrco irled inthe home R4M412 6xdgpear1 mmnunle rate PISS R4M41/TdJe4 !v air sedirg a-i ir�dicn req iremis in Tilde ChGcW refired far OD R$24.1.1F� 4.1.1 4 I FU-44 Fbjm cartarirgfWbn ing a#liam; PINSS R4MS 5 Nhounfaiaterm UffWa,and (Ucr)R%SS j I (S-M Fs 8403.1.2 FDA RnpoaYrds I Rl� I R4M2 D � a.3cdo�ta-ed tobeirsJatedtoarrinmm F6� j R4ma2 D-d se lirgcn al d,&, PASS` RM33 Dd tGsur-gfcr d cts in ba-ed spam PAS3 I i esdxts. F, X03.3.5 13a drg c��ttes rx7t t.�ci i RM51 Fbaedvaadra.d2icna-dterrpe�2L enEirte-emsyste7s � FESS 8403x3 FHvaGropeirs laedtoR3 RISS I RM6 N4Ddmc;A vatii.-cm rrempg ft recpra uts cf the IF-Cc RkSSS` INC Qtdoorair a-d e sidled RO.7 PM\Umd J a-d Scadded fcr al ha tirg a-d acdirg ArXAfans recg.ired fcr parrit F4.8 9y5tars savirx�rnitioa dAdli Lrits to n W ft n»daid Fk recgiwa EMc IECCmTmdcocb RcM9 &wrrdtarxiiossysteimatrdsirsdledV4ueaiJiG�de PASS, R4M 10 Fbds a-d pampat spaocr rn mea PASS" rEg1rar+erts fcr heAes,time dodgy and aas F�M11 Ftit;JJ9,c mn ftreWramtscfP,Pg:k-14. FAS'` F .1H C2011'ss irbtalai in 90°lacf parnmally iniad FESS Bctrcoe RA7ER-\9rsicn4Q1.277 I�rYdc �sSom78 Rt�tseccimz � rq � i a F ans d la�i rty rirn n t emam AIM� Building Summary ENR MY, Property Organization Inspection Status -C!Vlce 4365 Oaklay.,n Ave Energy Rating Service Inc Results are Projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 community.wa Builder R1238-1-43650AKLAWN-MAV Roterts Premier Development 4365 Oaklay.,n Ave,Southold FuelMoMent-—6' ACC;E'q �Ty p 14'5 5PER�., Equipment Type Air Conditioner FuelType E—IeCtric Distribution Type Forced Air Motor Type ECM(Variable Speed) Cooling Efficiency 14 5 SEER Cooling Capacity[kBtulh] 18 All, uip &Eq­ 24K,14.5--SEER Equipment Type Air Conditioner Fuel Type --Electric Distribution Type Forced Air Motor Type PSC(-Single Speed) Cooling Efficiency 14.5 SEER Cooling Capacity[kBtu/h] 24 _77_7777=7— . P quipmen. .1ypei7, —40k, I t'T ,..rop',FUrn;, a Equipment Type Furnace Fuel Type Propane Distribution Type Forced Air Motor Type PSC(Single Speed) Heating Efficiency 95AFUE Heating Capacity[kBtu;h] 40 Use default EAE Yes EAE[kWh] 561 7=7-7T77-,-7-7- Equipment Type Residential Water Heater Fuel Type Propane Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.63 UEF Tank Capacity(gal.) 48 Hot Water Capacity[kBtu/h] 38 Recovery Efficiency 0.80 7 wilding Summary Property Organization Inspection Status eivic.e 4365 Oaklam Ave Energy Rating Service Inc Resul-s are projected J Southold,NY 11971 10att WanI Model:custom home 631-566-8439 community:nta Builder 81238-143650AKLAWN-I'UN Roberts Premier Development 4365 Oaklavm Ave,Southold Distribution Type Forced Air Heating Equipment Heating 2nd Floor Cooling Equipment Cooling 2nd Floor Sq. Feet Served 1,124 Return Grilles i Supply Duct R Value 8 Return Duct R Value 8 Supply Duct Area[ft2] 303.48 Return Duct Area[ftz) 56.2 Leakage to Outdoors 25 CFM @ 25 Pa(2.22 1 100 W) Total Leakage 25 CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct 1 Duct Location Conditioned Space Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 3 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 8 WvYak EOOC 2020 LA0xqJ im cc i,rcpeny Lnpufflal IrIGPEXMcnuEiLs L=u?AaAnAe uncWtairgwvminc r3uisaeppeaec cc=ck IVY'1-1w-I ivm v En ivoia:ascrnn3m u3nnnty.rya WICK KIZIIXYI-I�SLPJI"Vvvv MOWS Mwer 4-=UNNnAP,WXUO D&kdqmut Ihs;repat is based on a pqxjsed dmW and does not catnyMdeffaunvt d cbegi dffrwt& Biking LA Elements IEC(Reference Aes e d Abocelii2s 354 sDv radWalls 1M 1825 WindovaoorancSkylights 1443 145 SlalFloor 0.0 0.0 FramOoors 556 472 FoundatWalls 0.0 0.0 RinJoists 7.0 5.8 OverdRApesignusheecluaddowor 4213 4196 X1.5 Tctd LAJtffre�&omoiampasses4,040% 423.2 Aea_T-S-GC 025[v1+x-EHM 040 R42412 Ar LejqpTestm Ar sad�isMOACHAMRi ItntEtrxIan3Ed300A)IatTRa a)awe R425 AcEa-,v,,epedaB-,;gefert�raionLFdcr W.1 LrdtrpEcpMiffIEMda-q Rome fvbjuicd%+ rtlatcn MwI &F-de�B&co'--mEt be nA erxf W.6 I�bd-atj%&&tcn�e R-M34 CLU LaEk� PNM53 f tmaEropeksU4cn Design ameeds,re*mmE&far NwYak EWC 2M ftsai;f%e asTO L--,fm bi W16 Name Ntftv\th Signature Organization EnaWRtirpSoMoalm, Digitaftned 82Y22 A 225 FM BcUq-eR�IER-Vq--dcn4Q1.297 irdmd- qs Env*wr, %,YakE00C2MPgUgMpjZti W�Ifflw-d* p UTe ans HdjItyf dbarr�cntdncnvisqpt 'Building Summary ENPPropeM Organization Inspection Status Kel-91ce 4365 Oaklavm Ave Energy Rating Service Inc Results are projected Southold,NY 11971 1,1att Wahl Model:custom home 631-566-5439 Community:nia Builder R1238-1-43650AKILAWN-MAN Roberts Premier Development 4365 Oaklav,,nAve,Southold i.-',Mte�4 iMrMition S Water Fixture Type Standard Use Default Hot Water Pipe Length Hot Water Pipe Length[ft] 47 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Recirculation System Pipe Loop Length Ift] 30 Drain Water Heat Recovery? No Cef 3.84 Fuel Type Electric Field Utilization Moisture Sensing Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type Custom Label Energy Rating 400 kVVhfYear Annual Gas Cost S27.00 Electric Rate SO.1 2,1kWh Gas Rate S1.09iTherm Capacity 3 Imef 1 Defaults Type HERS Reference Load Type Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes\AjasherAvailabte Yes Dishwasher Efficiency 269 kWh Dishwasher Size --Sfaiidard Annual Gas Cost S33-00 Electric Rate S0.13/kWh Gas Rate S1.051Therm Is Outside Conditioned Space No 10 'Building Summary M1��� 2 property Organization Inspection Status _ 4365 OaklavmAve Energy Rating Service Inc Results are projected J Southold,NY 11571 Platt Wahl tAodel:custom home 631-565-8439 Community:nla Builder R1238-1-43650AKt_AIAIN-IAAN Roberts Premier Development 4365 Oaklat^:nAve,Southold Thermostat Cooling Setpoint ""75-0 '75-0 Thermostat Heating Setpoint Range/Oven Fuel Propane Convection Oven? Yes Induction Range? No Range?Oven Outside Conditioned Space? No Refrigerator Consumption 693 kWh.,Year Refrigerator Outside Conditioned Space? No ..-. -.rte:._.�. .,,....-__•,-_.....,_-.:._M-_..y_.,.-..._.�....... ...,-,.. ...... ....e...,.,.,.._..,-..>.,......-..........»............ ._.. __...,-_-_-• MJVV 08/26/2022 4365 OAKLAWN AVE HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX,2020 NY ECCC -PROPANE, ELECTRIC -5:12.7:12 PITCH 4 BEDROOMS -2 STORY -FRONT FACES WEST -MECH ROOM HOUSES BOILER; 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 75 CF10 X24HRS -SOLAR PV. N/A 11 RESNET HOME ENERGIE RATING Standard Disclosure For home(s) located at: 4365 Oaklawn Ave, Southold, NY Check the applicable disclosure(s): 1. The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating, the Rater or the Rater's employer has also provided the following consulting services for this home: '`4A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel LIE. Other(specify) g-3. The Rater or the Rater's employer is: []A. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home .C. An employee, contractor, or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Rater's employer is a supplier or installer of products, which may include: Products Installed in this home by OR is in the business of HVAC systems Rater Employer ORater nEmployer Thermal insulation systems WRater FEmpioyer Rater ' Employer Air sealing of envelope or duct systems gRater Employer Rater 'Employer Energy efficient appliances Rater Employer El Rater Employer Construction (builder, developer, construction contractor, etc) LIRater LlEmployer Rater Employer Other(specify): f mwahl T V _ 1 DRater DEmployer DRaterEmpioyer D5. 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: /x"40 Organization: Energy Rating Service Inc Digitally signed: 8/26/22 at 2:25 PM 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 uiider Affidavit ENFafFKer,rG Property Organization Inspection Status r�> �;ce 4365 Oakiawn Ave Energy Rating Service Inc Results are projected Southold, NY 11971 Matt Wahl Model: custom home 631-566-8439 Community: n/a Builder R1238-1-4365OAKLAWN-MJW Roberts Premier 4365 Oaklawn Ave, 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. HERSO Index Score:57 Builder Name: Roberts Premier Development Builder Signature: Name: Matt Wahl Signature: A4W Organization: Energy Rating Service Inc Digitally signed: 8/26/22 at 2:25 PM Ekotrope RATER-version 4.0.1.2977 All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report ;er Wit *. a+c { I a k {r� ��,�J 1`f F{ `.� �._ .._. � * t _� i ----h'-�-"' 1 T' D r,�. -v S o � �, v: � �'� 4 �.., _ '+ � c' 1' N �'�. G.? E II .� . i �f� �' nnnuaI cauulettts: stating LOmpany: Electric(kWh): 6,7655 Energy Rating Service inc Propane(Gallons): 752.6 Rating Provider. Building Efficiency Resources CO2(Tons): 7 6 Rating Provider Address: PO Box 1769 Brevard,NC Approx.Energy Cost: $3,244 28712 Home Feature Summary: Single family detached,4 bedrooms,2,282 ft2 110 la Heating:96.6AFU t�nc�c F "On11 la cooling:143 1 „o Hot Water:0. EF µ�fnence hpp Air Leakage: ' Nonf p 1394 7 CFM (2.49 ACH50) p Ventilation 22.75 65 CFM.65 CF uhf (Default).22.75`hl ZN, n,n,,••• Exhaust On1yExF gust Only TOC Duct LTO: Cl) CF M @25Pa(2.16/100� O G' Walls:RT C Above Grade rr, Nf RAS Ceiling:Vaulted Roo 4W 0.28 O�t ua Window'U:0-3•SHGC foundation<yalls "i""' bel NewYorIc 202 A� 52 HER Pj Ino R V�� FI-21 'Above + g0^ GN50) FP"r1yAFl— 7 CfRg2Rf`n`z5?s ly 16r i00 SIf In0iHo 25 4FM 6 O L' 9 to C ft') 029 _..c . i - Home Energy Rating Certificate: Ratingbate:2023-03-11' ENi,R6Y 2 FIi18I:lZE'pOt1 Re gistrylD:965800903 _t /yP ti ,_t i Ekotrope IDc j2rdy5gL y Index )'our home's HERS score is a relative 4365 Oaklawn Ave performance score.The lo-wer the number, 3 52 the more energy efficient the home.Tc $ 512 Builder: Southold — learn more,visit www.hersindex.com 'Relative to an average us.home Roberts Premier Development Your Hoine's Estimated'Energy.Use: This,home meets or exceeds`the use•(Matu) Ahnu_al dost. criteria of the following: Heating 53:7 $1,916, 2016 New YorkECCC Hooting, 2.5 $70 2020 New York ECCC Hot Water 13.6 Sggi LightslAppllances 21 g 2018 International Energy ConservationCode 5643 Service Charges, $164 2015 International:Energy Conservation Code Generation(e.g.Solar) 0;0 $6 2012 Intemationai Eriergy'Conservation Code Total: y�•- 2009 International Energy Conservation Code $3,294 20084nterna#ional Energy Conservation Code • Home Feature Summary: Rating'Completed by s�: wnra,n, HomeType:, 51ngle'family deiached 'uor Model: custom home EndrgyRatet.MattWaht Community: nfa RESNETID;2572845 ConditionedFloorArea:., ft 2,282 ' M, Rating,Coinpany EnergyRating5erviceInc Number of Bedrooms •4 u? 35 Tellar Dr is(ipTerrace,NY 11752 &eference Primary-Heating System: Furnace•Propane 96AAFUE Hcmr 10a 631-566=8439 - •m Primary CaolingSystem: A1rCondWuner.Electrlc,-li3$EER •PrlmaryWater.Heating: Residential Water Heater;propane:0.72.UEF Ratingpravidee Bailding"EMcfencyFzeso urces m FiouseTightness: 1384,7_CfM50'(2.49 ACH50) PO Boz 1769.reVArd,ryC 28712 iO 65 CFM,B5 CF,M:22.74 Wads(Defauhj,22.75 watts $00-3g4-9620 :�•.. Ventllatlon; Exha ;✓� s •0 n+baam Duct Leakage to Outside: 25 CFM Ca 25PaustOnlyEdr_austOnly (116/1011ft� 1D Above Grade Walls: R-21 � "�•.•�'.^�:;';� r? 3' ro Celling: Vaulted Roof,R-38 %:_ ti°EA t a Window Type: U-malue:03,SHGC:a28 .�� L*4: Fotindafton LYbBs: N/A. Matt VahI,Qer[If(ed Energy Rater Framed Floor: R30 Digitally signed:3131/23 at 11:1.2 ANI - i ekotrope r 1 Energy savings calculated without modifications to the energy model.(As Modeled) Me hiergy Rating Di�clu�ure fur thi5 hot'le i5 dvailablf�fruin lliv Approvvcl R,)tirig Provider. IL, APR 1 12023 U- 1 bt,'ILUING DEPT 00l1AIW 0 17-,01mwlni n FIELD INSPEC'T'ION REPORT DATE COMMENTS b FOUNDATION (1ST) ------------------------------------ C FOUNDATION (2ND) �.2 r { OK- Gt1n /ti1K t b 3 cn WV n .` ROUGH FRAMING& 1/Yr� �/ Q PLUMBING 1•A! V -� a y !l ilei V r INSULATION PER N.Y. "3 STATE ENERGY CODE r 10 3 3l 2 a'UrW�Op,� T fin ef 4 C - C P ✓ xv- r FINAL C44. ADDITIONAL COMMENTS Q 96,5-00D o I 1 ^z gee 061 sotd-,e r UK- /1713 C Id El 11111-3 b o o z � x x d b S � o�ogOfFOLK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 htWs://www.southoldtownny.tzov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® (� 15 II lAj( PERMIT N0. �`c Building Inspector: i/ JUN 2 ! 2022 Applications and forms must be filled out in their entirety.Incomplete BUILDING titer'i. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: 3 OWNER(S)OF PRO ERN: Name: ROBERTS PREMIER DEVELOPMENT LLC SCTM#1000-07000-1000-01100 Project Address:4365 OAKLAWN RD, SOUTHOLD 11971 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 Emai I:DAVID@DJCUSTOMHOMES.COM DESIGN PROFESSIONAL INFORMATION: Name:KERI KAZEL ARCHITECTURE MailingAddress:2 WINDMERE COURT, SPEONK 11972 Phone#:631-874-2925 Email:KERIKAZEL@KAZELARCHITECTS.COM CONTRACTOR INFORMATION: Name: DJ CUSTOM HOMES, CORP Mailing Address: 3 SANDIE LANE MANORVILLE, NY 11949 Phone#:631-905-4789 Email:DAVID DJCUSTOMHOMES.COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property:EXISITNG DWELLING Intended use of property:DWELLI NG Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes MNo IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name :D V ID ROBERTS ❑Authorized Agent BOwner Signature of Applicant: / Date: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) DAVID ROBERTS being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the OWNER (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 7b fore me this t ' n day of 'JV� 20_J0 Notary Public LAUREN PARENTE PROPERTY OWNER AUTHORIZATION Notary Public-State of New York NO.OIPA6262470 (Where the applicant is not the owner) Qualified in Suffolk County My Commission Expires May 29, 2024 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 ,�®•��S%lf FO s BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 • Southold, New York 11971-0959 y�® Telephone (631) 765-1802 - FAX (631) 765-9502 ��1 ' �" ro errCcr-southoldtownny.gov - seandCD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: OD9-q-, ts Electrician's Name: 3v-5CO4 N(CmZ,5.1 License No.: q8-(c)Z- L Elec. email: Elec. Phone No: aS(--1t-/6-600 EN"request an email copy of Certificate of Compliance Elec. Address.: I I`I ,a-�(C I G, r7-7Z JOB SITE INFORMATION (All Information Required) Name: f�ogc-1z-T Pyr-arc vewfEnCU Address: y��S ,_f ,¢ale Sot-tT�lo Cross Street: Phone No.: Bldg.Permit #: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: . ZSG Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO -]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size R1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: r PAYMENT DUE WITH APPLICATION C�`dse � S� -vim i�,►_ ---- ------------ ---- - ---- --- -- ------------------------------ - - __� _ ���- Ill - - -- -- ---__-------- -- ------ -- --------- -- a w �.E1 li-� ► -- --- --- - �-CAS ��?"V-Z- - --- - ------------- - -------- - ---- - Town Hall Annexe ¢� Telephone(631)765-1802 54375 Main Road r- � Fax(631)765-9502 P.O.Box 1179 , Southold,NY 11971-0959 BUILDING DEPARTMENT NOTICE_OF UTILIZATION OF TRUSS TYPE 1CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION - Date: d23 Z Owner: M IQle-- r Location of Property: L � 6 S 6.QNK., O D_ 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): Capacity(check applicable line): _ Owner Owner representative TrussReg15.docx Effective 1/1/2015 8/30/22,6:48 AM (17,711 unread)-david@djcustomhomes.com-Yahoo Mail Find messages, documents, photos or peo Advanced v Compose F Back * 4% ♦ Y Archive ,h, Move m Delete Q Spam 30 IInbox 999+ Project SCDHS Ref#: R-22-1594 has Yahoo/Inbox been received. Unread 4 , . Starred1. , noreplyehims@suffolkcountySat,Aug 27 at 9:41 AM : . Drafts 417 To: glynis@studioabarchitects.com Sent , glynis@studioabarchitects.com Archive david@djcustomhomes.com Spam Trash The Department has received your electronic submission of Less application R-22-1594.The application will be reviewed for acceptance. Views Hide You may access your application online to review the t Photos processing status. �Jop Documents Thank you. Subscriptions Office of Wastewater Management Travel CONFIDENTIALITY NOTICE: This electronic mail transmission is intended only for the use of the individual Folders Hide or entity to which it is addressed and may contain confidential information belonging to the sender which is New Folder protected by the attorney-client privilege. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. 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Poema.,�, Roberts Premier UA OWTS Details Development LLC 22243 a2B2m Pw>nTwM�.. by ce ,aooamm,D.BDDI,.BBB —b, Nn .Eeso 'Am1EMmrslm C.02 As trbuateC pos.�d'PriPROPERTY N SURVEY OF P A T SO UTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-70-10-11 SCALE- 1'--20 JUNE 22, 2022 >>8. AUGUST 19, 2022 (PROPOSED) To w Q ELISE MARIE GARY QUISUIST T U (USES PUBLIC WATER) m CLXEL. EL S83.4'8'00"E FE COR a 18.8 w 18.9 CMF 0.7' S Lij Z) �O x CLFx x x 118.97= FE,COR 0 N M x X 0.3' w p IN o TEST HOLE L. PROPOSED OD (Ll z E8.5' 2ND STORY Pool �� c v ADDITION y`� _0 ren z ELEC. FlLTER ^ METER 90 I O C y y\ F- WATER ` 0.6' O POOL N W METER, 7 W Z _Z l CC ELS ONw o 45,7 I n�n n -I ~ NEW 6'X4'WOOD oA4'p�� J N W �Hw h2\ STOOP 6.3' y I � �� uniTY Z a ^ �0 �o . 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FROM ANY cin Q WINDOW OR DOOR (USES PUBLIC WA's) '' 3 w ' w 7EST HOLE DATA McDONALD GEOSCIENCE O 8/16/22 EL.1&5' DARK BROWN LOAM OL � 1cV BROWN SILTY SAND SM 3' PALE BROWN FINE SAND SP ^_ EL 1.2' 17.3, WATER IN PALE BROWN FINE SAND SP p' 19• vj. �Nti Y. WATER ENCOUNTERED !' ��O l,METtQj 17.3' BELOW SURFACE KEY CERTIFIED TO c . = TEST HOLE ROBERTS PREMIER DEVELOPMENT LLCM ' • = PIPE 3 SANDIE LANE, MANORVILLE, NY -11949 ■ = MONUMENT CQ, = U77LITY POLE ELEVATIONS PER NAVD '88 SEPTIC SYSTEM DESIGNED N.YS. LIC. NO. 49618 BY GLYNIS BERRY 5—lz,-'�AYS, LIC. NO. 051132-01 ANY ALTERA77ON OR ADDI71ON TO THIS SURVEY IS A VIOLA77ON OF LICENSED ARCHITECT pECONIC SURVEYORS, P.C. SEC77ON 7209 OF 7HE NEW YORK STA7E EDUCA77ON LAW. EXCEPT ( ) ( )631 765-5020 FAX 631 765-1797 AS PER SECTION 7209-SUBDIVISION 2. ALL CER77RCA77ONS HEREON AREA 13,907 SF ARE V/AUD FOR 7HIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP P.O. BOX 909 OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 TRAVELER STREET SIGNATURE APPEARS HEREON. SOUMOLD, N.Y 11971 22-013 WELL (0 2 SANITARY SYSTEM DESIGN: 3 77B x/T GROUND ELEVATION RESIDENTIAL 0 OAF #OF BEDROOMS: 4 CC I _OL_ 1'_ DARK BROWN LOAM ADVANCED TREATMENT UNIT: FUJI CEN 5 i SM BROWN SILTY SAND c UAOWTS CAPACITY REQUIRED: 440 GAL PER DAY,AS PER TABLE 3,SCDHS 3' - RESIDENTIAL STANDARDS - UAOWTS CAPACITY DESIGNED: 500 GAL PER DAY W EL 8.9 aIMA°'Ea sr j I Q S83-48'00 FE CO USES PUBLZjWATER I EL 2' LEACHING SYSTEM: "E 0 7,1R i t.". REQUIRED AND PROVIDED: (1)8'DIA,12'DEEP LEACHING POOL ro - e i� 3' Sp PALE BROWN FINE SAND i•k 0- N I CLF i I - FE COR r 20's W W D.3'W TEST DW o HOLE PROPOSED N ' ___ 17.3' GENERAL CONDITIONS: 'Z I 2ND STORY o -' SP WATER IN PALE BROWN FINE SAND Z ADDITION ELEc IPOOLETER CO 18' 1.INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH = W METER FILTER SERVICES'REGULATIONS,STANDARDS,AND REQUIREMENTS,AND SHALL BE F- WATER 01. ' .1 p STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. 1- METER t G I POOL WL WL b w 45 7 TEST HOLE BY MCDONAL GEOSERVICES 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO X 4 j OH 4 I DATE 8/16/2022 CHAPTER 563 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J 2 h � NEW exa• � a (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE Z OHw k� GS srp�pp �, NOF HIGHEST EXPECTED GROUNDWATER SUFFOLK COUNTY DEPARTMENT OF LABOR,LICENSING AND CONSUMER AFFAIRS, W a k y. 1 DINKAAN7ICEV ELEVATION PE BASED O U DW PURSUANT TO SUFFOLK COUNTY CODE§563-79(tl)(J).THE DEPARTMENT OF LABOR, 3 7ILITY ONw W w i'-4 32.2 O'9 'v IRREVDCAgLEr LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE O LE �__ H �- 1 STORYrF `11�,I USES PUBLIC WATER T GROUNDWATER CONDITIONS ON LI. HOLDERS. < i k4 wooD HOUSEFR. - �`\ ( Sroo F E , wool) 1 ( APPROX AREA OF EXISTING CONC 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. U (REMOVE) TEST HOLE DATA J RETE 0 ' DECK 1 / SANITARY TO BE AEANDONED AS WALKWAY `� i 4.ALL INSTALLED 11A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND Z (REMOVE) 4fFT PER SCDHS STANDARDS MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE N.T.S. FF PROVIDER. ,PRON r I Z POWER SUPPLY CONNECTED TO DEDICATED 5.SERVICE PROVIDERS MUST REPORT ALL 0&M ACTIVITIES TO SCDHS(SUFFOLK �y CONCRE O PnrORia 115 VOLT AC,SINGLE-PHASE,20 AMP CIRCUIT DRNEWAy 1 STY-FR. _ N o BREAKER ON HOUSE MAIN; COUNTY DEPARTMENT OF HEALTH SERVICES). ) .�_ _ d, GARAGE � �"- - - N CONTROL PANEL 6.COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE VA OWTS ARE INSTALLED EL.18.7' PR POSE 9s-�F�- s BLOWER IN COVER DN PAD REQUIRING;SYSTEM REPLACEMENT IN EVENT OF FAILURE;O&M REQUIREMENT; W -_ &2ND ST Ry qq R "/''q I V ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED;OTHER O --- DITION �--- FUJI CEN 5 REQUIREMENTS THAT SCDHS DEEMS NECESSARY. CVj J (2)6'DEEP,8'DIA LEACHING POOLS y 4Z 9.8' 7.PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: o O I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN04 Z t" 'rn O 2g�`r a AREA FOR FUTURE 50%EXPANSION OF NINETEEN(19)MG/L OR LESS. W c DW7 2' OF LEACHING POOLS SEPTIC/TREATMENT CONSTRUCTION CRITERIA: EL 16.9 \ 6 MIN N PNYLUS MN/OAF I SEPTIC/TREATMENTNON-CONCRETE PIPE FNO- I w USES '"11 PAULWATER S I ALL NON-CONCRETE TANK WALLS,FLOORS,ROOF AND ACCESS COVERS SHALL Ni3°4 _ _ i r 2 MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED RESIST AN APPLIED FORCE RI 300 POUNDS PER SQUARE FOOT(PAF). 8'DO"t/l/ FE COR ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP II. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO 0.3'1 - _ THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS CLF `--• EL 17.9 "AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI 4"(2"MIN.)DIA.HDPE 128,2g' FE COR PIPEL 1 Z1000-2007 AND ANY UPDATES THERETO. VENT W/CARBON FILTER O.p� 111. EACH SEPTIC TANK&VA OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER VE MIN.ABOVE GRADE, ROBIN/D/F 0.5'CN AND DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE 'j 36"MIN.FROM ANY USEgpUg� AWT iER INLET END OF THE TANK: 1 W W 1. MANUFACTURER NAME OR LOGO i w WINDOW OR DOOR 2. CAPACITY AND NUMBER OF OPENINGS ¢ 1 >rLr- SEWER PIPE > 3. MAXIMUM DESIGN LOAD I DOUBLE SIDED 4. THE DATE MANUFACTURED. w SITE PLAN BASED T SURVEY OF I HOUSE:LOT COVERAGE: 1,648 SF IV ALL CAST-IRON AND HDPE COVERS SHALL BESET AT FINISHED GRADE,BE < PROPERTY AT SOUTHOLD X 2"/127=275 CF DEG.ELBOWS WYE LOCKING, TOWN OF SOUTHOLD WITH VDIA=42.24 CFM (3.67 X 3.67 X3.14) LASCO D448-040 TAMPER-RESISTANT,WATERTIGHT,INSECT-PROOF,FLAT,SKID-PROOF,AND BE p SUFFOLK COUNTY,NY 274.67/42.24=6.51 O=REQUIRED 30 DEG ELBOW 60 DEG WYEAPPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF I SCTM 1000-70-10-11 PROVIDED:(2)4'DEEP DW OR EQ. WITHSTANDING A TRUCK WHEEL LOAD(36 S IN.OF 2500 LB FOR 60 MIN WITH A BY DONALD J.METZGER,LIC 061132-01 MAX.VERTICAL DEFLECTION OF 1.5 REIN. I� PECONIC SURVEYORS,P.C. 49618 V. HDPE COVERS AND RISERS ARE REQUIRED TO 8E USED ON NON-CONCRETE '° PO BOX 909 SEPTIC TANKS.THEY SHALL BE SET AT FINISHED GRADE,BE LOCKING,WATERTIGHT, 1230 TRAVELER STREET ALTERNATE A:FOR BENDS ALTERNATE B1:FOR USE WITH ALTERNATE B2:FOR USE WITH INSECT-PROOF,AND BE APPROVED FOR SEWERAGE USE. SOUTHOLD,NY 11971 BLDG.EXTENSION/CONNECTION BLDG.EXTENSION/CONNECTION VI. IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR T 631 765 5020 W/DOUBLE SIDED SWEEP DEVICE SHALL BE PROVIDED. /yCLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC 1 T T� 2.SEPTIC TANK& S SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND CERTIFIED TO ROBERTS PREMIER DEVELOPMENT LLC DATED JUNE 22,2022 AND DURABLE MATERIALS RIALIAL S THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR UPDATED AUGUST 19,2022(PROPOSED) n CLEANOUT DETAILS DECAY. Ifj> A. ALL SEPTIC TANK&UA OWTS MUST BE CERTIFIED AS WATERTIGHT BY I N.T.S. MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING AREA 13,907 SF METHODS. �1J ELEVATIONS PER NAVD'88 I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG),FOR 2 MINUTES WITH A 0 10 20 40 LOSS OF 10%OR LESS. r_ SITE IS-611 TO GOOSE CREEK I/4� II. WATER TESTING:SEAL TANK;FILL TANK WITH WATER TO OUTLET INVERT ELEVATION FOR 24 HOURS.REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD I/A OWTS LAYOUT AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A WATERTIGHT, SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP. 3.THERE SHALL BEA MINIMUM ONE-FOOT AIRSPACE MEASURED FROM THE OUTLET SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES INVERT TO THE BOTTOM OF THE TANK COVER. 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY VENT TERMINATION PERMIT FOR APPROVAL OF CONSTRUCTION FOR A AN ACCESS COVER WITH AN5 INSIDE DIMENSION OF AT LEAST E INCHES IN DIAMETER, VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES SINGLE FAMILY RESIDENCE O6U LY AND IN COMPLIANCE WITH 5-111 AND FOLLOWING OF DIRECDHS RESIDENTIAL STANDARD 2016. ABOVE THE ROOF LINE AND THE TOP OF THE VENT ALL OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES I SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT _ 12 INCHES TO THE SLOPED PORTION OF THE ROOF. Design Professional's Certification Required. C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF r NONCORROSIVE I ISubmit P.E. or R.A. Certification For MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN I ( POWER SUPPLY CONNECTED TO "ENTRANCE INTO TANK MAY BE FATAL" DEDICATED 115 VOLT AC,SINGLE-PHASE,20 AMP The Installation and Construction of the Sewage Disposal System DATE 10/23/22 R-22-1594 I CIRCUIT BREAKER ON HOUSE PANEL g p y H. EF NO. SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS• j I 1 1 CONTROLPANEL Use Form WWM-073 APPROVED 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE I I IMPLEMENTED. 1 ' FOR MAXIMUM OF 4 BEDROOMS ' I I I 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH BLOWER IN COVER ON PAD 4"WASTE A MAXIMUM TOLERANCE IN ANY DIRECTION OF-/-ONE QUARTER INCH)ON A MINIMUM 3 1 1 4"(2"MIN.)DIA.HDPE VENT EXPIRES THREE YEARS FROM DATE OF APPROVAL ON FILTER,18 MIN.ABOVE INCH THICK(OR MANUFACTURER'S RECOMMENDATION)BED OF PROPERLY LEVELED AND I W/CARBON CLASS 2400 OR SDR 35, COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL.BACKFILL SHALL BE PLACED I I GRADE, O MIN.FROM ANY WINDOW 1/8"PER 12"SLOPE MIN. AROUND THE SEPTIC TANK&I/A OWTS IN SUCH A MANNER AS TO AVOID DAMAGE AND I OR DOOR COMPACTED IN 6-INCH LIFTS.BACKFILL SHALL BE FREE OF LARGE STONES,STUMPS, 1 1 AND CONSTRUCTION DEBRIS. HOUSE DISTRIBUTION BOX' 1 1 3.THE TOP OF THE SEPTIC TANK&V4WASTE POLYLOK 20"W/12"RISER(24"MAX) A OWTS SHALL NOT BE LOCATED GREATER THAN I I TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE.FOR SEPTIC TANK 1 I OAST IRON WITHIN 2'FROM W/SECONDARY SAFETY DEVICE &I/A OWTS WITH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER EL.20.7'+/-1' 1 FOUNDATION WALL,CONTINUED TO I THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. I t CLASS 2400 OR SDR 35,(OR SOR40) PROJECT. No. Description Date 1 t 1/4"PER 12"SLOPE MIN. GENERAL NOTE Innovative and Alternative Onsite a� 1. BEFORE ANY EXECUTION,VERIFY ON SITE,IF APPLICABLE: Wastewater Treatment System -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. I I i EL.17.6'+ EL.17.6'+/- (I/A OWTS) Oak Ave. Ext. -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED C.O. -HOUSE ANY UNDESTE RGROUND FRAONS TRUCTND RE ELEVATIONS. i --- C studio a/b architects -ANY UNDERGROUND UTILITIES,INFRASTRUCTURES,AND/OR STRUCTURES _ -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION I•---- - =� ' S 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. CELLAR - _t - 7 r 651 West Main Street, 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD rn to I 1 I Riverhead,NY 11901 CONDITIONS EXIST. rn I I Pc-D AR FUJI CEN 5 I I LEACHING 1 j 631 591 2402 I i POOL b I 6313231426 tO glynis@studioabarchitects.com 4 REPLACE SOIL ABBREVIATIONS: I I I I I 1 WITH CLEAN SAND mailing address: 1 I ANDGRAVEL 8 AND LP LEACHING POOL PO Box 444 ✓c= ' . 0 I MAX. MAXIMUM Orient NY 11957 9�llia/ e► O � 8.0' ABO'/E EXISTING @ AT E rn o w 'v I SP CR SW SOIL B.C. BOTTOM OF CURB MIN. MINIMUM Z I N 1 LAYER(-EL.15.5') BW BOTTOM OF WALL N.T.S. NOT TO SCALE N r ¢ I I CONC. CONCRETE PROP. PROPOSED w'y o a I w fO I HIGHEST C.O. CLEANOUT REQ. REQUIRED W co m ^ 0 ui 06 DB DISTRIBUTION BOX j- y_ - E(PECTED SCDHS SUFFOLK COUNTY DEPARTMENT OF Z 2 p Z _j J p z C7 GROUNDWATER E E .or E ELECTRIC HEALTH SERVICES 0 �.. I/A OWTS Layout HIGHEST EXPECTED w F w w w FX ani E 1.2 ELEV.or EL. ELEVATION ST SEPTIC TANK GROUNDWATER EL. 1.2' z 0 w > > O > O w G GAS T.O. TOP OF Roberts Premier - - - - - - - - - - - - - - - - - - Co O w Z - - z Co z CO O w HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB Development LLC - - - - - - - - - - - - - - - - - - I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL I' Project number 22243 - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ WASTEWATER TREATMENT SYSTEM W WATER Date 8/26/222 a INV. INVERT W/ WITH EL.0'+/• LG LEACHING GALLEY grope ty Tax Map#: Drawn by GB a. 1 0 5 10 FT 1000-070.00-10.00-011.000 Checked by HA . EE/ATTACHED SPECIAL CONDITION site street address: GRADING PLAN AND/OR PLOT PLAN. n sECTION DIAGRAM N 4365 Oaklawn Ave.Extension C. 01"O� N Southold,NY 11971 v Scale As indicated SURVEY OF PROPERTY N A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-70-10-11 SCALE: 1'-20 JUNE 22, 2022 N/0/F ELISE MARIE QUIST S83'48'00E FE COR GARY QUIST " p CMF 0.7' $ x cCFx X x 118.97' to x— FE COR N .My x X 0.3' S W x w c En CIO N5 Iv . I M LEC. POOL -Pcil �1 ETER FILTER o WATER 0.6' O POOL 9-t I 0 METER 7 3 �� OF1W 45.7 00, w ONW 6 °PF� I V N/O/F 0 4C o IRR DINKA EVOCABLEANTIcEV UTILITY W w 32,2 s 1 STORY �, ��' 1'0 ON 11, POLE� TooP`-- HOUSE &' WOOD CONCRETE GARAGE WALKWAYS M FT9 4 CONCRETE < F� ASPHALT PATIO ATIO 00 f� J CONCRETEDRIVEWAY _ N I LL- Lu Lu IV Ux N/O/F PHYLLIS MARKOPOULOS o_ co Q I�, PROPOSED w Z c9 �; 2ND STORY b `u ADDITION IN I OD PIPE FND � N83-48100,,W FE COR 0.3' g CLF 128.28' FE COR PIPE FND W N/0/F 0.5' W Wz ROBIN KLOTZ Q 3 W 5 Q w J U O F- O � p KEY JUN. 2 7 9n99 C� BUILDING DEPT. Q = REBAR TOINN OF SOUTHOLD ® = WELL A = STAKE = TEST HOLE OF NEIN �v = PIPE �P�� 13-METZ�'�9 • `� ■ = MONUMENT y = WETLAND FLAG CERTIFICATION = U77LITY POLE PREMIER DEVELOPMENT LLC ROBERTS EMI Yf = HYDRANT 3 SANDIE LANE, MANORVILLE, NY 11949 � 'ks��►N� N. LIC. NO. 49618 .YS LIC. NO. 051132-01 ANY AL7ERA77ON OR ADDI7ION TO THIS SURVEY IS A WOLA77ON OF C. S SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT 13,907 SQ. FT. PECONIC 631 765-5020 FAX I/EYORS, P.6CC. l 765-1797 AS PER SEC77ON 7209-SUBDIVISION.2. ALL CER7lnCA77ONS HEREON / ARE VAUD FOR 7HIS MAP AND COPIES 7HEREOF ONLY lF SAID MAP P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 TRAVELER STREET SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y 11971 122-0131 WELL 7 CD N GROUND ELEVATION SANITARY SYSTEM DESIGN: 778'iT OL 1' DARK BROWN LOAM m \oty4 I RESIDENTIAL OOFBEDROOMS: 4 ADVANCED TREATMENT UNIT': FUJI CENS f BM 3, BROWN SO.TYSAND VAOWTS CAPACITY REQUIRED: 440 GAL PER DAY.AS PER TABLE 3,SCDHS \\ NrK RESIDENTIAL STANDARDS I Y+Rausr VAOWTS CAPACITY DESIGNED: 500 GAL PER DAY \ EL 8.9 avrrul I EL7 x S83`48'00�FEDOR LEACHING SYSTEM: ars- REQUIRED AND PROVIDED: (1)V DIA,12'DEEP LEACHING POOL j ] "-`- __ 1 SP PALE BROWN FINE SAND ELI.a' y TEST DW o J ^1 HOLEO ( •9 cc --- GENERALOONOMONS ''p' I I� 1PxL 57•p'p ,I N` SP 9' WATER IN PALE BROWN FINE SAND 1.INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH Z F' a Y• SERVICES'REGULATIONS.STANDARDS.AND REQUIREMENTS,AND SHALL BE u y! O STRICTLY W ACCORDANCE TOTHE MANUFACTURER'S INSTRUCTIONS. 3 '� ti ♦aTrA 1 _ POOL TEST HOLE BY MCDONAL GEOSERVICES CIAO-- 0 Hf! J• - 4S7 ;I DATE 6/1612022 2.THE INSTALLERMUST HOLD ACURRENT LIQUID WASTE UCENSE PURSUANTTO U' f Ax, "may CHAPTER 583 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND END ORSEMENTJ Z W SOHµ-j`•. 9 / R. "S ° HIGHEST EXPECTED GROUNDWATER (INNOVATIVE ANOALTERNATIVE TREATMENT SYSTEM INSTALLERITHROUGH THE _ _ - I "+�Y nqa i^ �U pay ELEVATION 30'BASED ON U6GS UFFOLK COUNTY DEPARTMENTOF LABOR LICENSWGANO CON UMERAFFAIRB, _ ^� -,t a ya'+'mmy 4sr GROUNDWATER CONDITIONS ON LI. PURSUANTTOSUFFOLKCOUNTY CODE§56379(11) THEDEPARTMEKTOFLABOR 3 =AnY g1;tl` W dl 321 AF va �,D_j IMsa wre1,.0 A>4B LICENSING,ANDCONSUMERAFFAIRS MAINTAINS RUST OF LICUID WASTE LICENSE O LrI'.S F- 1 �"I 2-S70RYFR. - Q HOLDERS 3 1 OUSE APPROX AREA OF EXISTING 3,ALL INSTALLED VAOWTS ARE REQUIRED TO HAVE AN INITIAL&YEAR WARRANTY. .O7 � \ SANITARY TO BE ABANDONED AS nTEST HOLE DATA 4.ALL INSTALLED VA OATS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND A..+ 6 4 ,I� PER SCDHS STANDARDS N.T.S. MAINTENANCE) BETWEEN THE PROPERTY OWNERAND SERVICE ? �w1 15, POW ER SUPPLY CONNECTED TO DEDICATED PROVIDER Amov ' < 2 115 VOLTAC.SMGLE-PHASE,20 AMP CIRCUIT S.SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK i-L CONCfm1E DRIVE', .IST,-FR \ P m F BREAKER ON HOUSE MAIN; COUNTY DEPARTMENT OF HEALTH SERVICES), C 1 GARAGE CONTROLPANEL EL.78.7' BLOWER IN COVER ON PAD B.COVENANTSYMAY STEM R PLACE1ED ON PROPERTIESFAILURE; WHERE VA MTS ARE INSTALLED --\ 1 REQUIRING;SYSTEM REPLACEMENT IN EVENT OF FAWRE;OBM REQUIREMENT, Imo_`;�,y - - `�FUJI CENS ACCESS TO DHb INSPECTIOWWAPUNG ON QUARTERLY BASIS IF NFEDED,OTHER E !, I - REQUIREMENTSTHAT SCDHS DEEMS NECESSARY. LOCATIOAN DIMENSIONS '1 o I J e, (2)6'DEEP,B'DIALEACHING POOLS 7.PERFORMANCE STANDARDS FOR VA OWTS TECHNOLOGIES: 1 30,6' 34.5' (D 1 �R J AREA FOR FUTURE 50%EXPANSION VA OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN 2 32.5' 39.0' Z 0 OF LEACHING POOLS e OFNINETEEN 09)MdLORLESS, 3 360' moo. 4 38.0' 53.0' ^ I •rot 7- ex:1 SEPTICVTREATMENT CONSTRUCTION CRITERIA 5 44.0' 48.0' EL 16.9 I III 1 Ni �sw„Nb,.o,otrro 1.SEPTICliREATME IT APS rx _ j nuc erA I ALL NDN-CONCRETE TANKWILLIS,FLOORS.ROOFANDACCESS COVERS SHALL D N83 MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED RESIST AN APPUED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF) ADAPTER AND CAP SUITABLE COVER ADAPTERAND CAP ADAPTER AND CAP I. NON-CONCRETEPREFABRICATEDSEPTIC TANKBVA OWTS SHALL CONFORM TO .�_�e THE INTERNATIONAL ASSOCIATION OF PLUMBING AND NECHANIOILOFFICAL8 RF -- EL 17.8 AMERICAN NATIONALSTANDARDFORPREFARFBCATEDSEPOCTANKS'ANSI 4'(Y MIN.)DIA.HDPE 12628' FE COR'PPaeNa 210062007MDAW UPDATESTHERETO. VENT W/CARBON FILTER yoF 0agza y III. EACH SEPTIC TANK&VACWTS SHALL BE IDENTIFIED BYTHE MANUFACTURER 16'MIN.ABOVE GRAD RaaW,uu IL AND DISPLAYTHEFOLLOWING INFORMATION PERMANENTLY MARKED AT THE 36'MIN.FROM ANY IaEs+v.XaNAm'A Ito INLETENDOF THETANK Iry WINDOW OR DOOR ¢ 1. MANUFACTURER NNEORLOGO I < SEWER PIPE 2. CAPACITY AND NUMBER OF OPENINGS 1a DOUBLE SIDED 3. MAXIMUM DESIGN LOAD SITE PLAN BASED ON SURVEY OF I HOUSE:LOT COVERAGE:1,648SF 45 DEO.ELBOWS WYE 4. THE DATE MANUFACTURED. PROPERTY AT SOUTHOLD XY/12Y=275 OF /� LASCO 0448040 IV ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE,BE I TOWN OF SOUTHOLD WITH B'DIA=4224 CFM(3.67 X 3.67 X3.14) Lam/ /a LOCKING, SUFFOLKCOUNTY,NY 274.67142.24=0.51 CF REQUIRED y/ 30 DEG ELBOW IJ 600EG WYE I OR EQ. APPROVTAMPERED SE AEUSE.COVERS AND RISERFLAT.L BECAOOF.ANDRE SCTM 1000.70.10-11 PROVIDED: 4'DEEP DIN -(7y APPROVED FOR SEWAGE USE.COVERS AND RISERS SHALL BE CAPABLE OF 1 (� J-L 17 WITHSTANDING A TRUCK\VHEEL LOAD(36 S IN.CF 2500 LB FOR Be MIN WITH A 4 BY DONALD J.MERGER,LIC 1761132.01 MAX.VERTICAL DEFLECTION OF L5IN. 1 N PECONIC SURVEYORS,P.C.49618 V. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE PO BOX 909 ALTERNATE A FOR BENDS ALTERNATE Bi:FOR USE WITH ALTERNATE B2:FOR USE WITH SEPTIC I 1230 TRAVELER STREET BLDG.EXTENSK)WCONNECTION BLDG.EXTENSION/CONNECTION TANKS.THEY SHALL BE SET AT FINISHED GRADE,SE LOCKING,WATERTIGHT, l\ SOUTHOLD,NY 11871 W/DOUBLE SIDED SWEEP INSECT•PROOF,AND BE APPROVED FOR SEWERAGE USE. T 631 765 5D20 N. IF A RISER COVER WEIGHS LESS THAN SMES A SECONDARY SAFETY LID OR CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC DEVICE SHALL BE PROVIDED. ) CERTIFIED TO ROBERTS PREMIER DEVELOPMENT LLC 2,SEPTIC TANK&VA OATS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND DATED JUNE 22,2022 CLEANOUT DETAILS AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR fll� \ UPDATEDAUGUST 19,2022(PROPOSED) 4 N.T.S. DECAY. A ALL SEPTIC TANK&VA CWTS MUST BE CERTIFIED AS WATERTIGHT BI' MANUFACTURER USING EITHERVACUUMTESTINGORWATERTESTWG ./ AREA13,907SF METHODS. 10 a � ELEVATIONS PER NAVD 88 I. VACUUM TESTING MUST PULL a OF MERCURY(HGI,FOR 2 MINUTES WMA f,,r r SITE IS-611 TO GOOSE CREEK LOSS OF 10%ORLESS. 11. WATER TESTING:SEAL TANK:FILL TANKWTTH WATER TO OUTLET INVERT ELEVATION IL OWTS LAYOUT FOR 24 HOURS.REFILL THE TANKTO OUTLET INVERT AFTER 24HOUR PERIOD AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 t"=ZO'-0 HOURS. B. ALL PENETRATIONS PIPES 8HALLBECONNECTEDTOTANKSWITHA WATERTIGHT. SEALED FLEXIBLE JOINT ANOTHE PIPE GASKET SHALL BE FASTENED TO THEPIPEWTTH ASINN.ESS STEEL RETRACTABLE CLAMP. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 3 THERESHALLSEAMINNUMONSFOOTAIRSPACEMEASUREDFROMTHEOUKET APPROVAL OF CONSTRUCTED WORKS FOR INVERT TO THE BOTTOM OF THE TANK COVER 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY VENTTERMINATION ASINGLE FAMILY RESIDENCE AN ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER VENT PIPES SHALL EXTEND A MINIMUM OF 61NCHES AND IN CCMPLUNCE WITH 6111 AND 5714117 OF CORS RESIDENTIAL STANDARD 2016. ABOVE THE ROOF UNE AND THE TOP OF THE VENT A.I.OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS. I SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF Date 3/30/23 H.S. Ref.No. R-22-7594 A OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES B. WHEREEXTENSIONS ARE REQUIRED.THEY SHILL BE WATERTIGHT ___ 121NCHES TO THE SLOPED PORTK)N OF THE ROOF. C. SEPnCTANK&VACWTSMANUFACTURER.RSHALLPROMDEALABELOF NONCORROSIVEI I POWER SUPPLY CONNECTED TO The sewage disposal and Walter supply facilites at this location have been MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN I I DEDICATED 115 VOLT AC.SINGLE-PHASE.20 AMP 'ENTRANCE INTO TANK MAY BE FATAL' I I CIRCUIT BREAKER ON HOUSE PANEL inspected and/or certified by this Department or other agencies and found SEPTIC TANK A VA OWTS INSTALLATION STANDAROS' I I CONTROL PANEL to be satisfactory FOR A MAX IMUM OF_ 4 BEDROOPAS. 1.ALLAPPLICABIE RECOIAMENDATIONS PROVIDED BYTHE MANUFACTURERSHALL BE IMPLEMENTED I I BLOWER IN COVER ON PAD I,O,v./'y�AA1S•'.r.�l it 2.THESEPECTAW&IfAOWTS SKALL BE WSTALLEDAT LEVEL IN ALLDWECTIONS(WITHI I 4'WASTE 7 A MAXI MUM TOLERANCE IN ANY DIRECTION OF-)L ONE QUARTER INCH)ON A MINIMUMS 4'(Y MIN.)DVI HDPE VENT CLASS 2400 OR SDR 35, CRAIG KNEPPER,RE.,CHIEF INCHTHICK(DRMANUFACTURER'S RECOMENDATIOM BED OF PROPERLY LEVREDANO I I W/CARBONFILTER,18'MIN.ABOVE 118'PER 12'SLOPE MIN. COMPACTED SAND(FREE FROM ROCKSI OR PEA GRAVEL BACKFLLL SHALL BE PLACED I I GRADE,36-A.FROM ANY WINDOW Office of wastewater PJtanagelTlent AROUNDTHESEPTIC TANK&VAO NSUCHAM WN ASTOA aDDAMAGEAND COMPACTED IN 6-NC LIFTS.EACKFlLL SHALL BE FREE OF LARGE STONES,STUMPS, I OR DOOR DISTRIBUTION BOX ANO CONSTRUCTION DEBIRS. HOUSE I i 4•WASTE POLYLOKZ0'W/12'RISER(24'MAX) I W/SECONDARY SAFETY DEVICE 3OAN.111 OPOFTHETORLSSTHAN ONE FOOTBLOW FINAL BE LOCATED FORSERTHAN I I CAST WALLTHIN, CONTINUED TWOAND HALF FEET ES LESS THAN ONE FOOT BELOW FINALE L GRADE. GREATER ANK I OUSE 2400N WALL,CONTINUED TO THAN TWO AND HALF FE,THE LESS THAN ME DOM B NOT BE LOCATED GREATER EL.20.T+1-i I CLASS SDR 35,(OR SDR40) IRInov No. DexHpUon Dale THPN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINN.GRADE. I I 174'PER 1.2'SLOPE MIN. � Innovative and Alternative Onsite FI qN t.=NBFFOfiEANY EXECUTION.VERIFY ON SITE,IF APPLK:ABLE: I -1h' ^ i EL.17.6+1- UA OWTSTTOak Ave.EA. -GRADE ELEVATIONSATTHE HOUSEWHERETHEWASTEMNN PENETRATES. I 1 I I EL.17.6'+ -GRADE ELEVATIDNSWRERE EACH UNITWILL8EINSTAUMD. I C.O. .HOUSE WASTE LINE WIN LOCATIONSANDINVERT ELEVATKXJS. I e T studio alb architects v- -ANYONEE WHIG MYAFFECTTO AEVAOURES,ANLLA STRUCTURES �_ ____ _ / RiN West Mai Street IL AR GARBAGE DISPOSAL MAY AFFECTTOTHEVAOIYTSIHAIMOWTS CELLAR ... ------ --� n E 2 GARBAGE DISPOSAL UNRSSNDW14E BROUDWATE VA 14GH RNerhead,NY 11901 1.Q~�Q9�BFq,aA 3. TANKS SH WID NOT BE PUMPED WHEN GROUNDWATER IS NGH OR FLOOD b 4 ix 4E I"�>n",°.I I I I 6315972402 CONDITIONS EXIST. FUJI CENS �,: I LEACHING I I 6373231426 G I POOL m I'f+C gtyhis@atUdiwbamhltac%xom 1r REPLACE SOIL ABBREVIATIONS: P]IB.4d4d4r6aa: WITH CLEAN SAND AND GRAVEL & AND LP LEACHING POOL AT MAX MAXIMUM OHeMNY11957 •c CIC' ABOVE EXISTING @ U, O I'es�'+8.0 i"r,`;�',!,`fSP OR SW SOIL ,e��l B.C. BOTTOM OF CURB IN MINIMUM mo LAYER(-EL.15.5') BW BOTTOM OF WALL N.T.S. NOT TO SCALE a I:_ ,.':,i.c_°'`:e;e^� CONC. CONCRETE PROP. PRO BED AS-BUILT 1U::I'e=°`I CLEANOUT REQ. REQUIRED a.u�'.;3a 41.'s•u'.:e/n: ._yi:. I HIGHEST O n m 1.e, C.O.DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTI'DFPARTMENT OF •je;;�L.v '�I`s' 1 D, e. ;° EXPECTED E or ELEC. ELECTRIC HEALTH SERVICES a,e J oxo W J 3 �z�"•" GROUNDWATER ELEV.or EL. ELEVATION ST SEPTIC TANK I/A OWTS Layout HIGHEST EXPECTED w �d w �M EL.1.2GAS TOPOF Roberts Premier Y GROUNDWATER EL.1.2' Cu'J O w J OUW HDPE HIGH.DENSITY POLYETHYLENE T.C. TOP OF CURB �Oul to ? mO�u VA OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOPOFWALL Development LLC Project number 22243 -------- _-___- _____._-_______-___-_-_-_- ___.___ WASTEWATER TREATMENT SYSTEM W WATER Date 3/5/2023 -- WV. INVERT W/ WITH n EL O'+/-� ----------_-----_-----------_-_---------_- LG LEACHING GALLEY Propedy Tax Map tl: Drewn by GB � 4 6 10 m 1DD0-070.00-10.00-011.000 Checked by HA SECTION DIAGRAM 4136avastownAa6: R 4365 old,N m 197 Enerelon C.01 2 -- Southold,NY 11871 3116"=1'-0' F., As Indicated e 2-1r?VENTILATION SCUM BAFFLE.- g PIPE 7'-10314' Control Panel Wiring Diagram D.2 CONNECTION RECIRCULATION FUJI CLEAN CONTROL PANEL reins to+•I•'D 2'-101!4' 2'-71R' 7.0314' AIR LIFT PUMP PVC WELDED BFT LONG WIRE ./ INSTALLED ON WOODEN POST CONNECTION 81/8' SERVICE RECEPTACLE DISINFECTION MANUFACTURER I I i I i 1 6 1 O e CYLINDERTANKWALL PROVIDED I PROTECTION COVER(OPTIONAL) CONNECTION HARDWIREDPLASTIC LANDSCAPE STONE4'INLET PIPE4'OUTLETPIPE ADAPTER FROM BY 7ABEL ENVIRONMENTAL,OR EO.CLASS 2400CLASS 2400 OR ire. POWER httpJheb2one.mM 3/4'PVCCONDUIT SUPPLYOR SDR 35SDR35 1/4'PER 12' oEAP 1/8'PER 12' AIR LINESTABLE BASE ------A--SLOPE MINSLOPE MIN J MAC 80R PLAN YIEW NOT TO MOVE BY FROST ACTION 4---------INTAKE BUMSFAROU -3Jq�lA INTAKE PRESSED AROUND. TFUJI UNDERGROUND AIR LINETO CEN-S UNIT t__-__-____ ,FFLUENT PERIMETER OF IT 1J CEN FLE�OBLE 3'4•AIR LWE We PVC CONDUITINLET BAFFLE RMP�` THREADS m RR UNIT 43/8' 4318' -WFLEXIBLE IRRIGATION LI NE,t 00 PSI MAX, P I �� m'''A*'' I INSTALLSECONDARY J � * MAY ALSO BE USED FOR THE AIRLINE + SAFETY RECIRCULATION PIPE FLOWBAFFLE B 1R'AIR INTAKE AIR INTAKE CONNECTION DETAIL MAC 80R ELEVATION VIEWS MAC 80R BLOWER DETAIL 11 iuE 8 O n A_ ° DEVICE,TYP. FLOW OPENING(TYP. (CLEANING 3r4'AIR LINE TO BE N.T.S. b Nni�[M�a 1 OPENING) CONNECTED I+ wat AIR LINE TO BE IN 1 ...... FLOAT SENSOR CONTROL CONNECTION PAN VIEW MIN.6•DEEP NOTES: �'+a .� xW TRENCH BRANCH CIRCUIT PROTECTION,OVER LOAD 21'INSULA7F�COVER 24'INSULATED COVER INSTALL SECONDARY CHAMSERVOLUME VOLUME(GAL) BLOWER SPECIFICA71DNS PROTECTION AND MAIN DISCONNECT ON INSULATED.6'RISER ON INSULATED 6'RISER SAFETY DEVICE,TYP. 24'INSULATED COVER 1 SEDIMENTATION CHAMBER 277 MODEL: MAC BOR PROVIDED BY OTHERS,AND MUST BE (24'MAX)BYTUF•TITE, (24.MAX)BY TUF-TRE,71 DISINFECTION ON INSULATED O"RISER 2ANAEROBIC FILTRATION CHAMBER 278 AIR FLOW:2.8 CFM SIZED ACCORDING TO PUMP/MOTOR 'S , OR EQ. OR ED. CYLINDER (24'MAX)BY TUF-TRE, 3 AERO BIC CONTACT FILTRATION CHAMBER 127 NORMAL PRESSURE:22 PSI MANUFACTURING SPECIFICATIONS. (OPTIONAL) OR EQ. 4 STORAGE CHAMBER 93 POWER. 120V/i.CA16CH. I FLOW OPENING 5 DISINFECTION CHAMBER 4 OUTLET CONNECTION:3/4 INCH EXTERNAL COMPONENTS(COMPRESSOR TOTALVOLUME 749 WEIGHT: 11 LBS AND/OR PUMPS,AS APPLICABLE), POWER CONSUMPTION:55W PROVIDED 8Y OTHERS AND MUST BE U.L 4'INLET PIPE e ti SYSTEM SPECIFICATIONS POWER CABLE:BFEET AP PROVED THERMALLY PROTECTED cnm sn HWL BOARD TYPE MODEL' FUJI BENS PUMPS ,4--_&-------------- --------------_-_ CONTACT MEDIA ANAEROBIC MEDIA PP IPE FILLING RATE 32% INSTALLATION/OPERATIONS A.M. WATERTIGHT BOARD TYPE AEROBIC MEDIA PVC/PP/PE FILLING MAINTENANCE NOTES: TEMPERATURE RATING OF FIELD SEALED WL WL RATE 16% -INSTALL BLOWER ON STABLE INSTALLED CONDUCTORS MUST BE AT FLEXIBLE JOINT ® BASE,SUCH AS CONCRETE OR LEAST 140 DEG.F.(60 DEG.C.) AEROBIC tAEDIA PP/PE F9.LING RATE 57% A" FASTENED TO BLOWER 2.8 CFM CONDENSING UNIT PAD(BY j THEPIPE W/ ® DIVERSITECH wvnv.diverailech.mm TERMINAL STRIPS AND GROUND LUG USE .oea TANK FRP STAINLESS LE ® RECIRCULATION PI PING PVCIPP/PE OR EQ.).ENSURE ADEQUATE COPPER CONDUCTORS ONLY. RETRACTABLE ® CCVENTILATION AND PROTECT ASSEMBLY AESS COVERS PLASTIC CLAMP,TYP. DISINFECTANT(OPTIONAL)CHLORINE TABLETS AGAINST SUNLIGHT. CONNECT GROUND LUG IN PANEL TOA e a o -MAINTENANCE REQUIRES A SECURE EARTH GROUND ® TRAINED TECHNICIAN. ` NOTE c•'� sei rs¢e In �j r '-•• ' • A. AERATION ASSEMBLY THE LOW WATER LINE ) ITH FRESHWATER TO E GASHED LINE PRESENTS FIELD WIRING cmir wxCe ___- �____�.._________ ____ AIC MEDIA FTER LEVELING THE TANK,FILL THE -FOR SPECT AND -�" SEDIMENTATION LINE- W FILTER ONCE CLEAN 3 MONTHSAIR �' + FILTER ONCE EVERY 3 MONTHS -REPLACE DIAPHRAGM/VALVE +•' •• ASSEMBLY ONCE EVERY 12 • •. •� MONTHS (NOTE:A DAMAGED DIAPHRAGM SECTIONAAMEW 4 TO 6'SANDAND GRAVEL BED • SECTION B-13 VIEW WILL TRIGGER THE FIELD WIRING CONTROL PANEL i 1/4'TO COMPACTED,LEVEL AUTOMATIC-STOP FUNCTION). CEN 5 0 1 2FT TO WITHIN 11W FUJI CEN 5 DETAILS /,l ELECTRICAL DIAGRAM-FUJI 112'=1'-0° N.T.S. 9020.65' 9022.45' 1.85' 11NLET, 7 OUTLETS BATERIA Z CONCRETE COVER POLYLOK20'COVER ON MATERIAL 70 BE � 12'RISER(24'6tm W IrH CLEAN SAND AND TOP 1•IEW SECONDARY SAFETY GRAVEL - DEVICE 23.55 -I , w •�, .,-1 I� EL 119' •f.` '. BOXACCEPTS: =s?•Y,': ��' �SOILRVIOUS , 2.45 LIGHT COVER tl3009C •-1 " HEAW COVER OX17-C20 INLET m 0 EtJDCAPT7PE MW.4'010. °:a'- ,y m 0 8'MIN. b ®D '-O'AIN. PENETRATION LEVEN rtDEVICWE� APPROVED tm.12 PIPE !� ? LEACHING ISR] • ° INITOAVIRGIN PITCHED 1/8' n SECTIONS ®13 COLLAfj: STRATA OF BOXSFAL, PER 12'MIN. q.�v� mmO SAND AND d mO GRAVEL 9/ POLttOK SEAL mO '•+� 2'INCREMENT,J 4'f.• 83001 TYP.40PLCSTYP. '" 1 TYP. MIN.12'COMPACTED SAND OR INLET OUTLET PEA GRAVEL LEVELING PAD '�f- NV.EL XX INV.EL XX I— � --., �8'•0'*r BOTTOM OF BOX EL XX POLYLOK 20'0-BOX 0 1 2 F HIGHEST RECORDED HIGH MATERIAL-HOPE FRONT/SIDEVIEW t I I GROUNDWATER ELEVATION IZ 0 2 6 F7 n DISTRIBUTION BOX POINOk DETAILS N. Desufp8on Date /ZLEACHIM POOL DETAILS Innovative and Treatment Onsite 1'-0' Wastewater Treatment System I!A OWTS Oak Ave.Ext. studio a/b architects 651 West Main Street, �ED B�•� RI-1.—d,NY 11901 y�$9IL �•'➢ 631 S H 2402 .4 631 3231428 gtynia@stadl9ebarchllects.mm PO Bo address e PO Bax 444 q OMd• Orient NY 11957 SOF N AS-BUILT Roberts Premier I/A OWTS Details Development LLC Propct number 22243 Date 3/5/2023 Property Tax M2pik Drown by GB 1000-070.00-10.00-011.000 Checked by HA y ens street address: 43650BId Ave.Extenelm C•02 Southold,NY 11971 scale As Indlwted � i AC� CERTIFICATE OF LIAMLITY INSURANCE °6/24�i20 2Y' 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. H the cerfi icate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. H SUBROGATION IS WARNED,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 Debra rerraro Brazier Insurance Agency PHONEIF EmIle (631)286-1400AX c No): (673)286-1146 1745 Montauk Highway AADR�:brazier-debra@optonline.net INSURERS AFFORDING COVERAGE NAIC 0 Bellport NY 11713 INSURERA:Evanston Insurance CoMany INSURED jusuRERB:Ategrity Specialty Insurance Company DJ Custom Homes Corp. INSURERC• 3 Sandie Lane INSURERD' INSURER E Manoraille NY 11949 INSURER F: COVERAGES CERTIFICATE NUMBER:CL2262420535 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. INSIR ADDL TYPE OF INSURANCE R POLICY NUMBER AOR EFF APAMIDD EXP LTR LIMITS LT X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 2,000,000 DAMAGE TO RENTED A CLAIMS-MADE F OCCUR PREMISES S 500,000 X 19MVIPBCDO2094 10/24/2021 30/24/2022 MED EXP(Aly one pence) S 10,000 PERSONAL BADV INJURY S 2,000,000 GENIAGGREGATELIMfTAPPLIESPER: GENERALAGGREGATE $. 4,000,000 X POLICY❑JECTPRO- •❑LOC PRODUCTS-COMPIOPAGG S 4,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINFJ7 SINGLE LIMIT S Ee atxldaM ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED' BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE S HIRED AUTOS AUTOS Pererxidant S X UMBRELLALIAB OCCUR EACH OCCURRENCE $ 1,000,000 B EXCESS LIAR HCLAJMS4AADE AGGREGATE S 1,000,000 DED RETENTION S 01-P-)M-P70001363-0 10/24/2021 10/24/2022 $ WORKERS COMPENSATION PEROR AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECunVE E.L.EACH ACCIDENT S OFFlCER/MEMBER EXCLUDED? ❑NIA (Mandatotyln-1 E.L.DISEASE-EA EMPLOYEE S If yea,desoibe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 101,Addtllonal Remarks Schedule,may be attached if mote space Is tequtred) The certificate holder is additional insured with respect to General Liability coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE The nod niv eIItIIIIIldes11111041C0 Kevin Brazier/DE lg&x B kar ` ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201401) NYSIF Now York State Insurance Fund PO Box 66699,Albany.NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE a A A A A A 461572203 Viz) BRAZIER AGENCY + 1745 MONTAUK HIGHWAY BELLPORT NY 11713 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DJ CUSTOM HOMES CORP TOWN OF SOUTHOLD 3 SANDIE LANE 53095 ROUTE 25 MANORVILLE NY 11949 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12366960-9 791457 07/17/2021 TO 07/17/2022 6/24/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2366 960-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:OWINW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DAVID ROBERTS VICE PRESIDENT JAMES ROBERTS DJ CUSTOM HOMES CORP THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND /U y DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:889938339 U-26.3 NYSIF Now York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) �jr - 'u ., A A A A A 461572203 BRAZIER AGENCY 1745 MONTAUK HIGHWAY _ ' BELLPORT NY 11713 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DJ CUSTOM HOMES CORP TOWN OF SOUTHOLD 3 SANDIE LANE 53095 ROUTE 25 MANORVILLE NY 11949 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12366960-9 963849 07/17/2022 TO 07/17/2023 6/24/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2366 960-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTiPS://WWW.NYSIF.COM/CERTICERTVAL.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 ANDIOR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND T 4/ DIRECTORJNSURANCE FUND UNDERWRITING VALIDATION NUMBER:411520129 U-26.3 f Workers' 5"— YORK CERTIFICATE OF INSURANCE COVERAGE YORK t:-.STATE I Compensation 13oard 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 came la.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured DJ CUSTOM HOMES CORP 3 SANDIE LANE MANORVILLE,NY 11949 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only req«ired if coverage is specifrcally limited fo certain locations in New York Slate,i.e.,Wrap-Up Policy) 461572203 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 53095 ROUTE 25 3b.Policy Number of Entity Listed in Box"t a" DBL571625 SOUTHOLD, NY 11971 3c.Policy effective period 01101/2022 to 12/31/2022 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 6/24/2022 8y l,,�lf'U,�l/-G;-�U�Tll,/✓ (Signature of insurance carriers authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 5'16-829-8100 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 Boz 4B,4C or 56 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 benefi/s 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. 1313-120.1 (12-21) DIIIIIIIIDIIIIII[illllll1llllll1lll[IIII111111I�I 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 1a 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. 013-120.1 (12-21)Reverse Generated by REScheck-Web Software Compliance Certificate - Project 4365 Oaklawn Ave Southold, NY 11971 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,282 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4365 Oaklawn Ave Southold, NY 4365 Oaklawn Ave Southold, NY Energy Rating Service, Inc Matt 11971 11971 Wahl Islip Terrace, NY 11752 631- 566-8439 energyratingservice@yahoo.com Compliance: Passes using UA trade-off Compliance: 7.4%Better Than Code Maximum UA: 339 Your UA: 314 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 Prop.Gross Area Cavity Cont. Prop. Perimeter Roof Rafters: Cathedral Ceiling 1,360 38.0 0.0 0.027 0.026 37 35 Wall 1: Wood Frame, 16" D.C. 102 21.0 0.0 0.057 0.060 4 4 Window 1: Other 30 0.300 0.320 9 10 SHGC: 0.30 Wall 2: Wood Frame, 16" D.C. 83 21.0 0.0 0.057 0.060 5 5 Wall 3: Wood Frame, 16"D.C. 168 21.0 0.0 0.057 0.060 9 10 Window 2: Other 7 0.300 0.320 2 2 SHGC: 0.30 Wall 4: Wood Frame, 16" c.c. 16 21.0 0.0 0.057 0.060 1 1 Wall 5: Wood Frame, 16"o.c. 13 21.0 0.0 0.057 0.060 1 1 Wall 6: Wood Frame, 16" D.C. 68 21.0 0.0 0.057 0.060 2 2 Window 3: Other 30 0.300 0.320 9 10 SHGC: 0.30 Wall 7: Wood Frame, 16"D.C. 13 21.0 0.0 0.057 0.060 1 1 Wall 8: Wood Frame, 16" o.c. 18 21.0 0.0 0.057 0.060 1 1 Wall 9: Wood Frame, 16" o.c. 121 21.0 0.0 0.057 0.060 6 7 Project Title: 4365 Oaklawn Ave Southold, NY 11971 Report date: 08/26/22 Data filename: Page 1 ofll Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 4: Other 7 0.300 0.320 2 2 SHGC: 0.30 Wall 10: Wood Frame, 16" ox. 136 21.0 0.0 0.057 0.060 6 6 Window 5: Other 15 0.300 0.320 5 5 SHGC: 0.30 Window 6: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 11: Wood Frame, 16" ox. 55 21.0 0.0 0.057 0.060 3 3 Wall 12: Wood Frame, 16" ox. 13 21.0 0.0 0.057 0.060 1 1 Wall 13: Wood Frame, 16" ox. 71 21.0 0.0 0.057 0.060 3 3 Window 7: Other 24 0.300 0.320 7 8 SHGC: 0.30 Wall 14: Wood Frame, 16" ox. 13 21.0 0.0 0.057 0.060 1 1 Wall 15: Wood Frame, 16" ox. 102 21.0 0.0 0.057 0.060 5 6 Window 8: Other 7 0.300 0.320 2 2 SHGC: 0.30 Wall 16: Wood Frame, 16" ox. 68 21.0 0.0 0.057 0.060 4 4 Window 9: Other 6 0.300 0.320 2 2 SHGC: 0.30 Wall 17: Wood Frame, 16" ox. 50 21.0 0.0 0.057 0.060 3 3 Wall 18: Wood Frame, 16" ox. 45 21.0 0.0 0.057 0.060 3 3 Wall 19:Wood Frame, 16" ox. 4 21.0 0.0 0.057 0.060 0 0 Wall 20:Wood Frame, 16"ox. 71 21.0 0.0 0.057 0.060 3 3 Window 10: Other 22 0.300 0.320 7 7 SHGC: 0.30 Wall 21:Wood Frame, 16"ox. 102 21.0 0.0 0.057 0.060 4 4 Window 11: Other 12 0.300 0.320 4 4 SHGC: 0.30 Window 12: Other 21 0.300 0.320 6 7 SHGC: 0.30 Wall 22:Wood Frame, 16" ox. 84 21.0 0.0 0.057 0.060 5 5 Wall 23:Wood Frame, 16" ox. 68 21.0 0.0 0.057 0.060 3 3 Window 13: Other 10 0.300 0.320 3 3 SHGC: 0.30 Wall 24: Wood Frame, 16" ox. 58 21.0 0.0 0.057 0.060 3 3 Window 14: Other 7 0.300 0.320 2 2 SHGC: 0.30 Wall 25: Wood Frame, 16" ox. 24 21.0 0.0 0.057 0.060 1 1 Wall 26: Wood Frame, 16"ox. 105 21.0 0.0 0.057 0.060 4 4 Window 15: Other 30 0.300 0.320 9 10 SHGC: 0.30 Wall 27: Wood Frame, 16"o.c. 163 21.0 0.0 0.057 0.060 8 9 Window 16: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 28: Wood Frame, 16"ox. 173 21.0 0.0 0.057 0.060 7 7 Window 17: Other 12 0.300 0.320 4 4 SHGC: 0.30 Window 18: Other 42 0.300 0.320 13 13 SHGC: 0.30 Project Title: 4365 Oaklawn Ave Southold, NY 11971 Report date: 08/26/22 Data filename: Page 2 ofll Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall 29:Wood Frame, 16" o.c. 205 21.0 0.0 0.057 0.060 12 12 Wall 30:Wood Frame, 16" o.c. 134 21.0 0.0 0.057 0.060 6 6 Window 19: Other 30 0.300 0.320 9 10 SHGC: 0.30 Wall 31:Wood Frame, 16" o.c. 50 21.0 0.0 0.057 0.060 3 3 Wall 32:Wood Frame, 16" o.c. 66 21.0 0.0 0.057 0.060 2 2 Door 1: Solid 21 0.280 0.320 6 7 Window 20: Other 14 0.300 0.320 4 4 SHGC: 0.30 Wall 33: Wood Frame, 16"o.c. 50 21.0 0.0 0.057 0.060 3 3 Wall 34: Wood Frame, 16"o.c. 5 21.0 0.0 0.057 0.060 0 0 Basement Ceiling:All-Wood Joist/Truss 1,158 30.0 0.0 0.033 0.047 38 54 Overhang:All-Wood Joist/Truss 26 30.0 0.0 0.033 0.047 1 1 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. matthew Wahl, hers rater 2572845 Matthew Wahl ;,,Digitally signed by Matthew Wahl —Date:2022.08.2613:46:03-04'00' Name-Title Signature Date Project Title: 4365 Oaklawn Ave Southold, NY 11971 Report date: 08/26/22 Data filename: Page 3 of 11 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 Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, ;Construction drawings and ❑Complies :Requirement will be met. 103.2 .documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the - 4 ;building envelope.Thermal ❑Not Observable !envelope represented on ❑Not Applicable iconstruction documents. 103.1, !Construction drawings and I ❑Complies ;Requirement will be met. 103.2, ;documentation demonstrate ❑Does Not 403.7 1energy code compliance for [PR3]1 ;lighting and mechanical systems. - ❑Not Observable t)) !Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC ! !Commercial Provisions. 302.1, . Heating and cooling equipment is; Heating: Heating: ;❑Complies !Requirement will be met. 403.7 (sized per ACCA Manual S based Btu/hr Btu/hr PDoes Not [PR2]2 on loads calculated perACCA Cooling: Cooling: ;❑Not Observable lE Manual J or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4365 Oaklawn Ave Southold, NY 11971 Report date: 08/26/22 Data filename: Page 4 of11 Section '# Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO11]2 I protect exposed exterior insulation I❑Does Not and extends a minimum of 6 in. below grade. ;❑Not Observable ( I❑Not Applicable ( 403.9 Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [FO12]2 installed. ;❑Does Not ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) J 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4365 Oaklawn Ave Southold, NY 11971 Report date: 08/26/22 Data filename: Page 5 ofll Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- ; U- ;OComplies ;See the Envelope Assemblies 402.3.4 i :❑Does Not ;table for values. [FR1]1 ;❑Not Observable 41 ❑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 I U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance ❑Does Not !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 jinstructions. ❑Not Observable ❑Not Applicable ! 402.4.3 ;Fenestration that is not site built i ❑Complies ;Requirement will be met. [FR20]1 !is listed and labeled as meeting 1 ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 1[]Not Observable ;or has infiltration rates per NFRC 400 that do not exceed code i❑Not Applicable (limits. S 402.4.5 IC-rated recessed lighting fixtures I❑Complies ;Requirement will be met. [FR16]2 `sealed at housing/interior finish ❑Does Not hand labeled to indicate 152.0 cfm I leakage at 75 Pa. ❑Not Observable IE]Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is I IE]Does Not -141 ;>= 3 inches in diameter and >_ ❑Not Observable ;R-6 where < 3 inches. Supply and ; ;return ducts in other portions of ❑Not Applicable ; the building insulated >= R-6 for ! diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 "boxes are sealed with ❑Does Not !joints/seams compliant with ❑Not Observable ,International Mechanical Code or !International Residential Code, as ❑Not Applicable ; !applicable. 403.3.5 ;Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 !ducts or plenums. ❑Does Not ❑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 below 55°F are insulated to >_R- 1+�' 3 ; ; ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not i IE]Not Observable ; f❑Not Applicable 403.5.3 {Hot water pipes are insulated to ; R- ; R- ;❑Complies ;Requirement will be met. [FR18]2 !>_R-3. :❑Does Not UNot Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4365 Oaklawn Ave Southold, NY 11971 Report date: 08/26/22 Data filename: Page 6 ofll SectionPlans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not `intakes and exhausts. I []Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4365 Oaklawn Ave Southold, NY 11971 Report date: 08/26/22 Data filename: Page 7 of1l Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;AII installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 !or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ,Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 1 ❑ Wood ❑ Wood :[]Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable J '4I ; UNot Applicable I I I 303.21 ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 ;1 manufacturer's instructions and ❑Does Not [IN2]1 !in substantial contact with the 1101, ;underside of the subfloor, or floor ❑Not Observable ;framing cavity insulation is in ❑Not Applicable contact with the top side of 1 ;sheathing, or continuous ;insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing members. . 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not �table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 exterior,the exterior insulation ; g, ;requirement applies (FR10). ;E] Steel E] Steel ❑Not Applicable 303,2 ;Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ; ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4365 Oaklawn Ave Southold, NY 11971 Report date: 08/26/22 Data filename: Page 8 ofll Section Plans Verified Field Verified Final Inspection Provisions Value Value. Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i ❑ Wood ❑ Wood i❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 ; [Fill' ; ; UNot Applicable , ; 303.1.1.1,(Ceiling insulation installed per ❑Complies :Requirement will be met. 303.2 manufacturer's instructions. IE:]Does Not [FI2]' !Blown insulation marked every ❑Not Observable 300 ftz. ❑Not Applicable 402.2.3 !Vented attics with air permeable I ❑Complies ;Exception: Requirement is [FI22]2 insulation include baffle adjacent ( ❑Does Not ;not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ; ( ))❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [FI31' !insulation >_R-value of the '❑Does Not adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies :Requirement will be met. [FI17]' !ach in Climate Zones 1-2, and PDoes 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. [F[27]' determine air leakage with ft2 ft2 ;❑Does Not (either: Rough-in test:Total leakage measured with a ;❑Not Observable ; !pressure differential of 0.1 inch ; ;❑Not Applicable 1w.g. across the system including ,the manufacturer's air handler ;enclosure if installed at time of ; ;test. Postconstruction test:Total j leakage measured with a pressure differential of 0.1 inch I 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]' cfm/100 ft2 across the system or 1 ft2 ft2 PDoes 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 iAir handler leakage designated ❑Complies ;.Requirement will be met. [FI24]' :by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ; jcode specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable 1 ❑Not Applicable 403.5.1 'Circulating service hot water ❑Complies ;Requirement will be met. [FI11]2 !systems have automatic or ❑Does Not accessible manual controls. 1 ❑Not Observable } ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4365 Oaklawn Ave Southold, NY 11971 Report date: 08/26/22 Data filename: Page 9 ofll Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies :Requirement will be met. [FI25]2 ;fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table i R403.6.1. jElNot Applicable 403.2 Hot water boilers supplying heat �❑Complies :Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable ;temperature based on outdoor ❑Not Applicable I temperature. j 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos-)pipe. Applicable ;syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal lfor hot water demand within the !occupancy. Controls Iautomatically turn off the pump when water is in circulation loop is at set-point temperature and j no demand for hot water exists. 403.5.1.2 Electric heat trace systems 1❑Complies ;Requirement will be met. [F129]2 comply with IEEE 515.1 or UL ❑Does Not 1515. Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the ;piping. 403.5.2 ;Demand recirculation water ❑Complies ;,Requirement will be met. [F130]2 ;systems have controls that ❑Does Not `manage operation of the pump ❑Not Observable , and limit the temperature of the ❑Not Applicable Iwater entering the cold water pp e piping to <= 1049F. 403.5.4 f Drain water heat recovery units ❑Complies !Requirement will be met. [F131]2 }tested in accordance with CSA ❑Does Not I B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- ; Iside pressure loss of drain water heat recovery units< 2 psi for Eindividual units connected to ;three or more showers. 404.1 190%or more of permanent ❑Complies ;Requirement will be met. [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable I 10Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 !no continuous pilot light. ❑Does Not 0' ❑Not Observable I ❑Not Applicable 401.3 !Compliance certificate posted. ❑Complies ;Requirement will be met. [F[7]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4365 Oaklawn Ave Southold, NY 11971 Report date: 08/26/22 Data filename: Page 10 ofll Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 ;Manufacturer manuals for ❑Complies :Requirement will be met. [FI18]3 Imechanical and water heating ❑Does Not !systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4365 Oaklawn Ave Southold, NY 11971 Report date: 08/26/22 Data filename: Page 11 ofll PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC; A PAP AS NOTED SOLDER VSED IN WATER SUPPLY SYSTEM CANNOT DATE: .P.# EXCEED 2/.10 OF 1% LEAD. FEE: BY: NOTIFY BUILDING DEPART AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: PL.UM:BING.. 1. FOUNDATION.- TWO REQUIRED ALL PLUMBING WAS�`E. FOR POURED CONCRETE &WATER LINES NEED 2. ROUGH - FRAMING & PLUMBING tttTING BEFORE COVERING 3. INSULATION 4. FINAL - 'CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTICN SHALL MEET THE iNSPECTION REO ABED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. �RUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Blower door and ductwork ► itdG BOARD testing required, S9 D TOWN TRUSTEES N.Y.S P Must provide Manuals D, J and S as per OCCUPANCY OR NYS Energy code USE IS"U`NLAWFUL- ,NITHOUT CERTLI=ICA , All exterior lighting T OCCUPANCY installed, replaced or repaired shall conform to Chapter 172 of the Town Code `EfAIN STORM WATER RUNOFF �URSUANT TO CHAPTER 236 )F THE TOWN CODE. CARPENTRY AND LUMBER: - TABLE R301.2(1) I SQUARE FOOTAGE CALCULATIONS: 2020 RESIDENTIALpw d CODE of NEW YORK STATE 1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EXISTING FIRST FLOOR AREA: 1,143 SF LUMBER IS BE FURNISHED AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKHVG,BRIDGING,SADDLES, WIND DESIGN SUBJECT TO DAMAGE EXISTING GARAGE AREA:455 SF HANGERS,ECT.,REQUIRED ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE GROUND SEISMIC WINTER AIR MEAN Q EXISTING WOOD DECK AREA:245 SF 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 CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN ACCORDANCE WITH THE 20120 RESIDENTIAL CODE OFNEW YORK LOAD (MPH) EFFECTSk REGION' DEBRIS ZONE"' CATEGORY CATEGORY WEATHERING DEPTH TERMITE TEMPe HAZARDS9 INDEX` TEMP' ADDITIONAL FIRST FLOOR AREA:42 SF STATE.WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED M ADEQUATE 20 PSF <140 NO NO YES B B SEVERE 36" MOD TO HVY 11*F X 618 52.1° F REDUCED GARAGE AREA:423 SF t I NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES MTHE CONSTRUCTION DOCUMENTS. MANUAL J DESIGN CRITERIA NEW COVERED PORCH AREA:34 SF NEW SECOND FLOOR AREA: 1,156 SF GENE?,AL NOTES: CONCRETE WORK: 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER REM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTHERWISE ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE INDOOR DESIGN DESIGN TEMPERATURE COOLING HEATING TEMPERATURE DIFFERENCE 1. CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1.ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE W.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON CORRECTION FACTOR TEMPERATURE TOTAL LIVING AREA:2,341 SF 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 ACCOMPANYING STRUCTURAL CALCULATIONS.ALL HEADERS SHALL BE HEM-FIR,FB=85OPSI UNLESS OTHERWISE SHOWN ON 40'N 12.5° 84° 1 70° 75°DRY BULB 63°WET BULB 57.5° ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER TO BE REINFORCED WITH W.W.F.6x6-10/10. DET ' 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 DIFFERENCE HEATING COOLING WET BULB SYMBOL LEGEND 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 MESH SHALL CONFORM TO ASTM AT 85 AND A82. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE 9 15 7.5 71.5° 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 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. [11I I I-I I I-I I-IDRAWINGS.THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON TIE DRAWINGS MAY BE LATEST ACI BUILDING CODE,ACI 318 AND ACI 315. For SI: 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. -1 I I-1 I I-111- EARTH MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OP.BECAUSE THEY ARE NOT SPECIFICALLY 4.WOOD STRUCTURAL MEMBERS M CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE a.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. REQUIRED BY THE CODE. 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS CI AND C2 The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined -" :�': -`i-' • - � POURED CONCRETE ,...>.,{_,L. E FOR WATER-BOURNE PRESERVATIVE TREATMENT. from ASTM C34, C55, C62,C73, C90, C129, C145,C216 or C652. ...�1-i�,wi:,`,�, OR 8" CMU BLOCK 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 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 "' FOR CLARIFICATION. 36"BELOW FINISHED GRADE. 5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED.STRUCTURAL column with the minimum depth of footing below finish grade. 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 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. EXISTING STUD WALL 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. SUBMITTED FOR REVIEW. 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)A].Wind exposure category shall be determined on a site-specific basis in accordance TO REMAIN 6.CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC. MASONRY: with Section R301.2.1.4. (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 e.The outdoor design dry-bulb temperature shall be selected from the columns of 971 ________ EXISTING STUD WALL CONSTRUCTION. 1.ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. /2-percent values for winter from Appendix D of the Plumbing Code of New York State. Deviations from the Appendix D TO BE REMOVED 7.ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TOBEVENTED ASPER TABLE M1505.4.4:PROVIDE A SWITCH- LOAD-BEARING CONCRETE BLOCK,GRADE N. ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF1000 PSI. MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FORUNTIMASONRYASTMC-270 AND SHALL BE temperatures shall be pennitted to reflect local climates or local weather experience as determined by the building official. [Also see Figure R301.2(1 ).] CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACT'URER'S RECOMMENDATIONS AND SPECIFICATIONS. f.The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. NEW 2X 4 OR 2X 6 TYPE SMORTAR. ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. " 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 8. ALL RVTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2'THICK GYPSUM WALL 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 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 STUD WALL @ 16" O.C. NOTES AND SPECIFICATIONS FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. 5/8"THICK FIRECODE GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5/8"THICK MOISTURE Stud for the community,RESISTETNT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL BE USED Y as amended or revised with: JOISTS 9.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGATING,COURSING,DIMENSIONS,HEIGHT, 3.CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON CORROSIVE TRUSS TYPE METAL APPROVED BY THE ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. i.The accompanying Flood Insurance Rate Map(FIRM), @ 16' O.C. JOISTS ABOVE ii.Flood Boundary and Floodway Map(FBFM),and 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 9. ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.C.WITH 1/2"PLYWOOD COVERED WITH iii. Related supporting data along with any revisions thereto. 5 CONCEALED IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. COURSE.VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16".WALLS SHOULD BE BRACED DURING CONSTRUCTION 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL.ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. A5 MINIMUM / DETAIL 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 OR JOIST. 10. PROVIDE A NIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.4 RCONYS. WHERE h. In accordance with Sections R905.1.2, R905.4.3.1, 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 MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. 4. ALL CONCRETE MASONRY UNT WALLS TO BE LAID UP M RUNNING BOND SET IN FULL MORTAR BEDDING. 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." S_1 VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS: THE MINIMUM NET AREA OF VENTILATION AT INTERVALS NOT EXCEEDING 8'VERTICALLYINANAPPROVED MANOR- 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 A5 BUILDING SECTION OPENINGS SHALL NOT BE LESS THAN 1 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 Center data table"Air Freezing Index-USA Method(Base 32° F)." 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 11. PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER 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)." 11.PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCONYS: ATTIC ACCESS OPININGSSHALL NOT BELESS THAN DIRECTED BY ARCHITECT. SECTIONS R602.8AND R1001.12OFTHE RCONYS. 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 _. .._ WINDOW 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30"MINIMUM 6.FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTTER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 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 I. In accordance with Figure R301.2(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 identify any specific 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 requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. - - - - - ELEMENTS ABOVE 7.FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 BER-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL INSULATON m. In accordance with Section R301 .2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 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. n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. STRUCTURAL STEEL: 13. ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE RCONYS: THE MAXIMUM RISER HEI 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 - GIRDER / HEADER ABOVE HEIGHT SHALL 13. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS SHALL their ground snow load increased from the mapped value by 2 psffor every 1,000 feet above 1,000 feet. BOARD OF FIRE UNDERWRITERS,THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36., NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW TIRE REQUIRED FINAL PAYMENT HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND TIE MINIMUM ® POST DOWN 2. THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE M ACCORDANCE WITH THE LATEST CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHkI,L NOT BE TABLE R3 01.5 TABLE R301.7 THESE PLANS HAVE BEEN DESIGNED 14.ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. EDTTIONOFTHEAISCSPECIFICATION. LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MINIMUM UNIFORMLY ALLOWABLE DEFLECTION FOR COMPLIANCE WITH THE: INTERCONNECTED COMBINATION 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 DISTRIBUTED LIVE LOADS (PSF) OF STRUCTURAL MEMBERS 1.2020 RESIDENTIAL CODE OF NEW YORK STATE r`X,SD SMOKE AND CARBONMONOXIDE THROUGHOUT ALL PHASES OF WORK. A307 BOLTS WITH LOCK WASHERS. LIVALLOWABLE 2.2020 ENERGY CONSERVATION CODE OF NEW YORK STATE `<' Go DETECTORS AS PER R314 OF THE 14.ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF USE LOAD STRUCTURAL MEMBER DEFLECTION 3.WIND DESIGN COMPLIANCE AS PER RCONYS AND 915 OF THE IFCONYS COLOR TO BE GREY UNLESS OTHERWISEDIIRECTEDBYTHEARCIIITECI. 16. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. PAINT ALL STEEL ONE SHOP COATRUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING: UNIHABITABLE ATTICS WITHOUT STORAGE 10 RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ U180 2020 RESIDENTIAL CODE OF NEW YORK STATE C 4. ENERGY COMPLIANCE PRESCRIPTIVE AS PER N1102 17.PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OFINSURANCE. A.FASTEN SECURELY ALL PARTS OFCARPENTRY WORK INTHEIR PROPER PLACE.BRACE,PLUMB,AND LEVEL ALLMEMBERS UNIHABITABLE ATTICS WITH LIMITED STORAGE 20 FINISHED CEILING NOT ATTACHED TO RAFTERS CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN 5. FLOOD-RESISTANT CONSTRUCTION PER TOWN OF AND SECURE WITH SUFFIC111VT'NAILS,SPIKES,AND BOLTS TOENSURE RIGIDIT'Y. HABITABLE ATTICS AND ATTICS 30 MAINTAINING JOB SITE SAFETY DURING THIS PHASE 18.GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. SOUTHOLD CONSTRUCTION STANDARDS, SERVED WITH FIXED STAIRS INTERIOR WALLS AND PARTITIONS H/180 OF WORK&SHALL COMPLY WITH ALL APPLICABLE ACCEPTANCE BY OWNER B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 1 1/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORING, RCNYS SEC R322,AND ASCE 24 14. 6.ALL WALL-BEARING BEAMS TO HAVESTANI)ARDANGLES,ANCHORS,AND BEARING PLATES UNLESSOTHERW[SENOTED BALCONIES EXTERIOR AND DECKS 40 6. ENGINEERED WOOD PLACARD NOTES REQUIRED ON PLANS FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING DRYWALL,ETC...FORM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH ATLEASITWO FLOORS U360 BUT NOT LIMITED TO BUILDING CODES,OSHA 19.TI?ESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF 2020 ENERGY ON DRAWINGS. 8D NAILS AT EACH END. FIRE ESCAPES 40 PER TITLE 19 NYCRR PART 1265.4 CONSERVATION CODE OF NEW YORK STATE AND THE 2020 RCONYS. GUARDS AND HANDRAILS 200 7.TOWN OF SOUTHOLD ZONING&CONSTRUCTION CODES. REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MOISTURE PROTECTION: CEILINGS WITH BRITTLE FINISHES U360 MATERIAL REMOVAL&DISPOSAL. C. PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BINDS AND AT ALL VENT AND MECHANICAL GUARD IN-FILL COMPONENTS 50 20.ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BYARCHITECT. PASSENGER VEHICLE GARAGES 50 (INCLUDING PLASTER AND STUCCO) 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 ROOMS OTHER THAN SLEEPING ROOMS 40 THE CONTRACTOR SHALL INDEMNIFY 8,HOLD 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. THE CONTRACTOR ISRESPONSBLEFOR NOTIFYINGTHE ARCHITECT OFANY CONDITIONS WMCHMAY AFFECT THE DESIGN SLEEPING ROOMS 30 CEILINGS WITH FLEXIBLE FINISHES U240 HARMLESS THE OWNER,THE ARCHITECT,AND OR CONSTRUCTION OF THE WORK. 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTITHEIR AGENTS&EMPLOYEES FROM AND AGAINST ON TO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER STAIRS 40 (INCLUDING GYPSUM BOARD) `,. 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 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 REQUIRED ALL OTHER STRUCTURAL MEMBERS 1_1240 ARISING OUT OF OR RESULTING FROM ANY OF THE SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS. DURING INCLEMENT WEATHER AND SITE CONDITIONS TO INSURE SATISFACTORY PERFORMANCE OF THE WORK. RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: ITEMS LISTED ABOVE. 23. THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF TILE 3.TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITHSECTION R317 OF TIHE RCONYS. 1. STUDS NOT LESS THAN 2X4 @16"O.C.DOU13LED AROUND OPENINGS AND TRIPLED AT CORNERS. EXTERIOR WALLS-WIND LOADS H/360 I 2. PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. WITH PLASTER OR STUCCO THE CONTRACTOR SHALL VERIFY ALL FIELD ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS .3FRAMING TO SUIT WORK OF OTHER TRADES. 4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS R301.2.2.2 CONDITIONS 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. EXTERIOR WALLS-WIND LOADS H/240 CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPINABLE 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 SILL 5. PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC... WEIGHTS OF MATERIALS (PSF) WITH OTHER BRITTLE FINISHES THE FLOOR AREA BEING VENTILATED. FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED.BLIND 25. ASSUME A SOIIrBEARING CAPACITY OF 1 TON AS PER TABLE R401 A.1 of THE RCONYS. ANY UNSTABLE SOILISUBSURFACE RESPONSIBLE FOR FIELD MEASUREMENTS AS REC2'D. F. SUBEZOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORT'S.NAIL WITH 6D COMMON NAILS @6"O.C. DEAD FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTU�RES.COORDINATE INSTALLATION OF ALL ALONG SUPPRI7:D EDGES AND]0"O.C.AT INTERMEDIATE SUPPORTS.BREAK JOINTS IN ADJACENT COURSES. LOCALE IND USE LOAD EXTERIOR WALLS-WIND LOADS H/120 THE ARCHITECT SHALL BE HELD HARMLESS BY ANY CONDITIONS WHICHMYAFFECITHESTABILITY OFTHE STRUCTURE SHALLBEREPORTEDTOTHE ARCHITECPPRIOR TOTHE FLASHING WITH CARPENTRY,MASONRY,AND ROOFING TRADES. JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED, COMBINED ROOF AND CEILING ASSEMLIES 15 PSF WITH FLEXIBLE FINISHES AGENCY FOR ANY"ERRORS&OMISSIONS"ON CONTINUATION OF WORK. 5.SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS. SHALL BE SIMILARLY INSTALLED. FLOOR ASSEMBLIES 10 PSF THESE DOCUMENTS. 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF THE RCONYS. UNITS TO BE ALIGNED WITH SLOPING ROOF TRUSSES. EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF LINTELS SUPPORTING MASONRY U600 G.ROOF SHEATINGSHALL BELAID WITH FACE GRAIN ATRIGHT ANGLES TOSUPPORTS. LOCATE END JOINTS OVER INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF VENEER WALLS THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 6. CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE SUPPORTS AND STAGGER JOINTS. PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS 27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE RCONYS: SMOKE IS 24"O.C. "METHODS&MEANS"OF CONSTRUCTION. THE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. 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 16"O.C.AND FASTENED SECURELY TO SUPPRTING SURFACE. SUPERVISION. CRAWL SPACES AND UNINHABITABLE ATTICS. FINISHES: 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"UNDERLAYMENT BOARD OR OTHER 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 LAYER OF 112.88' RCONYS. 3/4"PLYWOOD SUBFLOOR. � -� 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS. JOINTS SHALL BE TAPED S i-28' 10"W �.� � ��� �7 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 TARPAULIN �"' 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, ACCORDANCE WITH ACCEPTED PRACTICE. DRY AREA. THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. I ARE D a�� 3. COVER ALL WALLS AND ALL CEILINGS WITH 112'GYPSUM BOARD. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED) - � _ N I 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 � \ I � � F k y/� THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. HAVE WONDER BOARD INSTALLED. � \ � e' �� � rJ NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD EXISTING PATIO �g� oo`' 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 TIRE RATING. TO BE REMOVED / m 1+ Q I _sN'. �- CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES. v x r+ G• EXISTING PATIO ' I * CLOSEOUT OF THE CONSTRUCTION. PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. I / -4 70 N � \' / ! j IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) / y 2 ca TO BE REMOVED 32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR PLUMBING: r` I 7,�G) � N .�� � ''' OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. rn SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL w 0 / I � T� 9743-A y(� 1. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FORCOMPLETE " WITH A STROKE WIDTH OF 1/2".THE \ / i - - _/ C14 .. 33.IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THEDETAILS HE SHALL NOTIFY TCONSISTS OF A CIRCLE 6IN DIAMETER, IB INSTALLATION. PLEASE TAKE NOTICE THAT THE I OF N E� ' ARCHITECT PRIOR TO CONTINUATION OF THE WORK. SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE (CHECK ALL THAT APPLY): \ / \ 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO ) 34. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPETNABLEEMERGENCYESCAPE& PANTONE MATCHING SYSTEM (PMS)#187.WHERE A SIGN IS DIRECTLY F] NEW RESIDENTIAL STRUCTURE PROPOSED / 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. APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING NEW PAVER I _� - - i 13.3'/ 21.67' - -' KN MORE THAN 44"ABOVE THE FLOOR AND SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5 SQUARE FEET. STICKER OR DECAL.SIGNS NOT DIRECTLY APPLIED TO DOORS OR ADDITION TO EXISTING RESIDENTIAL STRUCTURE PATIO J H 4. ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. I � iq WOOD SIDELIGHTS SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT / o 35.PROVIDE SAFETY GLAZING AS PER SECTION 8308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER SECTION 8308.4 OF MATERIAL. � REHABILITATION TO EXISTING DECK 2, I Proposed Second Floor for the: THE RCONYS: ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHALL BE TEMPERED. 5.PROVIDE ALL NECESSARY MANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION. THE CONSTRUCTION TYPE RESIDENTIAL STRUCTURE %/ /19.6E%/in I p DESIGNATION SHALL BE 1// DJ Custom Homes 36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE RCONYS. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE 6"DIA. -I","11","111","IV"OR"V"TO TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT � yr y" //////20.13'%// NEW YORK STATE DEPARTME�NTOFHEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. REFLECTIVE INDICATE THE CONSTRUCTION PROPERTY REFERENCED TO THE LOWER RIGHT WILL ±28,0' PROPOSED 37. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO RED PANTONEq LASSIFICATION OF THE UTILIZE(CHECK EACH APPLICABLE LINE 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: STRUCTURE ) EXISTING 2 STORY I 1 STORY 4365 O aklawn Avenue Extension THE RCONYS.MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R10010F THE RCONYS. (PMS)#187 02 OF THE BCNYSR SECTION SIDE YARD j ADDITION I GARAGE N ±26.42' Southold New York 11971 TRUSS TYPE CONSTRUCTION(TT) W 1.PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR W I SETBACK j / EXISTING > > 38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION 8309 OF THE RCONYS: OPENINGS BETWEEN THE GARAGE AND ELECTIVE PRE-ENGINEERED WOOD CONSTRUCTION(PW) o ,, I ,, SIDE YARD o Town of Southold RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE. DUCTS IN 2.ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF TETE RCONYS.. HITE BO %12.71 % , 14.9'/ % 20.13 % SETBACK I v W THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE N "STROKE ❑ TIMBER CONSTRUCTION(TC) ° `Y'8 1.5'CANT'L 17 Z) County of Suffolk 3.COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OFT THERMOSTATS. CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. WHERE PARTITIONS � 1.5'CANTL � 1 STORY 2ND FLR � Z ARE USED TO SEPARATE VERTICALLY AN ATTACIIED GARAGE FROM A DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL fn Z HAVEA3/4 HOUR FIRE-RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE 4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. GNS IDENTIFYING THE IN THE FOLLOWING LOCATION(S) 2ND FLR " " > SCTM #: 1000 - 70 - 10 - 11 RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 5/8"THICK TYPE"X"GYPSUM BOARD. XISTIANCE OF TRUSS (CHECK ALL APPLICABLE): 6 6-0 x 4-0 Q ELECTRICAL: DESIGNATION FOR STONSTRUCTION SHALL I STOOP OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY Y I. ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITICHAPTER 34OFTHE RCONYS AND WITH THE NYS ENERGY CODE. COMPONENTS THAT ARE OF TRUSS CONSISTS OF A CIRCLE 6"IN FLOOR FRAMING,INCLUDING GIRDERS � U Issued: Approval VERTICAL SEPARATIONS. ❑ I REGULATIONS C405OFTHE NEW YORK STATE ENERGY CODE TYPE CONSTRUCTION DIAMETER,WITH A STROKE AND BEAMS(F) Z m 39. HABITABLE SPACES SHALL COMPLY WITH SECTION R303 OF THE RCONYS. N 0 F- I W F" FLOOR FRAMING,INCLUDING WIDTH OF 1/2".THE SIGN Cover Sheet 2.POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS, " _ W W 40. PROVIDE6MILPOLYEfIIYL1'NEVAPORBARRIERUNDERCONCRETESLABS. BACKGROUND SHALL BE ❑ ROOF FRAMING(R) � � AND ALL STATE AND LOCAL STANDARDS. GIRDERS AND BEAMS CV) p 41. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. REFLECCTIVE WHITE IN COLOR. DK W 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. " THE CICLE AND CONTENTS FLOOR FRAMING AND ROOF FRAMING(FR) Z W Q W SITE WORK: R" ROOF FRAMING >- J SHALL BE REFLECTIVE RED IN U Keri Kazel Architecture 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL I WIRING,INSTALLATION C FIXTURES "FR" FLOOR AND ROOF FRAMING COLOR, CONFORMING TO N 6° 12'00"E 112.50' AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. PANTONE MATCHING SYSTEM 412.5' 2 Windemere Court 2.LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED TREES 5.CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, (PMS)#1 87.WH ERE A SIGN IS P.O. Box 169 SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH 1"OF TREE DIAMETER, INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. DIRECTLY APPLIED TO A DOOR PLOT PLAN_ OAKLAW N AV E N U E SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED. THERE OR SIDELIGHT, IT MAY BEASpeonk,NY 11972 SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. Phone: 631-874-2925 6.PROVIDE ALL OUTLETS, PERMANENT NON-FADING SCALE: 1° = 20�-0�� I 3.EXCAVATE FOR FOOTINGS TOM[MMUMDEPTHS DHOWNONDRAWINGS. ENCOUNTERED SOIL TOBEUNDISTURBES,VIRGIN INSTALLATION. STICKER OR DECAL.SIGNS NOT Fax: 631-874-7377 w DIRECTLY APPLIED TO DOORS PLOT PLAN INFORMATION OBTAINED BY A keri@kazelarchitects.com SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQJARE FOOT. 7.ALL INTERIOR WIRE SMALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. OR SIDELIGHTS SHALL BE OF SURVEY PREPARED BY RODERICK VAN TUYL, 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITCHES 42"AFF. STURDY, NON-FADING, LICENSED LAND SURVEYORS; LOT AREA: 13,907 SF Date: August 23, 2022 ' WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FO)TING ELEVATIONS. WEATHER RESISTANT DATED MARCH 15, 1988 BUILDING AREA:2,747 SF 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE ELME USING 9.LABEL PANEL BOARD OF ALL CIRCUITS. MATERIAL. S.C.T.M.#: 1000-70-10-11 2,747 SF/13,907 SF= 19.8%>20% Date: June 6, 2022 PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGETO THE WALLS AND MEMBRANE 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT. WATERPROOFING. ADEQUATELY BRACE WALLS PRIOR TO BACKFILL. 11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDEDS Cale: AS noted 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON IN THE CONSTRUCTION DOCUMENTS. Al GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. , . Project No. SECTION AJ501 SECTION AJ601 AJ601.8.1.2 INTERCONNECTED. AJ601.12.2 ELECTRICAL SERVICE. NOTES: ALTERATIONS-LEVEL 1 ALTERATIONS-LEVEL 2 SMOKE ALARMS STALL NOT BE REQUIRED TO BE SERVICE TO DWELLING UNITS SHALL BE A MINIMUM OF 100 SECTION R314 SMOKE ALARMS ENERGY NOTES: INTERCONNECTED WHERE BATTERY OPERATED ALARMS ARE AMPERE.THREE-WIRE CAPACITY AND SERVICE EQUIPMENT R314.1 GENERAL. AJ501.1 SCOPE. AJ601.1 SCOPE. PERMITTED. SHALL BE DEAD FRONT HAVING NO LIVE PARTS EXPOSED SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. 1.ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 LEVEL 1 ALTERATIONS AS DESCRIBED IN SECTION AJ301 SHALL LEVEL 2 ALTERATION AS DESCRIBED IN SECTION AJ301 SHALL WHEREBY ACCIDENTAL CONTACT COULD BE MADE.TYPE"S" COMPLY WITH THE REQUIREMENTS OF THIS SECTION.LEVEL 1 COMPLY WITH THE REQUIREMENTS OF THIS SECTION. AJ601.8.2 CARBON MONOXIDE ALARMS. FUSES SHALL BE INSTALLED WHEN FUSED EQUIPMENT IS USED. R314.1.1 LISTINGS. INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION ALTERATIONS TO HISTORIC BUILDINGS SHALL COMPLY WITH THIS LEVEL 2 ALTERATIONS TO HISTORIC BUILDINGS SHALL COMPLY WHERE A LEVEL 2 ALTERATION IS MADE TO AN EXISTING EXCEPTION: EXISTING SERVICE OF 60 AMPERE, SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217. CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE SECTION, EXCEPT AS MODIFIED IN SECTION AJ901. WITH THIS SECTION, EXCEPT AS MODIFIED IN SECTION AJ901.THE DWELLING UNIT,THE DWELLING UNIT SHALL BE PROVIDED WITH THREE-WIRE CAPACITY,AND FEEDERS OF 30 AMPERE OR COMBINATION SMOKE AND CARBON MONOXIDE ALARMS PERMITTED TO DETERMINE AN ENERGY EFFICIENCY REQUIREMENTS OF THIS SECTION ARE LIMITED TO WORK AREAS CARBON MONOXIDE ALARMS THAT COMPLY WITH THE LARGER TWO-OR THREE-WIRE CAPACITY SHALL BE SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED AJ501.2 CONFORMANCE.AN EXISTING BUILDING OR PORTION IN WHICH LEVEL 2 ALTERATIONS ARE BEING PERFORMED,AND REQUIREMENTS FOR NEW CONSTRUCTION. ACCEPTED IF ADEQUATE FOR THE ELECTRICAL LOAD BEING BY THIS CODE. THEREOF SHALL NOT BE ALTERED SUCH THAT THE BUILDING SHALL APPLY BEYOND THE WORK AREA WHERE SPECIFIED. EXCEPTIONS: SERVED. R314.2 WHERE REQUIRED. BECOMES LESS SAFE THAN ITS EXISTING CONDITION. 1.ALTERATIONS INVOLVING THE EXTERIOR SURFACES OF SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH THIS 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY EXCEPTION.WHERE THE CURRENT LEVEL OF SAFETY OR AJ601.2 ALTERATION LEVEL 1 COMPLIANCE. IN ADDITION TO THE BUILDINGS, SUCH AS THE REPLACEMENT OF ROOFING OR AJ601.12.2.1 CLEARANCE. SECTION. THE BUILDER OR OTHER APPROVED PARTY AND POSTED ON SANITATION IS PROPOSED TO BE REDUCED,THE PORTION REQUIREMENTS OF THIS SECTION,ALL WORK SHALL COMPLY SIDING,OR THE ADDITION OR REPLACEMENT OF WINDOWS CLEARANCE FOR ELECTRICAL SERVICE EQUIFMENT SHALL BE A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A ALTERED SHALL CONFORM TO THE REQUIREMENTS OF THIS WITH THE REQUIREMENTS OF SECTION AJ501. OR DOORS. PROVIDED IN ACCORDANCE WITH SECTION E3405. R314.2.1 NEW CONSTRUCTION. CODE. 2. INSTALLATION OF, OR ALTERATION TO, PLUMBING OR SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS. UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE AJ601.3 COMPLIANCE. MECHANICAL SYSTEM, OTHER THAN FUEL-BURNING AJ601.12.3 GROUND-FAULT AND ARC-FAULT BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL, THE SYMBOL LEGEND AJ501.3 FLOOD HAZARD AREAS. ALL NEWLY CONSTRUCTED ELEMENTS, COMPONENTS,SYSTEMS APPLIANCES. CIRCUIT-INTERRUPTER PROTECTION. R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE IN FLOOD HAZARD AREAS,ALTERATIONS THAT CONSTITUTE AND SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THIS GROUND-FAULT AND ARC-FAU IT CIRCUIT-INTERRUPTER EXISTING DWELLINGS UNDERGOING REPAIR,ALTERATION, CHANGE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE SUBSTANTIAL IMPROVEMENT SHALL REQUIRE THAT THE BUILDING CODE. AJ601.8.2.1 NEW OR RELOCATED FUEL-BURNING APPLIANCE. PROTECTION SHALL BE PROVIDED ON NEWLY INSTALLED OF OCCUPANCY,ADDITION OR RELOCATION SHALL BE PROVIDED DISCONNECT LABEL OR OTHER REQUIRED LABELS. I I I-1 I I=ll 1 I IL EARTH COMPLY WITH SECTION R322 OF THIS CODE. EXCEPTIONS: WHEN A NEW FUEL-BURNING APPLIANCE IS ADDED TO, INSTALLED RECEPTACLE OUTLETS AS REQUIRED BY SECTION E3902. WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. I=III=I I I=I I 1.SPACE CREATED IN BASEMENTS MAY HAVE A CEILING IN, OR ATTACHED TO AN EXISTING DWELLING UNIT, OR WHERE AN 3.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER THAT PROJECTS TO WITHIN 6 FEET 8 INCHES(2032 MM)OF EXISTING FUEL-BURNING APPLIANCE IS RELOCATED TO A AJ601.12.4 ADDITIONAL ELECTRICAL REQUIREMENTS. POURED CONCRETE AJ501.4 BUILDING ELEMENTS AND MATERIALS. R314.2.3 ATTACHED GARAGES. ; STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE , :.; BUILDING ELEMENTS AND MATERIALS USED FOR ALTERATIONS- THE FINISHED FLOOR:AND BEAMS, GIRDERS AND DUCTS IN DIFFERENT ROOM OR SPACE IN AN EXISTING DWELLING UNIT, WHEN THE WORK AREA INCLUDES ANY OF THE FOLLOWING HEAT DETECTION RATED FOR THE AMBIENT OUTDOOR =-`? ' '' OR 8" CMU BLOCK SUCH SPACE OR OTHER OBSTRUCTIONS MAY PROJECT TO THE UNIT SHALL BE PROVIDED WITH ADDITIONAL CARBON AREAS WITHIN A DWELLING UNIT,THE REQUIREMENTS OF INSULATION ON THE SURROUNDING SURFACES. r�` LEVEL 1 SHALL COMPLY WITH THIS SECTION. TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE WITHIN 6 FEET 4 INCHES(1930 MM)OF THE FINISHED MONOXIDE ALARM TO ACCOMMODATE THE NEW OR RELOCATED SECTIONS AJ608.5.1 THROUGH AJ608.5.3 SHALL APPLY. ATTACHED TO OR LOCATED WITHIN WITHIN NEW AND EXISTING EXISTING STUD WALL AJ501.4.1 INTERIOR FINISHES. FLOOR. EXISTING FINISHED CEILING HEIGHTS IN SPACES IN FUEL-BURNING APPLIANCE.THE SELECTION, DESIGN, DWELLINGS. HEAT DETECTION SHALL BE INSTALLED IN A CENTRAL 4. INSTALLATION-THE COMPONENTS OF THE BUILDING ALL NEWLY INSTALLED INTERIOR FINISHES SHALL COMPLY WITH BASEMENTS SHALL NOT BE REDUCED. AND LOCATION OF THE ADDITIONAL CARBON MONOXIDE ALARMS AJ601.12.4.1 ENCLOSED AREAS. LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE TO REMAIN THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF 2.EXISTING STAIRS NOT OTHERWISE BEING ALTERED STALL COMPLY WITH THE REQUIREMENTS FOR NEW ALL ENCLOSED AREAS OTHER THAN CLOSETS, KITCHENS, INSTRUCTIONS. WITH THE CRITERIA LISTED IN TABLE N1102.4.1.1 (R402.4.1.1) EXISTING STUD WALL CHAPTER 3 OF THIS CODE. SHALL BE PERMITTED TO MAINTAIN THEIR CURRENT CLEAR CONSTRUCTION. BASEMENTS. GARAGES. HALLWAYS, LAUNDRY AREAS AND EXCEPTION: HEAT DETECTION IS NOT REQUIRED IN DWELLINGS WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD --------� WIDTH AT,ABOVE,AND BELOW EXISTING HANDRAILS. BATHROOMS SHALL HAVE A MINIMUM OF TWO DUPLEX WITHOUT COMMERCIAL POWER. PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY TO BE REMOVED AJ501.4.2 MATERIALS AND METHODS. 3.EXISTING STAIRS NOT OTHERWISE BEING ALTERED AJ601.8.2.2 POWER SUPPLY AND INTERCONNECTION. RECEPTACLE OUTLETS,OR ONE DUPLEX RECEPTACLE OUTLET COMPLIANCE. ALL NEW WORK SHALL COMPLY WITH MATERIALS AND METHODS SHALL BE PERMITTED TO MAINTAIN THEIR CURRENT RISER CARBON MONOXIDE ALARMS POWERED BY A 10-YEAR AND ONE CEILING OR WALL TYPE LIGHTING OUTLET. R314.3 LOCATION. NEW 2X 4 OR 2X 6 REQUIREMENTS OF THIS CODE. HEIGHTS AND TREAD DEPTHS. BATTERY SHALL BE ALLOWED AND INTERCONNECTION OF SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 5.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED STUD WALL @ 16" O.C. 4. HEADROOM HEIGHT ON EXISTING STAIRS BEING ALTERED ALARMS STALL NOT BE REQUIRED IN: AJ601.12.4.2 KITCHEN AND LAUNDRY AREAS. 1. IN EACH SLEEPING ROOM. AJ501.4.3 REPLACEMENT DOOR AND WINDOW DIMENSIONS. SHALL NOT BE REDUCED BELOW THE EXISTING STAIRWAY 1.WORK AREAS WHERE THE ALTERATION DOES NOT KITCHEN AREAS SHALL HAVE A MINIMUM OF TWO DUPLEX 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN JOISTS MINOR REDUCTIONS 1N THE CLEAR OPENING DIMENSIONS OF FINISHED HEADROOM.EXISTING STAIRS NOT OTHERWISE RESULT IN THE REMOVAL OR EXPOSURE OF INTERIOR WALL RECEPTACLE OUTLETS. LAUNDRY AREAS SHALL HAVE A MINIMUM VICINITY OF THE BEDROOMS. CZ 4A, 5, TESTING SHALL BE CONDUCTED BY AN @ 16' JOISTS ABOVE REPLACEMENT DOORS AND WINDOWS THAT RESULT FROM THE BEING ALTERED SHALL BE PERMITTED TO MAINTAIN THE OR CEILING FINISHES THAT REVEAL THE STRUCTURE, OF ONE DUPLEX RECEPTACLE OUTLET LOCATED NEAR THE 3.ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING APPROVEDD THIRD PARTY. USE OF DIFFERENT MATERIALS SHALL BE ALLOWED. CURRENT FINISHED HEADROOM. UNLESS THERE IS AN ATTIC,CRAWL SPACE, BASEMENT, OR LAUNDRY EQUIPMENT AND INSTALLED ON AN INDEPENDENT BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL 5 SECTION / DETAIL 5.LANDINGS FOR EXISTING STAIRS NOT OTHERWISE BEING SIMILAR SPACE AVAILABLE THAT COULD PROVIDE ACCESS CIRCUIT. SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING 6. DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE A5 AJ501.4.3.1 REPLACEMENT WINDOWS. ALTERED SHALL BE PERMITTED TO MAINTAIN THEIR FOR POWER AND INTERCONNECTION WITHOUT THE UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR INSULATED TO A MINIMUM OF R-8 FOR DUCTS 3" DIAMETER THE REPLACEMENT OF EMERGENCY ESCAPE AND RESCUE CURRENT WIDTH. REMOVAL OF SUCH INTERIOR FINISHES. AJ601.12.4.3 BATHROOM, HALLWAYS, STAIRWAYS,ATTACHED AND BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON OR GREATER, AND R-6 FOR DUCTS LESS THAN 3" IN S-1 OPENING WINDOWS IN CONFORMANCE WITH THE CODE IN EFFECT 2.EXISTING PORTIONS OF A DWELLING UNIT THAT ARE DETACHED GARAGES. THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWERA5 BUILDING SECTION AT THE TIME OF CONSTRUCTION SHALL NOT REQUIRE COMPLIANCE AJ601.4 NONCONFORMITIES. PROVIDED WITH ADDITIONAL CARBON MONOXIDE ALARMS AT LEAST ONE LIGHTING OUTLET SHALL BE PROVIDED IN EVERY DIAMETER. EXCEPT DUCTS THAT ARE LOCATED LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. WITH SECTION R310. THE WORK PERFORMED SHALL NOT INCREASE THE EXTENT OF AS REQUIRED BY AJ601.8.2.1 AND DWELLING UNITS BATHROOM, HALLWAY, STAIRWAY,ATTACHED GARAGE AND STORY BELOW THE UPPER LEVEL. NONCOMPLIANCE WITH THE REQUIREMENTS OF THIS CODE OR WITHOUT COMMERCIAL POWER. DETACHED GARAGE WITH ELECTRIC POWER TO ILLUMINATEWINDOW 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET(914 - -- AJ501.4.4 REROOFING. CREATE NONCONFORMITY WITH THOSE OUTDOOR ENTRANCES AND EXITS,AND IN UTILITY ROOMS AND MM)HORIZONTALLY FROM THE DOOR OR OPENING OF A 6A. DUCT SEALING- DUCTS, AIR HANDLERS AND FILTER WHERE ALTERATION WORK INCLUDES RECOVERING OR REPLACING REQUIREMENTS WHICH DID NOT PREVIOUSLY EXIST. AJ601.8.3 AUTOMATIC SPRINKLER SYSTEMS. BASEMENTS WHERE THESE SPACES ARE USED FOR STORAGE OR BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS BOXES SHALL BE SEALED. AN EXISTING ROOF COVERING,THE PROVISIONS OF THIS SECTION AN EXISTING ATTIC MAY BE ALTERED TO CREATE A HABITABLE CONTAIN EQUIPMENT REQUIRING SERVICE. WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY - - - - - ELEMENTS ABOVE SHALL APPLY. REROOFING SHALL BE IN ACCORDANCE WITH AJ601.5 FLOOD HAZARD AREAS. ATTIC ABOVE THE SECOND STORY ABOVE GRADE PLANE THIS SECTION. 7. DUCT TESTING- DUCTS SHALL BE PRESSURE TESTED TO SECTION R908 IN UBSOOD TANTIAAZARD AREAS,LIMPROVEMENT HALLIONS THAT REQUIRE THAT THE TE WITHOUT REQUIRING THE SYSTEM THROUGHOUT THE ENTIRE DION OF A SPRINKLER DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. DWELLING, PROVIDED ALL OF SECTION 8310 EMERGENCY R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. - GIRDER / HEADER ABOVE AJ501.5 MEANS OF EGRESS. BUILDING COMPLY WITH SECTION R322 OF THIS CODE. THE FOLLOWING CONDITIONS ARE MET: ESCAPE AND RESCUE OPENINGS SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR MEANS OF EGRESS FOR BUILDINGS UNDERGOING ALTERATION 1.THE HABITABLE ATTIC AND ITS MEANS OF EGRESS TO LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE PLENUMS. SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 702 OF THE AJ601.6 BUILDING ELEMENTS AND MATERIALS. THE EXTERIOR ARE EQUIPPED WITH A LIMITED AREA R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. ALARM IN A LOCATION REQUIRED BY SECTION R314.3. ® POST DOWN PROPERTY MAINTENANCE CODE OF NEW YORK STATE. BUILDING ELEMENTS AND MATERIALS USED FOR ALTERATIONS- SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM 1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS LEVEL 2 SHALL COMPLY WITH THIS SECTION. NFPA 13D OR SECTION P2904 OF THIS CODE. SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE THAN 20 FEET(6096 MM)HORIZONTALLY FROM A PERMANENTLY 9• MECHANICAL SYSTEM PIPING INSULATION CARRYING INTERCONNECTED COMBINATION AJ501.6 FIRE AND LIFE SAFETY PROTECTION 2.THE HABITABLE ATTIC IS PROVIDED WITH EMERGENCY INSTALLED COOKING APPLIANCE. FLUIDS> 105 F DEGREES OR< 55F DEGREES SHALL <� SD SMOKE AND CARBONMONOXIDE ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE AJ601.6.1 SEPARATION REQUIRED. ESCAPE AND RESCUE OPENINGS, MEETING THE AND RESCUE OPENING.WHERE BASEMENTS CONTAIN ONE OR BE INSULATED WITH R-3 MINIMUM. ( X ALTERATIONS DETECTORS AS PER R314 OF THE MORE SLEEPING ROOMS,AN EMERGENCY ESCAPE AND 2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING LEVEL OF FIRE PROTECTION PROVIDED AND SHALL COMPLY WITH WHERE THE WORK AREA IS IN A TWO-FAMILY DWELLING OR REQUIREMENTS OF SECTION R310 OF THIS CODE. RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FEET(3048MM) RCONYS AND 915 OF THE IFCONYS THIS SECTION. MULTIPLE SINGLE-FAMILY DWELLING(TOWNHOUSE)AND 3.THE ENTIRE DWELLING IS EQUIPPED WITH A FIRE ALARM EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING 10. MECHANICAL VENTILATION -SHALL MEET THE EXCEEDS 50 PERCENT OF THE AGGREGATE AREA OF THE SYSTEM IN COMPLIANCE WITH SECTION R314.7 OF THIS DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT APPLIANCE. REQUIREMENTS OF THE IRC/IMC. AJ501.6.1 SMOKE ALARMS. DWELLING UNIT,ALL WALLS SEPARATING DWELLING UNITS THAT CODE AND MONITORED BY AN APPROVED SUPERVISING 3.PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR OPENS TO A PUBLIC WAY. WHEN INTERIOR ALTERATIONS OCCUR IN EXISTING DWELLINGS, ARE NOT CONTINUOUS FROM THE FOUNDATION TO THE STATION IN ACCORDANCE WITH NFPA 72. LESS THAN 6 FEET 1828 MM HORIZONTALLY FROM A MAINTAINING JOB SITE SAFETY DURING THIS PHASE EXCEPTION: ( ) 11. EQUIPMENT SIZING-PER ACOA MANUALS BASED ON PERMANENTLY INSTALLED COOKING APPLIANCE. FE WORK&SHALL COMPLY WITH ALL APPLICABLE THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH SMOKE UNDERSIDE OF THE ROOF SHEATHING SHALL BE CONSTRUCTED 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACOA FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS;THE SMOKE TO PROVIDE A CONTINUOUS FIRE SEPARATION USING AJ601.9 STRUCTURAL. MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR ALARMS SHALL BE INTERCONNECTED IN ACCORDANCE WITH CONSTRUCTION MATERIALS CONSISTENT WITH THE EXISTING THE MAXIMUM DESIGN CRITERIA FOR EXISTING PORTIONS OF AREA OF 200 SQUARE FEET(18.58 M2). R314.4 INTERCONNECTION. MANUAL J OR OTHER APPROVED HEATING AND COOLING BUT NOT LIMITED TO BUILDING CODES,OSHA SECTION R314.4. WALL OR COMPLYING WITH THE REQUIREMENTS FOR NEW THE STRUCTURE SHALL BE THE LOADS APPLICABLE WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE CALCULATION METHODOLOGIES AS PROVIDED BY A THIRD REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS S STRUCTURES.WORK SHALL ONLY BE REQUIRED TO BE AT THE TIME THE BUILDING WAS CONSTRUCTED. PROVIDED THAT 2.WHERE THE DWELLING TOWNHOUSE EQUIPPED WITH EXCEPTION: IN OTHER THAN BED AND BREAKFAST AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE PARTY HERS RATER IF REQUIRED. MATERIAL REMOVAL&DISPOSAL. DWELLINGS,SMOKE ALARMS IN EXISTING AREAS SHALL NOT PERFORMED ON THE SIDE OF THE WALL OF THE DWELLING UNIT NO DANGEROUS CONDITION IS CREATED.STRUCTURAL ACCORDANCE WITH SECTION P2904, SLEEPING ROOMS IN WITH SECTION R314.3,THE ALARM DEVICES SHALL BE BE REQUIRED TO BE INTERCONNECTED AND HARD WIRED THAT IS PART OF THE WORK AREA. ELEMENTS WHICH ARE UNCOVERED DURING THE COURSE OF INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE 12. LIGHTING-NOT LESS THAN 90% OF THE PERMANENTLY THE CONTRACTOR SHALL INDEMNIFY&HOLD EXCEPTION:WHERE ALTERATIONS OR REPAIRS DO NOT THE ALTERATION AND WHICH ARE FOUND TO BE UNSOUND OR BASEMENTS SHALL NOT BE REQUIRED TO HAVE EMERGENCY HARMLESS THE OWNER,THE ARCHITECT,AND WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY THEIR AGENTS&EMPLOYEES FROM AND AGAINST REMOVED TO EXPOSE THE STRUCTURE. RESULT IN THE REMOVAL OF WALL OR CEILING FINISHES DANGEROUS SHALL BE MADE TO COMPLY WITH THE APPLICABLE BASEMENT HAS ONE OF THE FOLLOWING: DWELLING UNIT.PHYSICAL INTERCONNECTION OF SMOKE ALARMS HIGH-EFFICACY LAMPS. EXPOSING THE STRUCTURE,WALLS ARE NOT REQUIRED TO REQUIREMENTS OF THIS CODE. AJ501.6.1.1 POWER SOURCE.SMOKE ALARMS SHALL BE PERMITTED BE CONTINUOUS THROUGH CONCEALED FLOOR SPACES. 2.1 ONE MEANS OF EGRESS COMPLYING WITH SECTION SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ARISING OUT OF OR RESULTING FROM ANY OF THE AJ601.9.1 INCREASED LOADS. R311 AND ONE EMERGENCY ESCAPE AND RESCUE 13. ALL HVAC, PLUMBING&ELECTRICAL SYSTEMS SHALL ITEMS LISTED ABOVE. TO BE BATTERY OPERATED WHEN INSTALLED IN BUILDINGS OPENING. ALARM. WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL AJ601.6.2 WALL AND CEILING FINISH. WHERE ALTERATION WORK INCLUDES INSTALLATION OF EXCEPTION:SMOKE ALARMS AND ALARMS INSTALLED TO MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, POWER SYSTEM,OR IN BUILDINGS WHERE EXISTING INTERIOR WHERE THE WORK AREA EXCEEDS SO PERCENT OF THE 2.2 TWO MEANS OF EGRESS COMPLYING WITH SECTION ADDITIONAL EQUIPMENT THAT IS STRUCTURALLY SUPPORTED BY SATISFY SECTION R314.4.1 SHALL NOT BE REQUIRED TO BE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL THE CONTRACTOR SHALL VERIFY ALL FIELD WALL OR CEILING FINISHES ARE NOT REMOVED TO EXPOSE THE AGGREGATE AREA OF THE DWELLING,THE INTERIOR FINISH OF THE BUILDING OR RECONFIGURATION OF SPACE SUCH THAT R311. INTERCONNECTED TO EXISTING SMOKE ALARMS WHERE SUCH ENERGY CONSERVATION CODE. IT SHALL BE THE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY STRUCTURE. WALLS AM CEILINGS IN ANY WORK AREA SHALL COMPLY WITH PORTIONS OF THE BUILDING BECOME SUBJECTED TO HIGHER EXISTING SMOKE ALARMS ARE NOT INTERCONNECTED OR RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE THE REQUIREMENTS OF SECTION R302.9.ALL EXISTING INTERIOR DEAD OR LIVE LOADS.ALL STRUCTURAL MEMBERS AFFECTED BY DEVICES. OPERATIONAL CONSTRAINTS AND OPENING CONTROLES. WHERE SUCH EXISTING SMOKE ALARMS OR ALARM IS NOT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. AJ501.6.1.2 INTERCONNECTION. FINISH MATERIALS THAT DO NOT COMPLY WITH THOSE SUCH INCREASE SHALL MEET THE LOAD REQUJ.REMENTS DEVIC SMOKE ALARMS SHALL NOT BE REQUIRED TO BE INTERCONNECTED REQUIREMENTS SHALL BE REMOVED OR SHALL BE TREATED OF THIS CODE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE CAPABLE OF BEING INTERCONNECTED TO THE EXISTING SMOKE WRITTEN STATEMENTS OF THE MECHANICAL, OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE ALARMS. AIR CONDITIONING,VENTILATION. HEATING SYSTEMS ( NEW, THE ARCHITECT SHALL BE HELD HARMLESS BY ANY WHERE BATTERY OPERATED ALARMS ARE PERMITTED. WITH AN APPROVED FIRE RETARDANT COATING IN ACCORDANCE EXCEPTION:STRUCTURAL ELEMENTS WHOSE STRESS IS AGENCY FOR ANY ERRORS&OMISSIONS"ON WITH THE MANUFACTURER'S INSTRUCTIONS TO SECURE NOT INCREASED BY MORE THAN 5 PERCENT. OF KEYS,TOOLS OR SPECIAL KNOWLEDGE.WINDOW OPENING EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL THESE DOCUMENTS. CONTROL DEVICES ON WINDOWS SERVING AS A REQUIRED R314.4.1 HEAT DETECTION INTERCONNECTION. AJ501.7 STRUCTURAL COMPLIANCE WITH THE REQUIREMENTS OF THIS SECTION. ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPT. EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR SMOKE WHERE ALTERATION WORK INCLUDES REPLACEMENT OF AJ601.9.2 REDUCTION OF STRENGTH. ALARM THAT IS INSTALLED IN THE DWELLING UNIT.ALARMS AND THE CONTRACTOR IS SOLEY RESPONSIBLE FOR EQUIPMENT THAT IS SUPPORTED BY THE BUILDING,THE AJ601.6.3 GUARDS. WITH ASTM F2090. ALTERATIONS SHALL NOT REDUCE THE STRUCTURAL STRENGTH 14. R501.1.1 ADDITIONS,ALTERATIONS OR REPAIRS: "METHODS&MEANS"OF CONSTRUCTION. THE STRUCTURAL PROVISIONS OF THIS SECTION SHALL APPLY. IN WORK AREAS, GUARDS DESIGNED AND INSTALLED IN OR STABILITY OF THE BUILDING, STRUCTURE OR ANY INDIVIDUAL SMOKE ALARMS THAT ARE INSTALLED FOR THIS PURPOSE SHALL BE .GENERALADDITIONS,ALTERATIONS OR REPAIRS TO AN ARCHITECT IS NOT RESPONSIBLE FOR FIELD R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. LOCATED IN A HALLWAY, ROOM OR OTHER LOCATION THAT WILL ACCORDANCE WITH SECTION R312 SHALL BE PROVIDED ON MEMBER THEREOF. PROVIDE OCCUPANT NOTIFICATION. EXISTING BUILDING, BUILDING SYSTEM OR PORTION SUPERVISION. AJ501.7.1 DESIGN CRITERIA. EVERY OPEN PORTION OF A FLOOR, STAIR, LANDING, PORCH, EXCEPTION:SUCH REDUCTION SHALL BE ALLOWED AS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THEREOF SHALL COMPLY WITH SECTION R502, R503 OR EXISTING STRUCTURAL COMPONENTS SUPPORTING ALTERATION DECK, PORCH OR DECK ENCLOSED WITH INSECT SCREENING. LONG AS THE STRENGTH AND THE STABILITY OF THE MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. R314.5 COMBINATION ALARMS. R504. UNALTERED PORTIONS OF THE EXISTING BUILDING OR WORK SHALL COMPLY WITH THIS SECTION. OR BALCONY THAT IS MORE THAN 30 INCHES (762 MM)ABOVE BUILDING ARE NOT REDUCED TO BELOW THE LEVELS R310.2.1 MINIMUM OPENING AREA. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO THE FLOOR OR GRADE BELOW,OR WHERE THE EXISTING REQUIRED BY THIS CODE. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. COMPLY WITH THIS CODE. AJ501.7.1.1 REPLACEMENT OF EQUIPMENT. GUARDS ARE JUDGED TO BE IN DANGER OF COLLAPSING. ,��RED CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 _ y� WHERE REPLACEMENT OF EQUIPMENT RESULTS IN ADDITIONAL AJ601.9.3 NEW STRUCTURAL MEMBERS. R314.6 POWER SOURCE. \ 0 AN k >` DEAD LOADS, STRUCTURAL COMPONENTS SUPPORTING SUCH AJ601.7 MEANS OF EGRESS. NEW STRUCTURAL MEMBERS IN ALTERATIONS. INCLUDING M2).THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS 15. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE �( Ile �Oa SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE EQUIPMENT SHALL COMPLY WITH THE LOAD REQUIREMENTS OF THE MEANS OF EGRESS IN WORK AREAS WHERE ALTERATIONS CONNECTIONS AND ANCHORAGE,SHALL COMPLY WITH THIS BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A PROVIDED FOR EACH SEPARATE HEATING AND COOLING THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE THIS CODE. ARE BEING PERFORMED SHALL COMPLY WITH THE CODE. COMMERCIAL SOURCE AND,WHERE PRIMARY POWER IS SYSTEM IN ACCORDANCE WITH SECTION N1103.1.1 CONTROL - EXCEPTION: BUILDINGS CONSTRUCTED IN ACCORDANCE REQUIREMENTS OF THIS SECTION. INSIDE.THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL BE NOT INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY.WIRING SYSTEMS. A = WITH THIS CODE AND WHERE THE ADDITIONAL DEAD LOAD AJ601.10 MECHANICAL. LESS THAN 20 INCHES(508 MM). SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH " FROM THE EQUIPMENT IS NOT INCREASED BY MORE THAN 5 AJ601.7.1 EXIT DOORS. ALTERATIONS TO ANY MECHANICAL SYSTEM SHALL CONFORM TO EXCEPTION:GRADE FLOOR OR BELOW GRADE OPENINGS OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. 16. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE 0� 1 PERCENT. EXIT DOORS IN ANY WORK AREA SHALL COMPLY WITH SECTION THE REQUIREMENTS OF CHAPTER 12 FOR A NEW MECHANICAL EXCEPTIONS: AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE �� 9743- �O R311.1 AND R311.2. SYSTEM WITHOUT REQUIRING THE EXISTING MECHANICAL SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 O SQUARE FEET(0.465 M2). 1.SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY R402.4.1.1.APPLY A FRESH BEAD OF CAULK TO THE TOP AND F NE AJ501.7.2 REROOFING STRUCTURAL AND CONSTRUCTION LOADS. SYSTEM TO COMPLY WITH ALL THE REQUIREMENTS OF OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT THE STRUCTURAL ROOF COMPONENTS SHALL BE CAPABLE OF AJ601.7.2 HANDRAILS. THIS CODE.ALTERATIONS SHALL NOT CAUSE AN EXISTING WHERE COMMERCIAL POWER. BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING .2 WINDOW SILL HEIGHT. SUPPORTING THE ROOF COVERING SYSTEM AND THE MATERIAL EVERY STAIRWAY HAVING FOUR OR MORE RISERS FROM A WORK MECHANICAL SYSTEM TO BECOME UNSAFE, HAZARDOUS OR INTERIOR GYPSUM WALL BOARD. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND 2.SMOKE ALARMS INSTALLED IN ACCORDANCE WITH SECTION AND EQUIPMENT LOADS THAT WILL BE ENCOUNTERED DURING AREA FLOOR SHALL BE PROVIDED WITH HANDRAILS DESIGNED OVERLOADED. RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT R314.2.2 SHALL BE PERMITTED TO BE BATTERY POWERED. INSTALLATION OF THE ROOF COVERING SYSTEM. AND INSTALLED IN ACCORDANCE WITH SECTION R311.7.8. AJ601.10.1 RECONFIGURED SPACES. MORE THAN 44 INCHES(1118 MM)ABOVE THE FLOOR;WHERE THE R314.7 FIRE ALARM SYSTEMS. Proposed Second Floor for the: SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A AJ601.7.3 EMERGENCY ESCAPE AND RESCUE OPENINGS. MECHANICALLY VENTILATED RECONFIGURED SPACES SHALL p AJ501.8 MECHANICAL. 3. FIRE ALARM SYSTEMS SHALL BE PERMITTED TO BE USED IN LIEU OF WINDOW WELL IN ACCORDANCE WITH SECTION R310.2. ALTERATIONS TO ANY MECHANICAL SYSTEM SHALL CONFORM TO AN EMERGENCY ESCAPE AND RESCUE OPENING COMPLYING COMPLY WITH SECTION M1505 AS APPLICABLE. SMOKE ALARMS AND SHALL COMPLY WITH SECTIONS DJ Custom Homes THE REQUIREMENTS OF CHAPTER 12 OF THIS CODE FOR NEW WITH SECTION R310 SHALL BE PROVIDED IN EXISTING R310.2.3 WINDOW WELLS. R314.7.1 THROUGH R314.7.4. MECHANICAL SYSTEM WITHOUT REQUIRING THE EXISTING BASEMENTS UNDERGOING A RECONFIGURATION OF SPACE TO AJ601.11 PLUMBING. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS 4365 Oaklawn Avenue Extension MECHANICAL SYSTEM TO COMPLY WITH ALL OF THE CREATE HABITABLE SPACE. ALTERATIONS TO ANY PLUMBING SYSTEM SHALL CONFORM TO THAN 9 SQUARE FEET(0.9 M2),WITH A HORIZONTAL R314.7.1 GENERAL. REQUIREMENTS OF THIS CODE. THE REQUIREMENTS FOR A NEW PLUMBING SYSTEM WITHOUT PROJECTION AND WIDTH OF NOT LESS THAN 36 INCHES(914 MM). FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF THIS Southold, New York 11971, AJ601.8 FIRE AND LIFE SAFETY PROTECTION.ALTERATIONS REQUIRING THE EXISTING PLUMBING SYSTEM TO COMPLY WITH THE AREA OF THE WINDOW WELL SHALL ALLOW THE CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT Town of Southold AJ501.9 PLUMBING. SHALL BE DONE IN A MANOR THAT MAINTAINS THE LEVEL OF FIRE ALL THE REQUIREMENTS OF THIS CODE.ALTERATIONS EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. PROVISIONS OF NFPA 72.SMOKE DETECTORS SHALL BE LISTED IN ALTERATIONS TO ANY PLUMING SYSTEM SHALL CONFORM TO THE PROTECTION PROVIDED AND SHALL COMPLY WITH THIS SECTION. SHALL NOT CAUSE AN EXISTING SYSTEM TO BECOME UNSAFE„ EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION ACCORDANCE WITH UL 268. County of Suffolk REQUIREMENTS FOR A NEW PLUMBING SYSTEM WITHOUT UNSANITARY, OR OVERLOADED. REQUIRING THE EXISTING PLUMBING SYSTEM TO COMPLY WITH ALL AJ601.8.1 SMOKE ALARMS. R310.2.3.1 SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE REQUIRED DIMENSIONS OF R314.7.2 LOCATION. SCTM #: 1��� - 7U - 1� - 11 THE REQUIREMENTS OF THIS CODE. WHEN INTERIOR ALTERATIONS OCCUR,OR WHEN ONE OR MORE AJ601.11.1 INCREASED DEMAND. THE WINDOW WELL. SMOKE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING WHERE ANY ALTERATION SUBJECTS ANY PORTION OF AN SPECIFIED IN SECTION R314.3. AJ501.9.1 MATERIALS. DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE EXISTING PLUMBING SYSTEM TO INCREASED LOADS, SUCH Issued: Approval THE FOLLOWING PLUMBING MATERIALS AND SUPPLIES SHALL NOT PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR PORTION SHALL BE MADE TO COMPLY WITH CHAPTERS 25 R310.2.3.1 LADDER AND STEPS. R314.7.3 PERMANENT FIXTURE. BE USED: NEW DWELLINGS;THE SMOKE ALARMS SHALL BE THROUGH 33. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 WHERE A HOUSEHOLD FIRE ALARM SYSTEM IS INSTALLED, IT SHALL 1.ALL-PURPOSE SOLVENT CEMENT, UNLESS LISTED FOR THE INTERCONNECTED IN ACCORDANCE WITH SECTION R314.4. INCHES(1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY BECOME A PERMANENT FIXTURE OF THE OCCUPANCY, OWNED Code Notes SPECIFIC APPLICATION; EXCEPTION: IN OTHER THAN BED AND BREAKFAST AJ601.12 ELECTRICAL. AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE BY THE HOMEOWNER. 2. FLEXIBLE TRAPS AND TAILPIECES, UNLESS LISTED FOR DWELLINGS, SMOKE ALARMS IN EXISTING AREAS SHALL ANY ALTERATION TO AN EXISTING ELECTRICAL SYSTEM FULLY OPEN POSITION.LADDERS OR STEPS REQUIRED BY THIS Architecture p THE SPECIFIC APPLICATION;AND NOT BE REQUIRED TO BE INTERCONNECTED AND HARD RELATING TO WORK DONE IN ANY WORK AREA SHALL BE SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS R314.7.4 COMBINATION DETECTORS. Keri Ka Zel 111 C�11teCtlir`i 3.SOLDER HAVING MORE THAN 0.2-PERCENT LEAD IN THE WIRED WHERE INTERIOR WALL OR CEILING FINISHES ARE MADE IN CONFORMITY WITH THE PROVISIONS OF CHAPTERS 34 R311.7 AND R311.8. LADDERS OR RUNGS SHALL HAVE AN COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL REPAIR OF POTABLE WATER SYSTEMS. NOT REMOVED TO EXPOSE THE STRUCTURE. THROUGH 43. INSIDE WIDTH OF NOT LESS THAN 12 INCHES(305 MM), SHALL BE PERMITTED TO BE INSTALLED IN FIRE ALARM SYSTEMS IN 2 Windemere Court PROJECT NOT LESS THAN 3 INCHES (76 MM)FROM THE WALL LIEU OF SMOKE DETECTORS, PROVIDED THAT THEY ARE LISTED IN P.O. Box 169 AJ501.9.2 WATER CLOSET REPLACEMENT. AJ601.8.1. POWER SOURCE. AJ601.12.1 INCREASED LOADS. AND SHALL BE SPACED NOT MORE THAN 18 INCHES(457 MM)ON ACCORDANCE WITH UL 268 AND UL 2075. WHEN ANY WATER CLOSET IS REPLACED,THE REPLACEMENT SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY WHERE ALTERATIONS SUBJECT PORTIONS OF EXISTING CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW Speonk,NY 11972 WATER CLOSET SHALL COMPLY WITH SECTION P2903.2. OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT ELECTRICAL SYSTEMS TO INCREASED LOADS,SUCH PORTIONS WELL. Phone: 631-874-2925 COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER SHALL BE MADE TO COMPLY WITH CHAPTER 34 THROUGH Fax: 631-874-7377 AJ501.10 ELECTRICAL. SYSTEM,OR IN BUILDINGS WHERE EXISTING INTERIOR CHAPTER 43. R310.2.3.2 DRAINAGE. ANY ALTERATION TO AN EXISTING ELECTRICAL SYSTEM SHALL BE WALL OR CEILING FINISHES ARE NOT REMOVED TO EXPOSE THE WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY keri@kazelarchitects.com MADE IN CONFORMITY WITH THE PROVISIONS OF CHAPTER E34 STRUCTURE. CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM Date: August 23 ZU22 THROUGH CHAPTER E43 OF THIS CODE. REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS Date: June 6, 2022 NOT REQUIRED WHERE THE FOUNDATION IS ON WELL DRAINED SOIL OR SAND-GRAVEL MIXTURE SOILS IN A Scale: As noted CCORDANCE WITH THE UNITED SOIL CLASSIFICATION SYSTEM, GROUP I SOILS,AS DETAILED IN TABLE R405.1. Project No. "BILCO"STAKWEL EXISTING WALL t58'-1"EXISTING WIDTH NOTES: SIMPSON H2.5A HURRICANE TIE EGRESS WINDOW FRAMING TO 1" @ EACH DECK JOIST TO GIRDER WELL 3 MODULES REMAIN 13-32 22'-8" 22,_12" CONNECTION AS PER SECTION WITH STKWL-C EGRESS R507.6.1 OF THE RCONY WINDOW WELL COVER EXISTING FLOOR 21'-8"EXISTING WOOD DECK TO BE LEGALIZED FRAMING, FLOORING 77 P.T. DECK JSTS ALL SIDES OF WINDOW z AND SILL PLATE WELL TO BE 4"MIN. TO REMAIN AS PER TABLE R507.6 ABOVE FINAL GRADE. OF THE RCONYS SEE SLOPE GRADE AWAY 3-2x 8 P.T.GIRDER PLAN FOR SIZES ANCHORED TO 6x 6 FROM WINDOW WELL. LOW WOOD DECK P.T.POSTS.SEE DETAIL BEAM AS PER TABLE J"CLEAN FREE DRAINING = z THIS SHEET. ° GRAVEL AT LEAST 12"ALL F= ~ r - - - - R507.5 OF THE o 6x 6 P.T. POSTS RCONYS SEE PLAN ' , SIDES FILL TO DEPTH = X z I _ - - - - _ I ° OF FOUNDATION FOOTING. N w - ANCHORED TO FOR SIZES c = _j o I I SYMBOL LEGEN D ,6"DIA.SONOTUBE - PIERS.SEE DETAILS °e � U - - - - - - - - - - - - i- - - - - - �- - - THIS -_-_-_ SIMPSONBC6POST ° z *' � - - - - - - - - -- - - - - - - -- IIIIIIIIIIIIIIIIIIII CAP @EACH 6x 6 POST I lgr _ _ _ _ _ _- — EARTH AS PER SECTION R507.4 OF THE RCONYS. I � -- - - - - - - - - - - - - � I 9 •_:<s:>;;;.�.: -:;�;__:r..:;. POURED CONCRETE EXISTING I I 1 '� - - -' OR 8" CMU BLOCK 6x 6 P.T. POST AS PER TABLE I 1 UNEXCAVATED I I R507.4& SECTION R507.4.1 OF I I I z f- w p I 0 O 0 Y NEW 2-2x 10 FLUSH AT END N w I ANCHOR TO EXISTING CORNER EXISTING STUD WALL THE RCONYS ° ° ° a SECTION TH RU „B) LCO" I I - -- - - I I X w Q = o 2x 8 P.T. LEDGER ( " POST WITH SIMPSON HUCQ210-2-SDS TO REMAIN SIMPSON ABU66Z I I 1 _ I I I w o C5 �-�c-4 H POSITIVELY ANCHORED 2-0 = o a " a SEE DETAIL THIS SHEET I NEW 12"x 12"P.C. PIER ON °aa °° 1 1 r 1 1 I .-tN w � 24 x 24 x 12 DEEP P.C. FOOTING EXISTING STUD WALL STANDOFF POSTS BASE a ° EGRESS WINDOW WELL I I I I "' °o w X U I '-0"1'-0' " " --------� @ EACH 6x 6 POST AS PER , ° e ° ' �--' a a I m O WITH 3-#5 RE-BARS E.W. IN BOTT. I 1 I .- N - SIMPSON DTT1Z LATERAL LOAD TO BE REMOVED SECTION R507.4.1 OF THE a i ° ° I I I I I -� CONNECTION @ 4 LOCATIONS MIN. a SCALE: 1/4"=V-0" "ANDERSEN"200 SERIES DH I PER LEDGER AS PER FIGURE ( 4x 4 P.T.WOOD POST ANCHORED NEW 2x 4 OR 2x 6 RCONYS. ° J� EGRESS WINDOW.SIZE:3049 I 1 I I 1 I TO NEW P.C.PIER WITH SIMPSON R507.2.3(2)OF THE RCONYS.SEE I STUD WALL @ 16 O.C. < I I I I I I DETAIL THIS SHEET. I ABA44Z POST BASE AT BOTTOM 2" DIAMETER ANCHOR ° a z "BILCO"STAKWEL EGRESS I I I I I I AND SIMPSON LCE4 CORNER JOISTS BOLT EMBEDDED 7" MIN. ° R310.2.3 WINDOW WELLS. WINDOW WELL 3 MODULES L - - - - J I I L - - J L - -_ - - - -_ - - - - - - - - - - - - - - - - 1 - - INSTALL AT TOP. O.C. JOISTS ABOVE a ° a P z WITH STKWL-C EGRESS I I I - —� - ° F- THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS ,.. °° w OU THAN 9 SQUARE FEET(0.9 M2),WITH A HORIZONTAL WINDOW WELL COVER I r - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I PROVIDE'"PLYWOOD UN-VENTED 5 CO W PROJECTION AND WIDTH OF NOT LESS THAN 36 INCHES(914 MM). I 1 i I -° I SOFFIT UNDER NEW FLOOR JOISTS AS SECTION / DETAIL W = THE AREA OF THE WINDOW WELL SHALL ALLOW THE EXISTING BASEMENT I EXISTING STAIR EXISTING BASEMENT I = ;L"' NEW 2x 10 FLOOR JOISTS @ 12"O.C. -1N 16" DIA. SONOTUBE a ~ EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. UTILITY WINDOW I 1 �iN " U- TO CHANGING UTILITY WINDOW TO ( I TOP FLUSH WITH EXISTING. PROVIDE PIERS TO 36 BELOW ° a ° a ON EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION TO BE REMOVED. 1 w o ROOM TO REMAIN REMAIN I I II `r SIMPSON LUS28 FACE MOUNT JOIST A5 BUILDING SECTION GRADE AS PER SECTION ° z r,; R310.2.3.1 SHALL BE PERMITTED TO ENCROACH NOT MORE THAN SAW CUT EXISTING I I Q a_ p I L HANGERS AT EACH END. R507.3& R507.3.2 OF a ° ° '° ° ^ 6 INCHES(152 MM)INTO THE REQUIRED DIMENSIONS OF THE 8 FOUNDATION WALL ( w O I - - - - - - - - - - - - - - - - - THE RCONYS ° ° ° 6 S WINDOW WELL. TO ALLOW FOR I = a O ° I 1 — WINDOW e4 `Y' = NEW MASONRY 1 x N o EXISTING °° ° R310.2.3.1 LADDER AND STEPS. OPENING. I N N (n N @� 1 III a - I BASEMENT — WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 w o0 I � H U Z H I I I I I I — — — — — ELEMENTS ABOVE INCHES(1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY 1 z EXISTING 3-2x 10 LOW WOOD F= I I I I I I I GIRDER ON EXISTING 3"DIA. I I NEW 2-2x 10 FLOOR JOISTS AT END �a AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE Z I I FULLY OPEN POSITION. LADDERS OR STEPS REQUIRED BY THISI STEEL COLUMNS ON EXISTING I GIRDER / HEADER ABOVE I I I� NEW 2x 4 KNEE WALL BELOW NEW SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS X I 24"x 24"x 12"DEEP P.C. FOOTINGS III FLOOR JOISTS TO TOP OF EXISTING R311.7 AND R311.8. LADDERS OR RUNGS SHALL HAVE AN W i I I I I I SLAB WITH 2x 4 P.T.BOTTOM PLATE. ° INSIDE WIDTH OF NOT LESS THAN 12 INCHES(305 MM),SHALL o I I i I PROVIDE "TYPE"X"GYP. BD. ON I I ® POST DOWN PROJECT NOT LESS THAN 3 INCHES (76 MM)FROM THE WALL I I I- - - -I I- - -I I I GARAGE SIDE. INTERCONNECTED COMBINATION DECK ANCHORING DETAILS AND SHALL BE SPACED NOT MORE THAN 18 INCHES(457 MM)ON I - _ _ _ 1 CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW I - `�-o- �- - - '�-I— - I III NEW 4"CLOSED CELL SPRAY FOAM I I v,SD SMOKE AND CARBONMONOXIDE WELL. I I_ - _I _ I_ - _I L - J I 1 I INSULATION IN NEW FLOOR JOISTS 1 I CO DETECTORS AS PER R314 OF THE NTS AS PER SECTION R507 —_- IRCONYS AND 915 OF THE IFCONYS OF THE RCONYSI I r _ I I I I NEW 2x 10 LEDGER ANCHORED INTO R310.2.3.2 DRAINAGE. I I - G� I 1 EXISTING MASONRY FIREPLACE y� ' WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY 1 I (� - - �I O Mu I I- I I N CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR CONNECTING TO THE BUILDINGS FOUNDATION DRAINAGE SYSTEM I i I- -Ii O (3 I I I MAINTAINING JOB SITE SAFETY DURING THIS PHASE REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE I I I- - - -I _j O I 1 EXISTING I I OF WORK&SHALL COMPLY WITH ALL APPLICABLE METHOD. I I I� - - -{I I 1 UNEXCAVATED I I BUT NOT FEDERALLIM TEDD O BUILDING CODE&LOCAL IS, OSHA ONS LUDING "DIA.x 4"LONG EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT I I EXISTING BASEMENT N 1 I I I REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS GALV.LAG SCREW O I WITH GALV.WASHERS z REQUIRED WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL I I STAIR TO REMAIN O I I I 1 MATERIAL REMOVAL&DISPOSAL. STAGGERED IN 2 ROWS OR SAND-GRAVEL MIXTURE SOILS IN ACCORDANCE WITH THE ( co O 1 1 1 iv UNITED SOIL CLASSIFICATION SYSTEM, GROUP 1 SOILS,AS LLI EXISTING BASEMENT R -' 1 THE CONTRACTOR SHALL INDEMNIFY&HOLD w 1 NEW 2-2x 10 FLOOR JOISTS AT END I I HARMLESS THE OWNER,THE ARCHITECT,AND DETAILED IN TABLE R405.1. I I UTILITY WINDOW TO I r I i THEIR AGENTS&EMPLOYEES FROM AND AGAINST 4.5"MIN. FOR 2x 8 I REMAIN O O O I NEW 2x 10 FLOOR JOISTS @ 12"O.C. 6.5"MIN. FOR 2x 10 1 EXISTING BASEMENT 1 I i I I ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES "' � 7.5"MIN. FOR 2x 12 1 i i UTILITY WINDOW TO I I TOP FLUSH WITH EXISTING. PROVIDE I I ARISING OUT OF OR RESULTING FROM ANY OF THE O O O I I SIMPSON LUS28 FACE MOUNT JOIST I I REMAIN I I I I HANGERS AT EACH END. I I ITEMS LISTED ABOVE. 2"MIN. MAX - - - - - - - - - - - - - - - - - - - - - - - J - - - - - -- - - - - -- -- - - - - - - - - - - I THE CONTRACTOR SHALL VERIFY ALL FIELD - - - - - - - --- - - - - - _ - - - - - - - - - -- - 1 CONDITIONS AND NOTIFY THE ARCHITECT OF ANY � EXISTING � �- - - - - t- -r- -i- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - PRESSURE-PRESERVATIVE i i i CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE TREATED(P.T.)LEDGER OVER d I I CRAWL I I i i i = RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 2"CDX FIR PLYWOOD SHEATHING. c° `' I 1_ - -SPACE- _J I i i EXISTING WOOD PLATFORM i i i AND STEPS TO BE REMOVED THE ARCHITECT SHALL BE HELD HARMLESS BY ANY I I i i i AGENCY FOR ANY"ERRORS&OMISSIONS"ON L'� - - - - - DECK LEDGER TO BOX 1 I I 2x6 P.T.DECK THESE DOCUMENTS. " w o - i i JOISTS 1 "O. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR EXISTING 8 CMU FOUNDATION z O b> 1 i @ IC• i BEAM ATTACHMENT DETAIL WALL ON EXISTING 16"x 8"P.C. o O- M i Lt------- -------� J i i i I "METHODS&MEANS"OF CONSTRUCTION. THE CO __ __ i--r-�— EXISTING FOYER v FOOTINGS IN GOOD CONDITION v `-- _ ---------- ARCHITECT IS NOT RESPONSIBLE FOR FIELD NTS AS PER FIGURE R507.9.3(1) ADEQUATE TO SUPPORT ALL TO BE CUT BACK SUPERVISION. OF THE RCONYS PROPOSED LOADS. - 2x 8 P.T.LEDGER 6x 6 P.T.POSTS POSITIVELY ANCHORED r - - - - - - ANCHORED TO SEE DETAIL THIS SHEET - - 16"DIA. SONOTUBE PIERS.SEE DETAILS SIMPSON DTT1Z LATERAL LOAD ED gRC,y/ THIS SHEET �R� AN k >� CONNECTION @ 4 LOCATIONS MIN. l z"DIA.x 4"LONG PER LEDGER AS PER FIGURE 1 3-2x 8 P.T. GIRDER GALV.LAG SCREW @ 1/2 CDX FIR PLYWOOD R507.2.3(2)OF THE RCONYS.SEE `22 6'-0"NEW STOOP -22 ANCHORED TO 6x 6 ��,�� I L' 16"O.C.WITH GALV. SHEATHING. DETAIL THIS SHEET. ," 8'-5"EXISTING P.T. POSTS.SEE DETAIL i WASHERS STAGGERED ALUM FLASHING FOR 12-82 FOYER WIDTH THIS SHEET. 36'-111" IN 2 ROWS AS PER TABLE WATER TIGHTNESS 2 �� ` •~ ��' R507.9.1.3(1)&R507.9.1.3( P.T. LEDGER SEE PLAN R317 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE 9743- O OF THE RCONYS. FOR SIZES. PRESERVATIVELY TREATED. t58'-1"EXISTING WIDTH SOP NE�� P.T. DECK JOISTS AS R317.3.1 FASTENERS. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE- PER TABLE R507.6 OF RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, THE RCONYS SEE STAINLESS STEEL,SILICON BRONZE OR COPPER. EXISTING FOUNDATION PLAN- Proposed Second Floor for the: BOX BEAMPLAN FOR SIZES EXCEPTION:ONE-HALF-INCH DIAMETER OR GREATER STEEL BOLTS. DJ Custom Homes 6-SD#9 x,2"SCREWS SCALE: 1/4"=V-0" FLOOR JOISTS OR 8-10d x 11"NAILS. ALL DIMENSIONS ARE TAKEN 4365 Oaklawn Avenue Extension SEE PLAN FOR FROM FACE OF STUDS(U.O.N.) Southold, New York 119715 SIZES ALL NEW POURED CONCRETE FOUNDATION WALLS,AND FOOTINGS TO HAVE A MINIMUM Town of Southold COMPRESSIVE STRENGTH OF 3,500 PSI AND SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT SIMPSON DTT1Z LATERAL (PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN ALL EXTERIOR HEADERS TO BE 3-2x 6 MIN. County of Suffolk 3 MIN.TREADLOAD CONNECTION @ 4 7 PERCENT AS PER TABLE R402.2 OF THE RCONYS. ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. PENETRATION °d ' LOCATIONS MIN. PER LEDGER A UNLESS OTHERWISE NOTED. SCTM #: 1000 - 70 - 10 - 11 AS PER FIGURE R507.9.2(2)OF UNLESS OTHERWISE NOTED. THE RCONYS L FRAMING LUMBER TO BE DOUG FIR#1 Issued: Approval 8"SDWH TIMBER-HEX HDG R401.4.1 GEOTECHNICAL EVALUATION. SCREW INTO TOP PLATE, IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD-BEARING VALUES ALL DIMENSIONS SHOWN ARE t AND SHOULD Foundation Plan STUDS,OR HEADER IN TABLE R401.4.1 SHALL BE ASSUMED. BE VERIFIED WITH EXISTING CONDITIONS ON SITE. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS NOTIFY ARCHITECT WITH ANY DISCREPENCIES. DECK ATTACHMENT FOR CLASS OF MATERIAL Keri Kazel, Architecture LATERAL LOAD DETAIL LOAD-BEARING PRESSURE (POUNDS PER SQUARE FOOT) 2 WiO.ndemere 1169 Court SAND,SILTY SAND, CLAYEY SAND, Speonk, NY 11972 NTS AS PER FIGURE R507.9.2(2) SILTY GRAVEL AND CLAYEY GRAVEL 2,000 Phone: 631-874-2925 Fax: 631-874-7377 OF THE RCONYS SW,SP,SM,SC,GM AND GC) keri@kazelarchitects.com Date: September 13 2022 EGRESS WINDOW Date: August 23, 2022 Date: June 6, 2022 Scale: As noted Project No. ±58'-1"EXISTING WIDTH NOTES: CORNER POSTS 35-112' 22,_12" i 2x 4 PLATE 13'-32" 21'-8" Ll'-O',, 2'-0" 20'-12" • 3/4"PLYWOOD SUBFLOOR01 9NEW RIM JOIST EQUAL EDUALNEW 2-14"x 118"PERIMETER LVL OVER EXISTING PLATE. (2)2x 4 TOP PLATE PROVIDE SIMPSON PROVIDE SIMPSONS MBOLLEGEND MST40 TWO-STORY MST40 TWO-STORY CLEAR SPAN CORNER STRAP HOLD- CORNER STRAP HOLD- DOWN WHERE SHOWN DOWN WHERE SHOWNSIMPSON MST40 OR (NO NAILING) =1 I I=I I I=1 11=I EARTH EQUAL.2ND STORY SEE DETAIL THIS SHEET SEE DETAIL THIS SHEETI=1 I I=�I I-1 I IHOEDOWN.CONNEC - OWN o :..::..:... :,:.;:a y POURED CONCRETE CORNER POST TO No0 - "" CORNER POST BELOW SIN r1N132" Af OR $�� CMU BLOCK NOTES: 1. HOLD DOWNS REQUIRED AT EACH BUILDING CORNER,AT EACH 32 8'-8nV21" 3,_gn 5'-92" 10,_7" 6'-32" 10'-02" 10'-1" OVERHEAD GARAGE DOOR JAMB,AND AS INDICATED ON THE PLANS. NEW 16"DEEP TJI (560) EXISTING STUD WALL 2. ALL STRAPPING,ANCHORS,AND HOLD DOWNS SHALL BE INSTALLED PRE-ENGINEERED FLOOR EXIST 12 EXISTING TO REMAIN AS PER MANUFACTURES SPECIFICATIONS. JOISTS @ 16"O.C. O _f9E C ROOM G°� =N WOOD DECK �________� EXISTING STUD WALL = TO BE REMOVED STORY TO STORY HOLDDOWN DE _ cN.T.S. EXIST oNEW 2x4 OR 2x6 N ST POOL- D PROVIDE SIMPSON STUD WALL @ 16" O.C. OS BATH O O MST40 TWO-STORY GARAGE FIRE SEPARATION WALL 2-14"x 16"FLUSH fr�: CUSTOM SHOW R NEW 2-14"x118" CORNER STRAP HOLD- JOISTS PAN WITH TEM ER D PERIMETER LVL OVERDOWN WHERE SHOWN JOISTS ABOVE LVL HEADER O GLASS DOOR& EXISTING PLATE. SEE DETAIL THIS SHEET R302.6 OF THE RCONYS �1N PARTITIONS 2104 SECTION / DETAIL PROVIDE ONE LAYER OF 5/8"THICK TYPE"X"GWB ON THE GARAGE SIDE OF THE NEW r _ _ �'' _ co A5 -- r------_ - --� J - WALL AND PROVIDE ONE LAYER OF 1/2"THICK TYPE"X"GWB ON THE HOUSE SIDE. BATH I I I SIN APPLICATION SHALL BE IN ACCORDANCE WITH SECTION R702.3 1n V2' " Ii�(TYPICAL ALL WALLS THAT SEPARATE GARAGE AND HOUSE) 3-32 32 2'-0 2-102 I I -02 32 II I II II II 1 0� �/ = = A5 BUILDING SECTION 1 ' LJI I �=JL _� II .--IN �N •`IN 1U ®EF j l I I i--- -------- II .— c� 9 I I - -- ----- I I O t,- nom- - ----a I NEW NEW ii �1II— WINDOW HOUSE SIDE GARAGE SIDE ®_ _ -- 1/2"TYPE"X" 5/8"TYPE"X" _ �o N I I = �� I I ` i rn9'=I Ch�G. H 9'-1"CEG. HT. •-IN L U 1 ;� III I I I�dlf���llG KITCHEN -- -IN O ----- W I III q --- I �,N - - -_ - ELEMENTS ABOVE 1104 \ I I Imo/ mil I (h 3"(R-21)CLOSED Cl) NEW ----� = I I CELL SPRAY FOAM Z - 0 7 I o I I i ------I-------� �` i i EXISTING U) � 0 O WICL . REQ , I I , - I I I I — GIRDER / HEADER ABOVE I .1I I I I GARAGE R Cl) 1n r 1n 1,h �i/� 1"- N L---_-1 I " 1. I `` /�� n I 1 R 3-1 52 5-02 321® 5- D`R32.- -�-- I ----23r�2------� -- -- ------- 32 2x 4 STUD WALL _ - _ I 2- ' 19'-10" 32 16"O.C. _ 11 lo uj °° _ — o EF= i I i i , /, ----------------- ------------- I I 8"TYPE"X"GYP.BD. 4 lo POST DOWN tp N �I X _j _J / I I = 8 �N Cl) c� ' `` c> O M >�_—� / , I r-IN ON WALLS&CEG.AS o INTERCONNECTED COMBINATION EXISTING FIRST FLOOR ______ _____ ]� �\ / ' -- I PER SECTION R302.5 \° N //// i OF THE RCONYS i<X"'SD SMOKE AND CARBONMONOXIDE EXTERIOR WALLS TO ----- ---0- �� r J _ \� J1 , /� I CO DETECTORS AS PER R314 OF THE R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. w I � / - o _j CD 1 / �N I I SPLAY NEW PRE-FAB IRCONYS AND 915 OF THE IFCONYS OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS REMAIN r co U_ ¢I 61 ih " / , I w � 1 ALL FUEL APPROVED SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN > - w I J `� I ®� ,' N ❑ p 3°x 68 F.P.S.C. ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. �_ -? rte ' �, // w J Ci I I _ _ CHIMNEY FLUES TO = - ___ cn 1i DOOR AS PER co CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR F- a w- - ---� _ �� �j w O I 1 NEW LOCATION ABOVE 1 Z w ZU)w SIN /, I 1 > _ o = SECTION R3021.5.1 / I GARAGE CEILING coi O - MAINTAINING JOB SITE SAFETY DURING THIS PHASE R302.5.1 OPENING PROTECTION. 32" U p 13'-1" \`C , / 32n -1" 32" 20''72^ J `r° OF THE RCONY� �2 ' I 3�" `-7 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED _ III _ 19'-10 2 OF WORK&SHALL COMPLY WITH ALL APPLICABLE = w r-- I N FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER �1N w `r° W o NEW 2-2x 8 UPSET Q W Z _J -J EXISTING MASONRY FIREPLACE BUT NOT LIMITED TO BUILDING CODES,OSHA OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE rn z � STAIRWAY&HAND IL 9 FLUSH HEADER. U p 0 � ��; / TO REMAIN INSTALL NEW CHIMNEY Z _ / / REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 138 INCHES ��N a AS PER SECTION SET BOTT.AT 11'-52" w w O ' EXISTING MATERIAL REMOVAL&DISPOSAL. (35 MM)IN THICKNESS, SOLID OR HONEYCOMB-CORE STEEL DOORS R311.7&R311.7.8 I ABOVE FIRST FLOOR z � NOT LESS THAN 13/8 INCHES(35 MM)THICK,OR 20-MINUTE FIRE-RATED �� IN FIRST FLOOR DOORS, EQUIPPED WITH ASELF-CLOSING OR AUTOMATIC-CLOSING DEVICE. OF THE RCONYS I a �_ Cl) EXTERIOR THE CONTRACTOR SHALL INDEMNIFY&HOLD in -� NEW 1�"x 14"LVL AT in NEW FRAME WALL TO ALIGN N 4 WITH BACK OF EXISTING WALLS TO HARMLESS THEIR AGENTS E&EMNER,THE ARCHITECT,AND PLOYEE FROM AND AGAINST 9'-1"C G. HT. � ---- J I SPLAY CEILING REMAIN '-N NEW 2x 6 SLOPED -- - OVER STAIR FIREPLACE EACH SIDE. R302.5.2 DUCT PENETRATION. GUEST I I ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES RO M / CEILING JOISTS ARISING OUT OF OR RESULTING FROM ANY OF THE DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR PROVIDE SIMPSON @ — NEW 2-1�"x 11�" MST40 TWO-STORY 16"O.C. MAINTAIN 4 8 L--J I I CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL I .=1N PERIMETER LVL OVER I I SEE GARAGE FIRE ITEMS LISTED ABOVE. OFFICE 6'-11"MIN. CLEARANCE NEW BE CONSTRUCTED OF A MINIMUM N0.26 GAGE(0.48 MM)SHEET CORNER STRAP HOLD- °� I 1 SEPARATION WALL STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE ABOVE NOSING OF ,'� in EXISTING PLATE. 9'-1"CLG. HT. I 1 DOWN WHERE SHOWN STAIR %' LIVING ROOM I I DETAIL THIS SHEET. THE CONTRACTOR SHALL VERIFY ALL FIELD OPENINGS INTO THE GARAGE. SEE DETAIL THIS SHEET I I CONDITIONS AND NOTIFY THE ARCHITECT OF ANY R302.5.3 OTHER PENETRATIONS. \ `''N __J �C14 I I NEW 2-14 x 14 LVL HEADER el)" SIN CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE PENETRATIONS THROUGH THE SEPARATION REQUIRED IN = - RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. SECTION R302.6 SHALL BE PROTECTED AS REQUIRED BY SECTION I i i I I i i i I �`V O THE ARCHITECT SHALL BE HELD HARMLESS BY ANY R302.11, ITEM 4. _ CATH. 1 I I NEW2-1 X11- -- - - � L- - J = " ^ � a" " � n F � ER I v AGENCY FOR ANY ERRORS&OMISSIONS ON M PERIMETER LVL OVER O �` /i I O M THESE DOCUMENTS. R302.6 DWELLING-GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE EXISTING PLATE. / a THE CONTRACTOR IS SOLEY RESPONSIBLE FOR R302.6.OPENINGS IN GARAGE WALLS SHALL COMPLY WITH PROVIDE 10"(R-30)OPEN WOOD PLATFORM i I O �� i i PROVIDE SIMPSON--J "METHODS&MEANS"OF CONSTRUCTION. THE SECTION R302.5.ATTACHMENT OF GYPSUM BOARD SHALL = CELL SPRAY FOAM INSULATION WITH STEPS TO i i i i MST40 TWO-STORY ARCHITECT IS NOT RESPONSIBLE FOR FIELD COMPLY WITH TABLE R702.3.5.THE WALL SEPARATION PROVISIONS IN CANTILEVERED FLOOR JOISTS GRADE. PROVIDE CORNER STRAP HOLD- Q SUPERVISION. OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE HANDRAIL BOTH _J PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. 1 I I DOWN WHERE SHOWN SIDES -- ----------1--'--J SEE DETAIL THIS SHEET TABLE R302.6 SEPARATION PARA -(�FtED ARC 1 SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS NOT LESS THAN'6-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURE(S)SUPPORTING FLOOR/CEILING NOT LESS THAN Z-INCH GYPSUM BOARD OR EQUIVALENT 6'-11" 5'-9_2L 6'-0" -225�-92" 13'-2" 16'-3"R.O. O 9743-� ASSEMBLIES USED FOR SEPARATION REQUIRED F NE� BY THIS SECTION. � 12'-81" 36'-111" NOT LESS THAN�-INCH GYPSUM BOARD OR EQUIVALENT 2 8'-5- 2 GARAGES LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT DWELLING UNIT ON THE SAME LOT. ARE WITHIN THIS AREA. ±58'-1"EXISTING WIDTH Proposed Second Floor for the: ALL DIMENSIONS ARE TAKEN PRE-ENGINEERED FLOOR JOISTS: DJ Custom Homes PROPOSED FIRST FLOOR PLAN FROM FACE OF STUDS(U.O.N.) PRE-ENGINEERED FLOOR TRUSSES BY WEYER-HAEUSER I-LEVEL TRUS-JOIST. 4365 Oaklawn Avenue Extension SCALE: 1/4"=V-0" OR EQUAL. INSTALL AS PER MANUF.SPEC'S Southold, New York 11971 ALL EXTERIOR HEADERS TO BE 3-2x 6 MIN. AND RECOMMENDATIONS(I.E.SQUASH BLOCKS, , ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. NAILING&GLUEING,WEB-STIFFENERS, ETC) Town of Southold UNLESS OTHERWISE NOTED. R802.7.2 ENGINEERED WOOD PRODUCTS.CUTS, County of Suffolk ALL FRAMING LUMBER TO BE DOUG FIR#1 NOTCHES AND HOLES BORED IN TRUSSES, UNLESS OTHERWISE NOTED. STRUCTURAL COMPOSITE LUMBER,STRUCTURAL SCTM #: 1000 - 70 - 10 - 11 GLUE-LAMINATED MEMBERS,CROSS-LAMINATED ALL DIMENSIONS SHOWN ARE±AND SHOULD TIMBER MEMBERS OR I-JOISTS ARE PROHIBITED Issued: Approval EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S BE VERIFIED WITH EXISTING CONDITIONS ON SITE. RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH NOTIFY ARCHITECT WITH ANY DISCREPENCIES. ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE First Floor Plan DESIGN OF THE MEMBER BY A REGISTERED DESIGN PROFESSIONAL. Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Date: August 23, 2022 Date: June 6, 2022 Scale: As noted A4 , Project No. NOTES: O WINDOW SCHEDULE ¢ _ _ ±37'-112"NEW SECOND FLOOR ROUGHt li u� w w = U) w w OPENING U ¢ U U = O cn 13'-31" cn S co 0 Cl) O U) C7 w W Y 2 24'-8" of Y 11 WWO w = _ U) wz wz Wz J U p Z Q , � 0 J � a o O Q w of w of w W W ¢ 0 + ¢ ¢ 6'-73-4 6-74' ¢ gz ¢ o w � � 0a 0a Oa > g CD ¢ U � � z C9 ¢ W0 w0 w0 (n o z (n v SYMBOL LEGEND SINGLE-HUNG 7'-0"/6'-8" 1 ST FLR O A 3050 3'-0" 5'-0" 11.95 SF 5.79 SF 32" 2�" 0.30 0.32 30/30 4 OVER 1 4 EGRESS WINDOWS-LOW-E 6-8"2ND FLR -I 11=1 O 1=1 1=1 EARTH B 3050-2 TWIN SINGLE-HUNG 6'-0" 5'-0" 20.76 SF 5.79 SF 32" 2616" 0.30 0.32 30/30 7' 1ST FLR 4 OVER 1 5 EGRESS 1=I I 1=III=I I I WINDOWS-LOW-E 6-8 2ND FLR - ��:�-::���� ��� POURED CONCRETE C 1650 CASEMENT WINDOW-LOW-E V-6" 5'-0" 4.16 SF 0.30 0.32 30/30 9'-22" 4 LITE 3 = `- ��N ��N �='''ti"�s���F:4�-� OR 8" CMU BLOCK D 2036-2 TWIN CASEMENT 4'-0" T-6" 8.45 SF 0.30 0.32 30/30 7'-0" 4 LITE 1 EXISTING STUD WALL 1 1" WINDOW-LOW-E 52" 12,-421" TO REMAIN 52 2'-11" 11'-9" 10'-0" 200 SERIES-HINGED PATIO10 3' E ISPD31611 -1" 6'-108" 11.45 SF 0.30 0.24 40/40 4 LITE 1 _ 0. _- EXISTING STUD WALL DOOR-INSWING-LOW-E NEW �I SIN TO BE REMOVED 8'-1"CLG. HT. '; ►; F 60611 GLIDING PATIO DOOR-LOW-E4 6'-0" 6'-102-" 32.58 SF 0.30 0.32 30/30 4 LITE 1 o BEDROOM #3 VENT DRYER TO NEW 2x 4 OR 2x 6 ' OUTSIDE AIR STUD WALL @ 16" O.C. tV 1,, " T-O" 1ST FLR .-cam .-c.� 60"x 60"NEO-ANGLE G 3620 AWNING WINDOW-LOW-E 3-6 2'-0 4.22 SF 0.30 0.30 30/30 4 LITE 4 a, d, PROVIDE 6'-8"2ND FLR d -1 CONTAINMENT CUSTOM SHOWER PAN JOISTS PAN UNDER WITH TEMPERED GLASS @ 16"o.c. JOISTS ABOVE H 3020 AWNING WINDOW-LOW-E X-0" 2'-0" 3.5 SF 0.30 0.30 30/30 6'-8"2ND FLR 4 LITE 1 2x 6 CEILING JOISTS OA WASHER OG DOOR AND PARTITIONS 1_6" O.C. �N4 eN5 SECTION / DETAIL J 3036 SINGLE-HUNG X-0" T-6" 6.72 SF 0.30 0.32 30/30 7'-0"1ST FLR 4 OVER 1 3 2 NOT USED IN RESCHECK A5 WINDOWS-LOW-E 5-6 T.O.CONC. KNEE WALL ABOVE <-> SD -- _ O TO UNDERSIDE OF �c"vC0 `-in SIN o 0 o o S-1 K 2030 SINGLE-HUNG 2'-0" 3'-0" 3.25 SF 0.30 0.32 30/30 7'-0" 1ST FLR 4 OVER 1 2 RAFTERS I ]W D Oji r-�cv AS BUILDING SECTION WINDOWS-LOW-E 1" , 1" 1" 1" 1„ 1" 1 ' CONTRACTOR AND/OR WINDOW MANUFACTURER EGRESS WINDOW 52 4 32 8'-7" 16 IA,32 5'-1" 52 - Ln 12'-1" �� ``2" THIS UNIT MUST MEET OR EXCEED: WINDOW TO VERIFY ALL SIZES,MAKE,MODELS,ROUGH OPENINGS, _ 8'-1" _ -i - 4) 1)CLEAR OPENABLE AREA OF 5.7 SQ.FT. _Z*1 U' CLG. HT. MASONRY OPENINGS,GRILL LAYOUTS AND QUANTITIES 17 I- 15 CLG. HT. 2)CLEAR OPENABLE WIDTH OF 20" Z - _ H _ _ _ _ _ _ _ __ _ _ OF WINDOWS AND DOORS PRIOR TO PLACING ORDER. 3)CLEAR OPENABLE HEIGHT OF 24" �O =N o o LAUNDRY zi � BATH RM 3 - - - - - - - -- _ _ _ _= ELEMENTS ABOVE ° I� NEW �bN z ROOM �M U_ ti CLOS ® ° p co o iv NEW - _ w W=EF `X' 1" 2" _ GIRDER / HEADER ABOVE 0 M HALL EF-��', I -_7I @J -- - - M @ 2 3-1 N W.2 q o - co co I cN NEw BATH @ ,II III N o I z 1N CLOS 11 J,CDO M p � INJ � I ® POST DOWN U O DOOR SCHEDULE - I 1 I w - ° OA Z ( INTERCONNECTED COMBINATION c� 19 54"x 22"PULL DOWN I I 0 NEW a- 0 /<_1jSD SMOKE AND CARBONMONOXIDE ' I 11 I " ° moo LOCATION N z V)OPTIONS a O `�' ATTIC STAIR.SEE 11-6 HIGH �- JI- J 13 n VAULTED CLG. U) z `° N I `�-"CO DETECTORS AS PER R314 OF THE (0 �, G OPENING NOTE THIS -"- X _, w 0 1 r`bN M I IRCONYS AND 915 OF THE IFCONYS 1" 1 ENTRY DOOR 3070 LH EXTERIOR INSUL WITH 2-12"SIDE LITES 2x4 1 18 3�" " " " BEDROOM #1 " " 52 SHEET 2 3-1 3- 5-1 32 15-1 N V IL 52 N 2 OVERHEAD GARAGE DOOR 16070 OH ELECTRIC DOOR OPENER 2xa I<X)SD LIN `" U) 0 I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR STAIRWAY&HAND IL �c ''CO - - - -- - - -_ - - -- -0�j --j�- O I MAINTAINING JOB SITE SAFETY DURING THIS PHASE 3 GARAGE DOOR 3070 LH FIRE RATED SELF CLOSING 2x4 AS PER SECTION -ia I 0 SD z O F- OF WORK&SHALL COMPLY WITH ALL APPLICABLE 4 BASEMENT STAIR 2670 LH WEATHER STRIP 2x4 R311.7&R311.7.8 Cl) - c� - -''CO ;� J = ¢ H Zo OF THE RCONYS �_ SIN 2x 6 CEILING JOTS U I- " J z O o FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING Q U_ _ I BUT NOT LIMITED TO BUILDING CODES,OSHA �N NEW acv 8'-1" @ Li 11" 16"O.C. SET BO . m I REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS 5 POWDER ROOM 2470 RH PRIVACY LOCK 2x4 " ° " ' _� U I MATERIAL REMOVAL&DISPOSAL. 8-1 CLG. HT. Cb 0 i AT 8-1 A.F.F. I- 6 GUEST ROOM/OFFICE 2670 RH PRIVACY LOCK 2x4 Z CLG. HT. = c W r- 7 GUEST ROOM/OFFICE WALK-IN CLOS 2470 PKT 2x6 0 BEDROOM #2 _, WICL x O `" w - 2-2x 8 UPSET HEA ER -- �� -_ _ I THE CONTRACTOR SHALL INDEMNIFY&HOLD 8 GUEST ROOM/OFFICE BATHROOM 2470 LH PRIVACY LOCK 2x4 iN U i SET BOTT.@ 8'-1" F.F. co 9 GUEST ROOM/OFFICE LINEN CLOS 1470 RH 2x4 BENCH SET N _ o W z ( HARMLESS THE OWNER,THE ARCHITECT,AND O I THEIR AGENTS&EMPLOYEES FROM AND AGAINST TOP AT 18" �-IN 2x 6 HIGH CEILING JOISTS -� q 10 GUEST ROOM/OFFICE WC/SHOWER 2470 PKT PRIVACY LOCK 2xs = _13211- -1" @ 16"O.C.SET BO AT I ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES co U ARISING OUT OF OR RESULTING FROM ANY OF THE A.F.F. - 10'-1"A.F.F. I ITEMS LISTED ABOVE. 11 CHANGING ROOM CLOSET 2668 LH 2x4 5 12'_11" 32" 3'-42° 5'-1" 1 15•_1" 2" I 12 CHANGING ROOM BATHROOM 2468 LH PRIVACY LOCK 2x4 3-2x 8 HEADER WITH 10'-1" 3-2x 8 HEADER WITH I THE CONTRACTOR SHALL VERIFY ALL FIELD CLG. HT. `* CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 13 HALL LINEN CLOSET 4068 DBL BALL CATCH 2xs ��N 2-2x 6 PLATES ABOVE ��N SIN 2-2x 6 PLATES ABOVE I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 14 HALL BATHROOM 2468 LH PRIVACY LOCK 2x6 % _ _ RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. L 1 15 LAUNDRY ROOM 2868 PKT 2x6 co co co `_�° THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 16 BEDROOM#3 2668 RH PRIVACY LOCK 2x4 AGENCY FOR ANY"ERRORS&OMISSIONS"ON `=1cV THESE DOCUMENTS. 17 BEDROOM#3 CLOSET 4068 DBL 2x4 O � I OO O I B 18 BEDROOM#2 2668 LH PRIVACY LOCK 2x4 L -- - - -- - - -- - O THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 19 BEDROOM#2 CLOSET 4068 DBL 2x4 4'-42" 4'-42" 5'-72" 5'-7" 4'-`42" 4'-42' "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD 20 BEDROOM#1 2668 LH PRIVACY LOCK 2x4 10 SUPERVISION. 21 BEDROOM#1 WALK-IN CLOSET 2468 RH 2x4 22 BEDROOM#1 BATHROOM 2468 RH PRIVACY LOCK 2x4 23 j BEDROOM#1 BATHROOM LINEN CLOS 2068 j RH j 1 ED ARC 1 .5 , PN _4m., e / 2'-6 " " 11'-21" 6'-81" 2 8-9 2 8'-9- 43 ±37'-112"NEW SECOND FLOOR J F NEV`' 01 PROPOSED SECOND FLOOR P OPENIN FRAMING OF OPENINGS. OPENINGS IN ROOF AND CEILING FRAMING SHALL BE FRAMED WITH HEADER AND Proposed Second Floor for the: TRIMMER JOISTS.WHERE THE HEADER JOIST SPAN DOES NOT EXCEED 4 FEET SCALE: 3/16"=1'-0" NEW SECOND FLOOR AREA: 1 ,124 SF (1219 MM),THE HEADER JOIST SHALL BE PERMITTED TO BE A SINGLE MEMBER DJ Custom Homes THE SAME SIZE AS THE CEILING JOIST OR RAFTER. SINGLE TRIMMER JOISTS SHALL BE PERMITTED TO BE USED TO CARRY A SINGLE HEADER JOIST THAT IS 4365 Oaklawn Avenue Extension ALL DIMENSIONS SHOWN ARE±AND SHOULD LOCATED WITHIN 3 FEET(914 MM)OF THE TRIMMER JOIST BEARING.WHERE THE BE VERIFIED WITH EXISTING CONDITIONS ON SITE. HEADER JOIST SPAN EXCEEDS 4 FEET(1219 MM),THE TRIMMER JOISTS Southold, New York 11971, NOTIFY ARCHITECT WITH ANY DISCREPENCIES. AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS Town of Southold SECTION TO SUPPORT THE CEILING JOISTS OR RAFTER FRAMING INTO THE ALL FLUSH CONNECTIONS AT STRUCTURAL HEADER.APPROVED HANGERS SHALL BE USED FOR THE HEADER JOIST TO County of Suffolk ELEMENTS REQUIRE JOIST/GIRDER HANGERS TRIMMER JOIST CONNECTIONS WHERE THE HEADER JOIST SPAN EXCEEDS 6 FEET(1829 MM).TAIL JOISTS OVER 12 FEET(3658 MM)LONG SHALL BE SCTM #: 1000 - 70 - 10 - 11 ALL DIMENSIONS ARE TAKEN SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER STRIPS NOT FROM FACE OF STUDS(U.O.N.) LESS THAN 2 INCHES BY 2 INCHES(51 MM BY 51 MM). Issued: Approval ALL EXTERIOR HEADERS TO BE 3-2x 6 MIN. Second Floor plan ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. 1 UNLESS OTHERWISE NOTED. ALL FRAMING LUMBER TO BE DOUG FIR#1 Keri Kazel, Architecture UNLESS OTHERWISE NOTED. 2 Windemere Court P.O. Box 169 Speonk, NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Date: August 23, 2022 Date: June 6, 2022 Scale: As noted A5 Project No. W ca NOTES: R905.1.2 ICE BARRIERS. _ 4 IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE F FORMING ALONG THE EAVES CAUSING A BACKUP OF I I TYPICAL HOT ROOF CONSTRUCTION: WATER AS DESIGNATED IN TABLE R301.2(1),AN ICE I I LIFETIME ARCHITECTURAL ASPHALT SHINGLES BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, I (COLOR: DETERMINED BY OWNER) ANCHOR COLLAR WITHIN-- METAL ROOF SHINGLES, MINERAL-SURFACED ROLL I w I 15#ROOF FELT& ICE AND WEATHER SHIELD CUPOLA FRAMING ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD I m 1/2"CDX PLYWOOD SHEATHING SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL I W I OPEN CELL SPRAY FOAM INSULATION OVERSIZED WASHER CONSIST OF NOT FEWER THAN TWO LAYERS OF I p I WITH VAPOR RETARDER(CONDITIONED ATTIC) WITH TIGHTENED NUT UNDERLAYMENT CEMENTED TOGETHER, OR A 1'-0" W '-0" RAFTERS AS NOTED SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET O.H. oI O.H. SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT I N I ALIGN FASCIA o = SYMBOL L E G E N D AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF ( BOARDS ' SURFACES TO A POINT NOT LESS THAN 24 INCHES(6102x 8 RAFTERS 2x 8 RAFTERSWP , CUPOLA WINDOW PANEL MM)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. I @ 16"O.C. @ 16"O.C. III= = I I=I EARTH ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 I UNITS VERTICAL IN 12 UNITS HORIZONTAL,THE ICE I 12 12 I POURED CONCRETE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 12 12 2"DIA.GALV.STEEL INCHES(914 MM)MEASURED ALONG THE ROOF SLOPE F — — —1 = r OR 8 CMU BLOCK THREADED ROD n FROM THE EAVE EDGE OF THE BUILDING. ------------ EXCEPTION: DETACHED ACCESSORY STRUCTURES h= =__ __==_=_===_== I EXISTING STUD WALL NOT CONTAINING CONDITIONED FLOOR AREA. _======-<_ I TO REMAIN ------------- -------- EXISTING STUD WALL CUPOLA OUTSIDE SKIN - 1- �_ w i TO BE REMOVED R905.2.6 ATTACHMENT.ASPHALT SHINGLES =.-.- -._— -- ------_.__— ----------------- OVER CORE MATERIAL SHALL HAVE THE MINIMUM NUMBER OF _-_=____:-__. __-___=_-; O — — — — — — — — — — — — — — — — —— — ———— — — RIDGE BEAM FASTENERS REQUIRED BY THE ( - +_ < m I I j--� NEW 2x 4 OR 2x 6 MANUFACTURER'S APPROVED INSTALLATION I - _ - - I R1001.6 CHIMNEYS SHALL EXTEND AT LEAST 2 FEET STUD WALL 16" O.C. INSTRUCTIONS, BUT NOT LESS THAN FOUR I N I HIGHER THAN ANY PORTION OF A BUILDING WITHINco I @ FASTENERS PER STRIP SHINGLE OR TWO ____ _ -= = - 10 FEET, BUT NOT LESS THAN 3 FEET ABOVE THE w JOISTS FASTENERS PER INDIVIDUAL SHINGLE.WHERE _=-=-=----------- =-= I HIGHEST POINT WHERE THE CHIMNEY PASSES THRU I `�6"O.C. JOISTS ABOVE NI I -=---== ===__ =-= 2x 8 OVERLAY I ci — ROOF RAFTER THE ROOF SLOPE EXCEEDS 21 UNITS _- THE ROOF. I VERTICAL IN 12 UNITS HORIZONTAL(21:12, I ............._ _____' RAFTERS @ 16"O.C. I (D O 5 TOP OF SPREADER TO 175-PERCENT SLOPE),SHINGLES SHALL BE I ________ I N ° i A5 SECTION / DETAIL MATCH RAFTER PITCH INSTALLED IN ACCORDANCE WITH THE 6" I :____- 6"�\ PRE-FABRICATED O I MANUFACTURER'S APPROVED INSTALLATION GABLE GABLE ROOF TOP CUPOLA z SEE ANCHORING cn I BUILDING SECTION 2x LUMBER SPREADER TO BE FULLY SUPPORTED INSTRUCTIONS. O.H. O.H. A5 UNDER RAFTERS. (2 RODS I I DETAIL THIS SHEET 2x 10 RIDGE BEAM 2x 10 RIDGE BEAM 2x 10 RIDGE BEAM W w I PER SPREADER) I I X11- WINDOW OVERSIZED WASHER WITH TIGHTENED NUT CUPOLA ANCHORING DETAIL I 1 . —� _ _ __ = ELEMENTS ABOVE Wo Wo I SCALE: 1"=1'-0" I U) Q CDN N Q (0 U) I I — GIRDER/ HEADER ABOVE I W rJ of Iz IA—PRE-FAB,ALL-FUEL APPROVED W O =_ _ x *� ° __= x p METAL CHIMNEY FROM EXISTING cn Q N 1'-0" _ 1'-0" ______ cxv ¢ I FIREPLACE AND HEATING UNIT w I GABLE GABLE = ____ F- ® POST DOWN _ _ I BELOW IN NEW WOOD FRAMED I _,; X _ :__ O.H. O.H. *~>:: : - =- x CHASE I Ci I INTERCONNECTED COMBINATION 04 K C14 �. I co O I <<X SD SMOKE AND CARBONMONOXIDE 2x 8 OVERLAY 2x 8 OVERLAY x = RAFTERS @ 16"O.C. i`' S✓ RAFTERS I N I `CO DETECTORS AS PER R314 OF THE _ _ _ __ ______ * ..______;_:_____:_ `, O IRCONYS AND 915 OF THE IFCONYS i @ 16"O.C. ' Cn _ --------- _ m I w I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR �`� # [� I I MAINTAINING JOB SITE SAFETY DURING THIS PHASE L _ 12 = — —— — — — — —— —— — — — OF WORK&SHALL COMPLY WITH ALL APPLICABLE 2x 8 RAFTERS 2x 8 RAFTERS x 8 RAFTERS W 2x 8 RA ERSI FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING — 6O.C.J L a�16"O.C_ .- — _.� BUT NOT LIMITED TO BUILDING CODES, OSHA �x N REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. = w 2x 8 RAFTERS W _ O m = �� _112- @ 16"O.C. m = + O THE CONTRACTOR SHALL INDEMNIFY&HOLD O C<7 O HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST O.H. O.H. ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. 10'-5"GABLE WIDTH ROOF PLAN =-=-____________ _____z HATCHED AREA INICATES AREA THE CONTRACTOR SHALL VERIFY ALL FIELD ___-_______::____________ CONDITIONS AND NOTIFY THE ARCHITECT OF ANY _ _ -_ _ -___-_' OF ONE ROOF BUILT OVER ANOTHER =_ -=__==-___== CONDITIONS NOT ASSUMED HE SHALL TAKE D SCALE: 1/4"=V-0"=1'-O" _ == LOWER ROOF TO BE BUILT FIRST E ANBE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY TYPICAL ROOF CONSTRUCTION: AGENCY FOR ANY"ERRORS&OMISSIONS"ON LIFETIME ARCHITECTURAL ASPHALT SHINGLES NEW 2-14"x 14"LVL HEADER THESE DOCUMENTS. (COLOR:DETERMINED BY OWNER) NEW 2x 4 COLLAR TIES @ 16"O.C. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 15#ROOF FELT&ICE AND WEATHER SHIELD 1/2"CDX PLYWOOD SHEATHING NEW 2x 8 RAFTERS @ 16"O.C. "METHODS&MEANS"OF CONSTRUCTION. THE RAFTERS AS NOTED R301.2.1.2 PROTECTION OF OPENINGS. ARCHITECT IS NOT RESPONSIBLE FOR FIELD EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL SUPERVISION. BE PROTECTED FROM WINDBORNE DEBRIS.GLAZED OPENING PROTECTION FOR 12 WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST 51 OF ASTM E 1996 AND ASTM E 1886 AS MODIFIED IN SECTION 301.2.1.2.1.GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS 12 FLED q 7 SIMPSON H2A HURRICANE TIE OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. � �C 1 AT EACH RAFTER TO STUD NEVV 2x 6 CEILING NEW 2-2x 8 UPSET CONNECTION. (TYPICAL) EXCEPTION:WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN 7/16 INCH 'JOISTS @ 16"O.C. FLUSH HEADER (11 MM)AND A SPAN OF NOT MORE THAN 8 FEET(2438 MM)SHALL BE PERMITTED FOR OPENING 4 "" x 6 AZEKFASCIA BOARDS PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NEW 2x 8 CEILING a WITH GUTTERS&LEADERS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING.PANELS SHALL BE PREDRILLED 1'-0" JOISTS @ 16"O.C. TO APPROVED DRYWELLS AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT -- O.H. — — — — HARDWARE PROVIDED.ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND '+ �/�� i Q� W = '"G.W.B. ON - NEW EXTERIOR WALL CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2)OR ASCE 7,WITH �� 019743-� y0 O WALLS&CEILING THE PERMANENT CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS O� N�N1 tw- O p = U NEW NEW ±1'-10" CONSTRUCTION: = w PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT IN ACCORDANCE WITH TABLE < U z0 w NEW 2x 8 RAFTERS @ 16"O.C. NEW 2x 4 BENC WICL HALL O.H. TYPICAL SIDING AS PER OWNER W R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET(13, 728 MM) a z V = �" JOISTS 16" C. TYVEK HOUSE WRAP OR EQUAL �- OR LESS WHERE THE ULTIMATE DESIGN WIND SPEED,VULT, IS 180 MPH(290 KPH)OR LESS. F- Y w w z THICK DECORATIVE SOFFIT @ EXISTING RAFTERS NEW 16"DEEP TJI (560) 1"PLYWOOD SHEATHING a z = m t- TOP OF BENCH TO < BE 18"A.F.F. AND CEILING JOISTS PRE-ENGINEERED FLOOR 3"(R-21) CLOSED CELL SPRAY TABLE R301.2.1.2 W a TO BE REMOVED JOISTS @ 16"O.C. FOAM INSUALTION = w °° - " � < WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD W Z W NEW 2-2x 8 UPSET',- 2x 6 STUDS @ 16 O.C. 2 Proposed Second Floor for the: 0 o z 0 i HEADER AZBENCW 4"7$&G eL-YWOOD �" Z STRUCTURAL PANELS a, b, c,d 1� 2 a SUBFLOOR('iLt1ED GYPSUM WALL BOARD ,NEY1�2x 6 SLOPED &NAILED R'-dLU(TYPIC.D FASTENER TYPE FASTENER SPACING(INCHES)a, b DJ CHomes 1'-0" , - 'CEILING JOISTS @ PROVIDE SIMPSON COIL PANEL SPAN 4 FEET 6 FEET 4365 Oaklawn Avenue Extension -1 % — — O I__- 16"O.C. — STRAPPING CS16 12"UP — 5 4 FEET <PANEL SPAN <PANEL SPAN Southold New York 11971 ao — — N — — — -- -------------------- - -- ------------------------------------ NEW STUDS TO 12"DOWN I =- --------r r-------- -- --- ---r ---- --��---TT---- XISTING STUDS(TYPICAL) <_6 FEET 5 8 FEET ------- Town of Southold PR�GIDE[ W 2-14 x 11g I , of PE�IMETENIVOVER 1 "x 118 o County of Suffolk STAIRWAY&HANDRAIL W 2- 4 z U I I EXISTING PLATE. F- AS PER SECTION I I , I z I I I I I I I I PERIMETER LVL OVER = N0.8 WOOD SCREW BASED 16 10 8 = I , I I I I I I I I I I EXISTING PLATE. �- O R311.7&R311.7.8 I I I I ;- I I I I I I I I �' O ANCHOR WITH 2-INCH EMBEDMENT SCTM #: 1000 - 70 - 10 - 11 W OF THE RCONYS I I i w I i i i i NEW i i E = LENGTH LL _ EXISTING , I co V I I i i i 1 DINING 1 i W Issued: Approval ;- F- 2x 8 P.T. DECK I I < NO. 10 WOOD SCREW BASED 16 12 9 @ o) g JOISTS 16"O.C. I , FOYER , , , , I , , I I AREA I I M ++ a I I I I I I I I I I I I +I a ANCHOR WITH 2-INCH EMBEDMENT w W 3-2x 10 P.T.GIRDER I I LENGTH Roo Pan & Building Section I I I I I I I I I I I I Z I I I I I I I I I I I I Z ANCHORED TO 6x 6 I I I I I I I I I I I I 1/4-INCH LAG SCREW BASED ANCHOR 16 16 16 P.T. POSTS. I i I I ,) j i i i i i i WITH 2-INCH EMBEDMENT LENGTHAsh Keri Kazel Architecture — I I — — — — FOR SI: 1 INCH=25.4 MM, 1 FOOT=304.8 MM, 1 POUND=4.448 N, 6x 6 P.T. POSTS ANCHORED I I EXISTING 2x 10 FLOOR 1 MILE PER HOUR=0.447 M/S. 2 Windemere Court TO 16"DIA.SONOTUBE PIERS. I I JOISTS @ 16"O.C.TO P.O. Box 169 REMAIN W = a.THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS,VULT,AND A 45-FOOT Speonk,NY 11972 zz Z ' EXISTING EXISTING EXISTING 8"CMU FOUNDATION o 2 MEAN ROOF HEIGHT. Phone: 631-874-2925 (7 0 i BASEMENT BASEMENT WALL ON EXISTING 16"x 8"P.C. v = b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. Fax: 631-874-7377 Z w w o I FOOTINGS IN GOOD CONDITION D m O FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH FROM THE EDGE OF THE PANEL. �, a = r _�� TAIR TO EXISTING 3-2x 10 LOW X = z c.ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT keri@kazelarchitects.com cn m z REMAIN WOOD GIRDER TO REMAIN ADEQUATE TO SUPPORT ALL W �INM W —=1N J ON EXISTING 3"STEEL COL. PROPOSED LOADS. - U LENGTH OF NOT LESS THAN 2 INCHES INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED r W ON EXIST.24"x 24"x 12"DEEP. +1 NOT LESS THAN 21/2 INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. Date: August 23, 2022 H U P.C. FOOTINGS d.PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING — — — — — — — — VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS Date: June 6, 2022 BUILDING SECTION : S-1 THAN 1,500 POUNDS. I I Scale: As noted SCALE: 1/4"=1'-0" Project No. Ar PROPOSED SECOND FLOOR ADDITION NOTES: TYPICAL ROOF CONSTRUCTION: LIFETIME ARCHITECTURAL ASPHALT SHINGLES R1001.6 CHIMNEYS SHALL EXTEND (COLOR: DETERMINED BY OWNER) METAL ROOFING AT LEAST 2 FEET HIGHER THAN ANY 15#ROOF FELT&ICE AND WEATHER SHIELD PORTION OF A BUILDING WITHIN 1/2"CDX PLYWOOD SHEATHING 10 FEET,BUT NOT LESS THAN RAFTERS AS NOTED 3 FEET ABOVE THE HIGHEST "4 POINT WHERE THE CHIMNEY F- PASSES THRU THE ROOF. 1x 6"AZEK"RAKE BOARDS WITH 1x 2"AZEK"TRIM OVER - 1X 6"AZEK"FRIEZE BOARDS SYMBOL LEGEND 1x 8"AZEK"TRIM BOARDS I I I=1 11=1 11=1 WITH DRIP CAP ABOVE f '- � EARTHI-III=III-1 I 6"CORNER BOARDS T.O.NEW S.F.PLATE _ _ _ _ _ _ _ _ _ T.O. NEW S.F. PLATE POURED CONCRETE AT DORMER L - AT DORMER ';�'-.>:;w,Z.K;-:-:="; �' ='+' = F - OR 8" CMU BLOCK T.O. NEW _ _ _ _ _ I _ _ll 1= _ T.O. NEW EXISTING STUD WALL S.F. PLATE NEW EXTERIOR WALL = _111 l l I _lLI-1-11-1I S.F. PLATE _ TO REMAIN W � �- CONSTRUCTION: o - w g Z VINYL SIDING AS PER OWNER W = B B ~ w 0 O w TYVEK HOUSE WRAP OR EQUAL = 0 0 O o W a EXISTING STUD WALL W W 2"PLYWOOD SHEATHING o W W W z_ TO BE REMOVED W � Q � a NEW2x40R2x6 � o Q � g 3"(R-21) CLOSED CELL SPRAY Z � - � W FOAM INSUALTION _LH , J W w °0 2x s sTUDs @ 1s"o.c. Z BD in- W �— STUD WALL @ 16 O.C. C7 z W p "GYPSUM WALL BOARD N W p z Jossrs JOISTS ABOVE o Ll z Z "' T.O. NEW 1x 10"AZEK"TRIM BOARDS � Ll Lill T.O. NEW SECOND FLOOR WITH DRIP CAP ABOVE SECOND FLOOR 5 SECTION / DETAIL A5 _ T.O. NEW _ _ _ _ _ 1 _ T.O. NEW _ _ N F.F. PLATE 10"x 12"x 3"BRACKETS UNDER -I � F.F. PLATE CANTILEVERED FLOOR A5 BUILDING SECTION O 2sli O ° � EXISTING EXTERIOR WALL ° U_ = = OB OB � _ - WINDOW f- 0 CONSTRUCTION: o c� = VINYL SIDING AS PER OWNER = Uj ® ® ® W -_ _ _ - ELEMENTS ABOVE W TYVEK HOUSE WRAP OR EQUAL I ® I IF- 2"PLYWOOD SHEATHING p Q 3"(R-21) CLOSED CELL SPRAY o -H n-'. FOAM INSUALTION z ILI � _ w � w GIRDER / HEADER ABOVE z 2x 4 STUDS @ 16"O.C. o I z 2"GYPSUM WALL BOARD — ti — — l _ _ _ _ _ _ _ _ ® POST DOWN OIL T.O. EXISTING J � I T.O. EXISTING FIRST FLOOR 4""AZEK"WINDOW&DOOR TRIM FIRST FLOOR INTERCONNECTED COMBINATION " SSD SMOKE AND CARBONMONOXIDE ` _1 CO DETECTORS AS PER R314 OF THE IRCONYS AND 915 OF THE IFCONYS CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE EXISTING 1 ST FLOOR AND GARAGE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS PROPOSED FRONT ELEVATION MATERIAL REMOVAL&DISPOSAL. SCALE: 1/4"=1'-O" THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST PROPOSED SECOND FLOOR ADDITION ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. TYPICAL ROOF CONSTRUCTI N: THE CONTRACTOR SHALL VERIFY ALL FIELD LIFETIME ARCHITECTURAL ASPHALT SH NGLES CONDITIONS AND NOTIFY THE ARCHITECT OF ANY (COLOR:DETERMINED BY OWNER) CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 15#ROOF FELT&ICE AND WEATHER SH ELD RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 1/2"CDX PLYWOOD SHEATHING RAFTERS AS NOTED - THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. 1x 6"AZEK"RAKE BOARDS WITH _ 1x 2"AZEK"TRIM OVER THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE 1x 6"AZEK"FRIEZE BOARDS -ll ARCHITECT IS NOT RESPONSIBLE FOR FIELD 1x 6"AZEK"TRIM BOARDS WITH DRIP CAP ABOVE I 1 _ T.O. NEW S.F. PLATE 6"CORNER BOARDS _- -- _ AT DORMER_ I - T.O. NEW _ _ _ T.O. NEW ,��FtED APC S.F. PLATE — — — — NEW EXTERIOR WALL S.F. PLATE — ������ I � W o _ CONSTRUCTION: _ -' z C7 ^^ A A H VINYL SIDING AS PER OWNER z C7 . g U O w = 4 AZEK"WINDOW&DOOR TRIM �k EL z = o TYVEK HOUSE WRAP OR EQUAL O w Y w w W METAL ROOFING 2"PLYWOOD SHEATHING W W ZD Q Q = 3"(R-21) CLOSED CELL SPRAY g `SCJ. 0ffud9743-� a FOAM INSUALTION �I a y z W0 2"GYPSUM WA 6 BOARD W O OF (��� z � z0 "' T.O. NEW ao 1x 10"AZEK"TRIM BOARDS T.O. NEW u" SECOND FLOOR WITH DRIP CAP ABOVE SECOND FLOOR T.O. NEW _ _ _ �' _ _ _ _ _ T.O. NEW F.F. PLATE — EXISTING EXTERIOR WALL F.F. PLATE — Proposed Second Floor for the: CONSTRUCTION: DJ Custom Homes 0 VINYL SIDING AS PER OWNER 0 = TYVEK HOUSE WRAP OR EQUAL U = 4365 Oaklawn Avenue Extension c� '"PLYWOOD SHEATHING Southold New York 11971 _ __ 3"(R-21) CLOSED CELL SPRAY Ix _ > > W0 w J FOAM INSUALTION �` w Town of Southold J = $ w 2x 4 STUDS @ 16"O.C. g County of Suffolk a p g GYPSUM WALLBOARD a z 19 ( o z SCTM #: 1000 - 70 - 10 - 11 _ u U_ ogb T.O. EXISTING _ _ _ _ _ _T.O. EXISTING _ Issued: Approval FIRST FLOOR - FIRST FLOOR Building Section Keri Kazel, Architecture DECORATIVE VINYL LATTICE 2 Windemere Court PROPOSED P.O. Box 169 STOOP EXISTING 1ST FLOOR, GARAGE AND WOOD DECK Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 ' keri@kazelarchitects.com PROPOSED RIGHT SIDE ELEVATION- Date: August 23, 2022 SCALE: 1/4=1'-0" Date: June 6, 2022 Scale: As noted Project No. A7 NOTES: TYPICAL ROOF CONSTRUCTION: _ LIFETIME ARCHITECTURAL ASPHALT SHINGLES --1x 6"AZEK"RAKE BOARDS WITH (COLOR:DETERMINED BY OWNER) 1x 2"AZEK"TRIM OVER SYMBOL LEGEND 15#ROOF FELT&ICE AND WEATHER SHIELD ll ll J 1x 6"AZEK"FRIEZE BOARDS 1/2"CDX PLYWOOD SHEATHING 1x 6"AZEK"TRIM BOARDS RAFTERS AS NOTED WITH DRIP CAP ABOVE - 1 l 6"CORNER BOARDS EARTH POURED CONCRETE OR 8" CMU BLOCK T.O. NEW _ LLUI 1 _ _ _ _ T.O. NEW — EXISTING STUD WALL S.F.PLATE — — — — - r 11 NEW EXTERIOR WALL S.F. PLATE TO REMAIN �- - CONSTRUCTION: Z o G O O = VINYL SIDING AS PER OWNER = O w TYVEK HOUSE WRAP OR EQUAL O EXISTING STUD WALL W --------� TO BE REMOVED w W w 2"PLYWOOD SHEATHING w W `_n g 3"(R-21) CLOSED CELL SPRAY NEW 2x 4 OR 2x 6 FOAM INSUALTION a - o 0 a STUD WALL @ 16" O.C. - z 2x 6 STUDS @ 16"O.C. 3: W Z p 2"GYPSUM WALL BOARD Z p JOISTSi -j JOISTS ABOVE "- °O 1x 10"AZEK"TRIM BOARDS U 16O.C. T.O.NEW 1 1�1 T.O. NEW SECOND FLOOR `O WITH DRIP CAP ABOVE SECOND FLOOR 5 Nt., A5 SECTION / DETAIL T.O.NEW _ _ _ _ _ T.O.NEW F.F. PLATEF.F. PLATE BUILDING SECTION IN" u EXISTING EXTERIOR WALL s-� ' 61111 11 1111 H 1 _ CONSTRUCTION: A5 p p VINYL SIDING AS PER OWNER U- = D O TYVEK HOUSE WRAP OR EQUAL U = WINDOW 1- 0 '"PLYWOOD SHEATHING _ = 3"(R-21) CLOSED CELL SPRAY _ "- FOAM INSUALTION w - - -- - ELEMENTS ABOVE ~ = w 1K K F- 2x 4 STUDS @ 16"O.C. O = = O v Q 2"GYPSUM WALL BOARD -H — w - w w GIRDER / HEADER ABOVE z "' = z a U — — — — — — — — ® POST DOWN T.O. EXISTING o T.O. EXISTING_ FIRST FLOOR z FIRST FLOOR — _ INTERCONNECTED COMBINATION 0D <X SD SMOKE AND CARBONMONOXIDE CO CO DETECTORS AS PER R314 OF THE DECORATIVE VINYL LATTICE IRCONYS AND 915 OF THE IFCONYS CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE EXISTING 1 ST FLOOR, GARAGE AND WOOD DECK 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. PROPOSEDFRONT ELEVATION THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND SCALE: 1/4"=1'-O" THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. PROPOSED SECOND FLOOR ADDITION 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. TYPICAL ROOF CONSTRUCTION: - - - LIFETIME ARCHITECTURAL ASPHALT SHINGLES THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON (COLOR: DETERMINED BY OWNER) THESE DOCUMENTS. 15#ROOF FELT&ICE AND WEATHER SHIELD - - _ 1/2"CDX PLYWOOD SHEATHING RAFTERS AS NOTED THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. l NEW EXTERIOR WALL LM CONSTRUCTION: VINYL SIDING AS PER OWNER TYVEK HOUSE WRAP OR EQUAL T.O. NEW_ _ _ _ _ 2"PLYWOOD SHEATHING _ _ T.O. NEW ,��FtED A��, S.F.PLATE 3"(R-21) CELSPRAY S.F.PLATE �5AN; FOAM INSUALTION k < G O w p 2"GYPSUM WALL BOARD z ;;`8 o w W W W 1x 10"AZEK"TRIM BOARDS w W t. g WITH DRIP CAP ABOVE 009743-� w0 z w0 Z O0 METAL ROOFING z O U- T.O. NEW °D T.O. NEW SECOND FLOOR SECOND FLOOR T.O. NEW_ T.O. NEW_ F.F.PLATE 10"x 12"x 3"BRACKETS UNDER F.F.PLATE Proposed Second Floor for the: CANTILEVERED FLOOR O O DJ Custom Homes ° ,- J -- A EXISTING EXTERIOR WALL ° 4365 Oaklawn Avenue Extension o CONSTRUCTION: = W VINYL SIDING AS PER OWNER �_ = Southold, New York 11971, �- w = TYVEK HOUSE WRAP OR EQUAL w Town of Southold 0 J p 2^PLYWOOD SHEATHING Q, g County of Suffolk ++ z 3 (R-21) CLOSED CELL SPRAY � o- w I:j FOAM INSUALTION zo 2x 4 STUDS @ 16"O.C. z SCTM #: 1000 - 70 - 10 - 11 F- 2"GYPSUM WALLBOARD T.O.EXISTING _ _ _ _ _ _ T.O. EXISTING Issued: Approval FIRST FLOOR FIRST FLOOR Building Elevations Keri Kazel, Architecture 2 Windemere Court PROPOSED P.O. Box 169 EXISTING 1ST FLOOR, GARAGE AND WOOD DECK STOOP Speonk, NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 kefi@kazelarchitects.com PROPOSED LEFT SIDE ELEVATION- Date: August 23 2022 SCALE: 1/4 If=1 1-011 Date: June 6, 2022 Scale: As noted Project No. NOTES: BRACED WALL"E": 13'-32"ACTUAL TABLE R602.10.3(1) BRACED WALL"D": 24'-8"ACTUAL TABLE R602.10.3(1) REQUIRED CS-WSP: 3'-4"INTERPOLATED TABLE R602.10.3(1) REQUIRED CS-WSP: 5'-112" INTERPOLATED TABLE R602.10.3(1) SYMBOL LEGEND CS-WSP REQUIRED: 5'-112" CS-WSP REQUIRED: 5'-112" CS-WSP PROVIDED: 7'-12" CS-WSP PROVIDED: 16'-9" V111L 111L 11= EARTH 1 MINIMUM LENGTH OF BRACED MINIMUM LENGTH OF BRACED POURED CONCRETE WALL PANELS FOR CS-WSP: 30" TABLE R602.10.5 WALL PANELS FOR CS-WSP: 30" TABLE R602.10.5 `'=% %= ?` OR 8" CMU BLOCK PROVIDED MIN. LENGTH OF BRACED PROVIDED MIN.LENGTH OF BRACED -•_=:�}=; a:==•-•° WALL PANEL FOR CS-WSP: 424" WALL PANEL FOR CS-WSP: 53" 3 EXISTING STUD WALL MINIMUM 3"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED i"MIN.SHEATHING MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2"MIN. SHEATHING r—_ TO REMAIN 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 E__ _I EXISTING STUD WALL TO BE REMOVED 13'-32"BRACED WALL LINE"E" 24'-8"BRACED WALL LINE"D" NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. 3'-64" 3'-64" JOISTS JOISTS ABOVE 16 B.W.P. 6'-2" B.W.P. 4'-5" 8'-6"B.W.P. 3'-6" 8'-3"B.W.P. — . 5 SECTION / DETAIL A5 — A5 BUILDING SECTION A5 V BRACED WALL"C": 10'-72"ACTUAL TABLE R602.10.3(1) iu REQUIRED CS-WSP: 2'-8"INTERPOLATED TABLE R602.10.3(1) WINDOW z -' CS-WSP REQUIRED: 2'-8" CS-WSP PROVIDED: 10'-72" - ELEMENTS ABOVE m w MINIMUM LENGTH OF BRACED r WALL PANELS FOR CS-WSP: 30" TABLE R602.10.5 PROVIDED MIN. LENGTH OF BRACED — GIRDER / HEADER ABOVE 00 WALL PANEL FOR CS-WSP: 1272" SIN MINIMUM e"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2"MIN.SHEATHING © POST DOWN MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 INTERCONNECTED COMBINATION i<X SD SMOKE AND CARBONMONOXIDE -''CO DETECTORS AS PER R314 OF THE — 104 IRCONYS AND 915 OF THE IFCONYS io00i 17i � N Cl) CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE BRACED WALL"F": 36'-8"ACTUAL TABLE R602.10.3(1) _ o OF WORK&SHALL COMPLY WITH ALL APPLICABLE REQUIRED CS-WSP: 8'-4"INTERPOLATED TABLE R602.10.3(1) "- co FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING w BUT NOT LIMITED TO BUILDING CODES, OSHA CS-WSP REQUIRED: 8'-4" REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS CS-WSP PROVIDED: 29'-8" Q a O MATERIAL REMOVAL&DISPOSAL. MINIMUM LENGTH OF BRACED m — — �' N n THE CONTRACT SHALL LL INDEMNIFY&HOLD WALL PANELS FOR CS-WSP: 30" TABLE R602.10.5 wio `r m HARMLESS THE OWNER,THE ARCHITECT,AND PROVIDED MIN. LENGTH OF BRACED U ' THEIR AGENTS&EMPLOYEES FROM AND AGAINST WALL PANEL FOR CS-WSP: 90" go BRACED WALL"B": 26'-02„ACTUAL TABLE R602.10.3(1) In � 1 ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES a0 W REQUIRED CS-WSP: 6-22”INTERPOLATED TABLE R602.10.3(1) ARISING OUT OF OR RESULTING FROM ANY OF THE �31MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2"MIN.SHEATHING io J ITEMS LISTED ABOVE. MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 N J CS-WSP REQUIRED: V-22" < CS-WSP PROVIDED: 17-82 THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY r, w MINIMUM LENGTH OF BRACED CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE WALL PANELS FOR CS-WSP: 30" TABLE R602.10.5 RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. M PROVIDED MIN. LENGTH OF BRACED N WALL PANEL FOR CS-WSP: 322" THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON N MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2"MIN.SHEATHING THESE DOCUMENTS. m MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3 3 ITEM#30 i THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD i SUPERVISION. ao 00 _ _ .— N BRED ACl) Cd /? 0<9743A �O OF NES 2'-62" 3,-12" X-1" 6.-81" B.W.P. 8'-9" B.W.P. 5'-0" B.W.P. 8'-9" B.W.P. 37'-112"BRACED WALL LINE"A" Proposed Second Floor for the: DJ Custom— Homes BRACED WALL"A": 37'-112"ACTUAL TABLE R602.10.3(1) 4365 Oaklawn Avenue Extension Southold New York 11971 REQUIRED CS-WSP: 8'-7"INTERPOLATED TABLE R602.10.3(1) , Town of Southold CS-WSP REQUIRED: 8'-7" CS-WSP PROVIDED: 15'-52" County of Suffolk MINIMUM LENGTH OF BRACED SCTM #: 1000 - 70 - 10 - 11 WALL PANELS FOR CS-WSP: 30" TABLE R602.10.5 PROVIDED MIN. LENGTH OF BRACED Issued: Approval WALL PANEL FOR CS-WSP: 302" MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED2"MIN. SHEATHING Braced Wall Calculations MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 SECOND FLOOR BRACED WALL CALCULATIONS Speonk, NY 11972 '°' Phone: 631-874-2925 SCALE: 1/4"=1'-0" NOTES: Fax: 631-874-7377 BRACING REQUIREMENTS ARE BASED ON keri@kazelarchitects.com TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. Date: August 23, 2022 SEE BRACED WALL DIAGRAMS ON SHEET Al Date: June 6, 2022 Scale: As noted Project No. A9 NOTES: 37'-112"BRACED WALL LINE"A" 26'-02"BRACED WALL LINE"B" 10'-72"BRACED WALL LINE"C" 2'-62" 2" 3'_1^ U-82" 3'-0" 7'-10" 4'-2" 2-82" B.W.P. 8'-9" B.W.P. 01 5'-0" B.W.P. 8'-9" B.W.P. B.W.P. 2'-8" B.W.P. 2'-8" B.W.P. 3'-0" B.W.P. 11, SYMBOL LEGEND -1 11=1 11=1 11=1 EARTH 1-111'III—III POURED CONCRETE OR 8" CMU BLOCK EXISTING STUD WALL TO REMAIN EXISTING STUD WALL TO BE REMOVED NEW2x40R2x6 EH HI @ STUD WALL @ 16" O.C. JOISTS 6 0. JOISTS ABOVE x V 1\� z 5 A5 SECTION / DETAIL S-' BUILDING SECTION MINIMUM 8"EXTERIOR SHEATHING AS PER MINIMUM$"EXTERIOR SHEATHING AS PER A5 TABLE R602.3(3)SPECIFIED 2"MIN.SHEATHING TABLE R602.3(3)SPECIFIED PMIN. SHEATHING MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.C1— WINDOW FIELD AS PER TABLE R602.3(3)ITEM#30 FIELD AS PER TABLE R602.3(3)ITEM#30 BRACED WALL LINE "A" BRACED WALL LINE "B" & "C" -- - - - _— — — — ELEMENTS ABOVE SCALE: 1/4"=V-0" SCALE: 1/4"=l'—O" GIRDER / HEADER ABOVE ® POST DOWN 24'-8"BRACED WALL LINE"D" 13'-32INTERCONNECTED COMBINATION 10J."BRACED WALL LINE"E" 36'-8" BRACED WALL LINE"F" (<:ISD SMOKE AND CARBONMONOXIDE "Cy CO DETECTORS AS PER R314 OF THE T-61 3'_64-3^ IRCONYS AND 915 OF THE IFCONYS 8'-3"B.W.P. 3'-6" 8'-6"B.W.P. 4'-5" 01 B.W.P. 6'-2" B.W.P. 11'-1"B.W.P. 31-6" 7'-6"B.W.P. 3'-6" '0111'-1"B.W.P. 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 Xz X CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. MINIMUM-"EXTERIOR SHEATHING AS PER MINIMUM "EXTERIOR SHEATHING AS PER THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 8 8 AGENCY FOR ANY"ERRORS&OMISSIONS"ON TABLE R602.3(3)SPECIFIED z"MIN.SHEATHING TABLE R602.3(3)SPECIFIED� MIN.SHEATHING THESE DOCUMENTS. MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 FIELD AS PER TABLE R602.3(3)ITEM#30 THE CONTRACTOR IS SOLEY RESPONSIBLE FOR BRACED WALL LINE "D" & "E" B RACED WALL LINE "F" "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. SCALE: 1/4"=l'—O" SCALE: 1/4"=l'—O" SECOND FLOOR BRACED WALL CALCULATIONS ���EDA�� 1 \Gj ��� pN SCALE: 1/4"=I'—O" NOTES: BRACING REQUIREMENTS ARE BASED ON a✓J� TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. T 0 743- y0Q`" SOF NES Proposed Second Floor for the: DJ Custom Homes 4365 Oaklawn Avenue Extension Southold, New York 11971, Town of Southold County of Suffolk SCTM #: 1000 - 70 - 10 - 11 Issued: Approval Braced Wall Diagrams Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Date: August 23, 2022 Date: June 6, 2022 Scale: As noted A10 Project No. NOTES: FASTENING SCHEDULE- TABLE R602.3(1)- ABBR. TABLE R802.11- ABBREVIATED 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 FOF 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 R602.1 SECTION , OR WHEN APPLICABLE,SECTION 8602.12. OR SECTION 8602.10.4.2 ROOF FRAMING EXPOSURE C RAFTERS RAFTER RAFTER GROUND SNOW LOAD:20 PSF CONTINUOUS SHEATHING METHODS.SEE BRACED WALL 1 BLOCKING BETWEEN CEILING JOISTS 4-8d BOX(2-1/2")OR EACH RAFTER,TOE NAIL (MPH)Vult ULTIMTE DESIGN WIND SPEED SLOPE SPACING CALCULATIONS AND DIAGRAMS ATTACHED TO THIS SET OF OR RAFTERS TO TOP PLATE 3-8d COMMON12'-0"TO 28'-0"ROOF SPAN DOUBLE TOP ROOF SPAN DRAWINGS. RAFTER ROOF 140(MPH) PLATE 12FT 1 20FT I 28FT I 36FT OR TRUSS SPAN ROOF PITCH NUMBER OF COMMON NAILS A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO 2 CEILING JOISTS TO TOP PLATE 4-8d BOX(2-1/2")OR EACH JOIST,TOE NAIL 3:12 16"O.C. 5 8 10 13 3-8d COMMON SPACING (FEET) <5:12 X5:12 TRANSMIT THE APPLICABLE UPLIFT FORCES IN 4:12 16"O.C. 4 6 8 10 SECTION R802.11.1 FROM THE ROOF ASSEMBLY TO THE 12 263 247 5:12 16"O.C. 3 5 6 8 3 CEILING JOISTS NOT ATTACHED TO 4-10d BOX(3")OR FACE NAIL 18 342 322 FOUNDATION. PARALLEL RAFTER,LAPS OVER PARTITION 3-16d COMMON (32") 24 422 396 9:12 16"OO.C: 3 4 4 5 SYMBOL LEGEND (SEE SECTION R802.5.2 AND TABLE R802.5.2) 4-3"x 0.131"NAILS 16"O.C. 28 476 446 32 529 496 24"MAX. 24"MAX. 12:12 16"O.C. 3 3 4 4 R802.1 1.1 UPLIFT RESISTANCE. 4 CEILING JOISTS ATTACHED TO FACE NAIL 36 583 547 O.H. 0.H. a.40d box nails shall be permitted to be substituted for 16d common ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN -I 11=1 11=1 11=1 EARTH TABLE 8802.5.1(9) nails. ACCORDANCE WITH SECTIONS R802.11.1.1 AND R802.11.1.2. 1=III=III=1I I PARALLEL RAFTER-HEEL JOINT 42 664 622 WALL STUD (SEE SECTION 8802.5.2 AND TABLE 8802.5.2) 48 745 697 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(90.8 KG), RAFTERS AND TRUSSES SPACED NOT MORE THAN ': >';' =` '': POURED CONCRETE TIES AT EACH RAFTER TO STUD CONNECTION "` nails are clinched. _ ^ 24 INCHES 610 MM ON CENTER SHALL BE PERMITTED TO BE -2 ' :3 - :;Y -• 5 COLLAR TIES OR 14"x 20 GA. RIDGE STRAPS 4-10d BOX(3")OR FACE NAIL TO EACH RAFTER a.The uplift connection forces are based on a maximum 33-foot mean t" ) �•;1.z.- OR 8 CMU BLOCK 18 GAGE- 12 8dx1- NAILS IN EACH TIE. ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN 3-10d COMMON(3") roof height and Wind Exposure Category B or C.For Exposure D,the ( ) 2 c.Heel joint connections are not required where the ridge is supported by UPLIFT: DOUG FIR=575, HEM FIR=495 ACCORDANCE WITH TABLE R602.3 EXISTING STUD WALL uplift connection force shall be selected from the Exposure C portion of aload-bearing wall,header or ridge beam. 1( )• 3-10d COMMON 2 TOE NAILS ON ONE SIDE& the table using the next highest tabulated ultimate design wind speed. WHERE THE BASIC WIND SPEED DOES NOT EXCEED 115 MPH, TO REMAIN 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 by 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 purlins to a load-bearing wall,the tabulated heel joint connection 5:12 OR GREATER AND THE ROOF SPAN IS 32 FEET 9754 MM OF EACH RAFTER OR TRUSS proportionally OR LESS, RAFTERS AND TRUSSES SPACED NOT MORE THAN C = - _ EXISTING STUD WALL roof heights. requirements shall be permitted to be reducedto the 4-16d OR RAFTERS reduction in span. 7 ROOF RAFTERS TO 3-16d 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 TO BE REMOVED 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 3-16d BOX OR PLATE lap splices. ACCORDANCE WITH TABLE R602.3(1). NEW 2X 4 OR 2X 6 2-16d COMMON END NAIL c.The tabulated uplift connection forces are limited to a maximum roof STUD WALL @ 16" O.C. overhang of 24 inches. 28'-0"TO 48'-0"ROOF SPAN f.Where rafter ties are substituted for ceiling joists,the heel joint R802.1 1.1.1 TRUSS UPLIFT RESISTANCE. WALL FRAMINGd. 10 connection requirement shall be taken as the tabulated heel joint JOISTS JOISTS ABOVE m TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL , The tabulated uplift connection forces shall b fto b connection requirement for two-thirds of the actual rafter slope. ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING @ 6O.G. 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 witt thin n 8 8 feeeett of bui lding ;a', - ( ( ) comers. ..' .": g.Applies to roof live load of 20 psf or less. UPLIFT FORCES AS SPECIFIED ON THE TRUSS DESIGN r' DRAWINGS FOR THE ULTIMATE DESIGN WIND SPEED AS 5 SECTION / DETAIL STUD TO STUD AND ABUTTING STUDS AT 16d BOX(3-1/2"x0.162") 16"O.C.FACE NAIL e.For buildings with hip roofs with 5:12 and greater pitch,the tabulated .~M h.Tabulated heel joint connection requirements assume that ceiling joists DETERMINED BY FIGURE R301.2(4)A AND LISTED IN TABLE A5 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 joists or rafter ties are located higher in the attic,heel joint connection DOCUMENTS.UPLIFT FORCES SHALL BE PERMITTED TO BE S-1 forces. 24"MAX. 24"MAX, requiremer is shall be increased by the following factor;: DETERMINED AS SPECIFIED BY TABLE R802.11, IF APPLICABLE, A5 BUILDING SECTION 10 BUILT UP HEADER 16d COMMON (3-104.162") 16"O.C. FACE NAIL ALONG EDGES 0.H. O.H. HC/HR Heel Joint Connection OR AS DETERMINED BY ACCEPTED ENGINEERING PRACTICE. f.For wall-to-wall and wall-to-foundation connections,the uplift connection WALL STUD 1/3 fus r►�e9ac or 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 pff for full wall above. 1/4 1.33 WINDOW 4-8d COMMONUSE SIMPSON H10S SEISMIC&HURRICANE 1/5 1.25 R802.11.1.2 RAFTER UPLIFT RESISTANCE. g.Linear interpolation between tabulated roof spans and wind speeds TIES AT EACH RAFTER TO STUD CONNECTION 1/6 1.20 INDIVIDUAL RAFTERS SHALL BE ATTACHED TO SUPPORTING " " " shall be permitted. 1/10 or less 1.11 WALL ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2 x0.162 ) 16 O.C. FACE NAIL 18 GAGE-(24)8dx1�"NAILS IN EACH TIE. UPLIFT FORCES AS DETERMINED BY TABLE R802.11 OR AS - - -- - ELEMENTS ABOVE h.The tabulated forces for a 12-inch on-center spacing shall be permitted (UPLIFT: DOUG FIR=1,010, HEM FIR=870) DETERMINED BY ACCEPTED ENGINEERING PRACTICE. 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: CONNECTIONS FOR BEAMS USED IN A ROOF SYSTEM SHALL 12-16d BOX 24"LAP SPLICE LENGTH EA.SIDE OF END JOINT) HC=Height of ceiling joists or rafter ties measured vertically above the - GIRDER / HEADER 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 ® POST DOWN 15 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL 2-16d COMMON �� SD INTERCONNECTED COMBINATION R403.1.6 FOUNDATION ANCHORAGE. 8403.1.6.1 FOUNDATION ANCHORAGE IN R602.10.8 BRACED WALL PANEL CONNECTIONS. CONTINUOUS RIM < 'ISQ SMOKE AND CARBONMONOXIDE 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 _YCDETECTORS AS PER R313 OF IRCONY 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 THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD 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 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 2-16d COMMON COLD-FORMED STEEL FRAMING SHALL BE ANCHORED D0, D1 AND D2 AND WOOD LIGHT-FRAME TOWNHOUSES IN ABOVE OR BELOW,A RIM JOIST, BAND JOIST OR BLOCKING SHALL MAINTAINING JOB SITE SAFETY DURING THIS PHASE DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL SEISMIC DESIGN CATEGORY C. BE PROVIDED ALONG THE ENTIRE LENGTH OF THE BRACED WALL PANEL OF WORK&SHALL COMPLY WITH ALL APPLICABLE FLOOR FRAMING PLATES IN ACCORDANCE WITH SECTION R505.3.1 OR R603.3.1 IN ACCORDANCE WITH FIGURE R602.10.8(1).FASTENING Sd @ 6"O.C.ALONG 8d @ 6"O.C.ALONG FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING 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 BUT NOT LIMITED TO BUILDING CODES, OSHA 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). REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FULL LENGTH OF REQUIRED BRACED WALL LINES BRACED WALL PANEL BRACED WALL PANEL MATERIAL REMOVAL&DISPOSAL. 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 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 THE CONTRACTOR SHALL INDEMNIFY&HOLD 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 HARMLESS THE OWNER,THE ARCHITECT,AND 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 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). THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY BRACED WALL PANEL BRACED WALL PANEL ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES 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 ARISING OUT OF OR RESULTING FROM ANY OF THE (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 ITEMS LISTED ABOVE. 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 (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES MEMBERS TO EACH SIDE OF THE BRACED WALL PANEL IN ACCORDANCE CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS 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 OR BAND JOIST ALONG LENGTH OF BRACED WALL PANEL THE CONTRACTOR SHALL VERIFY ALL FIELD 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 CONDITIONS AND NOTIFY THE ARCHITECT OF ANY ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 7 R602.10.8(2). FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 27 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 WHEN PERPENDICULAR TO FLOOR / CEILING FRAMING RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 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 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 8403.1.6. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 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 AGENCY FOR ANY"ERRORS&OMISSIONS"ON 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 THESE DOCUMENTS. SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 OR BAND JOIST OR BAND JOIST @ 16"O.C.ALONG 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 THE CONTRACTOR IS SOLEY RESPONSIBLE FOR FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING FEET(1219 MM)FOR BUILDINGS OVER TWO STORIES IN "METHODS&MEANS"OF CONSTRUCTION. THE TOE NAIL 3-8d NAILS SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT HEIGHT. ARCHITECT IS NOT RESPONSIBLE FOR FIELD DESCRIPTION OF NUMBER AND TYPE SPACING OF FASTENERS ROOF SHEATHING GABLE ARE NOT PART OF A BRACED WALL PANEL SHALL BE B @ 6"O.C.ALONG 8d @ 6"O.C.ALONG AT EACH BLOCKING SUPERVISION. 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 SUPPORTS PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST SECTION R602.11.2. BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 30 3/8"TO 1/2" 6d COMMON (SUBFLOOR, 6" 12"F 6" DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 AND R318. 6.WHERE CONTINUOUS WOOD FOUNDATIONS IN WALL) 3-8d NAILS AT EACHED q 8d COMMON (ROOF) ACCORDANCE WITH SECTION 8404.2 ARE USED,THE 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG BLOCKING MEMBER g��R �C'yj EXCEPTIONS: FORCE TRANSFER SHALL HAVE A CAPACITY EQUAL TO BRACED WALL PANEL BRACED WALL PANEL �� ANry k 31 19/32"TO 1" 8d COMMON 6" 12"F 6" 1.WALLS 24 INCHES(610 MM)TOTAL LENGTH OR OR GREATER THAN THE CONNECTIONS REQUIRED BY �`` SHORTER CONNECTING OFFSET BRACED WALL PANELS SECTION R602.11.1 OR THE BRACED WALL PANEL SHALL 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 ! �'�: 6'�i--/ l 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 CONTINUOUS RIM ADDITIONAL FRAMING 2-16d NAILS CENTER THIRD OF THE PLATE SECTION AND SHALL BE PANEL-TO-FLOOR FASTENING OR BAND JOIST MEMBER DIRECTLY BELOW EACH SIDE EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES ATTACHED TO ADJACENT BRACED WALL PANELS AT REQUIREMENTS OF TABLE R602.3(1). BRACED WALL PANELx,// Q� MINIMUM NAIL MINIMUM WOOD WOOD WALL NAIL SPACING CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). FULL HEIGHT BLOCKING / �`' 0?9743- y0 NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL STUD FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION @ 16"O.C.ALONG .l �OP N��J�1 PANEL SPAN RATING PANEL THICKNESS SPACING EDGES FIELD 2.CONNECTION OF WALLS 12 INCHES(305 MM)TOTAL WHEN PARALLEL TO FLOOR/CEILING FRAMING BRACED WALL PANEL LENGTH OR SHORTER CONNECTING OFFSET BRACED 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 ATTACHED TO ADJACENT BRACED WALL PANELS AT BOLTS @ 4'-0"O.C. MAX.AS PER 6 CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3 1). SECTION R403.1. . INTERIOR GYPSUM WALL BOARD ( 8602.10.8.2 CONNECTIONS TO ROOF BELOW,WOOD STRUCTURAL PANELT H VE THE OP GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS TO SHEATHING EXTENDING ABOProposed Second Floor for the: 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 DJ Custom Homes BE ATTACHED TO RAFTERS OR ROOF TRUSSES ABOVE IN EACH TRUSS WEB WITH THREE-8D NAILS PER SECTIONS 4"MIN ACCORDANCE WITH TABLE R602.3(1)AND THIS SECTION. (21/2 INCHES x 0.131 INCH)AND BLOCKING 1/2 CEILING EITHER DIRECTION 16 O.C. 7 12 5d COOLER NAILS R404.1.6 AND /. 8-MAX WHERE REQUIRED BY THIS SECTION, BLOCKING BETWEEN BETWEEN THE TRUSSES SHALL NOT BE REQUIRED. 4365 OaklaWn Avenue Extension WALL EITHER DIRECTION 16"O.C. 8" 16" R317.1 #3. RAFTERS OR ROOF TRUSSES SHALL BE ATTACHED TO Southold, New York 119719 2-2x 6 SILL PLATES WITH TOP PLATES OF BRACED WALL PANELS AND TO RAFTERS 2.FOR SEISMIC DESIGN CATEGORIES D0, D1 AND D2,WHERE SOLID BLOCKING BETWEEN 5/8 CEILING EITHER DIRECTION 16 O.C. 7 12 6d COOLER NAILS 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 Town O Southold FINISHED SHIELD. R602.3(1).A CONTINUOUS BAND, RIM OR HEADER JOIST OR TO THE TOP OF THE RAFTERS OR ROOF TRUSSES IS 151/4 PLATES WITH 8d @ 6"O.C. County of Suffolk 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 GARAGE CLO. 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. 8 THICKNESS PER SECTION REQUIRED BY THIS SECTION. BLOCKING SHALL NOT BE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE z SCTM #: 1000 - 70 - 1 - 11 MIN. - R404.1.4.2 REQUIRED OVER OPENINGS IN CONTINUOUSLY SHEATHED R602.10.8.2 1 a HABITABLE SCREWS SHALL COMPLY MIN. DEPTH PER SECTION - ( ) Issued: A royal ROOMS WITH IRC SECT. R702.3.5.1 R403.1.4 OR GREATER FOR BRACED WALL LINES. IN ADDITION TO THE REQUIREMENTS N pp FROST PROTECTION PER z - OF THIS SECTION, LATERAL SUPPORT SHALL BE 3.WHERE THE DISTANCE FROM THE TOP OF THE BRACED SECTION R403.1.4.1 - 2 PROVIDED FOR RAFTERS AND CEILING JOISTS IN WALL PANEL TO THE TOP OF RAFTERS OR ROOF TRUSSES Load Path Diagrams o • ACCORDANCE WITH SECTION R802.8 AND FOR TRUSSES IN EXCEEDS 154 INCHES(387 MM),THE TOP PLATES OF THE c;, ACCORDANCE WITH SECTION R802.10.3. ROOF BRACED WALL PANEL SHALL BE CONNECTED TO for Wall Braced Walls 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 i:n zo z - 1.FOR SEISMIC DESIGN CATEGORIES A, B AND C METHODS: Keri Kazel, Architecture CONTINUOUS LOAD PATH FOR 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 2 Windemere Court 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) P.O. Box 169 WALL BRACING D & NOTES BLOCKING BETWEEN RAFTERS OR ROOF TRUSSES SHALL BRACED WALL PANEL CONNECTION 16"MIN FOOTING PLACED PRIOR TO Speonk,NY 11972 STEM WALL INSTALLATION NOT BE REQUIRED.WHERE THE DISTANCE FROM THE TOP 3.2.VERTICAL BLOCKING PANELS CONSTRUCTED IN Phone: 631-874-2925 BASEMENT OR CRAWL SPACE ALT:#4 REBAR @ 48"O.C. OF THE BRACED WALL PANEL TO THE TOP OF THE ACCORDANCE WITH FIGURE R602.10.8.2(3). TO PERPENDICULAR RAFTERS Fax: 631-874-7377 AS PER THE 2020 RESIDENTIAL CODE 14"MIN INTO STEM WALL. RAFTERS 35 ROOF TRUSSES ABOVE IS BETWEEN 91/4 CONCRETE STEM WALL AND INCHES(235 MM)AND 151/4 INCHES(387 MM), BLOCKING 3.3. BLOCKING PANELS PROVIDED BY THE ROOF TRUSS keri@kazelarchitects.com SPREAD FOOTING FOR BRACED BETWEEN RAFTERS OR ROOF TRUSSES SHALL BE MANUFACTURER AND DESIGNED IN ACCORDANCE WALL PANELS. PROVIDED ABOVE THE BRACED WALL PANEL IN WITH SECTION R802. Date: August 23, 2022 ACCORDANCE WITH FIGURE R602.10.8.2(1). OF N YORK STATE 3.4. BLOCKING, BLOCKING PANELS OR OTHER Date: June 6 2022 EXCEPTION:WHERE THE OUTSIDE EDGE OF METHODS OF LATERAL LOAD TRANSFER DESIGNED IN TRUSS VERTICAL WEB MEMBERS ALIGNS WITH ACCORDANCE WITH THE AWC WFCM OR ACCEPTED THE OUTSIDE FACE OF THE WALL STUDS ENGINEERING PRACTICE. Scale: As noted All 11 Project No. J .r-s"•• - •'•„_ 16 ,fit `I�; j"�;� �,�y r� �f:•`� 1' ti tIt ',e I!T;rye I tl I (,T 1fr �r 7.i_4i �ti i/ ` i40OD i`P,.z FR,,'IrI G • , r' _ i ". � > 1 1' rf !f 1„nfll I,uJ,,.hl'J° •�1 � ."r .�' ,i •1 .r 11 � - `C'rs i 7 11"SnAD.,'1 p S UTHINw T`w'`..� ,�, r��n•:° i RJ Fi5l' url •�r.r{`_r. a,�''. i.a,f I �` o�j '1_�•'1_,.-` ,� _-�'_- Rte���!'.~ ''�' ` ..Lv�t ` A,.,,7a1 r r SS T ntTi OF INSULA PL, C7.1�ED 1­14 �f - -I S�' "• l e' ,' 1'• ` µ, � • F ! n s rj 3'ic�.�J�ti!r-1C' e n t ^ (s r,O'F'�. A7IC , 1 RIG0INSULATI1�N ! t• y WINIEDA;FSP-..,E D,'?Jcsp?.^�R7C, .riT:"1fSp-1C?TC' dirF17IL daIv,!E1FFLE r+41•41J'11�='. er,.A t i^a �. 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'' 41 - LIVING SPACE ABOVE LIVING SPACE ABOVE •1 Era to ~FC 1 �I # ~� ^ �,, • CONDITIONED ATTIC ACCESS PANEL ; ` 9 _r ,. '1 e - - -0 = _ ; �W .,,�I,'rs��� UNCONDITIONED SPACE CO I ZONED SPACE !-•,Er . . : .i. c•-E'3 1 i• _ OFS r«L-t- SCALE: NTS L•-- _ „ d, d r� SCALE: NTS SCALE: NTS s 1 Z,c .alio 1 r,SJLhV:I�I E:IT :C''1741 ■.p•,1• s-., ■F �Irl•�! _-I - Jp _ t �` •i` • '° ° 'r ' `` ATTIC EAVE BAFFLE to-!r;_au!` rr,7 1--►� "•1-� C �'.- - - SCALE: NTS _ 1A.1-111 I� i �Iti r �rP1. 1■ '1 ';'.fr • A'i1C FLDDfF'.���f',D h` '.Y1 r-.�i it ad �I-.s i' E'a"w 1 II"* ',' 1�_I•'a �'{ !a rA � iie"iar �r `t` ,!_ L• I ij,`.� it •estiE;CC f;,� ''. LR+T'-fti 'R-'4fs, JE"'CC�T"! ('EP, +"LIIr1T1~ t'` r (r� :w.'° - �- f; _ `_ l,:.tl.r! '- E ,. r=�?!• RSTF'FF'i� t•' P'.IET=R (f cs"ClC'sU'�_ C d�1Al��'t+- _v ��-' 1 _ ri E RTIC ti" '1 - 1': +'I ' u YC y 9 'r T- , _ _ - H R .FT Fig, �` _t -"'� ChJT_•F�- Cal ``'� �. - ` ; . � - I Y e� /• ! f ti . . DF f r !. 11 , f Lx �_4,\.'��5 V'�'� 1� V� �: E. 7 •-na I ��1. t.�':�"'r C'.,l'�,`�'', - - { �1EANER BARRIER rr �I��•t;:.�4 :�5 � , i ! _ 1 c n ! i r� ti -- Crl^t t, a-�p4 r. AND SH[AT! 1?`kI15_.. f. �,,,_F r~ � �>•�Idt� n° ' : i+'c•1tnTi_r!Y . I'!,.Ju,. a i r•'t,'-'_' r•1-`i l` __•.1 _�'._ - .. '! f 1' - '� ' _i. f yf�. £-i a 1' ti �: `�y.+ '.. �.•i' ..g4ok t t�YE.�1 J � ir,.�.•,^ r 4 -a - _ � -� t Fr "� �l �r� I� �' ry" � I'3+.,1 ' � A!- i Mrs- Y+1 •t 1 4_••• y _!! 4.r yrt. 1r.'a'.-v J'i ' 4 r 1 _ ' ._.--_-"'---'- -'_-'___- , .. QlTaca��rFD:Cf; VIP _ � -+' �! �.- i •' _v, ST,.J'�u.'TY FL?i''':T�:C� .. >ul'�`a�F;_a`C,T�EC� I_ + ! n" Yr I. ! F._ID!, _ LT§.1 C� 4'i Lllr( ' Pr SJF,E _ AAli - r r e 1. a .• _- Ji� ttilJ WE : F _ ESI h tDI Pg R��I _ . .. , t .1_•Y ,1- '--"_:� - � I��Al`"E`t U`'.P%E1:.t'.— •1 J - -i .` '_i .r..r.tr�.-,µlrl� �1.'! t — _ — ��w i I '•' ,; i I .l�%e Il-uL:E_.1R. -+ t'-1, � r� . i �! •` '' SII tiT ' _ t _ r { :t: :zsi� �u F r x j j) �`Ie 4,- 1,� ['`-i -- y E _ .•L•�1 = �i li - .I , ! tl"..,�t J=c_ UK_ !,. 53 ... ._ e •,� 111 "".! i [a J^i Kc 1.t," ` �-� r 1 . i 1 -!-- - - w_ i _ i !•:_. r_ _ 4 i� ' ` ' d, i i 't''_ ' eChl_�Tr.l"�__'bLs 1 —' �� PULL DOWN q l 5r, w -f -1'_1.1-g�i I_'!iii.-_h° - ( I I —`• - _ Eali. il�Tl":)LTi�ta • ATTIC STAIR 1--' _4� = SCALE: NTS SECOND FLOOR DETAIL +� ism; =��; = � SCALE: NTS °r - SECTION THRU PORCH ROOF SECTION THRU KNEE WALL ALT: SECTION THRU KNEE WALL t • SCALE: NTS SCALE: NTS SCALE: NTS if e'E FIRST FLOOR DETAIL _ SCALE: NTS r� -_ 1^+t t 1I ! i 1 C'°' �' Cs�I tiJ4;�S E'EA �F v�t1L�.1IT Ca, aCrEER '� TO THE BEST OF MY KNOWLEDGE, BELIEF AND 1t t I (� CP f���n�t «-� 1,'1= `:Y_I's4i—; -- . � :.'.T _ ^r1�11'ti>I^r I�Mf;f�'O� j PROFESSIONAL JUDGMENT SUCH PLANS OR C�,dTl tiUOLIS EEADFr.D�IFSI'I� - � at +J,JS"t ) 7-'v7CIF F.FTR �.� _, -__ r��l c. ttlG - pP..,`; • r'"'"� r - �MMtic=u �rti LLn^ '^ j�,�""� SPECIFICATIONS ARE IN COMPLIANCE WITH �r 't �F Sal, �- , ti p,, - B,'_ ,;t_d,T�i"t� �"� -., 4 THE ENERGY CODE.I NEARBY CERTIFY THAT THE i — C' NTi UOUS HAD 'ili-.'♦€ C'.= r v' ,�,4.T 4� t'd°1 Cri;'IrCi''."SS F'"R �JF'yT� _ - -`�i' ! I r`J I PROPOSED THERMAL ENVELOPE FOR THIS PROJECT CF SEALANT ,.r r— Cy'ti,w�� ���� 1`'-,�* I-: � t �'� � tl, WAS DESIGNED -�• SBY MYSELF OR UNDER MY DIRECTION_ 1 IT ... s� � e i YS � b -, I t� r n Exry_�IC�i'�IIF��:�� It, • Tia; ! `. r`, »-- h lyd.,C FL'"A1 Ski_�/1_ u .� SIGNATURE/SEAL: - PRCTEC'i'r� - f_ l� � -- -�+._ __. ..__:_._.._.0._.i ;: _. _,. s._._._—�—:._ I - FL0�0?TFUSS va•'!'�-,'iG 5 �` �. �' ia_. .65 tI ti.ASSE` yj s,Pk­c;1 a s P c f �}.' �, _ ' r..'-""'_rCJ�Fv'i%t,4USB'd� - __ _ ---�-_F,`::v;I1d ;P..�T XT ,} / 0F sCn' �r n, i• , I I Cyt. C4i l = 1 " . t tl r' (: c�Y 1:Hr 5•r=i _ _ I Ek;t;:C�''t"�_Lz'i� ' I e D _ • r' 1 A i -;• . t 1 �." ,'� '•.ti —ri1 Nd.:i +a ' N'% �i vL'9:I- I v 'I- —. — - �� 11 1l jous BEAD f�1; 1r��,y TI ` i _ 1, r '4. '�, �.�i f:A.t ( L1 .,'• 11C'FJ —'Ir�Epq(�-f. �SK:!_TY' ' ' 4 ( \ �Q' AN V�SEALANT 1 'd 1 1 .�1` .�4y E t5� A'` " .... ?' � _ I' 1�1 d- _,a .i'4y,_•.• '* - r p ,�- t +.` 4 y.�' ��, AITT:E "f !s 0; �Z�I�,:I Y _ lf; -Cl�d`i iUllus6_�1 C'"T' ;►' eCi ?D LCA^ V- E L�fIT ' 1 (' .E°'�E -` •i to 1 r �,- tll �1�L tQ, 1\ I=fir n rt - �`ti. CONTINUOUS ?C�JI';`;141.1c t�Ec k, , -'4� EEAU = I I ::ii!=F Lia ;` ', �� 0 0" SEA 1 L_____--___—_._J 1, l � k� 4 � 1 I _ � 1" "p,;� TFC UrSEAL•AIwT — -- -- __ __ — _ 9743_1 i"� iNIERIORGY'FSf.��rl1 ALGA-RD NE - SECTION THRU CABINET SOFFIT Fu AI?���RIE? 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 BRANCH LINE Keri Kazel, Architecture :' • �'" TAKE-OFFS I 2 Windemere Court AND JOINTS P.O. BOX 169 Speonk, NY 11972 T ERSE JOINTS ( I' I Phone: 631-874-2925 S AND DRIVE CLEAT •g' Fax: 631-874-7377 1NTS) IN TRUNKS AND ' ' j ALL MINTS ON PLENUM ��"� keri@kazelarchitects.com r , . ' Date: May 12, 2020 . .; rDF AIF` SEALING DUCT SEALING DETAILS Scale: As noted SCALE: NTS SCALE: NTS - Project No. - ! TABLE R402.4.1.1 - ` INTERIOR CHASE IV11-S - { AIR BARRIER AND INSULATION INSTALLATION ��,'Et`,�TE:�. !{;M.E':'., p F!PE FE`dETWICIN COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA MAIX tri GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A PZRI.'.'ETER CF PIPE INSTALLED IN THE BUILDING ENVELOPE. SEALING MATERIAL. l 1p EXTERIOR THERMAL ENVELOPE CONTAINS lDCCrIE c`u,EAT ��'L A CONTINUOUS AIR BARRIER. BREAKS OR u E E ER 110h 1,` ll JOINTS IN THE AIR BARRIER SHALL BE � SEALED. �� sE•�a.�,T '� 1 I � caFni'�U�Js AEAJ TNUDU CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED THE INSULATION IN ANY DROPPED CEILING/SOFFIT FF«fil,EE,_ZL'�"t AT � _ 4 — — r - - --' {{p I; _ CEILING/SOFFIT SHALL BE ALIGNED WITH SHALL BE ALIGNED WITH THE AIR BARRIER. - — FL.�l,t,AR ATT` I I C L r.- _ { w ::'::•7�°:. - '!i '—°'..". '. ,' +�,' ;........ r t , SEALED.BARRIER SHALL BE t• i � T`:�:E,,? ,� 'r THE INSULATION AND ANY GAPS IN THE AIR 1 �` I^,� + - I _..__ _ ,+"• 1-:)7: ACCESS OPENINGS, DROP DOWN STAIR OR M ' 1..SJ u-ITED�XTta f.. : -_ -- - _ } '-' ,a La I•'�.. t r + I $TL'b'aA1 k I 57(�/,:j L _ a. tf �l c ,I ! 4 1 ►^ ( KNEE WALL DOORS TO UNCONDITIONED + E ____ __... _ T�`t'•���'=LE'�r:1 r i i a %%-.7, 117:P. L C+tl -1�,,- F •,_�`��•I=•,.,�� ATTIC SPACES SHALL BE SEALED. aN .`H'''+C; -?', n`'-� : �'i ,= i ' _� ?F;=-','-E;`? (.F!, QrR E.�$Y�{I'�� WALLS THE JUNCTION OF THE FOUNDATION AND CAVITIES WITHIN CORNERS AND HEADERS OF FRAME t..r '.' SILL PLATE SHALL BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILLING , • _ EXTEUR INSULA!ED IhALL THE JUNCTION OF THE TOP PLATE AND TOP THE CAVITY WITH A MATERIAL HAVING A THERMAL �"��,~�,�..���_T�'�+.�-`• �},�i f n�h`�-� F' - OF EXTERIOR WALLS SHALL BE SEALED. RESISTANCE OF R-3 PER INCH MINIMUM. KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL µ' '�'E'`�' I CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR PLAN OF INTERIOR PIPE / • ' i BARRIER. VIM: FFA"E 1 � +� E CHIMNEY ENCLOSURE WINDOWS,SKYLIGHTS AND DOORS THE SPACE BETWEEN WINDOW/DOOR SCALE: NTS JAMBS AND FRAMING AND SKYLIGHTS AND '- ,' —;;_� Fr•1!i= FRAMING SHALL BE SEALED. I —.--,. _._._..._ ._.._..�_...__._.____,_._. '� �ti�x t;�=1�•' �� RIM JOISTS RIM JOISTS SHALL INCLUDE HE AIR l � � �``~•C+'''-'`��'�' - NCL E T RIM JOISTS SHALL BE INSULATED. BARRIER. FLOORS(INCLUDING ABOVE- THE AIR BARRIER SHALL BE INSTALLED AT FLOOR FRAMING CAVITY INSULATION SHALL BE I • I I F-%I� ti t- tiTICP.LC .��E y '' GARAGE AND CANTILEVERED ANY EXPOSED EDGE OF INSULATION. INSTALLED TO MAINTAIN PERMANENT CONTACT WITH C4l5,:'.L �;ia=i� + ' FLOORS) THE UNDERSIDE OF THE SUBFLOOR DECKING,OR SECTION THRU TUB '�1_�' - - - FLOOR FRAMING CAVITY INSULATION SHALL BE r EAT >' •; ,' PRL'fIDE I',T E SCALE: NTS ,ig� ,,�'i;3 I PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF P S.• P' �= •��' - SECTION THRU INTERIOR ATEX ER10��A0LLFR;0P, SHEATHING,OR CONTINUOUS INSULATION INSTALLED ry ti , h ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS 6,:+ :C. ��f T'3 I.,It---RIORi+•ALLASSEIti�:Y Y • ,. ` FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FIREPLACE ENCLOSURE a r• - 1 FLOOR FRAMING MEMBERS. SCALE: NTS �? CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL WHERE PROVIDED, INSTEAD OF FLOOR INSULATION, SECTION THRU CANTILEVERED 4 SPACES SHALL BE COVERED WITH A CLASS I INSULATION SHALL BE PERMANENTLY ATTACHED 70 VAPOR RETARDER WITH OVERLAPPING THE CRAWLSPACE WALLS. INTERIOR ` . JOINTS TAPED. FIREPLACE ENCLOSURE SHAFTS,PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS,AND SCALE: NTS f_i �� �' FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. It,E ^FLU`' If;G ; _�= _ _ NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR ----- -----a,__ �__ -------i-------i------- J CAVITIES SHALL BE FILLED BY INSULATION ;�' NARROW THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. ETi�'C,:,"T,QTS.E��,EF - - GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN i���.ilnlE'] EYT'�I��;, �.�_.�EF:��°,' -- ----- --- .�__..___------ � � THE GARAGE AND l `�, j LADDER ELC''XIPtiG.l R_QJFE� G G CONDITIONED SPACES. �SFE��0: RECESSED LIGHTING ' �L'a�.IF..'. A7 uL(;F,I'=:`�(: -' ,U y �-. �„ RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE ,- , - C:g1 it _ _ INSULA,,_0 EXTERIOR Vi L t _ I�y;r,�ly� BE STHE EALEDNG TO THERMAL DRYWALLELOPE SHALL BUILANDDING IC RATED. MAL ENVELOPE SHALL BE AIR TIGHT U ITIfil l.�5 EEl 0- SEk3.1J , t n _� P. VERTICAL SECTION THRU CHASE PLUMBING AND WIRING BATT INSULATION SHALL BE CUT NEATLY TO FIT On SCALE: NTS AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, OR INSULATION THAT ON INSTALLATION READILY ® ----- ----- __---_i---_- --- ! : i i + I AVAILABLE S CONFORMS TO ACE SHALL EXTEND P BEHIND PIPING AND WIRING. • f r j� p _ ! ' � ' •_'1 '•'.._.__ ! � '' SHOWERri'UB ON THE AIR BARRIER INSTALLED AT EXTERIOR EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS I y �I�,J�ALL I`{TFN Irl? �H[, 1r.tii'R V�'4�4 .-,.,•S.cr,_�1 S`..ii`iL - ' FE';'� Ifa 1°;SIA 1�11CIII ICI „ w r �y I e n `i ILl%h II;`tt)L TT i; Y/ALL ==f w'!'.E`� __ EXTERIOR WALL WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED. + SJ tl r 1' m. a I',cll�T:�E. . LkNERE�C!��',wAl0 ^�I! �'— �, t' — , 11��S(='E r �. NDITPi-7 J SPl CF A:,7 A.Tlw - SHALL SEPARATE THEM FROM THE IL r LL T + ? l ^H SlE'.'''�^a SHOWERS AND TUBS. �— -, :JCJF. fCF T "sFi :LEIClNT "YPSIAA ^� 7 �4-`' `• ���'�''� VERTICAL SECTION THRU TUB CHASE I r { E� F -- ELECTRICAL/PHONE BOX [ +11i SIC'C5 tli btr._LI THE AIR BARRIER SHALL BE INSTALLED - ON EXTERIOR WALLS BEHIND ELECTRICAL OR COMMUNICATION ,, ••_ ! SCALE: NTS ; BOXES OR AIR SEALED BOXES SHALL BE INSTALLED. HVAC REGISTER BOOTS THAT PENETRATE FL-�iSE ELIE'_.Y----� FLXN.G?;LLE y i' _-.__._.__..__ _,._._T�� Y ,� ,, HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE 71vt L'F"''L '`' SEALED TO THE SUBFLOOR OR DRYWALL. Y FLC��F C'`"T6J"�T ";ka ` - �$•=k.r .• .._:,. Y•..•s;:: •: •,�., ::f-. J - , � ' WHEN REQUIRED TO BE SEALED,D, mam Si Ly.1; CONCEALED SPRINKLERS CONCEALED FIRE SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER. z, CAULKING OR OTHER ADHESIVE SEALANTS r _ SHALL NOT BE USED TO FILL VOIDS FL0 ?:, E'',CL1' ° + BETWEEN FIRE SPRINKLER COVER PLATES -�x4 BLKNil — '-' AND WALLS OR CEILINGS. SECTION THRU BUILT IN BENCH _ tA A. IN INSPECTION TES-:,,IE LNED r '!,'l � h t � ,+ Ik�,h1'..I I•J F11��.1 EEhL� �� � — ! _ _ DUCT �, '',u-I;,,','fh',�F.�'J'tEFt - N I OF LOG WALLS SHALL SCALE: NTS ' - SECTION THRU SHOWER �_ ,- _ - BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400. SHAFT TIEOU =11,_� TO THE BEST OF MY KNOWLEDGE, BELIEF AND SCALE: NTS SFICTI'DN TFRU STAIRWAY SECTIO"I THRU WALL PROFESSIONAL JUDGMENT,SUCH PLANS OR SCALE: NTS SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CODE. I HEARBY CERTIFY THAT THE PROPOSED THERMAL ENVELOPE FOR THIS PROJECT STAIRWAY WITH UNCONDITIONED WAS DESIGNED BY MYSELF OR UNDER MY DIRECTION. ELECTRICAL V iRE SPACE BELOW SIGNATURE/SEAL: SCALE: NTS _ TCP FLAT E I oiUFI,..T rnrr., pru,,NSEG l CHIT E!,,.1,'a.lEr i — 1+'QI iDP.A!'EFLN;R e( FO ! 1 I� tiTi i I'll-r;Tl�ltt — ��yl,l 4 �J�ly1{ ht",-r 1RJ SSCOLINUOUS , '•f 1 n M471 71 FL �/. O PLATE � � � � !` -�,t LY � LSEAL" A_S -- -- 3-� --- r I =. -------- - ------- - —CC;T'tiJOES S14:110'= CF N�� I I V"All STU _ ___ � ; _ �r � � i i 1 t I I i T I EXPAND!'IG FON��1 � �-- _ � � �_h,, _ � �f , ,tl�c r! �INIv CJCT i i14 u'..�rf7"I'.'�C SEALANT _ P�5E1.15LY +ri��DF1^msOFFT Air Sealing Details G,'ALLSTUD t c Ir, t. 1. - �.�sE�1ELY la -VOL _ I AT ELITE"y ,4 I.a:L?.RIUR ��A7t : F7cicA /vT AT F:- ' '' FF + 7 , - - Keri Kaze Architecture F: vL�`tTl`J1.'bJ5 37A0 CE SES.'A,F T a+ ,�I r _ ` OF _ rt C+E'r•►'p r�:.L CELL"�� 1 SO IF 'BLY - �� -�„ P.O. Court F'ECESSFD LI(�-ITI';s FIXTI,:?E _ - - --- ---- -- ---- - JrL.E , ,� , I m emere 4 F=� .tip='„ EF,���,J' c IBox 169 Speon ,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 OF CZEW141T keri@kazelarchitects.com PIPE PENETRATIONS WIRE PENETRATIONS PRE BUILT RECESSED LIGHT Date: May 12, 2020 SCALE: NTS SCALE: NTS SCALE: NTS FETION THRU PLUMBING SOFFIT SECTION THRU DROPPED SOFFIT 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 y Plate nail-16d 0.135"x 3Y" 1Y2'round holes may be above(must stack over wall below) Load bearing cut anywhere in web Plate nail,16d(0.135 x 3Yz") at 12"on-center g or braced/shear wall above y'^'h Plate nail, 16d(0.135"x 3 ") " Blockingpanel: 1Y8"TJm Rim Board, R outside of hatched zone if When sheathing thickness exceeds/ , 2x stud wall at Floor ane/nail- p (must stack over wall below when present) u ALLOWABLE HOLES - TJI@ Joists they are located 3"away at 16"on-center at 16"on-center P 1Ya"or 1Y2"Timberstrand®LSL or No load bearing Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y")at 6"on-center g " ® Web stiffener TJI® oist. wall above horizontally 1Y6 TJ Rim Board,IY"or • 1 " Blocking panel: IZVMin,distance from Table A Min.distance from Table B ® required on both Plate nail-16d(0.135 x 3/z) Pa (edge-to-edge)from a 1Y2"TimberStrand LSL or q " Web stiffeners required on 2x4 minimum Web stiffenersim Board, DO NOT larger hole. sides at A2W ONLY at 16 on-center* r9 T.110joist Sheathing both sides at A3.4W ONLY squash blocks required each side TimberStrand®LSL cut or notch flange. Floor panel nail- 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at 63W ONLY TJst 8d(0.131"x 2Yz") 1Ya"or 1 Y2" Web Stiffeners required at 4"on-center TimberStrand" Ys Web stiffeners 6• II O �V 0 0 6" Rim-to-joist q l nail each side at A3_W LSL rim board. 81 81 W _ required on both Toe nail-10d(0.131" O O t sides of both joist 6" L' Closely groupedround l.2 2 x l.2 Dz 6"Toe nail, Toe nail, 1Ys"TJ®Rim Board, When sheathing x 3")at 6"on-center ends at B4W ONLY No BeMcut minimum holes are permitted if iiNo field cur Do not cat 10d(0.131"x 3") 10d(0.131 x 3") (A3.1/A3.1 W only) thickness exceeds Y/s", 12" Web stiffeners required O NOT f1O�S 1rt (applies to all holes the group perimeternotes In notes►algal at 6"on-center at 6"on-center min. fjoists at1Ya"or 1 Y"TimberStrand®LSL. trim sheathing tongue on both sides at 61W P )TJI®rim joist at rim board and 62W ONLY jrein orcemenL narcned meets re uirements for HatchedWeb Stiffener Of support cut ho/ In cantilever :ones except knockouts q than 1y:'in Toe nail-10d(0.131"x 3") round or square holes. :ones cantilever required on both Must have 1%*minimum Ta le A - End Support at 6"on-center* Install proper blocking to Blocking panels may be required * sides at Al W ONLY * joist bearing at ends. Attach 1k support all panel edges B2 g2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Al Al W O A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 walls above or below-see detail Bi 83 B3W below-see detail B1 B4 B4W JOIST TJfl ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installations specifications see Rim Board A3.4 A3.4 * DEPTH 2" 3" 4- 5" 632" 7" s'/," 11" 13- 2• 3" 4" 5- 6%- r s%- 11- 13" *For additional installation specifications see Rim Board Details and Installation in A3W AW1 AW2 tA3.3 W Nail through 2x cantilever,wood backer and Details and Installation in Weyerhaeuser Installation Guide ® ® 110 1-0• 1 6• 2-0• 3-0• 5-0• 1-0• 1-0• r-0• 3 6• a-0^ Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1S N Rim Board or 31*or")nails, on each Blocking TJIe joist web with 2 rows 10d(0.148"x 3") 9yz" 210 1'-0^ 1•-0• 2••6' T-0^ s'-0- 1'-0• z•-0• r-0' 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. 230 1.6' r-0• 2'-6* 3•-6" W-6- 1'-0• z•-0" TV 4%6• 5•-0' top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Y2")nails with 3Y"TJI® 360 1.6• r91 TV 4•-0• 6'-0" 1'-0• 2-6^ S-6" 5-0" 6-6" connections equivalent to floor panel schedule. joist flange widths. 560 l'-0" z•-s' 3•-6^ 5'-0• r-0• 2•-0' T-0" 4'-0' V-6' 6%0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- 110 1%0" 1•-0• 1.6" z•-0• 2•-0• T-0• 5•-6• 1'-0• 1.6" 7-0" r-0" 4'-6" 5'-0• 6'-0• reinforcement and filler 16"deep blocking panels;6"diameter 131"TJ"Rim Board 1Ya"or 1Yi TimberStrand® 210 1'-0' 1'-6' 2'-0• 2'-0- TV 3•-6• 6'-0• 1'-0• 1'-0" r-0^ T-0" 5'-0" 5-6• 6'-6• 4'-0"length of 8"diameter maximum hole for 11%8"- block.Use 4'-0"length maximum for blocking panels 9Y2" LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%- 230 1--0• 1•-0• z•-0• 2•-0• TV T-6- s•-0• 1'-0" 2'-0" r-0" 3•-6" 5••6" 5•-8• T-0' 3/4"reinforcement 16"deep blocking panels;6"diameter with 9Y2"and 11%6 TJI® deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2�") 360 1•-6' 2'-0• TV 3•-8• a'-0• SV T-0• 1'-0• r-6" 3'-6" 4'-6" 6'-6" 6'-6• r-0' 8"diameter maximum hole for on one side at E2, 1 " Attach reinforcement to joist nail at each comer 560 1'-0• r6• TV 4•-0' 5'-0• 6•-0• 8'-0• z'-6• 3'-0" 4-0" 6-6" T-0• r-0" 8•-0- Web stiffeners 11v/s"-16"dee blocking panels; maximum for blocking panels 9/2 joists. Do not cut flanges. j F1 applies to 110 1.-0• 1.-0- 1-0. 'I'V r-0• z'-0• 3'-0• 5'-6• 1'-0" 1'-0• 1'-6" r-0" T-6- a'-0' 6-0• VV P g P both sides at E3 with one 8d(0.131"x 2312") deep or shorter than 12"long. Horizontal blocking uniformly 210 r-0• r-0• r-0- r-s" r-0• rte• 3'-6• 5-0- r-0• r-0" 2•-0" r-s" 4•-0" a•s• 6••6' e•-e' *minimum d from above required on both 6"diameter maximum for Do not cut flanges. 11/6"TJ"Rim Board 1314"or 112" nail at each comer panels between each loaded joists 14" 230 11-01 1'-0• 1'-0' 1'$• 2'-0' 2'-6• 4'-0• T-0" 1'-0" 1'-0" r-0" T-o" 4'-0' 6-0• T•0' 9'-0' sides at E1 W ONLY blocking panels 9/z"deep or TimberStrand®LSL.Nail with only. 360 r-0• r-0- 1-0- 2•-6• 3•-6• 4'-0• 5-6- 8'-0• 1'-0- r-0" 2•-6- 4•-0- 6•-0' s s• s'-0• s joist.Nail to top plate with y 6shorter than 12"long. 10d 0.131"x 3" nails,one 3 " A 560 r-0• r-0• 7-01 T-0• a'-0^ 6-0• 6'-0• 9'-0• r-6' 3'-0" 4•-0" s-0• T-0" T-0• s'-0. 10-0• 316" Do not cut flan es. ( ) 12"length o1/a connections equivalent to Wood a9 1Y8"TJ"Rim Board or 1Y4"or 1Y2" each at top and bottom flange. reinforcement on floor panel schedule. backer a��Jt ��.Il 110 r-0• r-0• r-0• r-0• r-0• r-0• z'-0• 3-0• s-0• r-0• r-0" r-0• r-0" 3-0" 3-0• s-0- r s• 10 0- TimberStrand®LSL Nail with 10d eR` &1- ds210 1'-0• r-0• 1'-0" 1•-0" r-0• r; 2-0• 3' • 6'0• r-0• r-0" I'V r-0" TV 3'-0• 6'-0• s•-0• 11'-0•0.131"x 3" nails,one each at Attach reinforcement to one side at E5, 12"length of%4' �vR` 6v ca boa 16" 230 1•-0• 1•-0• 1•-M 1'-0• 1.6• 1•-6- TV 4'-0• TV 1'-0' 1'-0- 1'-0" z-0" 3'-0" a'-0• T-0' WV 11-0•( ) both sides at E6 ttntop and bottom flange. joist web wRh 3 rows Full depth vertical reinforcement es one side alnr &o 56o r-0• r•0• r-0" r-0• z•-s• TV 5-0• r s• 10 0• 1'-0• 2-0" T-0- 4'-6" 6•-s- T-0. 10•-0' 11•-0^ 12'-0- 10d(0.148"x 3")nails at6" blocking between at E7,both sides at E8 F1 �e Attach reinforcement on-center,clinched.Use 2 each joist " 4^ s^ 7' 8- 10- 12- 14%,' 16'/," 4" s" 7- 8- 10- W '/," to joist flange with `LA d` rows with 9312"and 11/8' Less than 5" ET E8 Less than 5 19" 360 11-0" r-0" r-0• TV 4'-0• 5-0" 9••6• r-0• 3'-0- 4'-6- 6'-0. 10'-0. squash blocks l A• 8d(0.131"x ZY")nails at 6" aL`M Ti joists. 560 1'-0• 1'V 1'-0- 2•-0• 4'-0• TV 10'-0• 7- s-0• 6'-6" 8'-0. 11'-0-1Y8"T r Rim Board or 2 Jon-center.When reinforcing E5 E6 Gal. WEB STIFFENER ATTACHMENT 2n- 360 1'-0' r-0' r-0• r-0• TV 4•-0• T-0• 10-0" r-0• 1-0- s•Use 2x4 minimum squash blocks to 1Y4"or 1Yz TimberStrand®LSL. Face gran a� Ya"minimum 5so 1'-0• 1'-0" 1'-0" 1'-0^ 2-0' a-0• s's" 11-01-03-0s-07-010-0 -0• � both sides,stagger nails. transfer load around TJI joist Nail with 10d(0.131"x3") horizontal E4 Not for use with 31/2'TJI®joist flange widths 1• 2%a"maximum E1 E1 nails,one each at top and O E3 e Table B - Intermediate or Cantilever Support (1Yz"forTJl Nailing: bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Apply subfloor TJI®joist blocking with end JOIST TJt• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing � Web stiffener both sides. DEPTH 9 blocks installed at Y3 joist-span 2" 3" 4- 5- 6y2' 7' 8,i' 11" 13' 2' 3" 4•' 5" 6312" r ll�V 11" 13" adhesive to all See table below. *With Int bad from above,and no support Flush bearing plate required. Flashin locations using p° pp°rt Hanger height must Double TJI®Joist Filler Block: g contact surfaces g below,install web stiffener tight to top flange 110 2'•0• 2'-0• 3'-6• a'-0" T-0• 1'-0• 2'-6" 3'-6^ 5'-0^ 6'-6" 9� 9 Hanger Backer Block:Install tight Maximum 314"overhang two 8d 0.113"x 21 " be a minimum of 6056 Attach per the table. ( /z ) Tight fit (gap at bottom flange) sy« 210 2'-0• 2'-0' 3'-6• S•-0• s'-0• 2'-0• 3'-0• 4•-0" 5-0• T•6^ of ist depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x_ nails or 230 7•6• 3•-0• 4•-0• 6-6" a'-0" 2'-0• 3'-6" 4'-0" s•-6" T-6" t l° p flange with face mount hangers). op Nailing Requirements 360 3'-0• 4'-0• 5•-6• 6-6• 9'-0• TV 4'-0" 5'-6" r-6" 87-0" alternating sides.Clinch nails gledger stiSQ 2312"screws, Depth Minimum Web Clinch nails when possible. ov i typical TJI®Joist Series in. Stiffener Size Type Number Nails 560 3••6• FV 6•-0• T-0" 10'-0^ 4'-0• 5-6" 6•-6• 8'-0• 9•-0" when possible. See fastener 1 ® , „ tYP ( ) yp 1/a"TJ Rim Board or 1/a y �� End Intermediate 110 r-0• r.o- r•s r„s- a•-0• a•-0• s•-s• r-0• r-s- 2'•6• a•-0• T-0" r-0• s•-0^ table below.Maintain +dQ 5 " 210 1'-0• 1'-0' r-0• TV 4•-0• s-0• s'-0• 1'-0' 2•-0" T-0• 4•-6" 8'-0" s'-0. 10•-0• or 1Yz"TimberStrand" LSL. 110 All /8 x25/6""> 2"distance(minimum)from gd 11%• 230 1'-0- 2•-0• 2•-0• 3•-0' s-0" 5•-6- 10•-0" 1•-0• 2'-0" T-6- 5'-0• 8'-0• 9•-0. 10%6' Top mount edge of ledger to fastener. 210 All %a"x 2%6""' 360 z•-0• TV 4'-0• s-0" T-0• T-6. 1 TV 2'-0' 3'-6" 5'-0' T-0• 9'-6" 9'-6. 111-0" anger 230&360 All %6"x 25/6"r) (0.113"x 2Y2") 3 3 560 r.6• TV 4-6^ 5•-0• s•-0" 8'.6" 12•-0" 3'-0• 4'.6" s•-0" 8•-0. 10'•6- 11'-0. 12•-0• g 1 t Option#2: Fastener Allowable Load(z)(lbslboft) 2x_strapping installed at 313 16d 110 1•-0• r-0• r-0• r-0• r-0• 2'-6- 4'-6- 8'-6• 1'-0• 1'-0" r-0" 2-6" 5-0" 6'-0• 9'-0• 12'-0• Face mount Backer block y2"Through bolt joist-span locations using two 560 All 2x412' 1 " 210 1'-0• r-0• 1'V r-0• 2•-8• TV 5-6• 9'-6• r-0• 1'-0' 7-0• 3•-6" 6'-0' T-0' 1o•-0" 13•-0- (0.135"x 3/2 ) 14" 230 TV TV 1'-0' 2'-0" 3•-6' 4'-0" 6'-0' 10'$' 1'-0• 1'-0" 2'-6" 4'-0' 6'-6" T-6' 11'-0. 13'-0' both Sides of web Rim Board Material yz"lag bolt Yz"Through bolt with Air Space 2 "Screws r dist,typical hanger Yz per j with single TJI®joist 136"T Rim Board() 480 695 18" 4 4 360 1'-0" TV 2'-0• 3'-0^ 5'.6" 6'-0' 81-6' 12'-6^ 1'-0' 2'-0' 4'-0• 5'-0" TV to'-0' 17-X 14'-0" 1 4"TimberStran LSL 610 725 615M Option#3: 20" m 16d 5 5 560 1'-0• 1'-0• 1'-6• T-6" 5'-0" 6'.6" 9'-0. 13'-6" 1'-0^ 3'-0- 5•-0• TV to•-0" 11•-0' 13'-6. 15'-0" Web stiffeners required if sides of With top mount hangers,backer block required only 1 y2"TlmberStrand"LSL 675 725 Directly applied ceiling 560D 22•(3) 2x4 (0.135"x 3Y2") 6 11 110 11-0• 1•-0' 1•-0^ 1•-0• 1'-0• TV 2'.6• 5'-0• a'-6• 1'-0• 1'-0" 1•-(r 1•-0' X-6' 4.6• a••6. 11•.6. 15•-0" H 1 hanger do not laterally support at HZ for downward loads exceeding 250 Ibs or for uplift H3 (1)Corrosion-resistant fasteners required for wet-service applications. 24'r" 6 13 210 1'-0• 1V 1•-0' 1-0• l'-0" l'-0" 3'-6" s'-0. 10'0• 1'-0• 1'-0" 1'-0" 1'-6" 4'-6" 5'-6. 10'-0. 12•-0' 16•-0• O least/6"of Ti Ie joist top flange LA 2 Allowable load determined in accordance with ASTM D7672. PB1 When specked on the layout, one of W 1 PS1 or PS2 sheathing,face rain vertical IV 230 1-0• ,'-0- 1'-0' 11-0' 1-0" z'-0' 4-0' 6-6• 11'-0• v-o- v-o- 1•-0^ 7-6• 5'-0- 6'-0• 10•-6• 13••6" 16•-6- conditions.For nailing requirements see page 5,TJ- ( ) O the bracing options ova i ui O ( ) g' g 360 1-0• 1-0• 1-0• 1-0• 3-0" 4'-0• 6'-0. 10'-0. 1T-6- 1'-0• 1'-0' 7-0^ 4'-o- 900 '-0^ r-0^ s'-0. 13'-0. la's 1r-0" O (3)1y'TJ"Rim Board is allowed with joist depths<_16"only. g pf ab s req red 2 Construction rade or better 9001, Weyerhaeuser installation Guide for Floor and y O 9 sso r-0• r-0- 1•-0• r-o• z•-s• 3'-0" T-0. 1r-0. 15•-0- r-0• r-0" 3•-0" s-0" s•-0" 10•.0. 1a••s• 1s•-0• 18•-0- Roof Framing, TJ-9001. (4)Maximum X"shimmed airspace. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists a" '- r s- 10" 1z" 1 V 1'V a" s" r s' 10" 12" 1a%," 1s%," BEAMDETAILS FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES ,$- 360 TV 1'-0. 1'-6- 3'-0. 6'-0^ 9•-0. 14•-6- 1'-0• a'-0' 6'-0• -0" 14'-6' 16-13" W-o" Guidelines for Closest On Center Spacing per Row 560 T-0" 1'-0" 1'-0" 2'-0• 6'-0' 10'•0. 15'-6• 1'-0• 6'-0• 8'-6' 11'-6' 16'-6. 18'-0" 19'-6" TJI"(I)IZ) Rim Board 1 " TJI"Joists 110 210 230 or 360 360 560 560D 20' 360 1'0' 1'-0' 1'-0' 1-0• 3'-0• 5-0. 11'•0•' 15'•0• TV 1'••6- 4•-0• T-0. 12'-0' 15.6^ 19'-0^ BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and lye-TJ" TimberStrand"LSL TimberStrand"LSL Microllam" Par illame 1 « 2 " r « 560 1'-0• 1'-0• 1'-0' 1'-0• 1'-0• 5'-6• 11'-0. 15-0• 1'-0• 3'-0• s'-0• e's• 14'0. 17-0' 1s'-0^ zo 6^ BEARING AT WALL and 230 560 Rim Board 1y4" 1yr orwider LVL PSL Depth 9yz"-11/e 14"-16" 9yz--11/e 14"-16- 9yz"-11/8" 14"-18" 18"-20" 11/8 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side. OR WINDOW HEADER CONNECTION CONCRETE WALL • Leave Ya"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 8d(0.113"x 2Yz"),8d(0.131"x 2Yz") 4" 3" 6" 4• 3' 3" 4" 4" Filler Block h) 2x6+3/6" 2x8+%' 2x6+Yz" 2x8+}�• 2x12+Yz" Two Two Two Four%a"x 15 %"TJ°Rim Board or Strap per code if top plate 10d(0.148"x 3"),12d(0.148"x 3Y4") 4"(3) 4"(3) 6' 4' 3" 3' 5• 4• (Detail H2) 2x6 2c8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing Tables are based on uniform load tables in current design literature. 1Y4"or 1 Y2"TimberStrand® is not Continuous over • For simple span(5 minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located LSL or blocking for lateral header 16d(0.162"x 3Yz") 6' 6' 16.14) 6•(5) 05) WIN 8"(4) 6" Cantilever Filler 2x6 2x10 2x6+ja' 2x10+38- 2x6+y2• 2x10+Yz" Not at the center of the joist span provided that no other holes occur in the joist. sheathing sheathing sheathing sheathing Not applicable support (1)Stagger nails when using4"on-centers cin and maintain and aneled edistance.Onerawoffastenersis (Detail E4) 4'-0"long 6'-0"long applicable ALLOWABLE HOLES - Headers and Beams spacing p 9 permitted(two at abutting 4'-0'long 6'-0"long 4'-0"long 6'-0'long panel edges)for diaphragms.Fastener spacing for TJI"joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) 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 " " 3 " plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/:'and staggered. (Detail F7 /8 or/ / or/ /8 or 1"Net 2x6 2x8 2x12 Two as x g '1.55E TimberStrand® LSL Headers and Beams - or H2) sheathing over column (3)With 10d(0.148"x 1'/z")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the Top mount (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 Filler (0.131"x 3") (0.131" largest hole(minimum) hanger ` (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Backer (0.131"x 3') Protect untreated 313 depth Allowed hole zone Column Face mount (6)Can be reduced to 3yz"on-center if nail penetration into the narrow edge is no more than 1y,"(to minimize splitting). Filler 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. Quantfi l Backer ------ ------ 15 15 - ----- -- See current Weyerhaeuser Concrete ■Maximum nail spacing for TJl"joists is 18"on center. L O O l.1 l.2 l.3 Y l.4 " (1)If necessary,increase filler and backer block height for face mount hangers and maintain)'gap at top of joist;see detail W.Filler and backer bkx3e ------ -------- O ■14 ga.staples may be substituted for 8d(0.113"x 2Yz)nails If minimum penetration of 1"into the TJI"joist or rim board is achieved. ) literature for framing COrIReCtOrS dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). o o ° 0 0 1.55 E TlmberStrand®LSL g ■To minimize splitting,maintain edge distance and row spacing of 2'2 x nail diameter or%",whichever Is greater. (2)Clinch nails when possible. Header or seam Maximum Round ■Nailing rows must be offset at least Yz'and staggered. ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole Size and Roof Framing,TJ-9001. 9y"-9Yz" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 8" 11Y,"-11%' 352" Fastener Installation Requirements Ell cantilever and end bearings by blocking 14"-16" 45/8" Fastener TJ/®joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone Piece #of a rim board or rim joist.Width Plies (') When fasteners are re not require bridging or j • Allowed hole zone suitable for headers and beams with Type Min.Length #Rows O.C.Spacing Location required on both q g g a) sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. BEARING AT 10d nails 3" 3 12" side so they fall halfway between y Round holes only COLUMN 2 12d-16d nails 3 Y4" 2i2' One side fasteners on the first Side. • No holes in headers or beams in plank orientation. Screws 33/6"or 3Yz" 2 24" 1 c nails 3" 3�' Al Other Trus Joist@) Headers and Beams 12" Both sides O Rim board joint • 12d-16d nails 3 Y4" 2(2) DO NOT bevel ut joist Microllam LVL B 3 beyond Inside fa of wall. E2 between joists DO NOT overhan seat tuft 1.3E TimberStrand" and Parallam®PSL 1%" 33/6"or 3Y2" Both sides on beams beyon the inside LSL hole zone hole zone 2 x diameter of the Y depth Screws 2 24• Load must be applied evenly across 3. 5^ One side entire beam width.Otherwise,use fade ofaupport ember; largest hole(minimum) Verify column capacity 10d nails(') 3" 3n' connections for side-loaded beams. Do NOT cut,notch or drill and beam bearing 12" One side l.5 length.See current 4 12d-16d nails 3 Y4" 2i2' (per ply) d --- ---, except as indicated in ho/es!n headers or beams O t 5"or 6" Both Sides ° L--- ---_J o o illustrations and tables. Weyerhaeuser literature. Screws 2 24" Multiple pieces can be nailed or bolted together to CS 63/4' One side l.6 form a header or beam of the required size,up to a TJI°rim joist Microllam® LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" 1318"T.1®Rim Board or Parallam®PSL Header or Beam Maximum Round 1 3 • O 1%"or 1 Yz"TimberStrand LSL. allowed hole zone Depth Hole Size 3/2" 2 Screws 6/4 2 24" One side l.3 A2 Yz"bolts 8" 2 24" - middle 313 span 43/" 1" d 1.3E TimberStrande LSL allowed hole zone d 5Yz 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 TrussL01(® B1 l.1 7314"-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 B2 • Allowed hole zone suitable for headers and beams with uniform loads only. NAILING AT BEARING FLOOR LS Round holes only BEA • No holes in cantilevers. COLUMN CAP (FLOOR) TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in headers or beams in plank orientation. t (Load bearing wall above) All TJ®Rim Bo d or 1Ya"or 1 Yi Timb rStrLSL. One 10d 0.128"x 3" Joist may be shifted up to 3"if Use 61 or 62 at �i floor panel edge is supported ane 8d 0.113"x 2Yz") nail into each flange) P g PPo P B4 intermediate bearings WARNING ( and span rating is not exceeded. with load bearingOr nail each side.Drive Do not cut joist flanges, Joists are unstable until braced laterally nails at an angle at braced/shear wall Bracing Includes: ED aRC 1 O Plumbing Drop 9 g Strut Lines �GJ AN �� P1 2"from a from above • Blockin • sheathin R� k �,n j End of joists • Hangers • Rim Board • Rim Joist at centerline L2 �jA i 3Yz"minim m of support LZ � ' � a t 1/a minim m d b ng g Also see detail B2 pp r� �► COLUMN BASE 3 " intermedia a bearing l single-far(y a plica i t 5Y4"may b required / _ t - for maximum H1 Shear transfer:Connections equivalent capacity to floor pane►n tiling scheduleEl • d 019743- 0� t o / DO NOT walk on joists DO NOT walk on joists DO NOT stack building Rim to TJI®Joist 11/8«TJ®Rim Board, _ o until braced, that are lying flat. materials on unsheathed � NE TJI®560 rim joist:Toe o / 1Y4"or 1 Y2'TimberStrand0 LSL. j Additional joist is required if ` INJURY MAY RESULT. joists.Stack only over nail with 10d(0.128"x O o WARNING NOTES: TJI°110 rim joist: floor panel edge is unsupported l.4 i 1 - beams or walls. One 10d 0.131•'x 3" nail into nails,one each Side or if span rating is exceeded. " - P2 each flange ) TJII�'joistflange TJI®560 • • - o o -� � Exterior Deck DO NO use sawn Lack of proper bracing during construction can result in serious g floor joist Attachment accidents.Observe the following guidelines: 1 /umberflvrrim 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 INSTALLATION TIPS o board orblocking, nailed. ne 16d(0.135"x 3�")nail into sheathing properly Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be ELEVATED o asrtma shrink each flange. •maySubo t adhesive will improve floor performance,but o after installation, accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the ba COLUMN BASE 1%a"minimu b ring With depths>16",use TJI®360 rim joist. may not be required. o Use only 3.Safe 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 Y Safety g ( ) ( ) 1 Locate rim board Joint between joists. O Safety bracing(1x4 eng/rteer(ed/umber: Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or p��+• y •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' one layer of unnailed sheathing. Keri KaZel Architecture e 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 g each TJI"joist before additional loads can be placed on the system. 11 of a TJI®joist with web stiffeners Is not a substitute concrete 1 'knockouts ° H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. - 1 ( )• Yz extended to a braced end wall. 2 Wlndemere Court " 1Y8"T r Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. �':. a...�.,•:::` , " P.O. Box 169 1Ya"or 1/2 TimberStrand LSL. 12"on-center two 8d(0.113"x 2Ys")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 .:._ i partitions,space joists apart the width of the wall for Bearing plate to be to the state of Califomia to cause cancer.For more information on Proposition 65,visit .com/inform. Phone: 631-874-2925 ` Optional plumbing or HVAC. 0 � p3 flush with inside face non-shrink See framing plan(if applicable)or SUSTAINABLE Fax: 631-874-7377 Drive nails at an of wall or beam 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 Weyerhaeuser Joist are registered trademarks of Weyerhaeuser NR. © 2020 minimum from end end and intermediate bearing lengths. W� Certified sourcing Weyerhaeuser NR Company. All rights reserved. wwwAprogram"i 9 September 2020 Reorder TJ-4015 Date: September 9, 2021 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 D3 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Project No.