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HomeMy WebLinkAbout49870-Z of sour Town of Southold * * P.O. Box 1179 io 53095 Main Rd Ulm. ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45943 Date: .02/05/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2350 Shipyard Ln East Marion, NY 11939 Sec/Block/Lot: 38.-7-8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/11/2023 Pursuant to which Building Permit No. 49870 and dated: 10/11/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with unfinished basement, front covered porch, two rear covered porches and side covered entry as applied for. The certificate is issued to: Modern Age Builders Corp Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0802 12/11/2024 ELECTRICAL CERTIFICATE: 49870 01/05/2025 PLUMBERS CERTIFICATION: T&F Plumbing 11/14/2024 uth riz d S'gnature S11F 14 TOWN OF SOUTHOLD aye BUILDING DEPARTMENT H TOWN CLERK'S OFFICE "o • g 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#: 49870 Date: 10/11/2023 Permission is hereby granted to: Parkside Heights Co c/o Kontokosta PO BOX 67 Greenport, NY 11944 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2360 Shipyard Ln, East Marion SCTM #473889 Sec/Block/Lot# 38.-7-8 Pursuant to application dated 9/11/2023 and approved by the Building Inspector. To expire on 4111/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,103.20 CO-NEW DWELLING $50.00 Total: $3,153.20 Building Inspector ho��pF SO!/l�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o Jamesh southoldtownny.gov �yC0UN1`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Parkside Heights Company Address: 2350 Shipyard Lane city:East Marion st: New York zip: 11939 Building Permit#: 49870 Section: 38 Block: 7 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Puccio Electric Electrician: Mark Puccio License No: 4806-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 300A Heat 2 Duplec Recpt 80 Ceiling Fixtures 12 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 13 Smoke Detectors 4 Main Panel 2/150P A/C Condenser 2 Single Recpt Recessed Fixtures 95 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 1 Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt 1 Emergency Strobe Heat Detectors Disconnect Switches g0 4'LED Exit Fixtures 11 Sump Pump 11 Other Equipment: 1 FRIDGE, 1 DISHWASHER, 1 WASHER, 1 HOOD, 2 TANKLESS WATER HEATEF Notes: HOUSE Inspector Signature: Date: January 5, 2025 2350 shipyard lane Town Hall Annexe �G'Y' Telephone(631)765-1802 54375 Main Road P.O.Box 1179 co Southold,NY 11971-0959 BUILDING DEPARTMENT DEC 1 9 2024 TOWN .OF SOUTHOLD �'LNi4i2.u,'k E3; S.7'1;�.S�A ..SFx2:'YE� 'CERTIFICATION Date: ,` I `f I �C LA Building Permit No.—LA Owner: 6 ease print) Plumber: `t (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. n „ (Plumbers Signature) Sworn to before me this I� t1Ed ofk�"�bd� 20A V: STATE ��%.P Z V: of NEW Y0" J NOTARY P LIC Qualified in Suffolk County:c.» Soo'. O 1 MM 104M Notary Public, �� County �ss'lss•.., «..%9�•`� EXV'V%%%% ` 1 ' pF SOUTy�� * * TOWN OF SOUTHOLD BUILDING DEPT. �76 ' co 631-765-1802 INSPECTION [ ]7FUNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 31 1+ S v AA- �r t2 1►� i2vn -�. N' 20 � l�a►zi ����v�s a�. iJa- Fo u dh 11 jam, o ak-,- ,Dk- .L-"i.i l. -Da rio+ Go n4in oc, an LA , e-A e, . Ca l _pvp__ In �;'pe'c"ho'n 40, DATE INSPECTOR SO OF (/lyo� q10 * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ]7FUNDATION 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: Cin�n v,e. DATE /a•% INSPECTOR a SOUTyOIo # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycouHn��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ 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 [ ] RENTAL REMARKS: 40ruy,41 l DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. o�+� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [` ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: q�-OUMA S U /UOT foud DATE a INSPECTOR 0FS0(/TyO� �[ �� o a25 5o SA�pr4 # TOWN OF SOUTHOLD BUILDING DEPT. IOU HilOc� 631-765-1802 INSPECTION- I FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ..] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [)C] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: komv\ �tDUI.� z5T�4- Ad DATE INSPECTOR J lR�7� �o��pf 50U1h°� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ +rR'OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ]' RENTAL REMARKS: fkatwt, 0� . -m V K, 61 1zv v s Pius sv ae b(�--- DATE - !o-a? INSPECTOR of SOUIyo # # TOWN OP SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] :FIRE.RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ .] CODE VIOLATION [ ] PRE C/O [ ] .RENTAL REMARKS: C ,�G 4NA ��un .e���,e�C.• G�1 S �� d n�vla-�io�•� . W sue►r%i • C�►!� k-• Moor d0019— will lqt iL i `LaAor, 4 r4-P , e&l /n€v c. DATE ANSPECTOR OE SOUTyO� 17�70 01,3570 6;40 a•�o( �Gt/ * # TOWN. OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTIO-N [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [xJ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: HoLdie V6 411 iel �ry -6 -Far awav - s4) -�r et4 To ' et,04ry nnioloa Sero [A tA6�rl ot-o-ttJO oLA-4-te+ lvt 4�Wl? baseAevt+ Via+ w-tdiry P DATE Q INSPECTOR dpirl.4 hO�*pf SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. "cou 631-765-1802 INSPECT10,N [ - I FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [- ] FOUNDATION 2ND [ ULATION/CAULKING [ ] FRAMING /STRAPPING [V] FINAL 14 [ I. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION f ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v ��GA�&� U G4t— &tb 6f v4rt 44/vdt�> 044 -k c CL) --- DATE / l INSPECTO.. �kOF SOUlyO� 4179770 Z 0 * * OWN OF' SOUTHOLD,;:B:UIL ING DEPT. 631-765-1802 INSPIECTION [ ]� FOUNL;";iD;p i j f J R`EBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING 1 „8, [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT,C.ONSTRU.CTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION-' [ ] PRE C/O [ ]. RENTAL l ; REMARKS: - t�yr�e5 00*eA 4 AxA ur-e. 84A k9 r DATE I, o� 1111SPECTOR The Duckwood - Shipyard Lane HVAC Load Calculations for Modern Age Home Builders, LLC 3080 Route 112, Suite C Medford, NY 11763 &0*MIQ RHVACRT~ IAL HVAC AC LOADS Prepared By: Jerry D'Amaro D'Amaro Engineering And Surveying, P.C. 20 Mariposa Lane Manorville, NY 11949-3356 631-878-7808 Wednesday, May 17, 2023 LRhvac is an ACCA approved Manual J, D and S computer program. alculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Duckwood-Shipyard Lane Brookhaven,NY 11719 _ _ _-- Page 2 Project Report - -_--- - General Project Information Project Filename: C:\Users\JTD\AppData\Local\Elite Software\Rhvac 9\Manual J -2350 Shipyard Lane.rh9 Project Title: The Duckwood - Shipyard Lane Designed By: Jerry D'Amaro Project Date: May 17, 2023 Client Name: Modern Age Home Builders, LLC Client Address: 3080 Route 112, Suite C Client City: Medford, NY 11763 Client Phone: 631-569-4513 Client E-Mail Address: Peter@modernagehomebuilding.com Client Comment: Company Name: D'Amaro Engineering And Surveying, P.C. Company Representative: Jerry D'Amaro Company Address: 20 Mariposa Lane Company City: Manorville, NY 11949-3356 Company Phone: 631-878-7808 Company E-Mail Address: jdamaro@optonline.net Company Website: www.damaroengineering.com Company Comment: Design Data,Reference City: Westhampton, New York Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 15 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 27 [Check_Figures Total Building Supply CFM: 1,865 CFM Per Square ft.-. 0.321 Square ft. of Room Area: 5,819 Square ft. Per Ton: 1,372 Volume (ft3): 68,622 Building Loads Total Heating Required Including Ventilation Air: 85,972 Btuh 85.972 MBH Total Sensible Gain: 41,227 Btuh 87 % Total Latent Gain: 6,116 Btuh 13 % Total Cooling Required Including Ventilation Air: 47,344 Btuh 3.95 Tons (Based On Sensible + Latent) 4.24 Tons (Based On 80% Sensible Capacity) Notes - Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, 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. Wednesday, May 17, 2023, 1:39 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Duckwood-Shipyard Lane Brookhaven,NY 11719 _ Page 3 Miscellaneous-Report System 1 Lower Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Differenc Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 26.83 System 2 Upper Grains Input Data Outdoor Outdoor Outdoor Indoor Indoor Different Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb e Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 26.83 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 700 ft./min 500 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.282 AC/hr 0.126 AC/hr 323 CFM 144 CFM Infiltration Actual: 0.274 AC/hr 0.106 AC/hr Building Volume: X 68 622 Cu.ft. X 68,622 Cu.ft. 18,807 Cu.ft./hr 7,268 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 313 CFM 121 CFM Total Building Ventilation: 78 CFM 78 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 10.99 = (1.10 X 0.999 X 10.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 18.24 = (0.68 X 0.999 X 26.83 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.96 = (1.10 X 0.999 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.282 AC/hr(188 CFM) Summer Infiltration Specified: 0.126 AC/hr (84 CFM) Blower Door Data: Wind Shielding Class: 4 -Substantial Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 3,431 Test AC/hr(Selected): 3 ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 10.99 = (1.10 X 0.999 X 10.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 18.24 = (0.68 X 0.999 X 26.83 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.96 = (1.10 X 0.999 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.282 AC/hr(135 CFM) Summer Infiltration Specified: 0.126 AC/hr (60 CFM) Blower Door Data: Wind Shielding Class: 4 -Substantial Obstructions Building Stories: 2 Wednesday, May 17, 2023, 1:39 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development;Inc. Home Energy Compliance Raters The Duckwood-Shipyard Lane Brookhaven,NY 11719 _ _ -- ---Page-4 LMiscellaneous Report(cont'd) utside Air Data -_ - - - _ -- --- — -- - _- - - - Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 3,431 Test AC/hr(Selected): 3 i I I Wednesday, May 17, 2023, 1:39 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Duckwood-Shipyard Lane Brookhaven,_NY_11719 -- - --_ -_-- _.._ --- ---.-__-- _._ __. _ --___-- _ -. Page 5 Load Preview Report - -- -_ Net Rec ft.2 Sen Lat Net Sen Sys Sys Sys:Clg' Act', Duct Scope Ton Ton /Ton Area Gain Gain Htg Gain Loss Htg CFM CFM CAM Size Building 3.95 4.24 1,372 5,819 41,227 6,116 47,344 85,972 1,100 1,865 1,865 System 1 2.06 2.15 1,812 3,902 21,186 3,585 24,771 59,012 757 958 958 10x16 Ventilation 121 801 921 724 Blower 850 850 Zone 1 3,902 20,216 2,784 23,000 58,288 757 958 958 10x16 1-Basement 1,951 1,721 211 1,932 33,974 441 82 441 0-0' 2-Great Rm Kitchen Dining Entry 944 10,470 1,530 12,000 10,270 133 496 496 4-6 3-Living Room 215 2,630 159 2,789 3,366 44 125 125 1-6 4-Bath 2 124 135 4 139 343 4 6 6 1-4 5-Owners Bedroom WIC 377 4,605 693 5,298 6,833 89 218 218 2-6 6-Pantry Bath 186 502 142 644 2,580 34 24 34 1-4 7-Mud Room 105 153 45 198 922 12 7 12 1-4 System 2 1.88 2.09 918 1,917 20,041 2,532 22,573 26,960 343 907 907 10x15 Ventilation 94 624 718 564 Blower 850 850 Zone 1 1,917 19,098 1,908 21,006 26,396 343 907 907 10x15 8-Bedroom 3 191 2,267 291 2,558 2,549 33 108 108 1-6 9-Bath 4 71 547 49 596 1,362 18 26 26 1-4 10-Bedroom 4 196 2,363 332 2,695 3,494 45 112 112 1-6 11-Bedroom 2 170 2,378 286 2,664 2,407 31 113 113 1-6 12-Bath 3 83 505 99 604 2,170 28 24 28 1-4 13-Master BR 2 242 3,098 448 3,546 2,607 34 147 147 2-6 14-Master Bath WIC 299 1,497 119 1,616 3,196 42 71 71 1-6 15-Hall Loft 487 4,971 213 5,184 6,397 83 236 236 2-6 16-Laundry 94 596 0 596 258 3 28 28 1-4 17-Study 84 877 71 948 1,956 25 42 42 1-4 Sum of room airflows may be greater than system airflow because system room airflow option uses the greater of heating or cooling. Wednesday, May 17, 2023, 1:39 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Duckwood-Shipyard Lane Brookhaven,NY 11719 - _ ____ Page 6 i Duct Size Preview J -_ Room or Source Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Reg Duct Name - Velocity Velocity Factor L/1 00 Loss Velocity Length FI_ow Flow Flow Size- Size System 1 Supply Runouts Zone 1 1-Basement Built-In 500 750 0.01 0.1 0 PF441 82 441 0-0 2-Great Rm Kitchen Built-In 500 750 0.01 0.1 631.8 133 496 496 4-6 Dining Entry 3-Livinq Room Built-In 500 750 0.01 0.1 634.8 44 125 125 1-6 4-Bath 2 Built-In 500 750 0.01 0.1 73.3 4 6 6 1-4 5-Owners Bedroom Built-In 500 750 0.01 0.1 555.7 89 A 218 2-6 WIC 6-Pantry Bath 1 Built-In 500 750 0.01 0.1 384.2 34 24 34 1-4 7-Mud Room Built-In 500 750 0.01 0.1 137.3 + 12 7 12 1-4 Other Ducts in System 1 Supply Main Trunk Built-In 700 900 0.0003 0.1 862.2 757 94 958 10x16 System 2 Supply Runouts Zone 1 8-Bedroom 3 Built-In 500 750 0.01 0.1 548.3 33 108 108 1-6 9-Bath 4 Built-In 500 750 0.01 0.1 297.8 18 26 26 1--4 10-Bedroom 4 Built-In 500 750 0.01 0.1 571.6 45 1d 112 1-6 11-Bedroom 2 Built-In 500 750 0.01 0.1 575.4 31 14 113 1-6 12-Bath 3 Built-In 500 750 0.01 0.1 323.1 1ho 24 28 1-4 13-Master BR 2 Built-In 500 750 0.01 0.1 374.7 341 147 147 2--6 14-Master Bath WIC Built-In 500 750 0.01 0.1 362.1 421 71 71 1--6 15-Hall Loft Built-In 500 750 0.01 0.1 601.4 83; 236 236 2--6 16-Laundry Built-In 500 750 0.01 0.1 324.3 3 _U 28 1-4 17-Study Built-In 500 750 0.01 0.1 477.2 25_ 42 1-4 Other Ducts in System 2 Supply Main Trunk Built-In 700 900 0.0003 0.1 870.9 343 907 10x15 Summary_ System 1 Heating Flow: 757 Cooling Flow: 958 System 2 Heating Flow: 343 Cooling Flow: 907 Wednesday, May 17, 2023, 1:39 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Duckwood-Shipyard Lane Brookhaven,NY-_11719 _-__ _- _ Page 7 Total Building Summary Loads Component Area Sen Lat Sen Total Description-- _____ Quan -_Loss- Gain Gain GainJ United Window: Glazing-JTD United Windows and Doors, 427.2 7,690 0 9,954 9,954 U-value 0.3, SHGC 0.3 United Glass Door: Glazing-JTD United sliding patio door, 261.3 4,390 0 7,167 7,167 U-value 0.28, SHGC 0.31 United Window: Glazing-JTD United Windows and Doors, 15 270 0 247 247 outdoor insect screen with 100% coverage, light color drapes with medium weave with 50% coverage, U- value 0.3, SHGC 0.3 PCH Front Door: Door-JTD -Therma-Tru Fibrt-Classic 80.7 1,113 0 390 390 with Sidelites, U-value 0.23 R-11 Blanket-8: Wall-Basement, Custom, JTD 8' below 1962 7,710 0 252 252 grade, U-value 0.061, above grade U-value 0.086 R-20 Batt+XPS: Wall-Frame, Custom, JTD R-15 batts + 3179.5 10,686 0 1,374 1,374 1" Rigid Foam continuous, U-value 0.056 R-18 Gable: Wall-Frame, Custom, JTD 2" SPF + 1" Rigid 498.4 1,734 0 223 223 Foam continuous, U-value 0.058 SPF R-39: Roof/Ceiling-Roof Joists Between Roof Deck 363.4 763 0 255 255 and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, U-value 0.035 SPF R-39-ad: Roof/Ceiling-Roof Joists Between Roof 2262.9 4,753 0 1,585 1,585 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, dark asphalt, U-value 0.035 R-0 BSMT: Floor-Basement, Custom, JTD, U-value 0.2 1951 23,412 0 0 0 R-30 cantilever: Partition Floor(STD=25, WTD=55)-Over 139 321 0 146 146 open crawl space or garage, Custom, JTD R-30 batt insul in floor cantilevers, U-value 0.042 R-30 cantilever: Floor-Over open crawl space or garage, 461.9 1,164 0 97 97 Custom, JTD R-30 batt insul in floor cantilevers, U- value 0.042 Subtotals for structure: 64,006 0 21,690 21,690 People: 9 1,800 2,070 3,870 Equipment: 683 10,478 11,161 Lighting: 800 2,728 2,728 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 313, Summer CFM: 121 20,678 2,209 1,332 3,541 Ventilation: Winter CFM: 78, Summer CFM: 78 1,288 1,424 215 1,639 Blower Heat Gain, 498 watts: 0 0 1,699 1,699 AED Excursion: 0 0 1,016 1,016 Total Building Load Totals: 85,972 6,116 41,227 47,344 Check Figures _ Total Building Supply CFM: 1,865 CFM Per Square ft.: 0.321 Square ft. of Room Area: 5,819 Square ft. Per Ton: 1,372 Volume (ft'): 68,622 LBuil-ding Loads Total Heating Required Including Ventilation Air: 85,972 Btuh 85.972 MBH Total Sensible Gain: 41,227 Btuh 87 % Total Latent Gain: 6,116 Btuh 13 % Total Cooling Required Including Ventilation Air: 47,344 Btuh 3.95 Tons (Based On Sensible + Latent) 4.24 Tons (Based On 80% Sensible Capacity) Notes Wednesday, May 17, 2023, 1:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Duckwood-Shipyard Lane Brookhaven,NY 11719 Page 8 Total Building Summary Loads (cont'd) emotes- _------- --- __..-- Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, 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. Wednesday, May 17, 2023, 1:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Duckwood-Shipyard Lane Brookhaven_NY_11719 . . _ _ Page 9 - - _ Manual_S Data Data S Sy stem_ 1 - Lower Loads and Design Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 21,186 Outdoor Wet Bulb: 71 Latent Gain: 3,585 Indoor Dry Bulb: 75 Total Gain: 24,771 Indoor RH: 50 Load SHR: 0.86 Supply Airflow: 958 Entering Dry Bulb: 75.5 Entering Wet Bulb: 62.9 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 59,012 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.1 Indoor RH: 30 Supply Airflow: 757 _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: EL1 6XC1-024-230A**, Indoor Model: C35-24B+TDR+TXV AHRI Reference Number: 8809530Nominal Capacity: 24,000, Manufacturer: LENNOX Entered Interpolation Data: EDB EDB EWB Air Flow ODB Total Power 75°F 80°F °F CFM -F Capacity Input Sensible Sensible Btuh kW S/T Capacity S/T Capacity Btuh Btuh 59 900 24600 1.22 1 24600 1 2460 1000 25400 1.22 1 25400 1 2540 63 900 85 25000 1.22 0.82 20500 0.97 2425 1000 25400 1.22 0.85 21590 1 254 Interpolation Results: Percent Load of Load Sensible Capacity: 21,600 21,186 102% Latent Capacity: 3,628 3,585 101% Total Capacity: 25,228 24,771 102% Power Input: 1.22 Heating: Model Type: Propane Furnace, Model: EL195UH045XE24B*, Nominal Capacity: 42,000, Manufacturer: LENNOX INDUSTRIES, INC. Results: Percent Load of Load Heating Capacity: 42,000 59,012 71% Wednesday, May 17, 2023, 1:40 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Duckwood-Shipyard Lane Brookhaven,-NY _1_1719 _ _. _ Page 10 -Manual S Performance Data - System 2 - Upper Loads and Design Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 20,041 Outdoor Wet Bulb: 71 Latent Gain: 2,532 Indoor Dry Bulb: 75 Total Gain: 22,573 Indoor RH: 50 Load SHR: 0.89 Supply Airflow: 907 Entering Dry Bulb: 75.4 Entering Wet Bulb: 62.9 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 26,960 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.5 Indoor RH: 30 Supply Airflow: 343 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: EL1 6XC1-024-230A**, Indoor Model: CH35-24B+TDR+TXV , AHRI Reference Number: 8809744Nominal Capacity: 24,000, Manufacturer: LENNOX Ente[ed Interpolation Data: EDB EDB EWB Air Flow ODB Total Power 75°F 80°F °F CFM -F Capacity Input Sensible Sensible Btuh kW S/T Capacity S/T Capacity Btuh Btuh 59 900 24800 1.22 1 24800 0.968 2400 1000 25600 1.22 0.969 24800 0.969 2480 900 85 25000 1.22 0.82 20500 0.98 2450 j 63 1000 25600 1.22 0.86 22016 1 25600 Interpolation Results: Percent Load of Load Sensible Capacity: 21,019 20,041 105% Latent Capacity: 4,018 2,532 159% Total Capacity: 25,037 22,573 111% Power Input: 1.22 Heating: Model Type: Propane Furnace, Model: EL195UH045XE24B*, Nominal Capacity: 42,000, Manufacturer: LENNOX INDUSTRIES, INC. Results: Percent Load of Load Heating Capacity: 42,000 26,960 156% Wednesday, May 17, 2023, 1:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Duckwood-Shipyard Lane Brookhaven,NY_11719 _- Page 11 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CF_M_ ---Zone 1--- 1 Basement 1,951 33,974 441 0-0 0 1,721 211 82 441 2 Great Rm 944 10,270 133 4-6 632 10,470 1,530 496 496 Kitchen Dining Entry 3 Living Room 215 3,366 44 1-6 635 2,630 159 125 125 4 Bath 2 124 343 4 1-4 73 135 4 6 6 5 Owners Bedroom 377 6,833 89 2-6 556 4,605 693 218 218 WIC 6 Pantry Bath 1 186 2,580 34 1-4 384 502 142 24 34 7 Mud Room 105 922 12 1-4 137 153 45 7 12 Ventilation 724 121 801 Blower Power 850 System 1 total 3,902 59,012 757 21,186 3,585 958 958 System 1 Main Trunk Size: 10x16 in. Velocity: 862 ft./min Loss per 100 ft.: 0.091 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split B- Btuh Btuh Net Required: 2.06 86% / 14% 21,186 3,585 24,771 Recommended: 2.15 82% / 18% 21,186 4,651 25,837 Actual: 2.00 80% /20% 19,200 4,800 24,000 E ui ment Data Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL195UH045XE24B* EL16XC1-024-230A'`* Indoor Model: C35-24B+TDR+TXV Brand: ELITE ELITE EL16XC SERIES Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 42,000 Btuh 24,000 Btuh Adjusted Capacity: n/a 25,228 Btuh Sensible Capacity: n/a 19,200 Btuh Adjusted Sensible Capacity: n/a 21,600 Btuh Latent Capacity: n/a 4,800 Btuh Adjusted Latent Capacity: n/a 3,628 Btuh AHRI Reference No.: n/a 8809530 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 85F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 21,186 Btuh, Lat. gain: 3,585 Btuh, Sen. loss: 59,012 Btuh, Entering clg. coil DB: 75.5F, Entering clg. coil WB: 62.9F, Entering htg. coil DB: 69.1 F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 958 CFM, Req. htg. airflow: 757 CFM Wednesday, May 17, 2023, 1:40 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters The Duckwood-Shipyard Lane Brookhaven,NY 11719 - -_ Page 12 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 8 Bedroom 3 191 2,549 33 1-6 548 2,267 291 108 108 9 Bath 4 71 1,362 18 1-4 298 547 49 26 26 10 Bedroom 4 196 3,494 45 1-6 572 2,363 332 112 112 11 Bedroom 2 170 2,407 31 1-6 575 2,378 286 113 113 12 Bath 3 83 2,170 28 1-4 323 505 99 24 28 13 Master BR 2 242 2,607 34 2-6 375 3,098 448 147 147 14 Master Bath WIC 299 3,196 42 1-6 362 1,497 119 71 71 15 Hall Loft 487 6,397 83 2-6 601 4,971 213 236 236 16 Laundry 94 258 3 1-4 324 596 0 28 28 17 Study 84 1,956 25 1-4 477 877 71 42 42 Ventilation 564 94 624 Blower Power 850 System 2 total 1,917 26,960 343 20,041 2,532 907 907 System 2 Main Trunk Size: 10x15 in. Velocity: 871 ft./min Loss per 100 ft.: 0.096 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh - Btuh Net Required: 1.88 89% / 11% 20,041 2,532 22,573 Recommended: 2.09 80% /20% 20,041 5,010 25,051 Actual.- 2.00 80% /20% 19,200 4,800 24,000 Equipment Data Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL195UH045XE24B* EL16XC1-024-230A** Indoor Model: CH35-24B+TDR+TXV Brand: ELITE ELITE EL16XC SERIES Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 42,000 Btuh 24,000 Btuh Adjusted Capacity: n/a 25,037 Btuh Sensible Capacity: n/a 19,200 Btuh Adjusted Sensible Capacity: n/a 21,019 Btuh Latent Capacity: n/a 4,800 Btuh Adjusted Latent Capacity: n/a 4,018 Btuh AHRI Reference No.: n/a 8809744 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 85F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 20,041 Btuh, Lat. gain: 2,532 Btuh, Sen. loss: 26,960 Btuh, Entering clg. coil DB: 75.4F, Entering clg. coil WB: 62.9F, Entering htg. coil DB: 68.5F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 907 CFM, Req. htg. airflow: 343 CFM Wednesday, May 17, 2023, 1:40 PM Residential Plans ExaminerReview Fa Form RPER 1.01 ACCK. for - - • (Loads, • • - 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets): Yes❑ No 0 Mechanical License# or MJ1AE Form'(and supporting worksheets): Yes❑ No 9 OEM performance data(heating,cooling,blower): Yes❑ No❑X Building Plan#' Sys. 1 Manual D Friction Rate Worksheet: Yes❑ No QX Duct distribution system sketch: Yes❑ No❑X Home Address(Street or Lot#, Block,Subdivision) HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building ,. Outdoor temperature 1 Q OF Orientation(Front door faces) Northeast Indoor temperature 70 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest 59012 Number of bedrooms Btu/h Total heat loss Summer Design Conditions Conditioned floor area 3902 Sq Ft Outdoor temperature 85 OF Number of occupants 4 Indoor temperature 75 OF Windows Roof Grains difference 97 A Gr @% % Rh Eave overhang depth 8 Ft Sensible heat gain 91186 Btu/h Internal shade Eave Latent heat gain 3585 Btu/h Blinds,drapes;eta Depth Window Total heat gain 24771 Btu/h Number of skylightsIHVAC EQUIPMENT • 41 Heating Equipment Data Cooling Equipment Data_ Blower Data Equipment type Furnace Equipment type , Standard Air Conditioner Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM G5R CFM Model EL195UH045XE24B* Model EL16XC1-024-230A** Cooling CFM ASR CFM Heating output capacity 42000 Btu/h Sensible cooling capacity 21 600 Btu/h Heat pumps-capacity at winter design outdoor conditions 3s�l S.i Latent cooling capacity _ BtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 25998 Btu/h �HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)+TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. 2 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. � - � - � - eve , Form- ,. ACCK RPER 1.01 � d • `,Y S - - • • . • • • - 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets): Yes❑ No❑X Mechanical License# or MJ1AE Forme(and supporting worksheets): Yes❑ No OEM performance data(heating,cooling,blower): Yes❑ No❑X Building Plan# Sys.2 Manual D Friction Rate Worksheet: Yes❑ No❑X Duct distribution system sketch: Yes❑ No❑X Home Address(Street or Lot#, Block, Subdivision) HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Biilding Construction Information Winter Design Conditions Building Outdoor temperature 10 OF Orientation(Front door faces) Northeast Indoor temperature 70 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Total heat loss 26960 BtU/h Number of bedrooms Summer Design Conditions Conditioned floor area 1917 Sq Ft Outdoor temperature 85 OF Number of occupants 5_ Indoor temperature 75- OF Windows Roof Grains difference 97 A Gr @,% % Rh Eave overhang depth �1 Ft Sensible heat gain 90041 Btu/h Internal shade aL Drapes Eave Latent heat gain 2539 Btu/h Blinds,drapes,etc Depth Window Total heat gain 99 573 Btu/h Number of skylights EQUIPMENT • 41 Heatin Equipment Data Cooling Equipment Dam Blower Data Equipment type Furnace Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM An7 CFM' Model EL195UH045XE24B* Model EL16XC1-024-230A** Cooling CFM 907 CFM Heating output capacity 42000 ,_Btu/h Sensible cooling capacity 21 01 9 BtU/h Heat pumps-capacity at winter design outdoor conditions 401 Latent cooling capacity BtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 2•5037 Btu/h DISTRIBUTIONIHVAC DUCT 1 Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Dud board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)-TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. 3 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. REWRate - Residential Energy Analysis and, Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-38-7-8 Projected Rating: Based on Plans -,Field Confirmation Required. Report Date 2023-05-17 Data Filename 2023_012 2350 Shipyard La.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 17% Heating Degree Days 5294 HERS Index 53 Construction Site Owner/Agent Designer/Contractor HERS Rater 2350 Shipyard Lane Modern Age Builders Corp. Modern Age Home Builders, LLC DAmaro Engineering East Marion, NY 11939 2350 Shipyard Lane 3080 Route 112, Suite C Jerry D'Amaro East Marion, NY 11939 Medford, NY 11763 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 5820 Conditioned Volume (cubic ft) 68622 Insulated Shell Area (sq ft) 10883 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 7257 Maximum UA 648 Your Home Energy Cost($/yr) 6347 Your Home UA 557 Better Than Code (Pert) 14.8% Better Than Code (UA) 14.0% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1918 39.0 0.0 67 Roof 2: R-39 SPF SA 117 39.0 0.0 4 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 3600 15.0 5.0 196 AG Wall 2: R-24.5 JD SPF 527 19.5 5.0 24 REM/Rate-Residential Energy Analysis and Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 , New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value, _ R;Value U-Factor UA Joist 1: Cond -> ambient 206 13.0 5.0 0 Joist 2: Cond ->ambient 142 13.0 5.0 0 Window 1: U:0.23, SHGC:0.30 657 0.230 151 Door 1: PCH Front Door 40 0.230 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Door 3: Fiberglass U-0.17 JD 20 0.170 0 Floors Over Ambient Floor 1: R30,FG1,X-16 85 30.0 0.0 3 Basement Walls Wall 1: R-13 SPF 1700 0.0 13.0 88 Window 2: U:0.23, SHGC:0.30 50 0.230 12 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Cooling:Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all 'current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended-by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. REW.Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Jary PAIWaro a — 7� Z Name-Title Signat a Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.big Date: 5/17/2023 Building Information Conditioned Area(sq ft) 5820 Conditioned Volume(cubic ft) 68622 Insulated Shell Area (sq ft) 10883 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(2497 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II 111 Face / Inset Comments/Location [ ] 2. Sealed Attic: R-39 SPF SA(131 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: first Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (3600 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R-24.5 JD SPF(527 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-19.5 cavity insulation. Name: gables Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.17 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Energy Code inspection Checklist Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-38-7-8 Modern Age Home Builders,•LLC 2023_012 2350 Shipyard La.P.CC.blg Date: 5/17/2023 Windows and Skylights [ ] 1. Window: U:0.23, SHGC:0.30 (45 s.f., Southwest), U-Value: 0.230; SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-1 Orientation: Southwest Comments/Location [ ] 2. Window: U:0.23, SHGC:0.30 (40 s.f., Southeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe:features: Name: D-2 Orientation: Southeast Comments/Location [ ] 3. Window: U:0.23, SHGC:0.30 (80 s.f., Southwest), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: D-3 Orientation: Southwest Comments/Location [ ] 4. Window: U:0.23, SHGC:0.30(15 s.f., Southeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-4 Orientation: Southeast Comments/Location [ ] 5. Window: U:0.23, SHGC:0.30 (45 s.f., Northeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-5 Orientation: Northeast Comments/Location [ ] 6. Window: U:0.23, SHGC:0.30 (25 s.f., Northeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors,describe features: Name: W-6 Orientation: Northeast Comments/Location REM/Rate- Residential.Energy Analysis and.Rating--Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder;Colorado. Page 2 of 9 Energy Code Inspection Checklist Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg Date: 5/17/2023 Windows and Skylights [ ] 7. Window: U:0.23, SHGC:0.30 (25 s.f.,Northeast), U-Value: 0.230, SHGC::0.300 For windows without labeled U-factors, describe features: Name: W-7 Orientation: Northeast Comments/Location [ ] 8. Window: U:0.23, SHGC:0.30 (10 s.f., Northwest), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-8 Orientation: Northwest Comments/Location [ ] 9. Window: U:0.23, SHGC:0.30 (10 s.f., Northwest), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-9 Orientation: Northwest Comments/Location [ ] 10. Window: U:0.23, SHGC:0.30 (10 s.f., Northwest), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: Northwest Comments/Location [ ] 11. Window: U:0.23, SHGC:0.30 (36 s.f., Northwest), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-11 Orientation: Northwest Comments/Location [ ] 12. Window: U:0.23, SHGC:0.30 (15 s.f., Southwest), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-12 Orientation: Southwest Comments/Location REM/Rate- Residential Energy Analysis an6Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 9 Energy Code inspection Checklist Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected.Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1.000-38-7-8 Modern Age Home Builders, LLC 2023_O12 2350 Shipyard La.P.CC.blg Date: 5/17/2023 Windows and Skylights [ ] 13. Window: U:0.23, SHGC:0.30 (80 s.f., Southwest), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: D-13 Orientation: Southwest Comments/Location [ ] 14. Window: U:0.23, SHGC:0.30 (9 s.f., Southeast), U-Value: 0.230, SHGC:.0.300 For windows without labeled U-factors, describe features: Name: W-14 Orientation: Southeast Comments/Location [ ] 15. Window: U:0.23, SHGC:0.30 (13 s.f., Southeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: Southeast Comments/Location [ ] 16. Window: U:0.23, SHGC:0.30 (13 s.f.;Southeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Southeast Comments/Location [ ] 17. Window: U:0.23, SHGC:0.30 (25 s.f., Northeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-17 Orientation: Northeast Comments/Location [ ] 18. Window: U:0.23, SHGC:0.30 (20 s.f., Northeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: Northeast Comments/Location REW..Rate-Residential.Energy Analysis and.Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0.1985-2020 NORESCO, Boulder, Colorado. Page 4 of 9 Energy Code Inspection Checklist Property Organization HERS Modern Age Builders Corp. DAmaro Engineering' Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.big Date: 5/17/2023 Windows and Skylights [ ] 19. Window: U:0.23, SHGC:0.30 (25 s.f., Northeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-19 Orientation: Northeast Comments/Location [ ] 20. Window: U:0.23, SHGC:0.30 (15 s.f., Northeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-20 Orientation: Northeast Comments/Location [ ] 21. Window: U:0.23, SHGC:0.30 (15 s.f., Northwest), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-21 Orientation: Northwest Comments/Location [ ] 22. Window: U:0.23, SHGC:0.30 (13 s.f., Northwest), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-22 Orientation: Northwest Comments/Location [ ] 23. Window: U:0.23, SHGC:0.30 (13 s.f., Northwest), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-23 Orientation: Northwest Comments/Location [ ] 24. Window: U:0.23, SHGC:0.30 (60 s.f., Southwest), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: D-24 Orientation: Southwest Comments/Location REM/Rate-Residential Energy Analysis and Rating-Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 9 Energy Code Inspection Checklist Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry D'Amaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg Date: 5/17/2023 Windows and Skylights [ ] 25. Window: U:0.23, SHGC:0.30(25 s.f., Southeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-25 Orientation: Southeast Comments/Location [ ] 26. Window: U:0.23, SHGC:0.30 (25 s.f., Southeast), U-Value: 0.230, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-26 Orientation: Southeast Comments/Location Doors [ ] I. Door: PCH Front Door(40 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location Frame Floors [ ] 1. Floor: R30,FG1,X-16 (85 s.f.), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over porch Insulation Grade: 1 II III Face / Inset Comments/Location Slab Floors [ ] 1. Slab: JTD-uninsulated (1951 s.f.) R-0.0 perimeter insulation, R-0.3 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate,-Residential Energy Analysis and:Rating:Software v16.0.4. This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 9 Energy Code Inspection . Checklist Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry.DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg Date: 5/17/2023 Foundation Walls [ ] 1. Wall: R-13 SPF(1750 s.f.), Between conditioned space and ambient/ground R-13.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] I. Joist: FF to outside (200 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Joist: 2F to outside(142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ Inset Comments/Location Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 3. Water Heating: Conventional, Propane, 0.72 EF, 48.0 Gal. Make and Model Number [ ] 4. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number [ ] 5. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number REM/Rate- Residential Energy Analysis and Rating Software.vIl 6.0.4 This information does not constitute any warranty of,energy costs or savings. 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 9 Energy Code Inspection, Checklist Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry D'Amaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-38-7-8 Modern Age Home Builders, L'LC 2023_012 2350 Shipyard La.P.CC.big Date: 5/17/2023 Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 116 cfm, 24.0 hrs/day, 96.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 3431) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [ ] Duct System 2 Leakage to Outside is specified in REM/Rate at 10.006 CFM @ 25 Pascals [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: REM/Rate Residential Energy Analysis and Rating.Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 9 Energy Code Inspection Checklist Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg Date: 5/17/2023 Duct Leakage Code Requirements for IECC Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 9 of 9 Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg Property/Builder. Information Building Name New Home 1000-38-7-8 Owners Name Modern Age Builders Corp. Property Address 2350 Shipyard Lane City, St, Zip East Marion, NY 11939 Phone Number Builder's Name Modern Age Home Builders, LLC Phone Number 631-569-4513 Email Address peter@modernagehomebuilding.com Plan/Model Name The Duckwood Community/Development Local Subdivision Identifier/Other 460-ad 'Organization Information Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com Kati ng/RESNET Information ProviderID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry D'Amaro Rater'sID 2614397 Rater's Email jdamaro@optonline.net Last Field Insp 2023-05-17 Rating Type Projected Rating Reason for Rating New Home Rating Number 2023_012 Rating Permit Date 07/01/2023 REM/Rate= Residential Energy Analysis and'Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry D'Aniaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg General-:Bu>Ild_ng Area of Conditioned. Space(sq ft) 5820 Volume of Conditioned. Space 68622 Year Built 2023 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 5 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundation Wall Information Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) main R-13 SPF Cond->ambient/grr 200.00 8.75 6.75 2.00 0.052 0.073 "Uo Value Combo combines wall, airfilm, and soil path Fou"ndation Wall Libtary Last r ` Foundation Wall: R-13 SPF Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 13.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 Ins top 0.00 ft from top of wall REM/Rate=Residential Energy.Analysis and Rating--Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO,Boulder, Colorado. Page 2 of 16 f Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry.D'Amaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg Foundation Wall Library List Ins bottom 0.00 ft below grade Note JTD closed-cell SPF 'slab Floor. Information Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main JTD-uninsulated 1951 6.75 184 184 0 Siab Floor Library List u j Slab Floor: JTD-uninsulated Slab Covering Tile Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.3 Under-Slab Insulation Width (ft) 3.0 Slab Insulation Grade 1 Radiant Slab No Note JTD-concrete only Frame Floor Information 6 Name Library Entry Location Area(sq ft) Uo Value 2nd FL over porch R30,FG1,X-16 Btwn cond Et ambient 85 0.035 Frame"Floor.Library List - s Floor: R30,FG1,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 9.3 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.3 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering HARDWOOD REM/Rate Residential Energy Analysis and Rating.Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 16 r Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg - - - - -� Frame Floor Library �>Ist ;. Note JTD 2 ��- 7--_,*_.ter Ri,m and B na d of >Ist°`i f mn ro ation Y rT ' f Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond -> 200.00 5.0 13.0 2.0 16.0 1 0.056 ambient 2F to outside Cond -> 142.00 5.0 13.0 2.0 16.0 1 0.056 ambient Mover Grade Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond > ambient Light 3600.00 0.054 gables R-24.5 JD SPF Cond -> ambient Light 527.00 0.045 Above'Gr".ade:1Nall Library List = x ` Above-Grade Wall: R-20 Batt+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.5 Note JD,Batt+ Rigid Foam Above-Grade Wall: R-24.5 JD SPF Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 19.5 Frame Cavity Insulation Thickness (in) 3.0 REM/Rate-Residential.Energy Analysis and Rating.Software y16:0.4 This information does not constitute any warranty-of energy costs or savings. 01985-2020 NORESCO, Boulder;Colorado. Page 4 of 16 Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry D'Amaro, Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.big Bove-Grade Wall;Library List` - Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 5.5 Stud,Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.0 Note JD closed-celled SPF in gable endwalls nforliaEion Window l Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-1 AGWall1 Southwes 0.230 0.300 45.00 0.0 0.0 0.0 0.85 0.70 None None D-2 AGWall1 Southeasi 0.230 0.300 40.00 21.0 1.3 8.1 0.85 0.70 None None D-3 AGWall1 Southwes 0.230 0.300 80.00 8.0 1.3 8.1 0.85 0.70 None None W-4 AGWall1 Southeast 0.230 0.300 15.00 0.0 0.0 0.0 0.85 0.70 None 'None W-5 AGWall1 Northeasi 0.230 0.300 45.00 8.0 1.3 7.3 0.85 0.70 None None W-6 AGWalV 1 Northeasi 0.230 0.300 25.00 0.0 0.0 0.0 0.85 0.70 None None W-7 AGWall1 Northeasi 0.230 0.300 25.00 0.0 0.0 0.0 0.85 0.70 None None W-8 AGWall1 Northwes 0.230 0.300 10.00 0.0 0.0 0.0 0.85 0.70 None None W-9 AGWall1 Northwes 0.230 0.300 10.00 0.0 0.0 0.0 0.85 0.70 None None W-10 AGWall1 Northwes 0.230 0.300 10.00 0.0 0.0 0.0 0.85 0.70 None None W-11 AGWall1 Northwes 0.230 0.300 36.00 0.0 0.0 0.0 0.85 0.70 None None W-12 AGWall1 Southwes 0.230 0.300 15.00 0.0 0.0 0.0 0.85 0.70 None None D-13 AGWall1 Southwes 0.230 0.300 80.00 0.0 0.0 0.0 0.85 0.70 None None W-14 AGWall1 Southeast 0.230 0.300 9.00 0.0 0.0 0.0 0.85' 0.70 None None W-15 AGWall1 Southeasi 0.230 0.300 13.00 0.0 0.0 0.0 0.85 0.70 None None W-16 AGWall1 Southeasi 0.230 0.300 13.00 0.0 0.0 0.0 0.85 0.70 None None W-17 AGWall1 Northeasi 0.230 0.300 25.00 0.0 0.0 0.0 0.85 0.70 None None W-18 AGWall1 Northeasi 0.230 0.300 20.00 0.0 0.0 0.0 0.85 0.70 None None W-19 AGWall1 Northeasi 0.230 0.300 25.00 0.0 0.0 0.0 0.85 0.70 None None W-20 AGWall1 Northeast 0.230 0.300 15.00 0.0 0.0 0.0 0.85 0.70 None None W-21 AGWall1 Northwes 0.230 0.300 15.00 0.0 0.0 0.0 0.85 0.70 None None W-22 AGWall1 Northwes 0.230 0.300 13.00 0.0 0.0 0.0 0.85 0.70 None None W-23 AGWa1l1 Northwes 0.230 0.300 13.00 0.0 0.0 0.0 0.85 0.70 None None REM/Rate-Residential Energy.Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 16 Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17' East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC " 2023_012 2350 Shipyard La.P.CC.blg 1N ndow InfoIrma t>on Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading D-24 AGWall1 Southwes 0.230 0.300 60.00 0.0 0.0 0.0 0.85 0.70 None None W-25 FndWall1 Southeast 0.230 0.300 25.00 0.0 0.0 0.0 0.85 0.70 Most Most W-26 FndWall1 Southeasi 0.230 0.300 25.00 0.0 0.0 0.0 0.85 0.70 Most Most Door„Information r r aG ri f Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWall 1 40.0 0.189 4.3 No rear Fiberglass U-0.17 JD AGWall 1 20.0 0.147 5.9 No side Fiberglass U-0.17 JD AGWall 1 20.0 0.147 5.9 No Roof Information Name Library Ceiling Roof Exterior Radiant Type Uo.Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1918.00 2497.00 Medium No Sealed 0.035 No No Attic first R-39 SPF SA 117.00 131.00 Medium No Sealed 0.035 No No Attic Roof L>Ibrary Ceiling: R-39 SPF SA Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness (in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic REM/Rate= Residential-Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 16 Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.big Roof'Litiraly:Lst - - - ,� Note JTD REM/Rate- Residential.Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 16 1 Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023 012 2350 Shipyard La.P.CC.blg M�ech�mcal ment 3 rr - Number of Mechanical Systems 5 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 Heat Prop Furn;64k,96%JD SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity(kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Lae Note Lennox EL196UH070XE36B Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 Heat Prop Furn,64k,96.'.JD _ SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity(kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH070XE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 50 DHW. Prop;ST. 48ga1, 72% Water Heater Type Conventional REM/Rate= Residential Energy Analysis and Rating.Software v16.'0-.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 8 of 16 BuildingSummary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 . 2023-05-17 East Marion, NY 11939 Jerry D'Amaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg Mecharncat Equipment H ' :' Fuel Type Propane Energy Factor 0.72 Recovery Efficiency 0.80 Water Tank Size (gallons) 48 Extra Tank Insulation (R-Value) 0.0 Note Bradford White RG2PV50T"X19 AHRI 205135017 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool JD,'15 1SEER,3`4.8K a „ t System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 Coot JD,"i 4SEER,34 8K 3 ,a. System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 REWRate-Residential Energy Analysis and.Rating Software v1.6:0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 9 of 16 Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders,'LLC 2023_012 2350 Shipyard La.P.CC.big Percent Load Served 50 - - 7,11 J,17 DHW Ef u f All bath faucets Et showers<=2gpm false All DHW pipes fully insulated >= R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 62.88 peRatio 0.59 dishwasherGpd 2.81 clothesWasherHotWaterGPD 5.08 EDeff 0.94 ewaste 22.23 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate-Residential Energy-Analysis and-Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 10 of 16 BuildingSummary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg Duct-*stems. Name Lower Conditioned Floor Area(sq ft) 3902.0 #of Returns 1 Heating System Prop•Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 790.2 Return Duct Surface Area(sq ft) 146.3 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned basement 100.0 4.2 Return Conditioned basement 100.0 4.2 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply ft Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Name Upper Conditioned Floor Area(sq ft) 1918.0 #of Returns 1 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 388.4 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 11 of 16 BuildingSummary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg Return Duct Surface Area(sq ft) 71.9 No bldg cavities used as ducts TRUE Type Location Percent Location .R-Value Supply Sealed Attic 100.0 4.2 Return Sealed Attic 100.0 4.2 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test Lt0 (Leakage to Outside) Total Duct Leakage Supply Et Return 10.00 CFM C 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate=Residential Energy Analysis and Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 12 of 16 Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro.Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry D'Amaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.blg Onfi� ltration And.-Meth a ical Uentitation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 116 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 96.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate-Residential Energy Analysis and Rating Software.v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 13 of 16 Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected-Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023312 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_012 2350 Shipyard La.P.CC.big �Ltgh'ts and Appliances 1. � • -' �' ` Rating/RESNET audit Ceiling Fan CFM /Watt 0.00 Refrigerator kWh/yr 757 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven Yes Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer FueiType Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate-Residential Energy Analysis and Rating Software.vl6.0:4 This information does not constitute any warranty of energy costs or savings: O 1985-2020 NORESCO, Boulder, Colorado. Page 14 of 16 a Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry D'Amaro Rating No:2023_012 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_O12 2350 Shipyard La.P.CC.blg �Mandatdry.Requirements IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 false Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 1 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1703.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate w Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 15 of 16 Building Summary Property Organization HERS Modern Age Builders Corp. DAmaro Engineering Projected Rating 2350 Shipyard Lane 631-878-7808 2023-05-17 East Marion, NY 11939 Jerry DAmaro Rating No:2023_012 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-38-7-8 Modern Age Home Builders, LLC 2023_O12 2350 Shipyard La.P.CC.blg DOE Zero Ener-gy Ready':Honneu Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. ------------ Active Solar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or.savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 16 of 16 � . Arm 0 Mai, �=A I LIPAa = HOMES Long Island Power Authority 2012 Combustion Safety Testing Form '.. LIPA ENERGY STAR®Homes �" r DEC 1 9 2024 Certified Home Address: 2350 Shipyard Lane City: East Wa ion Modern Age Home Builders LLC `''" ``i`t Builder Name: Builder Tracking`#''r" �_ L � Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: November 18, 2024 Outdoors Temp During Test: 58 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.0 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -6.0 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. *atiitg System Primary: Yes ✓ No_ Tvpe: Furnace ✓ Boiler_Heat Pump_Other i z Venting Type 3 Dca { S ry!late :• S`ip llage, CO CO E tcien Fuel.Tyne Circle'T Pascal orst Case'" a`tural;` (worst,Case) ' atural Rating: N✓ P_O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass-, Fail_ 17 PPM 17 PPM Yes ✓ TTMe: Standard Tank_Indirect Tankless Size: - Style Common Vent❑ Water Heater Primary: No Instantaneous ✓ Commercial SeeNote S below (Gauons ' �] ( ) ) Stand Alone s " i Venting'Tvne 3 Drat , Sin Idage'; 5'illa a(Natural) CO CO Efficiency' Fuel Tvpe (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) . EF: N ✓P O E N M S ✓ - Pa. Pass ✓ Fail Pass✓Fail 37 PPM 37 PPM Oven Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes '' No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal a Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =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. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry Uikma Rater Number: 2614397 Rater Signature: Date: November 18, 2024 Ih brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 Home Energy Rating Certificate Property HERS Modern Age Builders Corp. Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro 2350 Shipyard Lane Rating Date: 2024-11-18 Rating Number: 2023_012 East Marion, NY 11939 Registry ID: 256989737 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 48 Efficient Home Comparison: 52% Better Heating 55.3 $571 17% General information Cooling 2.2 $129 496 Conditioned Area 5820 sq. ft. House Type Single-family detached Hot Water 12.6 $136 45vo Conditioned Volume 68622 cubic ft. Foundation Conditioned basement Lights/Appliances 38.3 $2095 63% Bedrooms 5 Photovoltaics 0.0 $0 0% Service Charges $409 12% Mechanical Systems Features Total 108.3 $3340 100% Heating: Fuel-fired air distribution, Natural gas, 93.0 AFUE. Heating: Fuel-fired air distribution, Natural gas, 93.0 AFUE. Criteria Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 20.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 105 cfm, 85.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.3 Under Sealed Attic R-39.0 Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: , SHGC: 0 290 Above Grade Walls R-20.0 Infiltration Rate 998 CF 087 ACi5O � Foundation Walls R-11.0 Method Blower r Jerry D'Amaro, HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-878-7808 Refrigerator(kWh/yr) 848 Clothes Dryer CEF 3.48 Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.3.4 Build: 1013 This information does not constitute any warranty of energy costs or savings. O 1985-2022 NORESCO, Boulder, Co orado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. o�Of$OUTSpIo;^ i""1 � , (-fir" ��' vGr{!`(✓� r 1 Q TOWN OF SOUTHOLD BUILDING ' o`ficoUN �` 631-765-1802 �1 _ 2025 INSPECTION , . oepa�a,dt 5016 n o{Sov"i [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. town [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ J ELECTRICAL (FINAL) [ J CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: U J I-o PA6L oLct u'"t, T kef- � t, A DATE INSPECTOR i Christine Torres Subject: FW:2350 Shipyard Lane(49871) From:Mejia, Evelin<evelinm@southoldtownny.gov> .Sent: Monday,December 30,2024 8:18 AM To:Christine Torres<Christine@puctioelectriccorp.com> Subject:RE:2350 Shipyard Lane(49871) Hi Christine, James let me know he did not go back to see these corrections. If you have photos he will take them in to review- otherwise he will need to return. Kind regards, Evelin Mejia Office Assistant Town'Of Southold.Building Department Annex Building 54375 Main Road P.O. Box 1179 Southold;NY 11971 (631)765-1802 1 4 2025 ., 7 t�er o{�SO t odd -�o 0 i 0= _ F� I ` h _ - --r , W w '4 _ �� �� � � �� �� t �� r __. -- - r � i �� � w �� I • _ i -iq� r .,r.� " t �.'t;�4 Y �=�_• i. 'i!' — .� �� ,. ',1 4 ,..,� �t f. �. �' <<.; ��,-� � S . �x j•. e ��. 6 � � � _ ¢ � 1 y ' * � F' �1', S��M .. S 'P - � • • � '� yl .� r;.: _tti', �:fir:.-. 4... _ �'. l ,, .� .tq :�I �' �' I _�' �.5. `■ I ` + � /7 1 S i � � k � � � � �W� r,Y. i{ i � r= :z�w S� '\ r �. 1 � �,� M Y -�..-� i �¢ fi: A � .Y .,. •rt�-�- 1 �i r ^ri. � ,. ., ,` 1 I � con CD lift Leeds Expediting Services 28 North Country Road,Suite 101 Mount Sinai, NY 11766 631-509-4248 JenniferLeeds0255@gmail.com December 12, 2024 SEC 1 g 2024 • Mr. Mike Verity Town of Southold Building Department 54375 NYS Route 25 Southold,NY 11971 Re: 2350 Shipyard Lane, East Marion SCTM# 1000-38-7-8 Dear Mike: Enclosed you will find 2 original copies of the final as-built survey for the above- mentioned property for Permits #473889 and 473889. I am also enclosing a letter from the plumber, a letter from the PE, final energy documents, and the SCDHS final approval of the sanitary system. If you require any additional information or have any questions regarding this ,application, please do not hesitate to call or email me. Yours very truly, aJe ' r Lee s r t l z .J x r r r 1 � x �j yip --Now r r I ,A r. AA- lot I i t ` yu I i i � f' r i _ �� �� `. �� � p, .F ;� .: � . *; . 4 ��� ! �,";' X � ,� f `M I i 1 f i f 1 i 1 � .ai O Ar' �t .r, 4 � m 7 � a ) : t- , ¥ � .. .� a e ' 4 �a 1'r ti �. Az J a i \`` �.--,"" �.r--� ,� ��.. �� , _f f J��_ .� 1 t'J E" - f ;. z -- --, i � ��� � ti. 1 �' �_1� {' r J J `�/ �1 -. ��� r i I 1 s�:aAl i i F;r. �RPOSE ,i i i I" r L - i T __. -._ �_r... ..� ...,, �, � - ' e # f ..1. .f ids ,;r.� _ . ��'� r +�� ' r ?�,�. .�<a; �. ., c •"tip.. � � - j .,��' h .f:-,r ll Y � � i i i_.:�. J �'"y�. _ ' �r ` . i _ i q i a4 J _ A..� v -.1: .. F ....��4'_.� I.Pi II •�1 ��i A v �..� ..� - -. f s T .4, � .! t G �* �; M j { + C 'i Yr f � A ai •* � L � 0.�� IMG_4639. L7yv "JAl 1/20/23, 1t2:53 PM, 1P9 r ender ie 1 ' •q 11, • lASY ,�,llha, i /1�•,fhlt�ry•��lh..all i`r 1'1,. i 111 i f 14�q• [ I_ ` b :tee:,, 11 I i ! I _....�...-•,..--�+-• sue.- y -` 4 0• P �_�r-,.,_ o .. ,. ;,,, �3;; _ Wit` •�+.,.�" � 4 n ter ': _,P y, �c � ~1�f`�M►:• �,s�., �.�: Z''.�.: ►� J 4' F +14J' _.-..... �.`Y � � -` � ,yl•', .tom;��1.��� �,�- � ,y+ �.�f Yn /1` � ":Y'2.L''i�. _���-, �jiy,.t'tT - � ...{{{����t�I .✓' �i..� _sr� i" i f ' ��. _ .9 �[ _ �, gat.... ,�;..;, � :uta �. �•� _ J1 .r • 41. maw +j. ' �,, f } `� two •I^., �� tj0 '9 G`If ZhttDs://mail.goocle.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgzGwHi)PFDrBrBzQBQibQtxnnrGCQ?I)roiector=l&rnfsSageha d-� Gehg I C L. ��fnl tau e1��� �. Av :tea �I J plow r •�' ¢ i IF - .o, , ' �,�y �?;'•��e ,fly'-yJ ' r. - � 'r : 4 ZN fir, • ••.• - • 1 .� ••• •• • •' C C •Cw •w w •1,1111115M I Iff .•-'. • 1 1 .. k� ,gam� ;"�`"� _ •' •K �'Al t1+�'rv2 -� 1111�1 fff �i�� 1 • 1 r �►�� lip A► x. . -��' i• � � "� � _ � � a �� r �� '•C��..'k34 r x �. '2 ¢'ire ����. ��'. � � � - -� / • � � 'fit �y'`N�.: �.g� +.4�` .t:-.. ,,'•",�_ . 11/20/23, 1:25 PM IMG_4636.jpg x�s 7-1 _r i - .o � s �e. �✓ N ' AA 74 Y.4 k � •Mr`. , https:Hmail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgzGwHpPFDrBrBzgBQibQtXnnrGCQ?projector-1&messagePartid=0.7 MELD INSPECTION REPORT DATE COMMENTS I•a •�- L�I�' �rta�_ t2� �►� Gt./Go�►� co�IS�rwcHot�, S► -� FOUNDATION (1ST) y � \� �V �� �� h��sD�1 SvGlvr�c-�Ce s eh�+s ------------------------------------- FOUNDATION (2ND) haG I . Do AO xz z �1 II15 ellot— poA clo4 rie,hen, off' 6beau a*e-. o la• Y•a3 2�w � cp iR,n ;56ues hAue 1�8 cee�C . 1, sv4✓ OK-. Dk- ca 4v� � ROUGH FRAMING& iin • n v �a PLUMBING �v �'�ifo_4 10 S v s e s Sync. Olz• o!��•a 2- 1 O/t-�7/i✓A- . (�•!o• en arc 2oNl ►nsl (ems e- S .4 awn llzl lx 3�s �n a�s� i►� lR-!r in c /Lq u►r Cen a l<.!c, 2e, ea vllu INSULATION PER N.Y. 4 STATE ENERGY CODE 1 Wku- Il/N S�I✓� . r�V '1 L- nvt v 5 J iwe� clo�2- wl I hL tll 04- b S JTAztl i Orr► � -. Dt✓'3l �nA AjtL. -- FINAL ADDITIONAL COMMENTS 10 3 ' k. v rn .t p x �o z 4�, x W � b ej H 1 �45u�rot,rc o r TOWN OF SOUTHOLD—BUILDING DEPARTMENT y , Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765--1 802 Fax(631) 765-9502 https://xvww.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT � � D E Q V For Office Use Only SEP 1 1 2023 i PERMIT NO. Building Inspector: "J Applications and forms must be filled out in their entirety.Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an Town of Southold Owner's Authbrizetion form(Page 2)shall be completed_ e Date: �_ 3 OWNER(S)OF PROPERTY: 1� Name: O aerfll�l,t 1 �erS SCTM#1000- Project Ad s• S � Phone#: (�3 L — _ �Q Email: De7115✓t&— h Q��•��, Mailing Address: ��, � CONTACT PERSON: ' Name: J—e nA,�f L..e, S Mailing Address: off' '��V\`}y C • S•t;r__ k 0 M-� . S�rA� Y l-1 Phone#: Email: >fr)n i DESIGN PROFESSIONAL INFORMATION: Name: 7N '� �►��GY �' RI`�1�11rV i 1 C Mailing Address: �� �' OS o�A n rVi f /Myz c.r[ Phone#: .3/ 7dC-- ZR01k Email: CONTRACTOR INFORMATION: Name: Mailing Address: a .O1C N Phone#: (�3 _— -� _ , Email: c+er YY10c�E,,m ckl�vre �.u�ai DESCRIPTION OF PROPOSED CONSTRUCTION Vew Stru Ad�ition L Alter tion ❑Repair e o it o Estimated Cost of Project: r 0, Other l $: Od�00D • dC� Will the lot be re-graded? QYes'WNo Will excess fill be removed from premises? ❑Yes VNo t ►'1 L -rCi.vv�• tAwl 1 1 PROPERTY INFORMATION Existing use of property: y Q i✓4,� Intended use of property: 51 s Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. Ur Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and'storm crater Issues as provided by, Chapter 236 of the Tovrn'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,Now 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 buildings)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 rint name): cJ,e h n r�f y �.��d'r )XAuthorized Agent ❑Owner Signature of Applicant: C�iO� Date: 6P- -�3 STATE OF NEW YORK) SS: COUNTY OF k 1� ) -I ' e'n f1 ��- r e. Cis being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, •(S)he is the QA-sP'('N (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of uN 20 -L-3 PM`( M pF� otary Public co d`'exp. row/�0 0 F 0° �or,A N �- PROPERTY OWNER AUTHORIZATION F 0 A ®� a (Where the applicant is not the owner) 3 VBLIG C 0 I, M,od,ern T r T E O� residing at 20 Fro k� M-ea"�rd-I ( J / 1 1 1 ( 3 do hereby authorize t'ln :rnf Y kG CLS to apply on my behalf to the T n of Southold Building Department for approval as described herein. 9-- /-�2-3 Owner's Signature Date Print ner's Name tk; ko-wfl6r. 2 CONSENT TO INSPECTION the undersigned, do(es)hereby state: per(s)Name(s) That the undersigned (is) (are)the owl er(s)of the premises in the.Town of Southold, located at � .a?._ a.(1-- /1/V�/�'at which is shown and designatedoWthe Suffolk County Tax Map as District 1000, Section , Block^_ , Lot_�._` That the undersigned (has) (have) filed, or cause to be filed, an application in the South Id Town Building Inspector's Office for the folio'i g: That the undersigned do(es)hereby give consent to the.Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and.regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of,the'laws, ordinances, rules or regulations of the Town of Southold. Dated: . Sit;na�et" - l� int Na e) ( a)&) / (Print Name) ,�o'WOSt, BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road - PO Box 1.179 `n ^ Southold, New York 11971-0959 • Way oar Telephone.(631) 765-1802- FAX (631)765-9502 ` rogerr ,southoldtownny.gov seandO-southoldtownny.gov APPLICATION FOR.ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �� 3 Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 480.6-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 01 request"an email copy of Certificate of Compliance Elec.Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All information Required). ,Name: (Z�((1 Ar g— (�j l Wp-(S COc Address: 05,16o � kc4cvA Lane ez k Haum Man an Cross Street: VA u':k s\ Phone No.: BIdg.Permit#: ,Z4 U 70 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE-(Please Print Clearly): � 00A" zxc -VA Square Footage: Circle All That Apply: Is job ready for inspection?: YESFJ NO Rough In Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information' (All information required) VService Size (lPhF]3 Ph Size: . CEO A #Meters I Old Meter# Service[I Fire ReconnectE]Flood Reconnect Mservice Reconnect�jkerg round verhead l #Underground Laterals 1 D2 H Frame ole Work done on Service? F\-4YO"O N Additional Information: PAYMENT DUE WITH APPLICATION ":. u S�jFFp�,I. BUILDING DEPARTMENT-Electrical Inspector -� TOWN OF SOU.THOLD DEC 2 1 2023 co $ Town Hall Annex-54375 Main Road PO Box 1179 ^ `� Southold, New York 11971-.0959 r; p Telephone (6.31) 765-1802- FAX (631)7650502 •: l ' rogerr(@southoldtownny.gov—seand(Dsoutholdtownny.gov r APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date:.M 3 Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 El request an'ernail copy of Certificate of Compliance Elec.Address.: 21 Froweih Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required). Name: n I O t EdeQ Co(P. Address: Lav\e. E-a a(tc n I I 93cl Cross Street: cx%(N ,L� Phone No:: Bldg.Permit M L4 C1 g 7d email: Tax Map,District: 1.000 Section: Block: -7 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): U+c�clQra�c SQ.��1 ce N•Q..l.v oc.,�SC?. Square Footage: 1386 Circle All That Apply: Isijob ready for inspection?: 12f YES 0 NO Rough In 0 Final Do you need a Temp Certificate?: YES❑NO Issued On �d� ��lo►�to�� Temp Information: (All information required) ervice Sizei1 Ph❑3 Ph Size: 100 A #Meters_I Old Meter# ew Service0 Fire Reconnect[_ ReconnectOService ReconnectFgkderground verhead #'Underground Laterals 1 n2 R H Frame ole Work.done on Service? W nN Additional Information: _ PAYMENT DUE WITH APPLICATION �a06 00 � t � BUILDING DEPARTMENT-Electricallnspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # _0 Date a 6 2023 Customer Name `j erS Electrician Name (% UC Address C EOWMan Phone e-mail e-mail �(� ftjeooe Phone 1.0License# LI ,Size A Phase l Overhead Underground ✓ #of Meters l Remarks #of Underground Laterals 1 2 New ✓' "H" Frame or Pole H Pwe Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by BUILDING DEPARTMENT'-Electrical Inspector J O�pgt,FFl](,��oG�. M y� � _ : . TOWN OF SOUTHOLD 5 o �` r f6hn Hall Annex'-;54375 Main Road'-,PO-Box-117.9. y Southold, New York 11971-0959 Vy Telephone (631) 765-1802 - FAX (631)765-9502 Ol L,v rogerr southoldtownny qov— seand a@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION,-(All Information Required) Date: Company Name: Puccio Electric Contracting, Inc: Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 01 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required)I Name: !� �{ (1 (-!� VJ i` e , Co( Address: 5d a n2 E l�- a((oo 11 93D Cross Street: u1%f\ Phone No.: Bldg.Permit#: LI U 70 email: Tax Map District: 1000 Section: Block: 7 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ,.Square-Footage: 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) e ce Sizee Size (lPhF]3 Ph Size: . �'o A #Meters _ Old Meter#, VeSrvi wServiceQFire,ReconnectOFlood ReconnectOService Reconnect nderground verhead #Underground Laterals 1 2 H Frame Ole Work done on Service? N Additional Information: UL PAYMENT DUE WITH APPLICATION . } AUOL 6,:tp �-ff vk 14- I-L�gC611 PERMIT 9 Address: Switches GFI's � Surface-tW-ft tt Sconces j �1 H H's K UC Lt � Fans Fridge ( HW QC �Qvlkl7 Exhaust Oven l W/D E` Smokes j `l DW , Mini :arbon P` Micro Generator -ombo till Cooktop Transfer aC AH Y Hood 1 Service Amps Have Usec -pedal: omrnents' Ir �0 �I 6lt6 �o� �° - '� � 1``�C) 1/�ltvl��J�' t 60 Ak .3o 5 ea4f-r- t n it 4 r-- No Ick LA,� , lot ajtt� 10\1 �y Q CjW d C�, '1 b fM' r0�►�l, e1A I Scott A. Russell °SUFFQ At�� ST0]KMWA\T]E K SUPERVISOR z MANAG]EIS IENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 yo ToYvn of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICA (Property Owner, Design Professional, Agent, Contractor, Other) NAME: ta M_ �e- Date: 9LLD � ►z` '--3 .. .� ,� Contact Info. ation: SPA n i �--e�d S O �5 S�Q ,�1'1>� ( • C 0 IE-Mad 8 Telephone Number) i Property Address / Location of Construction Site: 350 S.C.T.M. #: 1000 District Section Block Lot 1 TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑- Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is leguired! - Area of Disturbance is Greater than 1 Adre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. 0 - Area of Disturbance is Greater tlian 1 Acre&Storm-watet Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Reviewed By: l i' Ir Date: `1 rnpm z CMfP-TOgOrtnhPr9nIA At ceive 13 4� .t Town Hall AnnexA t^ Telephone(031)765-1,802 54375 Main Road �sy. Fax(631)765-9502 e7' 1. h P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOU"DONSTRUCTiON 'AND/OR'TIMBEWCONSTRUCTION Date: - /- 3 Owner: M o ac r , e- &V ' 3 /{ _ Location of Property: _ cl _ �i.►'l.e , S'� &Af- e7_1 Pleasnotice 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 (perso submitting this form): Tonn i'iCe Y Capacity(check applicable line): Owner ✓ Owner representative TrussRegl6.doox Effective.li! 2016 AC 0 DATE(MMIOD/YYYY)CERTIFICATE OF LIABILITY INSURANCE 09/06/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Matthew Daley Farm Family Insurance PHONE E ; 631-744-3350 1C No; 631-744-3383 85 Echo Ave-Suite 2 E-MAIL matt.dale farm-famil .com ADDRESS: y@ Y INSURERS AFFORDING COVERAGE NAIC# Miller Place NY 11764 INSURERA: Farm Family Casualty Ins Co 13803 INSURED INSURER B: United Farm Family Casualty Ins Co 29963 Bukowski Homes Inc INSURERC: PO Box 291 INSURER D: INSURER E: Holbrook NY 11741 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1�TR TYPE OF INSURANCE ADDL SUBRIM POLICY NUMBER POLICY EFF MMIDCD EXP LIMITS A X COMMERCIAL GENERAL LIABILITY 310319172 03/15/2023 03/15/2024 EACH OCCURRENCE $ 1,000,000 CLAIMS MADE E5 OCCUR DAMAGE TO R NT ED PREMISES(Ea ac _ce $ 100,000 MED EXP(Any one person) $ 5,000 X Contractual Liability PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JET LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY 3101C8463 01/20/2023 01/20/2024 E MBINeDtSINGLELIMIT $ 500,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY X AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIA13 OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION 3104W7007 03/14/2023 03/14/2024 STATUTE ERA AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE YIN NIA E.L EACH ACCIDENT $ 1,000,000 O FF ICERIM EMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If y,,,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Tile/Carpentry Town of Southold is listed as additionally insured on policy 310319172. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 53095 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold NY 11971 AUTHORIZED REPRESENTATIVE O 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Leeds Expediting Services 28 North Country Road, Suite ioi Mount Sinai, New York ni 766 Office 63 -509-4248 /Cell 631-897-2684 jenniferLeeds0255@gmail.com E ! ebe',N)25 V E ( 1 Town of Southold Building Department , SEP 1 1 2023 Town Hall 54375 NYS Route 25 j3UF1 !ng_Deparhr'srt Southold,NY 11971 Tovirc of Southold Re: Shipyard Lane,East Marion SCTM# 1000-38-7-8 Dear Reviewer: Enclosed you will find application for new residential construction at the above- mentioned location. The following is enclosed for your review: • Building Permit Application for a proposed new single-family dwelling,proposed detached garage and a proposed in-ground swimming pool with a fence to code. • Consent to Inspect form • Application for Certificate of Occupancy • Application for construction of a Septic Tank with a check made payable to the Southold Town Clerk in the amount of$10.00. • Truss form • Proof of Workers Compensation,Disability and Liability Insurance • Storm Water Management Work Sheet with 2 copies of the plans • Suffolk County Department of Health Services Permit#R-23-0802 • Survey of Property • 4 sets of Construction Plans with energy compliance/RES check • Check made payable to the Town of Southold in the amount of$250.00. If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, J 'fer Le s A_\A 5 SEE ATTACHMENT(S) N/F CLEAVES POINT CONDOMINIUM IMPROVED USUC WAT P ER Es� J S5516100V 40.00 I :z -Fol, 0 LLI 77- DW cleaves Point 0: r1RO11I ED DRIVEWAY 25' 3G` X­-, Colic, WATER SERVICE GARAGE OUTDOOR SHOWER • T 0 0) R)NZLL(TYPI) KEY MAP MOUj- D, THREE(3)8'0 X 6'DEEP LEACHING POOLS- CEN7 A NOTES: I OWTS PROPOSED STORY RESDENCE 4*0 SOR-35 PVC 5 8'MIN. S. 1. LOT AREA-68,361.53 SF(1.569 ACRES) IN. BEDROOMS, 1 00 (7YP.) IN. TYP.) MI UNFINISHED 2, S.C.T.M. 0-038.00-07.CD-008.000 BASEMENT 3 z VER CAL DATUM:NAV088 10",I I I 1 7-- LP DRAIN NOS ARE BASED ON A SURVEY PREPARED BY AJC LAND SURVEYING PLLC.DATED APRIL FUTURE EXPANSION F.F. -1613 'AMARO ENGINEERING AND SUR LEACHING POOL FE OWTS - 0 11,J,2 23 AND ARCHITECTURAL PLANS BY D vEYING.P.C.DATED /A WIS 5. CON UAR 2023. 1 1 1 1 7 CONTROL PANEL CONTRACTOR SHALL LOCATE AND MARK OUT ALL UTILITIES ON-SITE PRIOR 70 COMMENCING PROPOSE!�� 6. CONSTRUCTION. SERMCE rE POR THE CONTRACTOR SHALL GIVE THE ENGINEER A MINIMUM OF 48 HOURS NOTICE IN ADVANCE E OW)W) I/A OWTS BACKFILLING AN SYSTEM COMPONENT.THE NGNEER SHALL ALSO BE PRESENT DURING HIGHWATER BLOWE SYSTEM LEVEL ALARM 7. THE ONSITE WASTEWATER TREATMENT SYSTEM(OM)INSTALLER SHALL HOLD AN EN 3/4 0 SCH.80 130;MC LOCATION SHALL i FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)AND PVC COMPRESSED ALL BE AN MANUFACTURER AUTHORIZED INSTALLER. AIR LINE FROM 8 THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL REQUIRED INSPECTIONS NTH SCDHS. M BLOWER 9: THE OURS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DE 4'0 SOR-3 PVC ID. THE OF HEALTH SERVICES. E CONTRACTOR SHALL PROVIDE THE ENG114EFR WITH MARKED UP AS-BUILT DRAWINGS.THE &2%MIN.(TYP.) AS-BUILT DRAWINGS SHALL CONTAIN FIELD MEASUREMENTS TO ALL PROPOSED OWTS SYSTEM t Ri COMPONENTS AND STRUCTURES(MIN.2 TIE DISTANCES TO FIXED OBJECTS)AND RIM.BOTTOM, 01 AN AND STRUCTURES, INVERT ELEVATIONS OF ALL PIPES AS INSTALLED.THE ENGINEER SHALL 500.13 NUIEVOO'E INCORPORATE -BUILT MARKUPS INTO THEIR DRAWINGS AND WILL P 101 All THE CONTRACTOR'S AS PROVIDE FINAL AS-GUILTS 10 SCDHS,AS REQUIRED, N/F BOOST CONSTRUCTION CORP. N/F SUMMIT ESTATES HOMEOWNERS 11. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROMDER 730'TO VACANT ASSOCIATION INC. MG THE PROPERTY OWNER SHALL BE PROVIDED TO SCDHS. 5 DRIVE VACANT 12. A,ARSAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. 13. THE /A OWTS is DESIGNED TO VENT THROUGH THE BUILDING SEWER PIPE.THE EXISTING HOUSE TRAPSHALL BE REMOVED.IF THE HOUSE TRAP MUST REMAIN,PROVOE Y VENT PIPE FROM THE OWTS TO THE RESIDENCE MAIN VENT.PIPE SHALL HAVE A POSITIVE SLOPE FROM .jj THE OWTS 70 THE HOUSE SO CONDENSATION WILL DRALN TOWARD TREATMENT UNIT. 14. THE CONTRACTOR SHALL PROVIDE A SECONDARY SAFETY UD OR DEVICE FOR ALL COVERS 15. THAT WEIGHT LESS THAN 60 UBS. SITE PLAN CONTRACTOR SHALL CONFIRM INVERT ELEVATION Or SEWER AT POINT OF C NECrIGN PRIOR N To COMMCNCE It. SCALE:I'-30' D�S MENT OF CONSTRUCTION.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF MY Ing 16. CONTRACTOR IN THE INVERT ELEVATIONS. IS RESPONSIBLE FOR OBTAINING ANY REQUIRED CONSTRUCTION OR DEWATFRING PERMITS PRIOR TO COMMENCING 17. CONTRACTOR SHALL ADHERE TO CON TROG UCTFOIEGUILATIONS. ALL L UPSTREAM LINE 16. THERE ARE NO SURFACE WATERS WTHIN 110'OF PROPERTY. (INLINE CLEANOUT ONLY) 19. THERE ARE NO VISIBLE WELLS WITHIN 15W OF PROPERTY. I SCOPE OF WORK: .1. 98 PLAN 1. CONTRACTOR 15 RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE INSTALLATION CF THE 4=1 Ib • FUJICLEA OWTS AND LEACHING POOLS.THE WORK INCLUDES ALL SANITARY PIPING.FITTINGS, HIP; D AN VALVES ON THE EXTERIOR AND INTERIOR OF THE BUILDING, SEWER CLEMOUTS, ELECTRICAL SYSTEM VENTILATION THE "RIC AND INSTRUMENTATION CONDUITS AND WIRING,SYSTE TFLA,ON PIPING TO 4'0 PVC THREADED 10'0 VALVE BOX WITH'SEWER" SUILOiNGkLV.NT SYSTEM (IF NECESSARY� BLOVIER AND AJR PIPING. I/A O1VTS SYS COUPUN STAMPED IN COVER.PART NO. TVA W/PLUG 111SCS AS MANUFACTURED BY INSTALLATION,LEACHING POOL INSTALLATION,RESTORATION OF SURFACES,CONTROL PANELS,THREADED EADED W PLUG unuTIES.EX Nos INC..OR EQUAL CAVATION,CLEARJNG,BACKRUUNG AND COMPACTION MATHIN THE PROPOSED OWTS LL PLACE VALVE BOX ON FOOTPRINT,PERMITTING,AND ALL ELSE AS SHOWN ON THE DRAWINGS. .2 -9 COMPACTED MPACTED GRAVEL BASE I HIM �q 9 FOR INUNE CLFANOUT PROVIDE (1)45*PVC ELSON(SDR-35), DESIGN CALCULATIONS: FOR CLEANCUT AT BEND PROVIDE (2)45, (2)45"ELBOWS (2) PVC ELBOWS(SOR-35). TERMINAL 1. INNOVATYE/AITERNATWF ONSITE WASTEWATER TIRFATIVENT SYSTEM q Or CLEANOUT ONLY Lo., -gt THE OWTS SHALL BE A CEN7 MODEL AS MANUFACTURED By FU,0CLEAN WITH A HYORAUUC FLO-11 CAPACITY OF 700 GALLONS PER DAY. THE DWEWNO IS ANTICIPATED'TO GENERATE 660 GALLONS PER DAY(GPD)AVERAGE DAILY FLOW OF DOMESTIC STRENGTH WASTEWATEAL EXCAVATION INSPECTION REQUIRED 45-PVC WYE(SOR-35)INLI NE CLEANOUT ONLY e FOR SANITARY SYSTEM SaI;`110141 THEEFFLUENT LEACHING SYSTEM IS WED 70 PROVIDE 400 SF,OF SIDEWALL LEACHING AREA. .1 THE LEACHING SYSTEM SHALL BE THREE(3)VO X S'EFFECTIVE DEPTH PRECAST a CLFAHOUT CONCRETE LEACHING POOLS.TREATED WASTEWATER KILL FLOW INTO THE LEACHING POOLS BY M s GRA Ty.THE POOLS SHALL BE LOCATED IN AND DISCHARGE TO CLEM SAND. CONTRACTOR By HEALTH DEPARTMENT SHALL EXCAVATE UNTIL THE CLEAN SAND STRATUM IS REACHED AND BACKFILL WITH SUITABLE 1.SOIL BORING EL 15.00 MATERIAL To THE BOTTOM OF THE PROPOSED LEACHING POOLS, SAND.LOAM .,L. 3.01 EL 12.D0 SANDY SILT .S, 9.0' - EL.6.00 LU pm z 2V CLAYEY SAND V z 20 ;Cd- V j Md - > 13.8, EL 1.20 19 -- - 20 0 CLA YEY SAND _j < V33; CLAY 8 19 U,15.01 1 F.FJE.;--10.13 L------ ___ M. . __ � - � ____ - - - - D_ L 0 EL 0.00 17 OWTING 18 AREA RESERVED FOR APPROVAL STAMP 17 Design Professional's Certification Required. ZZ SIP 1 6 E 16 100 C/5 FINE SAND 15 15 Su b It P.E.or R.A.Certification for 0,5 14 14 The Installation unm g ;CO3 23.0- EL-8.00 13 d Construction of the Sewage Disposal System 0 LU 0�e Z 12 ------ 13 0 12 M Use Form WWM-073 z HIGHEST EXPECTED GROUNDWATER ELEVATION:3.24! 1110 OF 4. 11 r- 1< LLI QO 0 SOR-35 8'OF 4'0 SDR-33 ITT CA'CULATONS' Q 9 0 2.OX_WN. a 1.0%MIN. V OF VO SDR-35 10 CALCULATIONS BASED ON NEARBY USGS GW MONITORING WELL S 16783.2 > 8 a I.Ox U11M. 9 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LU HIGHEST RECORDED WATER LEVEL AT MONITORING VVELL 5.23 04 04/7/2010 LLJ CAST IRON PIPE EXTENDING 8 EA WATER HOLE:1.94 ON 4/12/2023 _ LEVEL AT MONITORING WELL AROUND DATE OF TEST _j 7 2'FROM FOUNDATION LINE HIGHEST EXPECTED WATER LEVEL RATIO:5.23/1.04.2.70 UJ NY.EL AT BUILDING:1104 7 0 PERMIT FOR APPROVAL OF CONSTRICTION FOR A WATER LEVEL ENCOUNTERED DURING TEST HOLE.- 1.20 CN�/7/2023 Z HIGHEST EXPECTED WATER LEVEL OF SUBJECT SI E-.1.20 I . 2.70-3.24 5 5 SINGLE FAMILY RESIDENCE ONLY 4 52L BORING NOTM 3 ------------ -- - ----- 4 1. SOIL BORING PERFORMED BY M.COONAUD GEOSCIENCE ON APRIL 7.2023. 2 HI GRE 2 2. GROUNDWATER WAS ENCOUNTERED AT 13.8'BELOW SURFACE. Z%wr 0 1 DATE 8131!3 R-23-0802 NIA SCHL-RORINC DISCLAIMER SOIL BORING DATA IS PROVIDED FOR INFORMATION - 0 ­ NAK Zf/�ONLY - IT IS NOT PART OF THE CONTRACT DOCUMENTS. SUBSURFACE -1 APPROVED 6 EXPLORATION DATA 15 PROVIDED FOR INFORUATPON ONLY 10 DISCLOSE -2 AVAILABLE INFORMATION TO THE: EDGERS AND CONTRACTOR. AND MAY BE -2 SAH INTERPRETED AS SEEN FIT. NO REPRESENTATION IS MADE AS TO THE FOR MAXIMUM OF ✓ 6 BEDROOMS ACCURACY OR COMPLETENESS OF SOLS, CROUNDWAIER, OR OTHER MAY 15,2D23 SUBSURFACE EXPLORATION DATA. SANITARY PROFILE EXPIRES THREE YEARS FROM DATE OF APPROVAL As Nvrrm SCALE- I"-5' oIAVAIcw W Q Y 0 CRADE IN CONCRETE COVER-, INC OWN PPJEDlR LtDEND INV EL(SEE °i •i 6 A CABLE BY COMPONENT MANUFACTURER SANITARY PROFILE) c Vr 2-1/2 0 20'0 MANHOLE 20"0 MANHOLE 2�0 MANHOLE DISINFECTION CYLINDER B 2/12+1 4'/PVC(SDR-35), 20" TH 2 MI2 GND.3/4'C, I.D. REINFORCED CONCRETE VENTILATION PIPE SCUM BAFFLE B )b'/7'PITON MN (OPTIONAL) .'. FLAT TOP SLAB OR DOME N 8'-2 Jr _m T 61 METER PAN 8•-0'0$AMTARY ®® POOLS LEACHING 2 2 I LEACHVNG RING REpRCVUTICN ®®�®gm OUTBOUND PIPE DISINFECTION AIR LIFT PUMP 3'-" ®� WITH DROP TEE(IF ® MIN.. ®®® z� DISTRIBUTION POOL) ID 4'B INLET PIPE -- - CYLINDER OPTIONAL m CIRCUIT BREAKER PANEL IMPERVIOUS SdL ®® ®®® FN� ( ) G (OPTIONAL) ®® 4"0 PVC STIR-35 4'0 OUTLET PIPE y„ 240/120V 10 60NZ ®®®®®®® A�. 11 (D 200A ®� ON 'b'Q •� JA O 8 CKFr.L SHALL ®®®®® B�CLEAN SAND ®lam Ifs AND GRAVEL ®®®®®® INLET BAFFLE ® EFFLUENT AIRh Z rGRO NDWAR lE0 LIFT ENT 6'MIN PENETRATION s m ® FUJIC!EAN N VIRGIN STRATA OF _ RECIRCULATION PIPE CONTROL PANEL SAND B GRAVEL FLOW OPENING LFLOW BAFFLE `'1/2°0 AIR INTAKE B 120V 10 60H2 (CLEANING OPENING) IP 2 ,2Dv SANITARY LEACHING POOL PUN VIEW B SECTION A-A VIEW B IP SCALE:NTS z IP 2 15A 24'0 MANHOLE 113 CHAMBER VOLUME (CAL) F FLOW OPENING 0 SEDIMENTATION CHAMBER 39J DUPLE%GFl RECEPTACLE ANAEROBIC FILTRATION CHAMBER }gg W µEAR@RPROOF AEROBIC CONTACT FILTRATION CHAMBER 781 ENCLOSURE MOUNT ON Z o W BOARD TYPE Si0 AGE CHAMBER 90 TIMBER OR METAL POST CONTACT MEDIA DSENFECTION CMAMBEft 6 TOTAL VOLUME 1069 O J4rr is 0S�� RECIRCULATION ASSEMBLY SPECIFICATIONS BIAD7ERR CONTROL REPLACE PATH 4'ANAEROBIC MEDIA PP E FILL RATE 329. FLOAT TOPSOIL W7 GRASS 2-0° BOARD TYPE ER,MEDIA PVC/PP/PE FILL RATE 17% TO MATCH EXISTING MIN.TRENCH KiDTM' gg m AEROBIC MEDIA PP PE FILL RATE 55x &`Bg AEROBIC MEDIA BLOWER 2.B K. TANK FRP r �ggAERAT0.N PVC PP PE '�'� / L—JJl- .Zox ASSEMBLY ACCESS COVERS PLASTIC CAST IRON Y DISENFECTANT OPTIONAL CHLORINE TABLETSi��r'L `' SECTION B-B VIEW / ^ S54 y DETECTABLE MARKER TAPE TO BE } "tS3 ILA OWTS SINGLE LINE DIAGRAM ...STALLED 12'ABOVE CONDUIT z : ! FUJICLEAN CENT WASTEWATER TREATMENT SYSTEM SCALE:NTS SAND BACKFlLL,COMPACT TO ° €; :a MIN.95%DENSITY O N UNDE} RGROINO ELECTRIC COMPRESSED AIR LINE. Dy�3y3 sg OR CONTROL CIRCUIT, 5CH 80 PVC SCH 80 PVC O BD N S 1. .PAVED AREAS.SAW CUT E18S71NG PAVEMENT 12'FROM THE EDGE'OF d 5 2 TRENCH.APPLY CRACK SEALER.AND PROVIDE THE TYPICAL PAVEMENT SECTION OVER THE TRENCH(SEE PAVEMENT SECTION DETAIL ON THIS SHEET). G 2 5 2. CONTRACTOR SHALL CONFORM TO,7HE SPECIFICATIONS OF THE NEC AND €e SEE ATTACHMENT(S) UTILITY COMPANIES WHERE APPLICABLE — egQQ c%i ELECTRICAL TRENCH on �E° 113 MOUNT CONTROL PANEL AND 8 1/8' C I . OUTLET TO STEM 2 OR METAL E FRAMING SYSTEM N DIRECTLY TO ALARM BEACON RESIDENCE,AT OWNERS OISC.NETON 6 3/8, NJICLEA%NEMA AK DUPLEX ER+M RECEPTACLE O igegSkB3- IN WEATHERPROOF ENCLOSURE CONTROL PANEL dec&9° SUNUCHT RESISTAN7 SCH• 7 1/8' ' 80 PVC CONDUIT(TIP.OF ALL ABOVE OUT CONDUIT)T-B C = � BOBODY JUNCTION 6 WEATHER RESISTANT BLOWER Z ENCLOSURE,PROVIDED BY Z POWER FROM CIRCUIT MANUFACTURER BREAKER PANEL 4 3/e' BLOWER.SEE DETAIL Yl. FOR S121NG BALKflLL WITH$U1T481E MATERIALS IN POWER TO BLOWER E .CATION$ UNPAVED AREAS AND SELECT GRANULAR FILL SDEJ;N 1 AS ONTR 3/4'5CH.BO PVC M EL MACIOOtII IN PAVED AREAS,COMPACT TO 9517 IN PAVED (DESIGN BY CONTRACTOR) ALARM WIRE FROM AIR LINE TO OWES LOW C M AREAS AND AT LEAST 85%IN UNPAVED AREAS— HIGH WATER FLOAT N RMAL R SSIJ 2.fi PSI —�� CONCRETE BLOWER PAD P-ZIYFJ) 120V 1.7A 60Hz \• JB' / 512E0 TO FIT <IN MARKER TAPE TO BE MAX, / FINISHED GRADE ENCLOSURE WEIGH 11 LBS INSTALLED 12"ABOVE PIPE Ate/ / • CONSUMP N ]4 W \� /' `TRENCH WALLS MAY BE SLOPED ABOVE J Z V A / :TOP OF PIPE,p7 CONTRACTOR'S OPTION Q � _� INSTAII ATIDN/OPERATION AND MAINTENANCENOTFc• 6'MIN.t) \ SELECT GRANULAR FILL,COMPACTTO95%MODIFIEDW 5,_ I. INSTALL BLOWER ON CONCRETE BASE. ENSURE / PROCTOR DENSITY OFl[CTRI�A NOT`: AGEg1ATE VENTILATION AND PROTECT AGAINST PIPE ZI. ALL ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH NATIONAL ELECTRICAL CODE(NEC).2017 EDITION. SUNLIGHT. + Z d Z 2. ALL POWER'WRING SHALL BE MINIMUM F12 AWG.MINIMUM CONTROL ANDINSTRVMENTATION FIELD W9RING 2. MAINTENANCE REQUIRES A TRAINED TECHNICIAN: S 7'o SHALL BE§14 A15G.GROUND WIRING SHALL BE FULL SIZE.ALL CONDUCTORS SHALL BE COPPER WIRE. 4"SELECT GRANULAR FILL IF <ZY 3. CONDUIT SHALL BE 5CH 80 PVC•MINIMUM VO.ABOVE GRADE CONDUIT SHALL Bc UV RESISTANT. 3. FOR MAKIMUM EFFICIENCY,INSPECT AND CLEAN PVC SEWER PIPER UNSUI4. TABLE MATERIAL ENCOUNTERED. O g 8?>Z INTERNAL AIR FILTER ONCE EVERY 3 MONTHS. COMPACT TO 95R MODIFIED PROCTORiCL CONDUIT CAS SEALS SHALL BE TALL0 INSTALLED ON ALL CONDUIT LEAVING THE OWES. NOTES- DEN51-1Y o ; Q 0,O B. CONTROL PANELS SHALL BE INSTALJPD NOT LESS THAN}'ABOVE GRADE V 4. REPLACE DIAPHRACM/VALVE ASSEMBLY bIJCE ZV EVERY 12 MONTHS(NOTE: ASSEMBLY DIAPHRAGM 1. "SELECT GRANULAR FILL'AS DEFINED IN NYSDOT SPECIFICATION W WILL TRIGGER THE AUTOMATIC-STOP FUNCTION). SECTION 203. PROVIDE A MINIMUM OF 4'SELECT GRANULAR FILL PIPE FJ J CONTROL PANEL ELEVATION BEDDING WHERE ROCK OR OTHER UNSUITABLE CONDITIONS ARE 8 W 5. BLOWER TO BE HARD WIRED TO CONTROL PANEL ENCOUNTERED. n r^ 0 O 2. "SURABLE MATERIALS"AND'UNSUITABLE MATERIALS'ARE AS DEFINED A U) Q LL FUJI MAC100R11 BLOWER BY NYSDOT SPECIFICATIONS SECTION 203. z 7 m o C) w PVC SANITARY PIPE TRENCH a N/A ""r NAK CKCGtEDAr SAH MAY 15,2D23 i 8 u.Lc A5 NOTED uuwmxn `'I SURVEY OF PROPERTY DESCRIBED PROPERTY SITUATE R 640 EAST MARION E3 �s, 0 TOWN OF SOUTHOLD 2 SUFFOLK COUNTY, N.Y. ` X �F v AG C� TAX MAP NO.: 1000-038.04.07.00-008.000 °� LOT AREA:68,361.53 S.F.(1.569 ACRES) p ° 0ty DAZE SURVEYED:APRIL 11, 2023 -ELEVATIONS REFER TO NAVD88 Q -ZONING:R40 \ -NO WETLANDS OR SURFACE WATERS WITHIN 300' -NO WELLS WITHIN 150'OF SUBJECT PROPERTY 1\ i 0 30 60 Feet SCALE: 1 INCH= 3 O FEET tt � 17.6 TEST HOLE (NOTTOSCALE) +"' \ °t\D MCDONALDGEOSCIENCE 17.5�. \ h9� DATE:APRIL7,2023 AT 12:45pM 16.8+ GRADE E 15.00 MIXED WOOD 0.�� ML DEBRIS, 3 SAND,LOAM <4) 9 \'e pBROWNI ,, h92 O SW ML? FILL? SANDY SILT 9' BROWN CLAYEY Gp. 15.6+ 17.a 0��� SAND SC. FILL. A 13.8 -WATER IN BROWNCLAYEY 15 SC? F LLSAND �(V 1 WATER IN BROWN pGP ��I�`//�� 23' FINE SAND SP J QpP / / \\ �, UTILPOLE WATER ENCOUNTERED 13.8'BELOWSURFACE IF i6-7+ S DRAINAGE CALCULATIONS.: RESIDENCE&PORCHES:2197S.F.x 0.17 FT.x 1.0=374C.F.REQUIRED PROVIDE:(2)8'DIAM.x5'DEEP DRYWELL OR EQUIV. 13.4+ GARAGE:750 S.F.x 0.17 X 1.0=128 C.F.REQUIRED PROVIDE(1)8'DIAM.x31 DEEP DRYWELL DRIVEWAY:3300 S.F.x 0.17 x 1.0=561 C.F.REQUIRED C O V CLEARED AREA WITH FlLL \ O.PROVIDE(2)8'DIAM.x 7'DEEP DRYWELLSy &LAN ,_N DEBRIS POR t^` 1p / P h as \D.WC/\\ WA �SFO \\\\ / \6ELGIAN CERTIFIED TO: -- \ - o +16.5 Y \ PROPOSED 4 \����e \ Sp BLOCK MODERN AGE BUILDERS CORP. \ 1 \ o O /\ R y APRON AMERICAN DREAM ABSTRACT INC. I \\ y DWELLING y�P G Op Y +16.4 TEST HOLE TOP END. 6.13 73 Py \ / � GOe\a 1 s. --- \ B.FL-6.06 �I I RIDGE = 49.50 O\�fy� G\P�g\ MON.FND+17.1 _- -- o °�� i SHED / / N' X 20' ip \ // - -- Q 7 / ,b .o QRo 4 \ � / , c9 IN-GROUND \,/ a POOL _\\�9�o OOi/ / ( PAT10 1as+ rho/6 / / / / a / POOL FENCE` S- \\\so ��e D W1 \/ / In 4. IDW� \ 10.6+ // _ o >UTDOOR / \ N26 G / / \\ SOWER 25' x 30' 9 GARAGE - gyp. 4 /,. \ / / �PQ�P �P'��p // / / // \ IiW1 // t3' IGH WAtPOSEL I // / G'GwP��G��� / // // -(1 2) //./ / l'�0) SHED / > 12.0+ % �J�•G��; I? 4� /// /// s.7 FN�L �D. Gp�pp' , 0 F � 10 / / / /' or- p A� ho160p` \\ / U�Q // // // // // '��� / 1o.e+ // �51 ` Q (3 1i i^` W G w 0. LIGHTPOL>F'! -� // // ar 4.5+ / / Q �r,� +o / ----- - / / / 1-41ma 0 / ACCESSORY BUILDING ENVELOP ( ------------ _ ___ -------- I CIL'�- / _ O H T 2022 PJC LAND 5UF^/EYIN('•PLLC.ALL RIGHTS R!_SEPVED C:I op�0 2 UNAUTHORIZED PLTT RATION OR PUDIIlONTO TH'S SURVEY A1Af RcAn•NG A LICENSED LAND SURVEYOR'SSFALISAVIOLATONOFSECTION72- SLID D VISION 2 OF NEW YORK STATE EDUCATION LAW 3.ONLYBOUNDAR,SURVEY MAPS W:'H TIE SJRVEYOR S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF T IF SURVEYOR'S ORIGINAL WORK m NU OPIN'ON CERT�ICATONS ON T+G BOUN'.JARYSURVEY A1APSIGNIFY TNATTHEMF.P WAS PREPARED IN ACCORDANCE WITH THE CURRENT EKI'.TiING CODE OFPRPCTCE N ORLANDSUPVFYS ADOPTED PY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS INC THE CERTIFICATONIS LIMITED TOPER ONS MON'FND• ,B WI1 !.11 1"PCrrN'.'PRY':R'.LYA!A!" '�EPARED TOTHETITLECOMPANY TOTHEGOVERNME_NTALAGENCY ANDT07Hrl_ENDIN'.INSTTUPDNL 9'..N 0 / 'METAL\ I I SV5D45'20"W\ S THE C�Ri1FICAT11-HFR'NAB,NOTTRA-F-APLF p 6THELOCATIONOTUNDEF,,HOUNDINIPROVEI.I[N7E,IFENCROACHM1IENTSAPTNOTALWAY5KNOWNAN'IOFTFNMLISTPEESTAfATED FANY U MON.FND. POST \ Uh'DERGROUN.^.11.IPROVEMENTS OR ENCROPCHH.E NTB E%rST OR PRE SHOWN THE IMPiI>':-NT-BENCROACHMFNTSARF NOTCOVEREDBYTHISSURVEY 229•70 PND, TI C +8.9 / / \� 7 E OFFSETS IOR DIMENSIONS`SHOWN HERFCIN FROM THE E-R TUFFSTD THE PRU F PE-LINF5 AREFORASF CIFIC PURPOSF AND­1 D CHAT APENO-TENDED TO GUIDE THE ERECTION OF FENCES RETAINING WAI.I_S,FOOLS PAIOS PLANTING AREAS A D-ONSTO PUILD:NGS AND ANY OTHf RTYPE E LINK F N ENCE of CONSTRUCTION E 8 ONLY SURVEYS BFARINGTHE MAKERS EMBOSSED SEAL SHOULD BE RELIFO UPON SINCE C-PETHA,N EMBOSEEDSEAL COPIES MAY CONTAIN p UNAURIORIZFD AND UNDE7EC7ABL E MODIF1CATBnNS DELETIONS ADDITIONS AND CHANGES. u CLEAVES POINT COMMON CONDO. SPORTSo F'R(1PE'T+CORNER MONrIMFNTS WF RC NOT SET.AS PART OF THI55URVEV UNLESS OTHERWISE NOTED / COURT ;OALMfPsuI.EMLNTSREF.RTOB55UR.FYFDOT o PUBLIC WATER c d AJC LAND SURVEYING PLLC LAND SURVEYING & PLANNING 153 WADING RIVER MANOR RD., MANORVILLE 1 1949 3 PHONE: 631-846-9973 0 N EMAIL: INFO@AJCLANDSURVEYING.COM N i U FOUNDATION AsmBuiLT DESCRIBED PROPERTY SITUATE R-4o80 �� EAST MARION ¢� L'62• 06 TOWN OF SOUTHOLD 2 SUFFOLK COUNTY, N.Y. i o� G TAX MAP NO.: 10004038.00407.00-008.000 ���0 LOT AREA:68,361.53 S.F.(1.569 ACRES) DATE SURVEYED:APRIL 11, 2023 ��s STAKE PROPERTY&FOUND.:OCT.23,2023 0% FOUNDATION AS BUILT:NOV. 17,2023 -ELEVATIONS REFER TO NAVD88 i 0 30 60 Feet SCALE: 1 INCH= 30 FEET _ 17.6 • 4 +17.7 4 ot ° JO �,n o ,p n �� l^v 1 00�i 1 I 15.6+ h � 17.4 Cn,A 7.3 C,P�C V .Q, 16.7+ 1`10 9,�y 4 G9j 4 \4 13-4+ \ 4 O � o. 10' lT \ +16.5 O POURED CONCRETE 00 +1s.a FOUNDATION 1 TOP FND. = 14.8 \ +J 7.1 U 0, MON.FND', p2 '� CL do v yo° •� h�16 M N O N r_ O Z 'O �OD 0 O POURED 7 6 CONCRETE J 9p2 Cr FOUNDATION �O• 0�`� TOP FND. = 14.7 ^_ �° 100 Q Q� o p Pg�pO t�� O PC' c o�sArL �QO x a F, OQ D. AGO 00 0 rn Q �.p O� z �P CIF PGP�� p`�� G � Of mr: O a °1600 GV<_P I? a Li GHTPOLE .,,if I I ,*uwif••„*(P^ 9.5+ .4.a; x (D V N �G ro E O LEGAL NOTES O O I COPYRIGHT k0 AJC LAND SURVEYING PLLC ALL RIGHTS RESERVED Q �0' 2 UIIALITHURRED ALTERATION OR ADDITIONTOTHIS SURVEY MAP BEARING A LICENSED LAND SU /FYORSSEALISAVIOLATTONOFSFCTION72C SHB-O J�O• O OPINIO,J2 OF NEWPORK STATEEDUCATION LAW 3NLY BOUN P.DARY SUVEI'M114P6 WITH THE SUP: PEYOPSEMBUSS'D SEA�ARE GENL:n,E TFUE CORRECT COPIES OFTIIF SUP•.T_IORS URIG�NALWUPV m 4CFI-71FICATIONS ON THIS BOUNDARY SURVEY MAP SIG'IIFY THATTHE MAPWAS PREPARED IN ACCORDANCEWITHTHE CURRENT-EXISTING CODE OF PRACTICE •y 5.5+ PER LAND SIJFM1'EYS AOUPTED B't THE NE W YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS INC THE CERTIFICATION IS LIMITED TO PERSONS Z MON.FND, FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE TITLE COMPANY,TOTHE GOVERNMENTAL AGENCY ANDTOTHE LENDING INSTITUTION LISTED ON c THIS BOUNDARY SURVEY AtAP O d�j S THECERTIFICATIONSHEREINARENOTTRANSFERASIE METAL S85°�1.5,20"w 6THEI.OCATON OF UNDERGROUND IMPROVEMENTS OR ENCROACHMF_MS ARE NOT ALWAYS KNOWNANDO-ILTSTBEESTMATED IPANY POST UNDER-1-INDIMPROVEMFNTSOR ENCROACHMENTSEYISTORARE SHOWN THEE IMPROVEMENTS OR ENCROACHMENTS ARF.NUT COVFPED BY THIS SURVEY •r MON.FND. +89 'lT1+EOFF-SEfS OR DIMENSIONGI SH OWN HEREON FROM-1 STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFI C PURPOSE AND USE AND TRCREFORE END. E 229.70 �+.� CY HAIN LINK FENCE APE IN -T-LTUGUICE THE Fr-FC UN OF PF-AIN NG WALLS POOLS PA O PAM'.NGAREAS AOUI UNS TO BUILDINGS AND ANY OT ER PE GFONLYSTT-JC Y 3 BEARING C N71 SFR DALEUNO=CTABI_ KIODIR SSED ONS,SEAL S ONS BE IEDNS,ED UPON SINCE OTHEP THAN EMB065E°SEAL COPIES MAY CONTAIN G `/ COMMON UNAUi1HORIZED AIJD UNDETECTABLE MOUIFlCATONS,DELEIlONS,ADDITUNS.AND CHANGES U CLEAVES POINT CONDO. 9 PROPERTY CORNER MONUMENTS WERE NOT SETAS PART OF THIS SUPVEY UNLESS OTHERWISE NOTED SPORTS COURT IB ALL MEASUREMENT'S REFER TO US SURVEY FOOT c PUBLIC WATER Z rn AJC LAND SURVEYING PLLC J LAND SURVEYING & PLANNING a 153 WADING RIVER MANOR RD., MANORVILLE 1 1949 O PHONE: 631-846-9973 H -EMAIL: INFO@AJCLANDSURVEYING.COM 0 &--2 8g O� \j J rrryl� 4 � t 1 \ 176 4 `\ \ +17.7 17.54\ X. boo 17.4 i � FCF 17.0\ G O� i P ELEC. SEICE RV o G E E—E_ Lm.pooL ° y 6 ox6 DP. y GOC�� . sOI ` 8/xs'DP. 3 • / drywell t\T���\ �/ Fy\ 4�00 I \ ®/ 1 `v 6DP \\ WE r t 14.05 \ 45. 4 +14 75 Kl 8'06'DP. ,�T. �..••. �e.x9p5� � i _ �3TD s 4 6 d PIAi. DOO !J1� 7 \ \ dr 3 x ° PA ,1�1 3 \ / \ / 2FRATMOEY c jo s 4 +16.5 14 42+ RESIDENCE ?� ^` ` #2350 Y� ,s \ 9� �O!j EFL;16.36 'Ilc ,,�.�4`ry 10 82 ftX-49•54 ,JO 13.84 / �.1O� � \� 6op a Q 5 a 14.41+ o �p� N 3$�gg s d6'YX7 DP.\®/EL1311 o Ywelis `; c� o 6 d ywebls o>s o rk OG\P D �°•• ' / X \\ 5 OO J��0- GOB `.11 / v° O�� cp 00 o ��/ O`'Q °N6 y'/ 40 r✓��J SURVEY OF PROPERTY E UG�PPOLE DESCRIBED PROPERTY W Z,600 SITUATE 1 g � � / o hh EAST MARION,TOWN OF SOUTHOLD 75� 3 // PROPOSED EN, OACMENT EASEMENT (D o r ' f SUFFOLK COUNTY, N.Y. N 0 0 /// TAX MAP NO.: 1000038.00-07.00-008.000 y 1h,�,/ of)Pact LOT AREA:68,361.53 S.F.(1.569 ACRES) 0 3�O O ��'®sm ® DATE SURVEYED:APRIL 1 1, 2023 0 STAKE PROPERTY&FOUND.:OCT.23,2023 MON/ .FND. FOUNDATION AS BUILT:NOV. 17,2023 M +s61 METAL S85°45'20"W MON.FND. POST FINAL SURVEY:OCT. 1,2024 229.70 FNO- !! ° CHAIN LINK FENCE �r f r ,"�I' u MMON CONDO. C CLEAVES POINT CO SPORTS 0 $O 60 Qsµ. P9� -ELEVATIONSREFERTONAVD88 3 c 0 u R r ?� Q40 ✓ -OFFSETS TO FOUNDATION. o Feet Q v SCALE: 1 INCH= 3 O FEET c 5. LF SAL NOTE`; Ip 1 CO✓`FIGHT 2024 AJC LANCI SUFVEIING PILL ALL P.1Gl-ITS RI"SEUVED 2-UNAUTHOPIZECALTERATION OR ADDITIONTOlHIS SURVEY MAPBF ARING ALIC CILAND SUR\'EYO S5EAL 15AVIOLATTON OF SFCTON",'209 + SUB-DMSION 2 OF NEW PORK STATE EDUCATION LAW N 9 ONLY BOUNDARY SURVEY MAPS W THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND("�RPECT COPIES OF THE SUFiVEYDR'S ORIGINAL WOF+K ANDUPINON AJC LAND SURVEYING PLLC 4 CERliFICATOYS ON THIS BOCNDARY SUft1'EY MAP SIGNIFY THAT THE MAP WAS PREPARED INA URDANCE WITITHE CURRENT EXISTING CODE OF PRACTICE „ J FOR LAND SURVEYS ADOPTED BY TNF NEWYORK STATE ASSOCIATION OF PROFESSIONAL LANE URVEYDRS.INC THE CERRFICATION IS LIMBED TO PERSONS ' FOR WHOMTHFROUNDARYSURVFYMAPISPREPAPEDTOT1+FT tECOMPANYT EGOVER IF ITAL AGENCY,AND TO THE LENDING NCTUTON LISTED ON IS AND SURVEYING & PLANNING B:TLIND R F Y SUP'.EY MAC' S THE CERTIFICATIONS HEREIN ARE NOTTRANSFERASLE Q 6TELOCAT NOPUNDERGFOUNDIMPRO,TE ENTSORENCROACHMF.—IARF_NOTALWAI'SKNOV.'NANDOF NMUSTBEEST?A�T D IFANY UNDERGROUNDIMPROVEMEN ORENCROA._HIAENTSEXITORARESHOANliEIAIPPC%EMENT FIENCROACHMENTSAFENOTCG%'REDBYINISSIJR'EY 1 53 WADING RIVER MANOR RD., MANORVILLE 1 1949 N 7 THE OFFSETS IOR DIMENSIONSI SHO WN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERFIORF U_ ARE NOT INTENDED TO GUIDE TIE ERECTION OFFENCES RETAINING WALLS,POOLS PATIOS PLAN";(NG AREAS PLOITUNS TO BUILDINGS AND ANY OTHER TYPE PHONE: 631-846-9 97 3 - ° OF CONSTRIIC'TiON B ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHERTHAN EMBED-SEAL COPIES MAY CONTAINUNA o PROP RTYCORNER MONU—NIS WMRF.I NOTSCTASPAFTOFTHi-CATIONS DE—ONS ADDITIONS D-UNESS GTHE"'IENGTED EMAIL: INFO@AJCLANDSURVEYING.COM „ 10 ALLMEASUFEMENTSREFERTOUS SU—F3OT - U SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Q��� L szos°p APPROVAL OF CONSTRUCTED WORKS FOR Q ASINGLE FAMILY RESIDENCE - Date +2/+v2oza H S Ref No. _ R-2s-0aoz The sewn,e disposa'.and water supply fecilil es at this loca`,ion have been ' inspected and'or cerl fied by leis Department o•other agences and found to be satisfactory FOR A MAXIMUM OF 6 UEDROOr.1:1 CRAIG KNEPPER, PE.,CHIEF Office of Wastewater management \ „fi rr 5\ gCP J P00. Qq ,�P ` � ix•m. Wr. �'- � 2 STORY FRAME RESIDENCE \ O \w 12350 sit. rm:race 4e ,g+ \ rBBCE'K51 5n+ � -' QA i le v. 5 � I 1 rr �evxrBP. ,i(Ty noti a�2y G aryreis �} 4 S �o' and ( 1 yA \F�r i G O Fn'n0 a O s LO G� 1 P EP?EAR 4� 3 00. Gel O( 6 SURVEY OF PROPERTY �c `4 e fC� DESCRIBED PROPERTY a 3 l'f ��+N�g♦ '_ 'r�pHp1'+DSED ENPROAGMENi EP.SEMENT SITUATE � m EAST MARION,TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. TAX MAP NO.:1000038.00G7.00-008.000 q � Ke OF Nety LOT AREA:68,361.53 S.F.(1.569 ACRES) O gt No. 1LP fl DATE SURVEYED:APRIL 1 1. 2023 STAKE PROPERTY&FOUND.:OCT.23,2023 I 10N F'ND 2 l S85145'20'NJ 'k �� i°,L * FOUNDATION AS BUILT:NOV.17,2023 n+ MON FND N'p [ 229.70 i +' FINAL SURVEY:OCT. 2024 c CHAIN UNK FENCE CLFAVE, r-INT COMMON CONDO. sFDnTs u 0 30 60 Qtog -ELEVATIONS MUNDREFER -TIM1. B Br F----i—�- —I Fem ` -OFFSETS TOFWNDATWJ. q SCALE: 1 NCH- 30 FEET �J ,w. •�Y _AJ_C_ LAND SURVEYING PLLC LAND SURVEYING&PLANNING 9 15 WADING RIVER 3 D G ER MANOR RD.,MANORVILLE 4 1 19 9 PHONE:631-846-9973 EMAIL:INFO@AJCL-ANDSURVEY'NG.COM U WOOD LAP SIDING }- F m � -7 TOWN COMMENTS z O O IPPPOVED AS NOTED o Ixb FRIEZEtu NOTIFY SUtI.DINQ DEPARTMENT AT Q 831 765.1802 8AM TO 4PM FOR THE w SECOND LEVEL HIGH FOLLOWING INSPECTIONS: p _ WALL PLATE LINE 1. FOUNDATION-TWO REQUIRED z FOR POURED CONCRETE � - m m O P. ROUGH-FRAMING&PLUMBING � � m _ 1 3.SHIN INSULATION 0 r O GLES 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. fill ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW — tY ��SEGOND LEVEL PLATE LINE YORK STATE. NOT RESPONSIBLE FOR �p DESIGN OR CONSTRUCTON ERRORS o 7 m Ix4 TRIM - fn � — COMPLY WMI ALL CODES OF LINE POCKET \ NISI V YORK STATE&TOWN CODES W/GALV. METAL AS REQUIRED AND CONDITIONS OF PL 8ER CERTIFIC.ATI ON CER 7`E OF OCCUPA D CONTENT BEFO ' i 'r' �'�y �' '•ICA } 12 I TOE:N WING BOARD S DER USED IN WATE - - - _ _ �6_ _,'1SEGOND LEVEL FLOOR LINE067RTRUSTEES SU ' LYSYSTEMCANN I'=RO1N7' EELEEV'AT I ON _ _ _ _ LEVEL PLATE LINE_ _ EX _ED2/100F1% LEA . ��MAIN V SCALE: I/4" = I ft F777 vH ELECTRICAL I545 WOOD POST (TYP) OCCUPANCY OR INSP CTION REQUIRED USE IS UNLAWFUL WITHOUT CERTIFICATE TAUS ' PLACARDING REQUIR AVERAGE ELEVATION OF THE 5101NO D 4 BATTEN OF OCCUPANCY EXISTING NATURAL GRADE DO NOT PROCEED;V' H ADJACENT TO 5TRUGTURE = 14.5' t A-i FOF OUND TON LOC ION , INVLOR LINE * r J O � WATER RUP� �C Rt , r�PiJI;,J ;°f dT TO CHAPTER 236 a_I� ----------------- -- ------ ----------------- ------------------------------------------------- OF I THE TD %N CODE. FINISHED GRADE GONG. PORGH +• z GONG. PORCH V O- + GONG. STEPS PER GRADE l� m ~ tj A'L PLl1MGIING'A;;S�E,a i � POURED GONG. I I TC-STING SFFOt�E C�l�lt Z Z T _j Lu Z Lu FOUNDATION ( _, to ,+ 0 r� \ N� F 0 z FLOOR AREA TABLE (�/ x- m w Q O OV �1 � FIRST FLOOR I,g51 sf cV 0 < - - - - - - - - - - - - - - - - - - - - - - - - SECOND FLOOR I, � � � Qq q 10 sf (� DETACHED GARAGE '150 sf BASEMENT I,1151 sf Z COVERED PORCHE5 52q sf TOWN CONDITIONED LIVING SPACE 5A6q sf RE5NET CONDITIONED FLOOR AREA 5020 sf (INCLUDES BASEMENT) RE5NET INFILTRATION VOLUME 68,622 Gf (INCLUDES ATTIC 4 BASEMENT) fill 0 INDEX TO DRAVq I NC S DRAWING No. COVER 4 ELEVATIONS A-I ELEVATIONS A-2 DE1.I11 ME-0 Or I - 3 2023 FOUNDATION PLAN A-5 lilt 11111 FIRST FLOOR FRAMING 4 PYRAMID A-4 FIRST FLOOR PLAN A-5 2nd FLOOR 6 ATTIC FRAMING A-6 2nd FLOOR PLAN A-1HALL m SECTIONS ROOF PLAN AA-41 III III lilt DETAIL5 A-10 O O —1 5HIN&LE5 ELECTRIC PLAN A-II - i NOTES .A-12 In TJI-DETAILS A-15 DETACHED GARAGE PLAN ,A-14 I 1 m _f�5EGOND LEVEL PLATE LINE Oz IL REAR ELEVATION Ix4 TRIM � m � 0 V_ d- SGALE: I/4 - I ft ( I � < O IOU - THE cz:�� < Noco 12 W RAILING LINE ECO SND LEVEL FLOOR L 1 `L - - - - A GUAL I TY NEEV4 HOME MODEL I3`I' OL ��MAIN LEVEL PLATE LINE_ p - - - MODERN A6EE HOMEBU I LDEERS LLO Y 4 w(� DECKING 1-! Must provide Manueln a O o T� Blower door 15XI5 HOOD POST(TYP) - D, J land S cs per o NYS Energy Code testing requii�_... BOARD BATTEN SIDING AVERAGE ELEVATION OF THE DATE: MAY 2025 EXISTING NATURAL GRADE - ADJACENT TO STRUCTURE = 14.5' GONG. PORCH MAIN LEVEL FLOOR LINE COVER 4 ,��',c7�er or lighting - - - - - - - - - - GONC. 5TEP5 PER&RAPE , „ - - - - - - - - - - - - - - "'"�I�d,replaced ce of ELEVATIONS GONG. SERVICE HALK ------------------------- ------------- -- ------------------------------- -- ----- � Y bV I q�A I IY1 Qz # ,*)Chap'.'c� �nf . s�ca cr - - - - - - - - - - -IM GONG. PATIO ixb 5PLA5H BOARD GONG. PATIO FINISHED GRADE FfhlA,` -pvthE'Town Cc DRAWING NUMBER STEPS PER STEPS PER POURED GONG. n X ��Y (G�'Z(f� &RAPE FOUNDATION GRADE C. 1 A - 1 v I m z o � O z w O A- V p 1Y N 12 IL Q I 10 tu z a O F- N fn O i 5HINGLE5 ' O /-----5EGOND LEVEL PLATE LINE O V/ Ix4 TRIM _ in 12 d 6 RAILING SIDE ELEVATION � —5EGOND LEVEL FLOOR LINE 50ALE: 1/4" = 1 ft - _ ,--MAIN LEVEL PLATE LINE DECKING i BOARD d BATTEN ly SIDING AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE STEPS PER ADJACENT TO STRUCTURE = 14.5' GRADE _e—MAIN LEVEL FLOOR LINE ,n v tt \\ V ------------------------------------------- ------ ----------------- ---F 91SR=01Z,�l`---------- -- GONG. PORCH 15XI5 WOOD POST(T(P) m H GONG. SERVIGE WALK Ix8 5PLA5H OARD GONG. STEPS PER GRADE Iv Z B ui z GONG. 5ERVIGE WALK (Z� Z J T IDLU Z W V Z Oz 4O OL z � aW ®O Q p Q 12 10 IL ,.j 1S` • �,a�•. tir �,< F11 ',,,,• �.�. �'`..,?�to.. h :;• '�r+,�,.: SHINGLES __ �. ':r.. ....LL•* ' ��., . DELIVERED CI CT - 3 2023 SSE: OND LEVEL PLATE LINE m o °o m Ix4 TRIM - Q RAILING — It L 12 Q bo Q Q b O r SECOND LEVEL FLOOR LINE 5117L. VT101� - - - - - - - - - - - - - - - - - - - - - - - - - - -�� - - - - ��MAIN LEVEL PLATE LINE SCALE: 1/4" = 1 ft - - - - - - - - - - - - - - - - - - - - - - - - O �Q _` LL DEGKING OO Q w O v < O 0 15x15 WOOD POST(TYP) W Z Q < luv z Lu B < OARD d BATTEN �-- �z < AVERAGE ELEVATION OF THE 5101NO '-- H J N OL EXISTING NATURAL GRADE 6D ZN = ADJAGENT TO STRUCTURE = 14.5' Q l�- Lu L �`�MAIN LEVEL FLOOR LINE - - - - ----------------- -- ------------------ ---- -- ------- ------------------------------ o — — —FIN15HED GRADE m GONG. PATIO STEP5 PER POURED GONG. Ix8 SPLASH BOARD GONG. PORCH GRADE FOUNDATION GONG. STEPS PER GRADE GONG. SERVICE WALK PROVIDE WINDOW PROVIDE WINDOW DATE: MAY 2025 WELL $ PROPER WELL b PROPER DRAINAGE AS DRAINAGE AS NECESSARY REAR 8 SIDE ELEVATIONS DRAWING NUMBER A == 2 F i OPENING 5GHEDULE U - 0.25 OPENING ID TYPE PRODUCT"CODE 51ZE COUNT A-q 235# ASPHALT SHINGLES;MIN. (4)-FASTENER5 PER z 8 WINDOW 60X60 CASEMENT 2 5'-0" x 5'-0" 2 A STRIP FOR EAVES LESS THAN 20' ABOVE GRADE 13 B [R905.2.6] GARAGE g6Xg6 4 PANEL 8'-O" x 8'-O" 2 No. 15 ASPHALT FELT UNDERLAYMENT[Rgo5.l.l] 0 O TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 l R DOOR 32X80 2'-8" x 6'-8" I f SELF-ADHERING POLYMER-MODIFIED DOOR 3 BITUMEN ICE SHIELD BARRIER [RgO512] O ' V 6X80 21'-O" 12'-8" 14'-4"3'-O" x go'-8" 2 24" . .INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES JJ-1 36" IN51PE EXTERIOR WALL LINE FOR > 8:12 SLOPES QC 1/2" STRUCTURAL PANEL SHEATHING[R803.2] IL - - - - - - - - - R-3q CLOSED-GELL SPRAY FOAM (5PF) INSULATION (� - - - - - - _ - - - - - - I SOLID WOOD BLOCKING 0 ' - - - - - - - - - - - - - - - - - - - - - - - -1 I� - - - - - -- - - - - - - - - - - 1-� - - - - - - - - - - - - - - - - - - - - - - -i ( I [- - - - - - -- - - -- -- - - 7 ( GEILINGJOIST O N CONCRETE I I I I GONGRETE o I I 1' PATIO ABOVE i I I i PATIO ABOVE i _ x8 WOOD FASCIA RIP EDGE 2 8 5] # u� 1/2" GYPSUM WALLBOARD ; _ SOFFIT VENT UNEXGAVATED OR COMPACTED BAGKFILL I is I I I i } - i ip I I I UNEXGAVATED OR COMPACTED BAGKFILL t!Iy I I I DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID STEP TOP OF WALL TO SUPPORTI I I I STEP TOP OF WALL TO SUPPORT I MINIMUM 24" LAP SPLICE LENGTH [Rb02.5.21 � INSULATION TO WOOD FRAMING PER AT-GRADE CONCRETE PATIO ON LEDGE I I AT-GRADE CONCRETE PATIO ON LEDGE I i MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND AREAS AND TO I E MINIMUM f L - ;t ;' SUCTION LOAD ( XPOSURE B) OR 40 psf -j BEAMBEAM (EXPOSURE G). rN POCKE POCKET ! d 105: (2) 135 x 11.&25 LVL HDR - - I Ca PROVIDE WINDOW I r - - - - - - -- - - - - -- - - - WELL 4 PROPER I UP I I w u-N z I PLASTIC HOU5EWRAP INSTALLED UNDEiR. FOAM DRAINAGE AS N NECESSARY I 8" P.G. FOUNDATION 5TEMWALL UPON RIS R O I I 0 p� 1 INSULATION. INSTALL AND TAPE ALL SEAMS PER 10" DEEP CONTINUOUS P.G. FOOTING AFGO ZIP MODEL 4X O O a 2x4 WALL STUDS AT 16" O.G. ! MANUFAGTURER'5 INSTRUCTIONS [R?03..2] I 4"m STEEL COLUMN m I I o z R-15 UNFAGED FIBERGLASS BATT INSULATION 8 I p z a 'r R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) O FOUNDATION NOTES: ( ON 2'-6" x 2'-6" x 15" DEEP P.G. FTC. _ 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NG For window openings In cons. wall, I w/(4)-#5 REBAR EACH WAY .fl SANITARY I I w Ci dl O I I 3 BOTTOM COVER t! ! GAP-HEAD NAILS WITH AMINIMUM /4 provide #5 bars ®4 o.c. (two ®I S EJECTOR PUMP - total)provide 5 bors @4"from top 3 ( I I Q - PENETRATION;SPACED 12" D.G. PERIMETER AND sides of opg. for jamb d lintel I 3 CD � R-13 2" GLOAT RIM 5PF IINSEC ON i Igo" O.G. FIELD. J I �p I I-4' tL�w� (ALSO AT RIM JOIST IN SECOND I reinforcing. Extend reinforcing a I BASEMENT FURNACE O O H<l FLOOR PLATFORM - NOT SHOWN) ' minimum of 2' past opening edges. I I/2" STRUCTURAL PANEL SHEATHING (� 4" GONGRETE SLAB 13'-6 1/2" I I N Q 6 mil POLY VAPOR BARRIER Q X O> 3/4" STRUCTURAL PANEL SUBFLOOR N 4" COMPACTED GRANULAR FILL I o O A/G UNIT I I m m I I ���� i 2x SOLE PLATE � 2x BAND J015T O iQ a I I L - 77 2x6 PRESERVATIVE TREATED SILL [UG2] - - - -- _ H55 4.000X0.250 STEEL COLUMN ON L GAS WATER HEATER 2"-0" 12" x 12" x 3/4" BASE PLATE ON H55 4.000xO.250 STEEL COLUMN ON A. O. SMITH i I 5'-0" x 5'-0" x 15" DEEP P.G. FTC. 10" x 10" x 5/4" BASE PLATE ON GPVT 50 200 I r - - - - I FLOOR JOISTS COPPER TERMITE SHIELD w/#5 REBAR AT 8" O.G. EACH WAY COMBINED 15" DEEP P.G. FTC. CAPACITY = 50 gal I 4" I I ! OVER SILL SEAL 3" BOTTOM COVER w/#5 REBAR AT 8" O.G. EACH WAY 3-� q'-4 1/4" i 8" I i EXTEND SIDING TO WITHIN 12' OF FINAL 3" BOTTOM COVER I Y Q U� O I WOOD SILL PLATE TD FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS „ UTILITY ROOM ( I IY < I I Q MINIMUM Y2" dia. ANCHOR BOLTS 5PAGED NOT 405.1,61 5'-5 �- O I V = I GREATER THAN 6 FEET ON-CENTER EMBEDDED _ _ _ I v Z I NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE F - - - - - - - -- I Q fZ/ I CELLS OF CONCRETE MASONRY UNITS. THE Q I 5'-2" 10'-O" 5'-4" I p v i z V BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD m I I BEAM I I I - - - - I v I I WASHER SHALOF L BE TIGHTENED ON EACH ANCHOR f- (J��/ HIPTH OF THE PLATE. A NUT AND 'IV POCKET I I I— -I ® - - O I I I BOLT. THERE SHALL BE NOT FEWER THAN TWO I BEAM L- - - - - -� BOLTS PER PLATE SECTION WITH ONE BOLT J N O I I I logo: (4)-I."I'Lx 11.82 VL GDR - I - - I - - -I - POCKET I I LOCATED NOT MORE THAN 12 INGHE5 OR LESS z - v v W �<z - _ _ _ _ - - - THAN SEVEN BOLT DIAMETERS (3.5 ) FROM EACH 10'i: (4H"T5 x ll.825 LVL GD r END OF THE PLATE SECTION. WALL5 24 INCHES O - N 0 } z z d z - I L - - - - - L - - - I I I ( I TOTAL LENGTH OR SHORTER SHALL HAVE NOT O z Q a z CQj Z W - - - - - -� L —— — — — — — — — J I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE �--a c�u Q cn z CENTER THIRD OF THE PLATE SECTION AND 4+ v LL Igo'-2" 10'-D" I SHALL BE ATTACHED TO ADJACENT WALL Q 1U -�3- -1 _j p z O z cQ PROVIDE WINDOW I T-4" T'-O" 6'-O" I PANELS AT CORNERS AS SHOWN IN ITEM q OF Q v N�j vv z Q Q r' 0 W WELL Q PROPER I I I ( TABLE R602.3(I). ip p U Q }I O DRAINAGE A5 AFGD ZIP MODEL 4X I 2" GL05E-GELL 5PF WITH R dJ Q- p + �� � OI.W "-' � } � Q< NECESSARY I 4"(P STEEL COLUMN I INTUME5GENT COATING p v W W` ,, O lu iv ON 2'-0" x 2'-0" x 12" DEEP P.G. FTC. HS5 4.000xO.250 STEEL COLUMN ON I I P.G. FOUNDATION WALL WITH UNBALANCED BAGKFILL < w U_!Y �' W_Q !� N O Q 4 - w/(3)-#5 REBAR EACH WAY 12" x 12" x 3/4" BASE PLATE ON I < p" O> z d 3" BOTTOM COVER COMBINED 15" DEEP P.G. FTC. I LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS O tL dJ v O it' HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR tY �I� 4 �7 �t N w/#5 REBAR AT 8" O.G. EACH WAY _ I WITHIN 12 INCHES OF THE TOP OF WALL STORY AND O p 3' BOTTOM COVER I I ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL OI I STORAGE ! I I STORY;OTHERWISE, SEE PLANS [TABLE R404.1.2(i)] Y 0 p EXPAN51ON JOINT - I I o STEP TOP OF WALL TO PROVIDE b" fn I I 4" P.G. FLOOR SLAB 5NOW STEP BETWEEN INTERIOR FINISHED - FLOOR AND EXTERIOR TOP OF SLAB N m PROVIDE METAL FLASHING AS NEEDED I i POURED CONCRETE FOOTING ",R�. ,Q, i �`, '4 — HOLDDO N5 ARE I e,l ON UNDISTURBED 501L [R403.1] ` `,,....;, :R % L - - - - -- - - - -- - - - - - - - - - - - - - - - - 1 NOT REQUIRED FOR 6MILPOLYETHYLENEFILM '*`� .° y �.,N (,t '' . q CONTINUOUS UNDER 5TEMWALL o I THIS PROJECT. I =c G .� r 'lf f yr,ti/j � y J /"d r ; GONGRETE I I I I PORGH ABOVE 18:: I I I T1'F I GAL WALL SF-GT I ON ' z UNEXGAVATED OR COMPACTED BAGKFILL 4„ I I I �+.,; , ®•«rF,,« �';t o �I I t:< I E of I SCALE: NTS O - #3 REBAR AT 10 O.G. EACH WAY IN MIDDLE NOTE FOOTING WIDTH 5" THICK P.G. SLAB I I UNDER BEARING WALL i IE1: VERED MAY 1 ) 2023 (TYPICAL FOR 4 EXTERIOR CONCRETE SLABS) NI L — — J I- - - - - - - - ----I �- - - - - - - - - - - - - - - - - - - - - - - --- -1 - - - - - - - -- = I m ji - - � — - - - - - - -- - - - - - - - - - - - - - -- - --� — — — — — — — — — — — — — — — — — — — — —— — — — —— — — — I O d I'-8" 10'-"1 1/2" I'-8" 8'-8 1/2" I'-4" ,n` to � �Q VI to 24'-0" L 24'-O" L lu 54'-0" IL IL Q m � 5 z A Oz 0 VQ1 A-q lu Q0 6 STRUCTURAL DESIGN NOTE ^ 0 D- 3 z In accordance with the 2020 RONYS; structural _ < w 0- z elements such as engineered wood, steel and t _ steel/wood composite columns, beams„ headers and X girders that: �-- -1 ri p- z - 1) resist gravity loads, and 0 V 2) are not contained in the prescriptive design = Q provisions of the 2020 RCNYS N Q were designed In accordance with •� m ANSI/ANC NDS-201.5 with 2015 supplement. Structural elements such as walls and fenestration that: I) resist wind loads, and DATE: MAY 2025 2) are not contained in the prescriptive design FOUNDATION PLAN 4 - I provisions of the 2020 RO1NlY5 TYPICAL WALL SECTION FOU IIr �AT I O I N D�•,_AN were designed in accordance with ASCE 1-I6 wind SCALE: 1/4" = I ft provisions and acceptable engineeriing practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DE5,16N." A - 5 i O STRUCTURAL DESIGN NOTE F-- v In accordance with the 2020 RGNYS; structural elements such as engineered wood, steel and steel/wood composite columns, beams, headers and A-q girders that: A O r (� 1) resist gravity loads, and not contained in the rescri tive design p p 9 - - .. - w 2) are .... ____-._.w..._. ._..:......_..0_:_.::._.-.._.__...__..._._...._. __..._. _M_....... _.._...__..._._____._...___.._.__ _____.....,-_. _.. i o I ._.._-__.._._.._..___... i provisions of the 2020 RGNYS IL were designed in accordance with AN51/AWG ND5-2018 with 2018 supplement. j I i r /.il`" >F--rj.. II.J ,!`�i":'''%`fi e_ i ! � I Structural elements such as walls and fenestration >V. k that lid ; I I 1) resist wind loads, and i � I � • i � � J_ 1L 2) are not contained in the p p 9 rescri tive desi n provisions of the 2020 RGNYS __-- Her,.-, designed In accordance with A50E -1-16 wind DL provisions and acceptable engineering practice. I where such elements occur in the plans, they are I - ! - annotated "ENGINEERED DESICN." m I 1 100:,12) LVL ' I --� ! I , Q I I — — l L -- — 'd- P057 ABO YIE i ly I I „ e I I P 54 BO ! POET AB VE t o , LU m Z OST ABOVEE: `� (� z tu m o � a z Q DL LU r- O iu z Q p !II < 3 m LU I LU p ZZ45"�� i _I I I,'r .f , o 'r.. '�i_ Q I ! I ''; rj� �,>ri ljr_� •w a LIJ A{ , ! _ 2323 EI.iVERtLU u._,_. .. AVERAGE ELEVATION OF THErl 45 ADJACENT TD STL ORA EE= 14.5' r. .. ; In WEIGHTED AVERAGE �� 0 ELEVATION OF THE EXISTING Q lu NATURAL GRADE GENERATED O (n BY THE ENTIRE LOT = 11.25' O O O i�YRAM C) LAVA - FRONT ELEVATION FIRST FLOOR PLATFORM FRAM I NO FLAN 50ALE: 1/I6 = 1 ft 5GALE: 1/4 = 1 ft O m O } I O z IL O LQ � OJ < w QW � v z DL ✓lJ _-._ 1�— z .' , „ lu WEIGHTED AVERAGE : _ ; U I ELEVATION OF THE EXISTING AVERAGE ELEVATION OF THE 45 NATURAL GRADE GENERATED -_ EXISTING NATURAL GRADE 45° I O BY THE ENTIRE LOT = 11.25' ADJACENT TO STRUCTURE = 14.5' O O m I 10'-O" I, DATE: MAY 2023 G \ / FIRST FLOOR F'rRAM I� LAN — S 1�F_ ELE Y AT I ON PLATFORM FRAMING SCALE: 1/16" = 1 ft DRAWING NUMBER A - 4 A NOTES INDEXED TO THE 2020 ENERGY CONSERVATION CONSTRUGTION z GODS OF NEW PORK STATE 21'-0" 12'-8" 14'-4" 12'-3 1/2" b'-b 1/2" 6'-4" 6'-4" 5'-7 1/4" b'-b 3/4" RI01.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 EGGCNYS. Both RE5check N.S. r Department of Energy) and REM/Rate (Noresco) computer Z software was utilitzed to demonstrate compliance. Ail O ` mandatory provisions of the 2020 ECGGNYS - Residential O V Provisions are In force. - RI0522 WRITTEN STATEMENT: To the best of my knowledge, 15XI5 WOOD 4 Oq3: (2)-1.75 x q.25 LVL HDR p � belief and professional Judgement, these plans comply with the COLUMN (TYP) ' CLOSED-CELL 5PFg p p a Furthermore, a RESNET certified rater (LD. - - - - - - - G Energy God as tl d ry NLU No. 26143g1), 1 certify that these plans comply with the Home Oq2: 3.5 x 14 P.T. PSL HDR Energy Rating System (HERS) program. A signed certification OqO. 5.25 x 14 P.T. PSL HDR z - j of compliance with the HERS program (HERO) will be submitted s�, of the constructed building to demonstrate compllane, m z L GYPSUM BOARD = COVERED PATIO 0 R301.1 CLIMATE ZONE: 4A Suffolk,NY Q 4 CONCRETE �;; CONTINUOUS BEAD OF O COVERED PATIO O PROVIDE Q r n ,�', SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 MAJESTIC G2UARTZ 32 DIRECT O CONCRETE I© DI LNG ry e PROPER Q f il- - Simulated Performance Alternative,and the provisions of VENT GAS FIREPLACE. WOOD ee {i..y GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." INSULATE b AIR-SEAL ALL 57EP5 PER VENTILATION WALLS, CEILING AND FLOOR OF GRADE OUTDOOR FOR GRILL Mandatory requirements. THE CHASE. INSIDE WALL O KITCHEN ATT G PATHWAY FOR SOLAR ELECTRIC [TI03.b] j R40[0 CERTIFICATE: Builder to post per Code. SURFACES SHALL BE �► INSTALL 2 cP VERTICAL SCHEDULE &0 PVC, CONDUIT W L 5HEETROGKED AND TAPED. STEPS PER QQQQLLLL O 9 CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested b verified to 3 THR U6H ALL WALLS TO A LG, WITH TEMPORARY PLUGS { i) SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. WALL SHIELD AND CEILING 0 6RADE OR AP5 AT EACH TERMINUS [E3802.3.,2]. R402.42 FIREPLACES: Factory built with UL 121 doors. FIRE5TOP5 SHALL BE CAULKED _ R402.4.3 FENESTRATION. See window/door schedule ' --� ;i CONTINUOUS MINIMAL WITH CAULK HAVING A 300° F 08q: (2)-135 x 14 LVL HDR I EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and MINIMUM CONTINUOUS EXPOSURE �J 2Xa WALL O 2: (2)-2 x SHELVES i hot water heating appliances to be direct vent with both DOUBLE JACKS { iI UNIT PERIMETER 9 �P RATING. COAXIAL VENT HAS z © _ intake and exhaust pipes Installed continuous to the OUTSIDE COMBUSTION AIR �- outside. INTAKE. _^ ` WINDOW UNIT R402.45 RECESSED LIGHTING: IG-rated and labeled as 2'-4" _ 22'-2" 3'-O" 5'-6" O U 7'-2 1/2" 6'-2 3/4" havin an air leakage rate of not greater than 2.0 cfm i iv m pper Code. Z I- b IY WOOD aI R4O25 MAX. U-FACTOR b SHGC: See window schedule. „ p w I PANTY m _ I- - NOTE: q 0 CEILING HEIGHT O Q I O WOOD ,f R403.1 CONTROLS: See plans for thermostat Information. -I THROUGHOUT FIRST STORY O N L $� R403.3.2 DUCT SEALING: All duct Joints shall be U I RAILING O mechanically fastened and sealed with duct mastic O CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. I W O I 20 cfm CON EXPANDING FOAM AT WINDOW R40503 DUCT TESTING: }F A duct air-leakage test Is not b 1 TO ERV i UNIT PERIMETER required under exceptions I and 2. UL 121 L15TEP AND ?, R403.35 BUILDING CAVITIES: Framingcavities shall not be O LABPLED 56" i [MI5o5.4] tY 3-7 5-I `\ r used as ducts or plenums. N N FACTORY-BUILT Q o O _ R403.4 MECHANICAL 5Y5TEM PIPING INSULATION: Insulate -1 FIREPLACE [RIO04] 0 O I BATH #I I" ' mechanical system piping carrying hot water to on ? iv V h O TILE 15XI5 WOOD LL R-value of not less than R-3.R4035.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION cV A p b I COLUMN (TYPJ O j, o GREAT ROOM oO j CONTINUOUS BEAD OF SYSTEM: Not In project. cV Q 0 WOOD 1 r, j ° N l @I SEALANT R403b MECHANICAL VENTILATION: ERV continuous - SHELVES - ventilation system specified in the plans exceeds the u minimum efficacy of 1.2 cfm/watt. I� ' R403.7 HVAC EG2UIPMENT: Sized in accordance with ALGA 2X6 WALL Pro I TECHNOLOGIES II I Manual J and Manual 5. � � � I - - - - � - _I- - L- STEPS PER GYPSUM BOARD R403b MULTIPLE DWELLING SYSTEMS: Not applicable O O MODEL T705 I CATCH-ALL BENCH/LOGKER5 GRADE R405A SNOW MELT: Not in project. fY O PROGRAMMABLE 1 s R403.10 POOLS AN 5PA5: Not In project. z tY THERMOSTAT MUD ROOM ry CONTINUOUS BEAD OF R403.11 PORTABLE SPAS: Not In project. _ ly u z = KITCHEN a �p WOOD PORCH x ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps In at O Q I- -Z WOOD =_---= CONCRETE ryl Q least q0% of permanently Installed fixtures. N _ = Q O `� TYPICAL POST [0 _ 1 © I SMOKE b G.O. v CONTINUOUS BEAD OF p M v b �A =_____ DETECTOR (TYP) SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was ' I { CO used to show compliance with the Energy Code. REM/Rote m 21'-4" 2'-8" q'-O" z O x 13'-8 3/4" _____________._________._.__.___.____ software was used to model the building performace - see - - - - - CHASE Q __ - 2020 IEGG Energy Cost Compliance report provided with O 2" CLOSED-GELL 5PF Permit Application. REScheck was used to model the building % -� - - - _ _ _N m M Z performance based on national standards - see RECcheck 2Xa BEARING WALL 0 I - '!', Compliance Certificate and Inspection Checklist provided with �? ow _ s �Q - - - Permit Application. i I ry MIGRo REF 1: (2)-2 x 8 r Q I U)Lu ~ " ffi v CONTINUOUS BEAD OF 13 1° 7'-1 3/4" 2'-1,, ry Z tr I TYPICAL LOAD W N ° ° BEARING WALL Z Z Q Z 0[ SEALANT _ - I I I � O LINEN > O S (SHADED) � - J iT �Q�W GYPSUM BOARD cV 0 1'�t Q f- Q z 6 I N q'-5 I/2° Z 4 z �r ' 0 BATH #2 `m LU > (K W `� ® O TILE N -1 -�O 20 cfm CONT. CONTINUOUS BEAD OF m O l� _J fin �/ SEALANT I o v ENTRY To ERV O V �X < CONTINUOUS MINIMAL IVING ROO WOOD O [MI505.40] OWNERS BEDROOM z Q q EXPANDING FOAM AT WINDOW - WOOD I� UNIT PERIMETER CARPET (� '7 it WINDOW UNIT(OR 2X8 HALL-' 6LA5 WALL m O O WEATHER-PROOF DOOR) F W/ E CURB « o � N 064: (2)-1.75 x cl.25 LVL HDR O 5: (2)-1.15 .25 LVL H R JOB BUU T\ DOUBLEJAGK5 DOUBL JACK TILE 5HOWER CONTINUOUS MINIMAL - - EXPANDING FOAM AT WINDOW O O +« 4 4fy m 1 .I I UNIT PERIMETER AIR 5EALIN NOTES - - - - - - - - - - - - 11 7#h f j I- - - - - - - - - --- - .. TABLE R402.4.1.1 -2020 I 2x6 I E, AIR BARRIER AND INSULATION I I WALL I ;+ i+� J�► : ; _ INSTALLATION CONTINUOUS BEAD OF INSULATION INSTALLATION GONG TE ! COMPONENT AIR BARRIER CRITERIA SEALANT CRITERIA - - - - - - - SECOND LEVEL Acontinuous air barnershail be installed in the - - - - - - - - -I- - - - - - - - - - - - - - building envelope. BUILDING LINE SECOND LEVEL Air-permeable insulation shall not be used as ( jn�ALK_IN O BUILDING LINE 7 A 7 General requirements The exterior thermal envelope contains a a sealing material. 061: 3.5" x 11.25" P.T. PSL HDR I DES, V CRED HAY 1 1 2023 GYPSUM BOARD continuous air barrier. - - - - - - - - CARPET CONTINUOUS BEAD OF Breaks or joints in the air darner shall be sealed. 062: (2)-1.75 x q.25 L L R 063: (2)-1.75 x q.25 LVL HDR ADHESIVE The air barrier In any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air 5O O CONTINUOUS BEAD OF The Insulation in an dro „ Ceiling./attic barrier shall be sealed. Y aped ceiling/soffit SEALANT shall be aligned with the air barrier. I5XI5 WOOD _ Access openings,drop down stairs or knee wall m ' doors to unconditioned attics aces shall�sealed. COLUMN (TYP) O Cavities within corners and headers of frame 13'-1 12" 10' 10 1/2" 2" CLOSED-GELL 5PF The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavity with a material having a thermal resistance of R-3 per Inch minimum. 6-10 I/2" II'-4" 5'-q I/2" 7'-O" 10' Wails The junction of the top plate and the top of exterior walls shall be sealed. Exterior thermal envelope insulation for 24'-0" 24'-0" -------- - - -- framed walls shall be installed in substantial '„,„„„�,„„,, Knee wad Is shall be sealed. contact and continuous alignment with the air barrier. 54'-O" r' !L LU m The space between windowldoor jam bs and Windows,skylights and doors framin ,and skylights and framingshall be sealed. CONTINUOUS SILL SEALER - Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. FULL WIDTH OF SILL Floor framing cavityinsulaUonshail be FIRST FLOOR PLANA O m 0 installed to maintain permanent contact with „ Q SCALE: 1/4 = 1 Pt O the underside of sub oor decking. r Z IL Q FOUNDATION WALL Alternatively,floorfraningcavityinsulation /'`-q Q Q � (L/ 'd- / Floors including cantilevered floors The air barter shall be installed at any exposed shall be in contact wib the top side of and floors above garages. edge of Insulation, sheathingor continuous insulation installed O Q u- ,, CONCRETE SLAB on the underside of flrnrframing;and < O W 6 ' extending from the bottom to the top of all Z. '/ ' OPENING SCHEDULE U-0.23 NOTE !� W �. �, ' perimeter members. 1-� N Exposed earth in unvented crawl spaces shall be Crawl space insulabon,vhere provided STRUCTURAL DESIGN Crawl space walls covered with a Class I vapor retarder with Instead of floorinsulatioi,shall be OPENING ID TYPE PRODUCT GODS SIZE COUNT In accordance with the 2020 RGNYS; structural W overlapping ointsta ed. permanently anachedtethewalls_ elements such as engineered wood steel and tla - y Duct shafts,utility penetrations,and flue shafts I WINDOW CIOX72 GASEMENT 3 7'-6" x 6'-O" 2 steel/wood composite columns, beams, headers and X Z �N Shafts,penetrations opening to exterior orunconditioned space shall be p / '.. ` sealed. Batts to be Installed in narow cavities shall 2 WINDOW 72X72 CASEMENT 2 6'-0" X 6'-O" I Z - / GENERAL NOTES: girders that: �- Oj OL Narrow cavities be cut to fit or narrow cavies shall be filled 3 WINDOW 3OX48 GASEMENT 1 2'-6" x 4'-0" 3 I. ALL MAIN LEVEL U resist gravity loads, and 'J V with Insulation that on instilation readily WALLS ARE cl'-I I/8" l conforms to the available eav space- HIGH UNLESS NOTED -V-i O Air sealing shall be provided between the garage 4 WINDOW 3OX72 CASEMENT 1 2'-6" x 6'-0" 1 2) are not contained In the prescriptive design Q- Q p[ Garage separation and conditioned spaces. OTHERWISE provisions of the 2020 ROWS u- to O O Recessed light fixtures installed in the building Recessed light fixtures instued in the 5 WINDOW 60X60 CASEMENT 3 5'-0" X 5'-0" 2 NOTE: IT 15 THE INTENT TO PROVIDE FORA 11 0 Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope stall be airtight 2. ALL ANGLED WALLS �j CONTINUOUS AIR BARRIER ALIGNED WITH THE surface. and IC rated. G DOOR 36X80 GLASS I 3'-0" x 6'-8" 2 ARE @ 45 DEG. UNLESS were designed in accordance with m THERMAL ENVELOPE. THI5 DETAIL SHOWS In exterior walls,daft insulator shall be cut NOTED OTHERWISE ANSI/AWC NDS-2018 with 2018 supplement. TYPICAL. METH005 OF AIR-5EALIN5 USING neatly to fit around wiring and plumbing or , „ pp VARIOUS BUILDING ELEMENTS, APPROVED Plumbing and wiring Insulation that on instaliation,readil D DOOR 72X80 GLASS 2 6-O X 6-8 I ADHESIVES AND SEALANTS. FRAMING g g y 3. ALL EXTERIOR WALLS ARE Structural elements such as walls and fenestration conforms to available space,hall extend CONFIGURATIONS NOT SHOWN, SUCH AS behind piping and wiring. F DOOR 28X80 1 2'-4" X 6'-8" 4 4" (3 1/2" 5TUD+1/2" SHEATHING) that: CANTILEVERS AND STAIRWELLS, SHALL BE " SEALED IN A SIMILAR MANNER TO PROVIDE FOR The air barrier Installed at exterior walls adjacent to Exterior walls adjacent to shovers and tubs 8 ALL INTERIOR WALLS ARE 3 I/2 A CONTINUOUS AIR BARRIER ALIGNED WITH THE Shower/tub on exterior wall showers and tubs shall separate the wall from the shall be insulated. G DOOR 32X80 I PLAIN 2'-8" X 6'-8" 2 UNLESS NOTED OTHERWISE DATE: MAY 2025 THERMAL_ ENVELOPE IN ALL LOCATIONS. shower or tub. 1) resist wind loads, and The air barrier shall be installed behind electrical H SLIDING DOOR 144X80 SLIDING GLASS 4 12'-0" x 6'-8" I Electricallphone box on exterior walls and communication boxes. Alternatively,air-sealed FLOOR FRAMING NOTES: 2 are not contained In the prescriptive design FIRST FLOOR boxes shall be installed. HVAC supply and return register boots that I 5LIDING DOOR '12X80 SLIDING GLA55 2 6'-0" x 6'-8" I provisions of the 2020 RGINYS PLAN penetrate building thermal envelope shall be sealed Place (1) row of I" x�5" cross-bridging were designed In accordance with ASCE 7-16 wind AIRt G I/�' t-'� HVAC register boots to the subfloor,wall covering or ceiling penetrated K DOOR 48X80 2 4'-0" X 6'-8" I SEAL I I` O r- ETA I L S, b the boot. on all spans over 8-O and (2) rows provisions and acceptable engineering practice. SCALE: 5/4" = I ft Where required to be sealed,concealed fire : is : :: Of I X 3 GI"Oss-bridging on all spans p p g g p DRAWING NUMBER L DOOR 136X80 2 CORNER I I -4 x b-8 I spHnklers recommended lby the manuf only be acturer in anCaulking or :: ��anner that Is over where such elements occur in the plans, they are Concealed sprinklers other adhesive sealants shall not be used to fill T SHOWER 30X82 GLASS I 2-6 x 6-8 I , „ annotated "ENGINEERED DESIGN." voids between Are sprinkler coverplates and walls Collar ties are to be spa ced 4-O o.e. orceilin s. O • � •ram IL O I LU Cj IL O O • � o I 's +< v I t l 5 g i. X — X N �• r-> i n/ 1- N _ ii— � YI I : 051: Z-I 5 x I LY FL R I : i I r'd O l � l + r ' , 00 O- x 12 027 ) 2x8 t I 2 OL I N ' f �,,. . v X ? [ 1_! ! m _ _ N 3 , 076. (2)LVL I i I i :o cv / .. i, __.__ ._...._ s - ? � i 'fi ' r J _ _.. 3 Q (L I tL OIL _ � j q w :n O 0 DOU LE F OPE ING : ._____! `9 O — — n �� I -7 ( ;(r! u� - r — t ' 025 2x8 of 16" OG q' to i '• i . AFF I 00 (2)- x12 .. a _ - : _.. I I 0H 41 11 14: -2x 1 - , i 6-M. (2) LVi ( f I 9 f ly v x d V 026: (2)-1.15x11.b15 LVL q' AFF r; "— { _ n� 0-72: (4)-I. 5 x I LVL F TOP 2 x 8 AT I6 OG O i m W � _ � m zip >n ! r x 14 YL r0 a — --. ( < I z � N liJ O LU V N V Z v 0. 0. V t I i r I i? N. 030: (2)-2x12 j p- p/ W ! O j N Q O (� Q Q Q f _ --- iI � N � I X �"" K O iF— - m w - 43 Q ! N I I N m Q `� Q � QLU w d �. _. _- Q q w p w o 50: (2)-2x& FL ! i N X _ 1 -_ Q - - �. -� N � � � O � w ,. 023: (2)-2x6 FL 032: (2)-2x6'FL }S 6 i ii N i O F1 0 N O N `t �' Q m w Q f,s 03q:l(2)-2x6 , i ( 4�f1 1 I` w i J '' .. i.Jt .i.?.-.------.. ..aw^,'.A•pe:r,.+.r, 9 X IL x �' ,d. i >% I� .1 � :; t�..R,..�••�,.; ,,,;1gG�s, �, I -. _ i r N -- x w - 7111 �. a O O 2 AT j ,, s,. DR IVERED "AY 1 7 2023 iX N - _... _ ... _. _..... ........... __.,_._.,_.. .,-.__.,... 4 _4 ­., _ _4 Q Qo Q r Q (r ATTIC FLOOR FRAM I NO 4) z O SCALE: 1/4" 1 ft Q i 0 U 6 STRUCTURAL DESIGN NOTE !� V In accordance with the 2020 RCNYS; structural Q elements such as engineered wood, steel andILI p- OOfi� i�� TOfi�Mfiz, M I i�O steel/wood composite columns, beams, headers and x 4 SECOND FL girders that: H � �- GENERAL NOTES: Z = SCALE: I/4" = I ft I. ALL MAIN LEVEL 1) resist gravity loads, and v WALLS ARE q'-I I/W Y lu Q HIOH UNLE55 NOTED 2) are not contained in the prescriptive design p= O OTHERWISE provisions of the 2020 RGNYS IL 0 O O 2. ALL ANGLED HALLS were designed in accordance with ARE D O DEG. UNLE55 ANSI/AHC NDS 2015 with 2015 supplement. m NOTED OTHERWISE pp 3. ALL EXTERIOR HALLS ARE Structural elements such as walls and fenestration 4" (3 1/2" STUD+1/2" SHEATHING) that: 4 ALL INTERIOR HALLS ARE 3 1/2" DATE: MAY 2025 UNLESS NOTED OTHERHISE 1) resist wind loads, and FLOOR FRAMING NOTES: 2) are not contained in the prescriptive design SECOND FLOOR PLATFORM 4 provisions of the 2020 ROWS ATTIC, FLOOR FRAMING Place (1) row of I" x 3" cross-bridging on all spans over 8'-O" and (2) rows were designed In accordance with ASGE 7-I6 wind of I" x 3" cross-bridging on all spans provisions and acceptable engineering practice. DRAWING NUMBER over 16'-O". where such elements occur in the plans, they are Collar ties are to be spaced 4'-0" o.c. annotated "ENGINEERED DESIGN." _ A-g A OPENING SCHEDULE U-0.23 Z O OPENING ID TYPE PRODUCT CODE 51ZE COUNT H v I WINDOW 30X72 CASEMENT 1 2'-6" x 6'-O" 1 45'-0" z 5 WINDOW 5OX36 CASEMENT 1 2'-6" x 3'-O" 4 13'-71/2" 7-4 1/2" 6-4" 6-4" 4. WINDOW 3OXci6 CASEMENT 1 2'-6" x 8'-0" I v HAZARD GLAZING [R308.4] 0 5 WINDOW 60X60 CASEMENT 2 5'-O" x 5'-0" 2 LL 6. WINDOW 30X60 CASEMENT 1 2'-6" x 5'-0" 4 Q O w WINDOW 5OX42 CASEMENT 1 2'-6" x 3'-6" 1 7 O � ?� DOOR 42X80 2 3'-6" x 6'-8" I N 0 Z N \ / 12'-O N NZ F DOOR 28X80 1 2'-4" x 6'-8" 6 c�v , C- DOOR 32X80 I PLAIN 2'-8" x 6'-8" 4 RAILING / SPA TUB RAILING Q r JOB BUILT TILE SHOWER H! 5LIDIN6 DOOR 144X80 SLIDING GLA55 4 12'-0" x 6-8 1 Q ® - +�- GLA55 WALL K: DOOR 48X80 2 4'-0" x L. 5LIDING BARN DOOR 36x80 CHALKBOARD WOOD DOOR 3'-0" x 6-8" 1 M SLIDING DOOR 108X80 SLIDING GLA55 cl'-O" x 6'-8" I a A5TER BATH O CATHEDRAL �I SLIDING DOOR 72X80 SLIDING 2 6'-0" X 6-8" 3 BEARING WALL V(o0 CEILING V60 G2 DOOR 28X80 GLA55 2'-4" x 6'-8" I _ -- - 009: (2)-1.15x11.815 LVL 2X8 WALL ® 5: )-1.75xg.25 LVL SHOWER DOUBLE JAGK5 a) 20 cfm CONT. �I TO ERV '°� fTILE O [MI505.4] iv ' — — — — — — — — — — — — — � ` � l� = MINI in �--- - - � — - - - - - - -� -: N 8'-0 1/2" FRIDG BATH #5 I I I 20 cfm CONT. I Uq 3'-"1" g'-l0 114" I m TO ERV GOFF E BAR ——� [MI505.41 I 2'-0" O I MASTER BEDROOM 2 FO (TYPJ O - I N CARPET I SINK ROD 4 SHELF 2X6 HALL 2X6 WALL r; qo 12" TRAY GEILING ( - I U- V48 m 8 ( STAIRS N = WALK-IN gg I w 2' p" LOFT g 051-01, (TIT P.) 15'-10" I 11'-8 5/4" r I (Y I ao r m g'-I I/b" HIGH WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] IT L - - - - _ - - Pro I TECHNOLOGIES I N CEILING LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR it MODEL T705 INSTALL ERV UNIT IN CONDITIONED ATTIC. DUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. LZ PROGRAMMABLE O THERMOSTAT 104, HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL d 013: (2)-2x (2)-2x8 1 (x I INSTALL IN AN AGGE551BLE LOCATION ON A 2nd STORY WALL. z N l 36" HIGH WALL STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" dia. DUCTS 0 BEDROOM #2 I Z i NDRY I I �JJ CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5P07 Z FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" dia. DUCT iv - 5" dia. STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. 3'-4" 5'-3 ❑ �— I (�/ 0 5 dia. STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 _ 2'-I 5-3 I/2' 2'-I I/�" g 13/4i I i m iU It , HVAG EQUIPMENT IN ATTIC 0) v ALL DUCTS INSULATED TO R-4.2 m �— --� —y I GAS OR PROPANE FURNACE: LENNOX ELI96UH0"10XE3613 'I 1 (n40 - _ I tr 12" x 12" AIR GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 20154g510 J-�-1 v Z - ►Ij Z SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [M1505.4.4]: �i _i _ _ _ Oz I W DRY R EXHAUST TRANSFER GRILL I HEATING GAP: 64,000 Btuh;AFUE = gb.l Z Q of d) Z_ p[ MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM m "r - m ! [M15,92] - IN CEILING I INDOOR COIL: LENNOX GH35-30B+TOR Q T 0 O Z AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. x \ I I G.O. © 2x6 HALL (n �—— —y I � OUTDOOR UNIT: LENNOX MLI4XGI-036-230G;AHRI 203374ogo Q V 4'-0" x 6'-8" CHASE ® I cv CODLING GAP: 34b00 Btuh;SEER = 15.10 Z � 0 Z c4J Z INSTALL IAW MANUFACTURERS SPECIFICATIONS Q (L !11 O TYPICAL 2x5 wALL \- - I I 0 O w O POST O - O HALL ® ® I I - - - - - - �c0 �_ S C� A.G. RETURN L— — — — 0. <> 4'-II I/2" m 5'-4 I/2" m I PROVIDE BACKING O SMOKE 4 G.O. L — — —y FOR BARN DOOR - (O� Q DETECTOR(TYP) Q - J�- N z Q Q _ �' n ROD 4 SHELF x 48"X36° ROD 4 SHELF Q j GL N 1 N TOP OF PL TE II'-11" \ CL N O Z >U ABOVE 5 FLOOR N m ' 024: (2)-2x6 0 O O SNORER 02 : (2)-2xb STUDY g'-4" 4'-0" - �--1 � - om - ' � Q o cv BATH #4 BEDROO #4 13' CEILING Ht �: ; m .•*'` O; A ;.;6�.> %; o F o BEDROOM #3 35: (2)-2x8 035: (2)-2x8 .4f = 20 cfm GONT. L0 O j t Yn V42 V42 TO ERV 't" • f!t;>`t v ►� + [MI505.4] �•� r r l '� 4K r3,p4 a `}..12'-g I/2" "f'` HOR TOP OF PLATE 15'-0" HEIGHT ABOVE SUBFLOOR DEL). VER❑ � tly 1 7 22,23 021: (2)- .'15A1.8'15 LVL 021: (2)-I.'15x11.875 LVL GENERAL NOTES: OO I. ALL SECOND LEVEL MAI LEVEL WALLS ARE 8'-1 1/8" m BUILDING LINE HIOH OTHERWI555 NOTED 00 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2. ALL ANGLED HALLS O --1 3'-4" 3'-4" 3'-4" ARE ® DEG. UNLESS 0 NOTED OTHERWISE ��Q 14'-0" 10'-O" Q 1l1 3. ALL EXTERIORWALL5 ARE ^^ r J J.J 48-O 4 (3 1/2 5TUD+1/2 SHEATHING) 1--! OIL 4 ALL INTERIOR HALLS ARE 3 1/2" 0 Z Q r UNLESS NOTED OTHERWISE _ - SEC..CN7 FLOOR PLANIL SOLAR-READY A SCALE: 1/4" = 1 ft z CERTIFICATE A_q 0 Q tL :-D 6 This home has STRUCTURAL DE51GN NOTE !� JU �- Z incorporated features at () "N Q v Z the time of initial In accordance with the 2020 RGNYS; structural ig Q w construction to enable the • elements such as engineered wood, steel and Q- 0 H < Installation of solar steel/wood composite columns, beams, headers and Q Q electric. girders that: �' -1 D- C 1 The solar-ready roof I resis gravity loads and v O UIT zone is shown on this G UIT ) g y Qlu C W construction plan excerpt 2) are not contained In the prescriptive design p s and is free of Q " obstructions that would hi provisions of the 2020 RGNYS Ul 0 ❑ limit placement of solar �i p � were designed in accordance with m panels. - ANSI/AWG ND5-2018 with 2015 supplement. Plastic conduit for future 0 Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at the locations shown to DATE: MAY 2025 facilitate the installation I) resist wind loads, and • -- of wiring between the 2n OR roof-mounted solar 2) are not contained in the prescriptive design electric service panel and SOLAR-READY I provisions of the 2020 RGNYS PLAN ROOF ZONES panels. were designed in accordance with A50E '7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] annotated "ENGINEERED DESIGN." A ===7 E3HL A BWL B BWL G BWL D i 5'-0 1/2" 5'-0 1/2" I ' BWLI --- - I ---------------- '-- -- - ' ----------- '---- p O O k" i O ti- pt J L,,F O/I? to/O 12� z 2-1I/ n 4V I ATTIC PATHWAY FOR SOLAR ELEGTRIG [TI03.&] INSTALL 2"0 VERTIGAL SGHEDULE &0 PVC, CONDUIT -------- - THROUGH ALL WALLS TO ATTIC,WITH TEMPORARY PLUGS BWL 2 /51 083: 12x10 AT 16" OG ',' r - I OR GAPS AT EAGH TERMINUS [E3502.3.2]. IL Q i z m PROV DES 56" W DEEACCESS PATHWAYS _ I - �., .I..._ _ ,... is I r- I I I'-I 1/2" I 5'-8" N O r- ) s ; ! FROM EAVE To RIDGE WHERE 5HOWN , --------- - _... -p �_"_'-_ --1_ ' _---_ _-�_ ^-_- ;' : � { % � � � i .._.._ .._...- _... . __.. ___. _. _ _." ]CLEAR OFAOBSTRUGTI�S SUCH AS BWL 3 --- �. �, [REMAIN 1 VENTS,ETC. [ 103.4] i - - - a \ - -- I %) t KI r 13'-411 4'-3 I/2 i ( g 1 � BWL 4 --- ------ ---- --� _� . � ► I I W { ROOF BELOW OII: 2xl STR GTU L RI GE •, I I' � ( 16" O . 5 DS S PPO TING 2x5AT16" OG _ N d o 0 0 2" GONT. SAVE VENTS V ALL AROUND 3'-a I/2° 3'a I/z I I N Z i- BWL 5 --- -----------'- --- ------ ------------I- -----------�---- O Q - d O A GE S 00 O Q ! O - - O - O t - , O (xV ry t j 1 � - � Z � 4'-5 I/2" 4'-5 I/2" I 4'-5 I/2" 4'-5p I/2" p - - - , i ' m - 111 i 1 - < Z �L - r w SECOND 5T0 SCALE: 3/I6" I ft TABLE R802.5.2 RAFTER/CEILING JOIST HEEL °- Q O X- � � � 24'-O" a'-3" 14'-4" �p tc� I� O/12 10/12� �� �- +s- V I Q Q Q a, ,c, , e,g Q BAL E BWL F BWL 0 BwL H < < JOINT CONNECTIONS Q „ I _\ 036. 2x10 AT I6" IG / GROUND SNOW LOAD(psi) Q� �-6 I/2 2 6 1/ EXTEND RIDGE TO 9 OI 2x10 AT I6" OG N _I I Q1 2x10 AT 16" OG N ) �i BEARING WALL AT I I 20 30 Q 6 ----1-------------------- ,I I ,1_- ---- -- ---- ALL ) _ y RAFTER Roof z -� VAULTED y ��� } L, N % I ' I , " I RAFTER span feet BWL N 7 I/2' CEILINGS I x " _ - SLOPE SPACING p (feet) (inches) - i, , 12 20 28 36 12 20 28 36 Required number of 16d common r ; I NE PD KE r, O nailsa°b per heel joint splices",d,e �I i O� /I 2 I OBI 2 W/ GA V. ET L , 10/12� 10/I 2 O 12 4 6 8 10 4 6 8 11 ;.t-•a,,.r•.�.,,s _ Ola: 2x10 AT 16" OC, p a O OIG: 2x10 AT 16" OG 3:12 16 5 8 10 13 5 8 Ill 14 _ 4 r� , 24 7 11 15 19 7 11 16 2 $I I I d 3 5 6 8 3 5 6 81 4'-O 1/4" - I 6'-a 1/4� 13 _ - N o 4:12 16 4 6 8 10 4 6 24 5 8 12 15 5 9 BWL 7 --- ----------- --1-------- Ip --- .- - (V (V 0 12 16 3 t� •h o �� HALL LINEBE w 12 3 4 5 6 3 4 5 7 �, I i l = 5:12 16 3 5 6 8 3 5 7 9 upry O P RGH OOF BEL w � p ROO BEL W "`'�J •,:°;.,�r,�, 'a"�"4'���t,x•^.`, --_ - F E �.• .. �23 `-� 24 4 7 9 12 4 7 10 13 I' Roo LINE 12 3 4 4 5 3 3 4 5 AE�IVER�D P'if'�Y 1 1 ) 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 12 3 3 4 4 3 3 3 4 ROOF FRAM I I O PLAN 9:12 16 3 4 4 5 3 3 4 5 m BRACED WALL PANEL CALCULATIONS O u1 50ALE: 1/4" = 1 ft 24 3 4 6 7 3 4 6 7 --=~^-- --- Wind Adjustment Factors•Table R602.10.3(2) (p.187) ZS �i N � .°./ � __. i -.a _._ Upper Story 12 3 3 3 3 3 3 3 3 .. .I,..I,.....,,_. W Numbered Lettered Wall 12:12 1 16 3 3 4 4 3 3 3 4 - - Wall Lines Lines Comment - _._..__ to m - - _ Exposure Category I m 1.00 Exposure B;2-sty 24 3 4 4 5 3 3 4 6 - --- -- -- Q l� I Roof Eave-to-Ridge Height 1.36 1.36 16'-1";Roof Only � Q) '' t Story Height 0.94 0.94 8'•9" O IL lu to I Number of Braced Wall Lines 1.60 1.45 5;a For SI: 1 inch=25.4 min, 1 foot=304.8 min, 1 pound per Q Q Additional 800lb Hold Down 1.00 1.00 NIA square foot=0.0479 kPa. O z 1- ' Gypsum Board Fastening 1.00 1.00 N/A a. 40d box nails shall be permitted to be substituted for 16d O Q _� u / I Wind Factor Total 2.045 1.854 common nails. m f4YL\I z O 5-g b. Nailingrequirements shall be permitted to be reduced 2 Q 5 � Q ` O' 3 /8" q IL Total percent if nails are clinched. p O UJ N Braced Wall Bracing Braced Wall 130 mph Wind Factor Required Bracing p (� O It BwL 8 Line Spacing Required Length Status c. Heel joint connections are not required where the ridge is ---- -------------------- -"� - _ Line Method Total Bracing O ,-- a 1----a-a (ft) Bracing(ft) Length ft Provided(ft) Q Q IL 9t O supported by a load-bearing wall,header or ridge beam. - Q 0 1 CS-WSP 10.00 2.50 2.045 5.11 10.08 OK O -r �i 0 2 GB 11.9E 5.2s 2.045 to.Bo 18s2 OK d. Where intermediate support of the rafter is provided by ^ v Q- Z 3 ..-. ...»., 1.--1 �- ' vertical struts or urlins to a load-bearin wall the j' , 3 GB 12.65 5.56 2.045 t1.37 16.79 OK h g i' Q Z 4 GB 11.51 5.10 2.045 10.43 32.12 OK tabulated heel joint Connection requirements shall be 5 cs-wsP vs7 2.75 2.045 5s2 25.42 OK permitted to be reduced proportionally to the reduction in il� - J A CS-WSP 17.58 3.64 1.854 6.75 31.75 OK span. J 1 11 B GB 15.01 6.61 1,854 12.11 41.61 OK e. Equivalent nailing patterns are required for ceiling joist 1 - �----- ': C GB 15.01 8.50 1.854 12.05 55.64 OK q g p q �J N ' D WSP 12.08 3.02 1.854 5.60 17.33 OK t0 CClhn O1St la splices. pQ _ 1 ' £ Applies to roof live load of 20 psf or less. V Q j N I Wind Adjustment Factors-Table R602.10.3(2) (p.187) g. Tabulated heel joint connection requirements assume l Lower Story that ceiling joists or rafter ties are located at the bottom p= Q IY m / Numbered Lettered 1L of the attic space. Where ceiling joists or rafter tiles are !L N Q O fn _ I Wall Lines Wall Lines Comment N - located higher in the attic heel joint connection O Exposure Category 1.00 1.00 Exposure B;2-Sty a {{ � •`/ �; ) Roof Eave to•Ridge Height 1.18 1.18 1s'-r;Roof 8 1 Floor requirements shall be increased by the following factors: (n '� Story Height 1.00 1.00 10, Number of Braced Wall Lines 1.45 1.45 4 3-I 4-5 1/2 -8 I/2 „ � �: � Additional 800 lb Hold Down 1.00 1.00 NIA HC/HR Heel Joint Connection Adjustment Factor Gypsum Board Fastening 1.00 1.00 NIA 1/3 1.5 Wind Factor Total 1.711 1.711 . 1/4 1.33 DATE: MAY 2025 BwL a --- - ----------------------- --------�-- ----------- 1---- 1/5 1.25 Total Braced Walt Bracing Braced Wall 130 mph Wind Factor Required Bracing 1/6 1.2 WALL BRACING 8 I - Line Spacing Required Length Status (� Line Method Total Bracing ROOF PLAN (ft) Bracing(ft) Length eft) provided(ft) 1/10 or less 1.11 rs 6 CS-WSP 10.00 4.50 1.711 7.70 7.71 OK ' - 7 CS-WSP 15.00 6.25 1.711 10.69 19.79 OK where: 8 GB 18.74 15.08 1.711 25.77 26.00 OK 4'-5 I/2" 5'-0° 4'-5 I/2" HC=Height of ceiling joists or rafter ties measured vertically DRAWING NUMBER 9 CS-WSP 17.50 7.13 1.711 12.20 24.17 OK E CS-WSP 24.00 9.40 1.711 16.08 31.42 OK 9 F GB 16.64 13.48 1.711 23.06 23.29 OK above the top of the rafter support walls. IizST 57Oiz4"r 5NL PLAN G GB 11,81 9.86 1.711 1687 32.54 OK HR=Height of roof ridge measured vertically above the top of SCALE: 3/16" = I ft H CS-WSP 14.33 6.02 1.711 10.30 39.17 OK the rafter support walls. 10° TREADS (TYP) I" NOSING (TYP VALLEY FILLER BOTTOM CHORDS MUST BE NAILED WITH Ibd INTO EACH ROOF SHEATHING z RAFTER THEY INTERSECT CONTINUOUS UNDER z 2x ROOF RAFTERS AT I6" O.G. RAFTERS O cL USE GALV. HURRICANE TIE BETWEEN q CALIFORNIA FRAMING EVERY RAFTER AND THE ROOF BEAM �\2���?�'• �P` � Q `r ui 2x CEILING JOISTS AT 16" O.G. L¢g0O\2��C� ~ RIDGE m F� USE (3)-Ibd NAILS AT RAFTER 0, d)� HEEL JOINT CONNECTION �p�-�`�P\'\'��j\O z N ROOF BEAM (SEE PLAN FOR SIZE) �j r W ASSEMBLEPRESERVATIVE S RVATIV NAILS 0p-"5��0¢ G y� ttl 12" O.G. STAGGERED ALONG LENGTH � IL ID" TREADS (TYP) a6 CALIFORNIA I" NOSING (TYPJ VENTED VINYL SOFFIT �IxB TRIM BOARD \N\C�� FRAMING UPLIFT CONNECTIONS: 0518 GALV. COIL STRAP 2x SOLID BLOCKIN5 USE (2) AT EACH POST, TOP 3 BOTTOM 5/4"xb" DECKING (4)-I0d NAIL5 AT EACH END m IY PERPENDICULAR TO JOISTS Q � m '� SEALED ATTIC (2)-ad THREADED NAILS OR li (2)-No. & HOOD 5GREH5 AT 4x4 WOOD COLUMN FLASHING r Q i - j , EACH SUPPORTING MEMBER UG55 PRESERVATIVE TREATED GUTTER m N D- [R507.7] REST DIRECTLY ON FLOOR BEAM N O i '3 r FLOOR BEAM (SEE PLAN FOR SIZE) FLOOR JOISTS UG36 PRESERVATIVE TREATED la (SEE PLAN FOR SIZE) ASSEMBLE WITH THO ROW5 OF IOd NAILS Ix& FASCIA UG35 PRESERVATIVE TREATED 16 O.G. ALONG EACH EDGE [R507.5] 2x6 SUB-FASCIA tt'' '' LANDING GRADE 6" GL05ED-CELL 5PF INSULATION Lu 4x4 WOOD POST VENTED SOFFIT UC35 PRESERVATIVE TREATED 2" GONT. EAVE VEN-5 \'�DOUBLE TOP PLATE 5TAI RNELL SECTION PO0ST5T P HOT-DIPPED GALV. BASE ANCHOR SCALE: 1/4" = I ft I" RIGID INSULATION 12"(P x b'-O" HIGH P.G. COLUMN WITH (2)-#4 NOTES: VERTICAL REBAR ON I. PROVIDE HANDRAIL PER GODS. 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 2. MAINTAIN b'-5" MIN. HEADROOM PER CODE. REBAR EACH WAY, REBAR 4" ABOVE 3. VERIFY FIN15H FLOOR MATERIALS W/ CONTRACTOR 8 BOTTOM ADJUST AS NECESSARY. 4.VERIFY FLOOR-TO-FLOOR 8 RI5ER DIMENSIONS W/ 1'ON5AS-BUILTCONDITIONS PRIOR TO STAIR T"'rF I OAL FOROH SECTION 5EGTI ON THROUGH SOFFIT SECTION THROUGH ROOF OVER—FRAM I NO GONSTRUGTION. 5GALE: NTS SCALE: I" = I ft SCALE: I" = I ft GEILING JOIST (2) 2x ATTIC, HATCH DOUBLE FRAMING 5 LAYERS 1 1/2" TYPICAL ROOF R-39 RIGID INSULATION ASPHALT ROOF SHINGLES OVER 15# FELT OVER GLUED TOGETHER �" STRUCTURAL PANEL SHEATHING OVER 2x10 RAFTERS AT 16" D.G. R-3G 6" THICK CLOSED-GELL SPRAY POLYURETHANE FOAM (5PF) ,n 2 x 12 STRUCTURAL RIDGE HITH)Y GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R31b.4] (FULLY SUPPORTED) OR WITH AN APPROVED FOAM PLASTIC A55EMBLY [R316.6] IX2 STOP 11J-u m '~ CASING ORES ED ONE 51DE NOTESI 12 Z z < a L DRYWALL 10 (—� J T 1Q Z w V � < S =GTI ON THROUGH ATTIC HATOH z UU o z � o z TRAY CEILING 5GALE: I" = I ft (BEYOND SECTION) Q�L iC W ® O NOTES: (2)-2 x 12 BOX J =�O d J 2 x 6 GJ AT 16" O.G. 2x4 COLLAR TIE v O } I. OPTIONALLY, IF A DROP-DOHN ATTIC STAIRS 15 INSTALLED, DOUBLE-FRAME AS 5HOHN IN AT 48 O.G. O m 7-Q SECTION AND INSTALL AN INSULATED COVER TENT HAVING A MINIMUM R-VALUE OF 15. z N O Q p � GABLE WALL INSULATION R-24.5 x La I/2: GYPSUM CONTINUOUS: R-5 I-INCH RIGID FOAM XPS cN ROOF FELT 5EALED ATTIC BOARD FIN15H SHINGLES CAVITY: R-19.5 3" 5PF SMOKE t G.O. N I/2" ROOF SHEATHING (INDIRECTLY CONDITIONED) (� 2X4 OUTLOOKER5 ® 48" O.G. �J �� O 1_! 2x10 RAFTS ® I6" O.G. (BEYOND SECTION) DETECTOR IN ATTIC FLASHING DOUBLE 2 x 4 BOTTOM PLATE :: a gyp, �Nr.e etn,r, I x 8 FASCIA l �I II I TYPICAL EXTERIOR WALL R-20 hi 2 x 8 AT I6" O.G. I (2)-2 x 8 AT I6" O.G. fit' Off" II It 2X& BARGE RAFTER 2x4 STUDS AT L O.G. �D <'~wR +;, �" *'"> • i.Q SOFFIT (2)-2x4 TOP PLATE;2x4 SOLE PLATE 2 SOLID NOTE: DOUBLE CEILING ` ` • o,Y, ' :: fa'C ,� s�rr.,.t'-) �� WOOD BLOCKING JOISTS OVER B.R. #2 I/2" GYPSUM (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN BOARD FIN15H ^ r y --•� ' .�+ '.: �� 2 x 4 GABLE END WALL R-15 UNFAGED FIBER6LA55 BATT CAVITY INSULATION ' _ - ';" ��' ► . BOARD d BATTEN SIDING OVER I'-b MASTER BEDROOM 2 BEDROOM #2 GL BEDROOM #4 m o • HOUSEWRAP OVER R-5, Ill XPS INSULATION NOTE: ALL DUCTS SHALL BE OVER 1/2" STRUCTURAL PANEL SHEATHING G5-H5P LOGATED IN THE ATTIC, TOP OF PLATE _ IN-ERIOR SECOND STORY d' a,• ;_?'art E,rr TYPICAL INTERIOR HALL WALL CAVITIES AND SECOND .; 7 ..,. 2X0 G.J' SiDIN6 2x4 STUDS AT 16" O.G. FLOOR PLATFORM. MIN. R-b ® 16" O.G. — (2)-2x4 TOP PLATE;2x4 SOLE PLATE DUCT INSULATION IN ATTIC. I I DE VERED OCT _ 3 2'023 1/2" DRYWALL HOU5E WRAP Y2" GYPSUM WALLBOARD ON BOTH SIDES iJ 8r R-15 IN5UL. 1/2" 5TRUCTURAL IL 5HEATHIN6 2X4 MALL 14" TJI-560 FJ AT 16" O.G. tO ® 16 O.G. � � n n� z U Uin BEYOND SECTION 130 I" RIGID INSULATION R-13 2' GL05ED-GELL 1/2" GYPSUM OO �_ 5PF AT RIM J015T BOARD FINISH OCT � p �^�� � m T`O00FIGAL 6ABLE END SECTION - 4" = I ft Ist FLOOR PLATFORM z = N SCALE: 1/ HOOD FLOORING OVER 4 m E3uE[dinca Dee r-;mcnt �' 1LL 3 lu m Q Totl.�n of SoufG;�,1ej � 0 O 5/4" PLYHOOD 5UBFLOOR GREAT ROOM O _l 1— 14" TJI FLOOR JOISTS AT lb" O.G. IVING ROOM PORCH z — < GROSS BRIDGING AT M05PAN d) x AVERAGE ELEVATION OF THE m F- AC z '(� 2x EXTERIOR WALL O O 1L vl EX15TINO NATURAL E SILL CONSTRUCTION: ADJACENT TO STRUCTURE = 14.5 Q O 2x6 P.T. (UG3B) SILL ON TERMITE SHIELD 3/4 SUBFLOOR Q ON SILL SEAL WITH I/2" ANCHOR BOLTS _ FINISHED FLOOR O (SEE TYPICAL WALL DETAIL) 14" TJI-360 FJ AT 16" O.G. j 14" TJI-110 FJ AT 16" D.G. ry W O Z ' a<tu Q z 6 R-3G GLOSED-GELL 5PF INSULATION FINISHED GRADE STUD TO FLOOR JOIST (4)-1.75 x 11.875 i/2" GYPSUM '4 LVL GIRDER BOARD FINISH 51 MP50N COIL STRAP FIN15H GRADE z (4)-8d NAILS AT EACH END SLOPE b" IN 10' MIN. AWAY FROM BUILDING (4)-3/8" LAG SCREWS Q O � F-J 2x 50LID BLOCK s AIR-5EAL BETWEEN FJ BASEMENT Z 2x RIM BOARD v 6 2" GL05E-GELL SPF WITH v v (INDIREGTLY CONDITIONED) INTUMESCENT COATING CANTILEVERED FLOOR J015T r O I-ITI IL O o m OSB B VINYL SOFFIT 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB r FLOOR JOIST TO HALL: 2x EXTERIOR WALL 5IMP50N 1-12;(5)-8d NAILS TO FJ $ (5)-bd NAILS TO STUD - - - - -.- ALTERNATE WHERE FJ/5TUD MISALI&NS: DATE: MAY 2025 FLOOR JO15T TO PLATES: 12" POURED CONCRETE FOUNDATION STEM HALL H55 4.000xO.250 STEEL COLUMN ON SIMP50N H2.5;(5)-8d NAILS TO FJ, (5)-&d NAILS TO PLATES UPON 24" x 10" Ht CONTINUOUS P.G. FOOTING 12" x 12" x 5/4" BASE PLATE ON PLATES TO STUD: MINIMUM 3'-0" BELOW GRADE 5'-0" x 5'-0" x 15" DEEP P.G. FT6. SIMPSON H2.5;(5)-8d TO PLATES, (5)-Sd TO 5TUD w/#5 REBAR AT 8" O.G. EACH HAY SECTION5 3" BOTTOM COVER 51_GTION AT FLOOR DRAWING NUMBER CANTILEVERS $ 5ETBA0<5 SECTION A SCALE: NT5 50ALE: 1/4" = I ft /--GROHN MOULDINO Roof ---------------------------------------------------------------------------------------------- - - -- - - - - - - - HOOD-7 ------------ ----------- ----------4-------- -------- -------- ---------- ---------- -------------I--------------------- ------------------------------------ --------- ------------ GEILINO BATH #3 BATH #4 LAUNDRYMA5TER BATH F GOO<TOP > 1 > i > 1 I >1 >1 > 1 > > >1 > 1 > 1 >1 > 1 > U) ci U) z WASHER m I LAV. LAY. LAV. SINK I LAV. I LAV. 0 I I i In < TUB TUB I i :11 —'1'11 11 1 1 1 0 L I i I I 5HOVER i5HONER I I I 2ndFLOOR ------�A j__j----- -------------- -- ---- --------- -------------------- -- - --41 — ------------------ -------- --------- 1-1/2"V4 5I. H - 2" PH4 1-1/2" H 1-1/2" H N 2" H 2" H 5.1 V4 1-1/2" Pq 1-1/2" H 1-1/21, H 211 H 2" DETAIL I i ;51, 51. 1\ 21, N 51, N 51, H 51. pq 2" Pq 2" kq 2" H 2" H � _4 C.O. C.O. -------------------------------------------- ---------------------------------------------- --------------- ------------------------------- -------------------------------------------------------- GEILINO BATH #2 1 1 BATH #1 HATERFALL�� - — — — — — — — — — SINK COUNTERTOP 7 >I I I > 1 > 1 > 1 > X I KIT L-)ISH SINK LAV. 1 LAV. I DW I i LAV. 5HONER i I I I IqtR, --- FLOO---------------- Y-3 ------- -------- ----- ------------------------ DETA I L 2 1/2" V4 1-1/21, H22" V4CC.O. C.O. ---------------------------- --------------- ------------------------------------------------------------------------------------ -------------------------------------------------------------------j I GEILINO I 1 GROHN MOULDING FUTURE BATH 4' C.O. 41- H 41' Pq > > 4" H IT T 0111 LAV. HOU5E TRAP —/ U ZTO APPROVED > I i 5ANITARY SYSTEM SHOHER. OL REF. BASEMENT FLOOR q lu tn ---------------------------------------------------------------------------------------------------------------------------------- -----------------------J I to t6 --------------------------------------------------------------------------------------------------------------------------------------- ----------- Z z <W H 311 PH4 511 N -j IT 13 -1 Lu Z Lu IN5TALL KA5TE LINES UNDER SLAB AND CAP FOR FUTURE CON5TRI,16TION IN BASEMENT SENA&E EJECTOR PUMP O _ p N z OL Zu lu > ii (-" FLUME31NO RISER DIAORAM < 1 -Qj6F Y =4 j6 V SCALE: NTS O O > < Y-.r��ETAIL 5 << z 00000-1 OA51NET ELEVATIONS J�'� RIDOE TENSION STRAP: SCALE: 515" 1 ft WRAP STRAP OVER RAFTER (5) IO-d COMMON NAILS AT EACH END OF STRAP Or. �o 71- CL 'Tj23 o o DEL VIR[ RAFTER TO STUD FLOOR FRAMING (3 : PER PLANS 'FLASHING TUCKED UNDER WRAP STRAP OVER RAFTER TOP PIECE OF SIDING AND (4) 5-cl COMMON NAILS AT EACH END OF STRAP BLOG<INO FOR LAPPED OVER FIRST GONTIN. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED Lj IAVq MANUFACTURER'S SPECIFICATION LAO BOLTS PIECE OF SIDING BELOW WHERE RAFTER ALION5 WITH STUD RIM JOIST / BID. HALL LAG BOLTS PER TABLE o 00 Q r Q MT5500 STRAP-TIE EAGH RAFTER :< DECK LEDGER BOLTING SGHEDULE v AALL STUD TO NALL STUD : JOIST SPAN 1 51 101 121 141 161 < LL STRAP OVER OR, UNDER SHEATHING 1-1/4" HIDE 20-(5UAOE V — x 6 (4) 5-d COMMON NAILS AT EACH END OF STRAP GALVANIZED STEEL STRAP BOLT 51 ZE 1/211 11211 11211 1/211 11211 -j 11-- 0- 3:< () D SEE WIND COMPLIACOMPLIANCECOMPLIANCEPATPATHWAYNOTES ON SHEET 12 EAGH SIDE OF WINDOW AND lu 0) DOOR OPENIN65. INSTALL BOLT 5PAGINO 185" . I(oll 1211 , 12" 12" lu 0 z STRAP FROM TOP OF Top < lu PLATES To JAGI< STUD, 0-Lf MINIMUM LENGTH BELOW 3: HEADER = LENGTH ABOVE BOTTOM OF HEADER DECK LEEDOER DETAIL OL 50ALE: 1/2" = 1 ft 0 < Lu IL IL STUD TO SILL PLATE : WRAP STRAP UNDER SILL PLATE PER CODE (b) e-d COMMON NAILS AT EACH END OF STRAP t 3. ..... SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 12 DATE: MAY 2025 ..A TENSION STRAPINO DETAILS AT NALL OFENINOS HIOH-KND UPLIFT 5TRAFFINO SCALE: NT5 SCALE: NT5 DRANINO NUMBER NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (51MF50N 0520 COILED STRAP). A = I 0 STRAP LENGTH SHALL BE 5UFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. z O v LOCATE PER CONTRACTOR COOKTOP - —- GRILL 6A5 In HOW EXT. EXT. EXTD, , z o u..Q tU `\ I I � N / ELECTRICAL LEGEND ELECTRICAL LEGEND \ ELECTRICAL SYMBOL ELECTRICAL SYMBOL _ O� GOOKTOP 1^U I m \ switch -0 - \ HOOD ABOVE X� light 1 switch 3 way \ PROVIDE SANITARY outlet }{ 3 ELEGTRIG TO EJECTOR PUMP u� switch 4 way \ EOUIPMENT PER outlet gfi 6FI a FLOOR OUTLET # n MANUFACTURERS 0 ilU can light binch O 1 lI i� U.L.LI5TIN6 AND O smoke 4 carbon monoxide detector ® I LOCATED PER CODE a cable tv outlet © CONTRACTOR 6FI switch � FAN/L16HT outlet I l O I BRACE FOR tW I FURNACE switch 3 way $3 smoke d carbon monoxide detector ® I ��\�\ p 22 BASEMENT ® garage door outlet 600 telling fan 5 bladed 04 / A/G UNIT LU m , I I 6A5 WATER _ �--� �\ HEATER Y - / � acadla lantern ® �� �\ \ � ILI O - 1 t - \ I 5WITGH \I \ ''-'-�` - /{jI} large round chandelier tTN - OVEW I UTILITY, ROOM can light waterproof b-Inch / MICRO 3� exterior can light EXT. I / 6FI 6FI I O Iexterior light 04 ' fan ®1 I I I outlet wp 1 ` wall mounted OI 3 lights W!D LOCATE PER I 1 11 1 \t 1 \ CONTRACTOR ` - I \ ' - \ \ floor receptacle duplex � �N7AR�A�� BRACE FOR it \ garbage disposal a� \ FAN/L16HT 4 1 outlet 220v outlet gfl 669 b / �tllVV lJ P 5TOR66E h I I I —I---,\--------- r— II I I I i I 6FI 6FI , t EXT. I _ I I O ------------------� --I---------- tr O-t to <= t- 0 �!z 6FI 0. Q J a MAIN LEVEL ELECTRIC PLAN � p � o� to to Q< SCALE: 3/16 - I ft �/ N Z p � z FOUNDATION ELEOTRIG FLAN SCALE: 5/16" = 1 ft Of— / MINI �-------�RIDGE - I El ECTRICAL LEGEND ELECTRICAL �E 1VERED MAY 1 1 2023 1 I I I I SYMBOL telling fan 5 bladed 04 / I 7�77 9 I BRACE FOR i Z -----1 I I U / m FAN/L16HT t I I Fv iA jp I O I v I , I I o �- 1 ` can light waterproof 6-Inch Q 1 BRACE WLI6HT� I can light binch O E. wall mount sav O ZZ ® �------I j i T O �i 1 I cable tv outlet © f) 0 IL fan 1 0 Q I I I I outlet ®,�.{{, outlet 220v z O /I // 1 I outlet gfl cp O O IL SECOND LEVEL ELEOTRIO FLAN I I ` , I I -/ I outlet wp `AIL Q SCALE: 3/I6" = I ft BRACE FOR I / I ;�_1 -� I smoke detector V 4 O FAN/L16HT & Q \ I fl - ?� —/ i switch $ �n h O Z LU ` switch 3 way i--1 Q I I 3 tU Q J -----------J wall mounted 03 3 lights o 0 0 Uj Q� tU kD --------- d' ---------- Uq _ ® / Y lu O 0 IL _ m BRACE FOR $ BRACE FOR FAWL1611T FAN/LI6HT DATE: MAY 2025 I I I ELECTRIC PLAN I ---j DRAWING NUMBER A - 1 I N „ OT•E5 INDEXED TO 2020 RE51 DENT(AL GODS OF NEW PORK STATE , RIOI.I UNIFORM CODE= All work shall conform to the New York 000, State Uniform Fire Prevention and Iq NYCRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications incorporated by reference therein. Z O R1052 BUILDING PIA building permit shall be Issued by the H CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A copy of the build►n ermit v GROUND WND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND 5PEED: OBTAINED FROM fi p g p < and app roved construction documents s all be ke ton-site SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https:/Aiozords.atcouneil.org FOR THE PROJECT LOCATION: until project completion. Speed Topographic Special wind Windborne Weathering Termite HAZARDS P o 9 N LOAD (mph) effects region debris zone CATEGORY g depth TEMP REQUIRED INDEX TEMP N 41.1154 W '12.3434 THI5 NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DE516N PROFESSIONAL: A Certificate of Authorization Is Z WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CON5TRUGTION filed with The State Education Department entitling D'Amoro r 25 psf 128 None No No B Severe 36" M to H 15 'F Yes None 5990E-DAYS 51.0° F R301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G.("Designer") to provide professional engineering services. However, the Designer has QL MEAN ROOF HEIGHT I5 NOT GREATER THAN 30 FEET [TABLE , MANUAL J DESIGN CRITERIA-Central Islip THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, O R301.2(3)] AFFIX THI5 SIGN IN ACCORDANCE WITH superv►sion nor Inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXP05URE CATEGORY: EXPOSURE B TITLE la NYGRR PART 1265. for work performance of the builder. The builder shall p Elevation Latitude heating cooling factor temperature cooling difference immediately notify Designer, in writing, If there is any w g g COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT discrepancy found between field 15 ft 41° Notch 150 99% outdoor DB 850 1% outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard todex�tmgnconstrnuctton. Z U�1 MAIN ROOF UPLIFT CONNECTION FORGE = 247 psf (56'-0" roof R3012.1 WIND DESIGN= In accordance Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - with Figure R3012(5)B, wind toDaily range span, 150 mph, pitch greater than 5:12) [TABLE R502.111 design is not required. This building Is designed in difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 187 plf accordance with the wind provisions of the 2020 RGNY5. 10°F 15 mph 7.5 mph 72°F Medium 16*F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 12-7plf d ' R30I2.12 PROTECTION OF OPENIN65, This building In not located Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP 9 In a Windborne Debris Region. � AND BOTTOM OF ALL BRACED WALL PANELS [R602.3.5]. R3012.4 FLOODPLAIN: This building Is not located Ina flood hazard area. y i V'I '� R3015 LIVE LOADS= Minimum uniformly distributed live loads, 1jLXl a�l._i Attics without storage 10 psf,Attics with storagge 20 psf, O Balconies d decks 40 psf, Rooms other than sieeptng rooms TABLE R602.3 1 FASTENING SCHEDULE TABLE R602.3 1 FASTENING SCHEDULE CONTINUED TABLE R602.3 2 ALTERNATE ATTACHMENTS TO TABLE R602.3 1 40 sf,SILO ►n rooms 3o sf,Stairs 4o sf ( � ( � ( ) � ) ( ) R301 b ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per A5GE--0 and NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS projected roof live load per Table R301.6. Span table SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a,b, SPACING AND LOCATION NOMINAL MATERIAL ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa'b'� OF FASTENER DESCRIPTION b OF FASTENER AND LENGTH design corresponds to the 30 psf ground snow load column to ' THICKNESS Edges Intermediate account for unbalanced load conditions. Roof Floor inches (inches) support (inches) (inches) R301.6 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box 2 (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2�" x 0.113"); or ( %2"x 0.113"); or t; (LVL,PSL, I-oists, lu-lams,etc; are actual dlimenslons. 3-8d common(2/2"x 0.131")• or 3-8d common(2%"x 0.131");or Wood structural panels,subfloor,roof and wall sheathing to framing and particleboard wall sheathing to framing j 9 1 Blocking between ceiling joists or rafters to top plate 3_1 Od box(3"x 0.128");or � Toe nail 21 Joist to sill,top plate or girder 3-10d box 3"x 0.128" ;or Toe nail ( ) Staple 15 ga. I / 4 8 R302.1 FIRE-RESISTANT EXTERIOR WALL5, All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails Up to% 0.097-0.099 Nail 2% 3 6 projections shall be located at least 5 feet From lot Imes and are not fire-resistance rated. 8d box(2 y"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 3/ 3 6 R3O2•q F�,� SPREAD AND SMOKE DEVELOPED INDEX FOR 4-8d box(2%2"x 0.113");or 0.113 Nail 2 3 6 WALLS AND GR AD A um wallboard Is a Glass F finish 3-8d common(2 y"x 0.131"); or Per joist toe nail 22 Rim joist,band joist or blocking to sill or top plate 8d common (2%"x 0.131");or Gyps 2 Ceiling joists to top plate ( applications ) 10d box(3"x 0.128"); or 6"o.c.toe nail i%2 and% Staple 15 and 16 ga.2 4 8 having a F-51 = 15 (req'd max. 200) and a SDI = O(req'd max. 3-1 Od box(3"x 0.128");or roof a lications also - 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail% 4 8 450);and complies with Code. Ceiling joist not attached to parallel rafter,laps over 4-1Od box(3"x 0.128");or 3-8d box(2 z a. p g 4 8"x 0.113"); or Staple 14 2 R30 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSS ULATION: Exposed insulation that is not installed In 3 partitions [see Sections R802.3.1, R802.3.2 and Table 3-16d common(3 %" x 0.162");or Face nail „ 2-8d common(2%"x 0.131");or 2s s Staple 15 ga. 1 3/ 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)- 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-1 Od box(3"x 0.128");or Face nail /2 and/ t surfaces shall have a F51 5 25 and a SDI s .450. See plans 0.097-0.099 Nail 2 4 8 for exposed Insulation valves. 2 staples, 1"crown, 16 ga., 1 %" long 16 le a Ceiling joist attached to parallel rafter(heel joint) Staple g 2 4 8 R302.11 FIRE BLOGKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%2"x 0.135");or Staple 14 ga.2% 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9):1 24 2"subfloor to joist or girder 2-16d common(3 y"x 0.162) Blind and face nail where otherwise specified by the 2020 RGNY5. 0.113 Nail% 3 6 4-1 Od box(3"x 0.128"); or 3-16d box(3%2"x 0.135");or 1 Staple 15 ga.2% 4 8 R302.12 DRAFTSTOPPING: Not needed for this project. Collar tie to rafter,face nail or 1 Y4"x 20 a. ride strap „ „ ; 25 2 planks(plank&beam-floor&roof) i „ At each bearing, face nail R302.13 FIRE PROTECTION OF FLOORS, All I-Joist floors shall 5 � g g P Od common(3 x 0.148 ), or Face nail each rafter 2-16d common(3/ x 0.162) 0.097-0.099 Nail% 4 8 to rafter 4-3"x 0.131") i „ „ . c have I/2" gypsum board on underside. 3-16d common(3/2 x 0.162 ),or SPACING O FASTENERS NOMINAL MATERIAL Recessed 4-1 Od box(3"x 0.128");or DESCRIPTION a, OF FASTENER AND LENGTH R302.14 COMBUSTIBLE INSULATION CLEARANCE, 3-16d box(3%"x 0.135");or 26 Band or rim joist to joist „ End nail THICKNESS d luminaires shall be 10-rated I/A/W NI102.4.5 with separation „ „ 2 toe nails on one side and 1 toe 4-3 x 0.131 nails;or (inches) Edges Body of panel p 6 Rafter or roof truss to plate 3-10d common(3 x ");o ),or nail on opposite side of each rafter „ " (inches) ( ) inches (inches) from Insulation per listing. Z 4-1 Od box 3"x 0.128" • or 4-3 x 14 ga. staples, /6 crown (inches) ( )' or truss' R305.4 HAZARDOUS GLAZIN6 LOCATIONS: Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard r-fiber-cement" other approved safety glazing material shall be installed to O 20d common(4"x 0.192");or and adjacent to door panels;within 60 inches of wet surfaces; m V at top and bottom and staggered. Fiber-cement and at locations where shown on the tans. m Wz 4-16d box(3%"x 0.135"); or p L Lu � O 3-1 Od common 3"x 0.148" • or IOd box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails Z Z ( )' Toe nail „ 3 6 R30q.1 GARAGE FLOOR SURFACE, Garage floor shall be 5-Inch }- Z Q It 4-I0d box(3"x 0.128");or 3 x 0.131 nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle tp - - -t IT O-►LU 27 Built-up girders and beams,2-inch lumber layers entrydoorway. ` c4 Z Lu Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0,131"nails And: Staple 18 ga., 4 long,%crown f] !' N F 0 Z 7 to minimum 2" ridge beam i „ 2-20d common(4"x 0.192");or t (finished flooring other than tile) 3 6 R510 EMERGENCY ESCAPE AND RESCUE OPENINGS, It Is the Z LU O 2 4 L O 3-16d box(3/ x 0.135 ),or Face nail at ends and at each splice / builders responsibility to verify that window units supplied by d FZ f O w 2-16d common 3 %" x 0.162" or 3-10d box(3 x 0.128 ), or 1 %long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for !Z � �` QC UJ � ® O ( )� End nail " ,1 8 8 emergency esc a and rescue openings where re required. Q J 3-1 Od box(3"x 0.128");or 3-3 x 0.131 nails (galvanized or stainless steel)roofing nails(for the finish) 9 y �' q �/ _1 m ri < 3-3"x 0.131" nails „ „ ; 1 t lon No. 8 x .375 head diameter ribbed wafer-head screws R31I:i 5TAIRWAY5= Interior stairways shall be pre-assembled D O O 4-16d box(3 x 0.135 ),or T g' ' 8 8 wood units. The maximum riser height shall be b-1/4 inches and N O X 0 for tile finish Wall 28 Ledger strip supporting joists or rafters 3-16d common(3%"x 0.162");or At each joist or rafter, face nail ) the minimum tread depth shall be q Inches,plus, nosing where Z !a 16d common(3 %2" x 0.162") 24"o.c. face nail 4-3Od box 1 "x 0.128");or Plywood required. Provide handrails per Code. < 7 4-3"x 0.131"nails 8 Stud to stud(not at braced wall panels) 1 Od box(3"x 0.128"); or 14 ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above 16 o.c. face nail „ „ , i 5 i 3 6 grade,and steps leading thereto,shall have guards that x 3"x 0.131 nails 2-lOd box(3 x 0.128 ), or 2-8d common /and/6 12/ga. (0.099 )shank diameter conform to Code. "y\ 29 Bridging or blocking to joist I „ „ „ „ Each end,toe nail i „ „ • (2/ x 0.131 ), or 2-3 x 0.131 nails Staple 18 ga. %,%6 crown width 2 5 ldd box(3/2 x 0.135 ) or 11 � 1-� Stud to stud and abutting studs at intersecting wall „ „ 12 o.c. face nail R3122 WINDOW FALL PROTECTION. Windows with ,sills less than 9 3 x 0.131 nails SPACING OF FASTENERS i�� 3 is i I y ring or screw shank nail-minimum a 24" above finished floor and greater than 72" above grade corners(at braced wall panels) 732, /, /32 and/ 6 g 16d common(3 y2"x 0.162") 16"o.c.face nail ITEM DESCRIPTION NUMBER AND Intermediate 12%ga.(0.099")shank diameter shall be protected per Code. 16d common(3 Y2"x 0.162") 1611 o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER a'b'e Edges n supports',' 1 g R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected 10 Built-up header(2"to 2"header with y" spacer) (inches) PP 1 2 ring or screw shank nail-minimum •••M+,-.., 3 6 smoke alarms,carbon monoxide alarms,and heat detection �,' ��:"••,. 16d box 3%2"x 0.135" 12"o.c. each edge face nail (inches) i%2,g,2 32 and 4 12%ga. (0.099")shank diameter alarms shall be Installed at all locations shown on the plans. f er•.:•" s lei. .. r^I 5-8d box(2�" x 0.113")' or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 % 6 8 r:`»•",` Z G" '`� (} R315 CARBON MONOXIDE ALARMS. Install at all flotations f ?r`, ".::K- •'" "`� " see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] r 11 Continuous:header to stud 4-8d common(2 y x 0.131 ),or Toe nail [ O p g g) Hardboard specified on the plans. ..t.�;",,:•,p. t'4 ���..,,.,' 4-1 Od box(3 x 0.128 ) 30 �� -y2 6d common(2"�x 0.113 )nail e 1 /long ring-grooved underlayment nail 6 6 R31"1 WOOD DECAY PROTECTION, Lumber specified In the plans 6 12 P P l6d common subfloor,wall as pressure preservative- treated (P.T) shall be In ( ( ) 11) t9 1, _ ,1 ( ,1 „) t P g g(p ) accordance with AWPA Ulpfpor the intended use and location. P P P P lOd box 3 x 0.128x oor62 16„o.c. face nail 0.200 4d cement-coated sinker nail 6 6 p P 12 To late to to late 31 /2 I 8d common nail 2 x 0.131 6 12 Staple 18 a., ion (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel,stainless „ . 12 o.c. face nail „ „ steel,silicon bronze, copper or 1/2 diameter or greater 3 x 0.131 nails IOd common 3"x 0.148" nail;or ( ) Particleboard steel bolts. �•;: '" '� t'.*' ' 32 1�"- 1�" 8d 2%"x 0.131" deformed nail 6 12 ( ) i 4diing-grooved underlayment nail 3 6 , /4 R401.4.1 6EOTEGHNI ,AL: Footings and foundations shall rest on tl Other wall sheathings Staple 18 ga., s long,%6 crown 3 6 undisturbed soil with a minimum load-beorin value of 2poo I�EL'• VERED ICY 2�2 8-16d common(3%"x 0.162");or Face nail on each side of end joint i „ � g 1, . 1/2 galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 psf. Visually graded soils that have this load-bearing value 13 Double top plate splice 12-16d box 3 y2 x 0.135 ,or (minimum 24" lap splice length 33 y" structural cellulosic fiberboard sheathing i „ 3 6 s Y g y g ty ( ) include 6W d 6P- ravel and sand ravel;6MI a 6G-sll and 12-1Od box(3"x 0.128");or diameter,or 1 crown staple 16 ga., 1 /4 long Staple 16 a 1 %long,%crown 3 6 clayey gravel;SW 4 5P-sand and gravely sand;SM d SG-silty each side of end joint) P g and clayey sand. Unsuitable subsoll material encountered 12-3"x 0.131"nails 1 %" galvanized roofing nail %6'head 6d ring-grooved underlayment nail 6 10 g i 5 g g Yin durii excavation shall be excavated and replaced In-situ m' 34 2 3z" structural cellulosic fiberboard sheathing diameter,or I" crown staple 16 a. 1 %" ion / s 3 with /4 crushed stone to a minimum depth of Pa Inches or AOBE.i ' 11 11 P g , g 3 6 �' s Staple 16 ga., 1 /long,/crown 3 6 P O lbd common(3/2 x 0.162 ) 16 o.c. face nail i „ d 1 galvanized roofing nail; staple galvanized, 7 7 weather shall be air entrained stone con walls,exterior p La R4022 CONCRETE Basement walls, foundation Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing „ _ walls and other vertical concrete work exposed to the 3 x 0.131 snails 11 5 „ d 1 4" galvanized roofing nail; staple galvanized, compressive strength of f'r,=3,000 psi at 2b with a minimum p O �u9i long; For SI: 1 inch-25.4 min. 14 16d box 3 x 0.135 or „ days. Porches, 0 blocking(not at braced wall panels) � ( ��z ) 12 o.c. face nail ' a 36 / gypsum sheathing 1 %" long; 1 %" screws,Type W or S 7 7 a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. carport slabs and steps exposed to the weather,and garage r Bottom plate to joist,rim joist,band joist or 3-16d box(3%"x 0.135"); or 3 each 16"o.c. face nail floor slabs shall be air entrained stone concrete with a 0 O P ) ) J '� 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'c=35o0 psi at 25 days. O ill 15 2-16d common(2 X x 0.162 ) or Y g blocking(at braced wall panel) ' c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. � �IL m 4-3"x 0.131"nails 4 each 16 o.c.face nail 6d deformed(2 x 0.120 )nail;or R403.1.4.1 FROST PROTECTION: Exterior footings and foundations , 0 Q 37 %" and less i „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. s stems shall extend below the frost line, i.e.,to a minimum f 8d common(2/ x 0.131 )nail y 0 0 4-8d box(2%"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. 0 X _ 1 8d common(2%"x 0.131")nail;or 6 12 e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. 0 d 0 •• 5 3-16d box(3%"x 0.135"); or 38 3/8"„- 1" R404.1.-i BAGKFILL= Backfill shall not be placed againstm H 1X Z O 4-8d common(2 y" x 0.131"); or Toe nail 8d deformed(2 y"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation wails until cured a minimum of 7 days. Brace top - 0 4-1 Od box(3"x 0.128");or i i 1 Od common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speee is less than and bottom of wall during backflll placement. O u- 4-3"x 0.131"nails 39 1/ - 1/4 ( i „ „) 6 L- ___ T12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using 0, � O 16 Top or bottom plate to stud 8d deformed 2/ x 0.120 nail R502.1 WOOD FLOOR FRAMING: Load bearing d►rmension lumber ,, `` 0 V , the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer V O 3-16d box(3%"x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus J I < � For SI: I inch=25.4 min, 1 foot=304.8 min 1 mile per hour=0.447 m/s; I ksi=6.895 MPa. E=2.0 x 10"6. (� to N w 2-16d common(3 12 x 0.162"); Or End nail RbO2 WOOD WALL FRAMING= Load bearing dimension lumber shall 1-] 1Q t�K V Z 3-1 Od box(3"x 0.128");or 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum Li Z sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. - < 3-10d box(3"x 0.128");or 0.192 inch 20d common nail 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 a,b,e d ( )' g g ' WALL SHEATHING USED TO RESIST WIND PRESSURES R,02.3 GYPSUM BOARD: All interior walls to be (covered with Xz F- �� I� 17 Top plates,laps at corners and intersections 2-16d common(3 Y2" x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockled and panted;unless otherwise Z 3-3"x 0.131"nails b. Staples are 16 gage wire andhave a minimum %6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN noted on plans. `p)' - 3-8d box(2%"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM WOOD MAXIMUM PANEL NAIL MINIMUM NAIL NOMINAL WIND SPEED V„ti R703.3 SIDING: Exterior wall covering shall be vinyl siding tested _V } lu � d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed J IL O 2-8d common(2 y2"x 0.131");or Y Y P PP Y PANEL (Mph) with Fasteners In strict accordance with the manufacturer's 0 = Q DC 18 1"brace to each stud and plate " 11 . Face nail e. S acin of fasteners not included in this table shall be based on Table R602.3 2 PANEL SPAN SPACING 2-10d box(3 x 0.128 ),or Spacing O• Penetration THICKNESS Edges Field Wind exposure category Instructions for hig�h-wind regions. Use stainless steel nails for u- N f. For wood structural panel roof sheathing attached to able end roof framin and to intermediate su orts within 48 Size RATING (inches) g p g Y fastenin vinyl I siding on bvlldt located within 3poo feet of LL O 2 staples 1 4" P g g g pp (inches) (inches) (inches o.c.) (inches o.c.) g C D the ocean inyl g p inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less m 3-8d box(2 y"x 0.113"); or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common 1.5 24/0 % 16 6 12 140 115 110 RbO2.1 WOOD ROOF FRAMING: Load bearing dimension lumber 2-8d common(2 V2"x 0.131"); or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall be 19 1"x 6" sheathing to each bearing 2-1Od box(3"x 0.128");or Face nail g• Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 1 140 135 Douglas fir-larch No. 2 or better. P g g g 2.5 x 0.131 1.75 24/16 %6 2 staples, 1"crown 16 a., I 3/" ion sheathing shall conform to ASTM C 208. ( ") 24 6 12 140 1 115 110 R806 ROOF VENTILATION= Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: MAY 2023 vented space within the soffit. Attic is unvented. 3-8d box(2 2"x 0.113");or blockingand at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges p P Y P g g P g PP P g 3-8d common(2 X2" x 0.131")• or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 min 1 mile per hour=0.447 m/s. RcIO52 ASPHALT 5HIN6LE5 Asphalt strip shingle wrappers shall ' PP Y g q g• g g P g p rP p p 9 Pp 3-10d box(3"x 0.128");or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to indicate compliance with A5TM D-1155 Glass G 3 staples, V crown, 16 ga., 1 %4" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or A5TM D-3161 Glass F,and shall be fastened in NOTES PP Y g g accordance with the manufacturers instructions to achieve Face nail p g j ,p inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use ' Zp I"x 8"and wider sheathing to each bearing Wider than 1"x 8" i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on g• p P g one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 5,000 feet of 4-8d box 2 Y2"x 0.113" or saltwater. ( )' the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2%"x 0.131"); or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. C. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R1006.2 AIR SUPPLY: All combustion air for factory-bunt 3-10d box(3"x 0.128");or span rating. Plywood siding rated 16 o.c, or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling A - 12 4 staples, V crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING m t JOIST D ETAI L�> Plate nail-16d(0.135"x 3/z")at Load bearing or braced/shear wall 7above(must stack over wall below) Load bearing or braced/shear wall above Plate nail, 16d(0.135 x 3 Y") 12"on-center 9 Plate nail, 16d(0.135"x 3:/2") When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- Blocking panel: 1Y6"TJ®Rim Board, 1 (must stack over wall below when present) ALLOWABLE HOLES - TJ 1® Joists at 16"on-center at 16"on-center - ® @ j No load bearing trim sheathing tongue at rem board 16' on-center 8d(0.131"x 2Yz")at 6"on-center Ya TimberStrand LSL or TJI joist. Z Blocking panel: Web stiffener wall above Min.distance from Table A Min.distance from Table B 1Y2"hole may be cut Q 1Y8"TJ®Rim Board, 1 a" Plate nail-16d(0.135"x 3Y2") Blocking panel: anywhere in web out- required on both Web stiffeners required on 2x4 minimum Web stiffeners 1 DO NOT TimberStrand® LSL or at 16"on-center* IV'TJ®Rim Board, side of hatched zone skies at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1 „ cur or notch flange. g at B3W ONLY 1/4 TimberStrand® LSL TJI"joist Floor panel nail- boundary nails, or TJI®joist , 8d(0.131"x 2Yz")at 6"on-center* 8d(0.131"x 2Y2")a 1%"TimberStrand® Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. yie"-, Web stiffeners 6" O 129 •• 11 6' Z required on both nail each side at A3._W B1 B 1 W sides of both joist 6" L, 2 x D1 D, Closely rou ed round L 2 x L D Toe nail-10d(0.131" ; 1 y grouped 2 z z Toe nail, Toe nail, 1Y"TJs Rim Board A3/A3W When sheathing ends at B4W ONLY No freed cut minimum holes are permitted if O ( x 3")at 6"on-center minimum No field cut Do nor cur 10d 0.131"x 3" 10d 0.131 x 3" TJIe rim joist thickness exceeds%", 12" Web stiffeners re aired DO NOT holes In (applies to all holes the group perimeter ( ) ( ) j Only)Or q End Of OIStS at holes In holes larger at 6"on-center at 6"on-center ® trim sheathing ton ue min• j hatched meets requirements for hatched + 1Ya"TimberStrand LSL. g g For rim board thicker than 1 Y4' on both sides at B1W cut holes In cantilever except knockouts) than 1/^In IL Centerline zones round or square holes. zones cantilever TJI®rim joist at rim board and B2W ONLY reinforcement. q (� Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3') of support Toe nail-10d(0.111"x 3") Table A - End Support LU required on both Must have 13/4"min/mum Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp at 6"on-center P P 9 9 P Y q sides at A1W ONLY joist bearing at ends. Attach * support all panel edges -Connect corner with four 1 Od(0.128"x 3")nails.Toe B2 B2W 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 O tD Al Al W* A2 A2W* r g A3 A3.1 A3.2 A3.3 PP P g nail from side of parallel closure into rim board. walls above or below-see detail B1 B3 B3W below-see detail B1 B4 64W pp z O O rim joist per A3 detail. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installations specifications see Rim Board A3.4 A3.4�k DEPTH 2- 3' 4" 5- 6Y" 7" 8Y," 11' 13" z" 3' 4" 6- 6y^ 7•' Br/^ 1t" 13" ry *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 tA3.2 A3.3 P Nail through 2x cantilever,wood backer andO O O y W 1 1 110 1'-0" V-6" 2'-0" T-0" 6-0" V-0" 1'-6" 2'-6" 3'-0" 4'-6" W Weyerhaeuser Installation Guide for Floor and Roof Framin ,TJ-9001. Details and Installation in Weyerhaeuser Installation Guide 1/e"TJ®Rim Board or 1/a"TimberStrand® LSL. BlockingTJI®joist web with 2 rows 10d(0.148"x 3") y g for Floor and Roof Framin ,TJ 9001. 9'z^ z10 r-o^ r-s° r-s* a'-o' S'-s° r-o^ 2-0° r-s' a'-o° 5'-0" d 1 1 9 Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 V-6" 2'-0" 2'-6- 3'-6" 5'-6" to and bottom flange.Nail to blocking P 1 , V-6" 2'-0" T-0" a•-0" 5'-6" - ( 1 6 26" 36" 50 56 p g g panel Use 16d 0.135"x 3 2')Halls with 32"TJI® 36o r-s" z'-o~ 3'-0^ a'-o" s'-o" with connections equivalent to floor panel joist flange widths. 560 1•-6" z'-s" 3'-s•' s'-o• 7'-0" 2'-0" 3'-0^ a'-o" 5'-6" s'-o" ` 110 1'-0" V-0~ V-6" 2'- . 2'-6" T-0" 5'-6" V-0" V-6' 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" # f 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- 1Y6"TJ®Rim Board 1Ya"TimberStrand® schedule. z10 1'-0" 1'-s" z'-o" z'-o" 3'-0" 3'-s" s••o" 1'-0^ 1'-s" z'-s" 3'-0" 5'-0" s'-s" 6'•s' _ reinforcement and filler 16"deep blocking panels;6"diameter length8"diameter maximum hole for 11/6 block.Use 4'-0"length maximum for blocking panels 9Yz"deep LSL.Nail with 10d d bng. ottom "x 3")nails, Attach reinforcement to joist 11%- 230 V-0" V-6- 2'-0"' 2'-6" 3'-0- T-6" 6'-6" 1'-0" 2'-0" 2'-6" T-6" 5'-6" s'-6~ T-0"%"rinf of 7 "- one each at top and bottom flange. with one 8d(0.131"x 2%") 360 1'•6" 2'-0' T-0" T-6* a'-s" 5•-0" T-0" r-6- 2'-6" T-s^ 4'-6" 6'-6- 6'-6" T-6" /q reinforcement On P g P F1 applies to 560 V-6' 2'-6- 3'-0" 4'-0" s'-6" 6'-0" 8'-0" 2•-6" T-6" 4'-6" 5'-6" T-0" T-6" 8'-0" 3 �� 16"deep blocking panels;6"diameter with 9Yz"and 117/6"TJI® or shorter not cut flanan 12" ges. Attach reinforcement to joist nail at each corner 110 1•-0" 1'-0^ 1'-0' 1'-0~ 1'-s^ 2'-0" 3'-0" 5'•s^ 1'-0" 1'-0" 1'-s^ 2•-0" 3'-s^ a'-D^ s'-o~ 6'-0^ 8�diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9Yz" joists. g 1 Web stiffeners /6 16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 22") Horizontal blocking uniformly z10 r-o" r-o" r-0" r-6" r-o" r-0" 3'-6" 5'-0" r-o" r-o" 2•-0" r-6" T-o" 4'-0' s'•6- 6'-0. Load from above required on both diameter maximum for blocking 1Y6"TJ®Rim Board 1Y4" nail at each comer 1 Do not cut flanges. panels between each loaded joists 14" 230 r•o" r-o° 1'4' r-6" 2'-6' 2'•6^ 4'.0" 7-0" r-0- r-0" T-o" 3'-0" 4'-0' T-0" 7'4' 9'-0- sides at E1 W ONLY panels 92"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with „ only. 360 V-0" 1'-0- 1'-6" 2'-6- T-6- 4'-0" 5'-s" 6'-0^ V-D" 1'-6" 2'-6" 4'.0" s'-0" s'-s" 560 1'-0" 1'-0" T-0" T'0" 4'-6' F-0" F-15" 9•-0" V-6" T-0" 4'-0" 5'-0" 7'-0" 7'-6" 9'-0" 10'-01 12"long. 10d(0.131"x 3")nails,one 12"length of3/" connections equivalent to Wood �'�•����� z10 1'-0" r-o" r-o" r-o" r-o° r-s^ z'-s" 3'-s° s'-o° r-o° r-o" r-o" z'-o" 3'-0" 3'-6" s'-s~ s'-o^ Do not cut flanges. IV'TJO Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer oaf e,1 ot`1`1� O -01 TimberStrand® LSL.Nail with 230 0 one side at E5, 12"length of 3/" i��e ec ca���oa�S 76" 3so r o" r-o" 1'-0" 1'-0" z'-s^ z=6" a'6" s's" s=o" 1'0" 1=0" 1s° 3'-0" 5'-0° s s" T-0" 1D o^ 11=s" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on one e 1Iz e� tit` each at top and bottom flange. c joist web with 3 rows Full depth vertical i id a���� �,� ��40 5so r-o° r-0° r-o^ r-o° r-s^ 3'-0^ 5'-0° T-s^ 10'-0" r-D" z'-0- T-0" 4'-6" 6-s" r-o" 10'-0° 1r-o^ 1z'-a' 10d(0.148"x 3")nails at 6" blocking between at E7,both sides at E8 F1 ° �e�9 �� 4" 5" 6" 7" 8" 10" 12" 15" 17" l' 5 6" 7" 8" 10" 12" 15~ 1r Attach reinforcement on-center,clinched.Use 2 each joist 36o r-0" r-o" r-0" 1'-0" 2'-0' 4'-0- s-6" 1V-0" r-o° 3'-0° a'6° s'-o" 10'-0° 1r-0° 13'-s^' 2x4 minimum o %" %" Less than 5" ET ES Less than 5" 16„ to joist flange with 2' kN rows with 9 and 11 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'6" 7'-0" 11'-0" 2'-0" T-6" 5'-0" 6'-6" 8'-0" 11'-0" 12'-0" 14' squash blocks �„ 8d(0.131"x 2Y2'")nails at 6" �a+�� TJI®joists. * 20 360 v-0" 1'-0' 1'-o" ,r o" 1'-0" 2'-0" 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" 1'-6" 3 0 4 6 6 0 11 6 14 0"' 15'-6" 1Ya"TJ®Rim Board or Z \mutt` on-center.When reinforcing E5 E6 L Gap • WEB STIFFENER ATTACHMENT 56o r-o° r-o^ r-o" r-0" r-o^ z'-o° a'-6° s'-o° 1r-s° r-o" r-s° 3'-s" s-o° 7'-0" 1o'-s° 13'-0' 1a'-s^' 16'-0" CS Use 2x4 minimum squash blocks to ® Face gram ad y"minimum 1Ya"TimberStrand LSL. t<` both sides,stagger nails. 3 „ transfer load around TJI®joist E1 E1W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%2"TJI@ joist flange widths 1„ 22 maximum Table B - Intermediate or Cantilever Support nails,one each at top and (%"for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Option#1: 560,560D See sizes below. TJI® bottom flange. ) JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply TJI®joist blocking with end DEPTH A I subf/oor 1 9 � Web stiffener both sides. z" 3" a" 5" sY•' r e/" 11^ 13•• z" 3" a" 5'• s%" 7" 6%" 11^ 13•• adhesive to all blocks installed at%joist-span See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" T-6" 4'-6^ 7'-6" 1'-6" 2'-s" T-6• 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using p PP Hanger height must ® 1 „ contact surfaces below,Install web stiffener tight to top flange 91" 210 2'-0" 2'-6" 3'6' S'-0' 8'-0" T-0" 3'-0" a'-0" 6'-6" T-6" Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum/a overhang g two 8d(0.113"x 2%") g (gap at bottom flange) 0 T-6" 4'-6" 6'-6- 7'-6" be a minimum of s0% Flashing Ti ht fit* 230 2'-s" 3'-0" a•-o^ 5'-6" e'-s" 2'_ " of joist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0- 4'.0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5•-6" 7'-6- 8'•0" nails when possible. flange with face mount hangers). aP 1 Nailing Requirements 560 3'-6" s'-o° s'-0" 7'-6 1o'-D" a'-o° s-s" s'-6° 6'-0" s'-o° Clinch nails when possible. Treated 2x o`SLsQ 2/z screws, TJIe Joist Series Depth Minimum Web Number Nails 110 1'-D" r-0" r-s" 2'-6- 4'-0" 4'-6- 8'•6" r-o° r-s^ z's a'-o" r-~ T-o° " P ' ledger ,��� �a�' typical (in.) Stiffener Size Type End Intermediate 210 1'-0" V-0" 2'.0" T-0" 4'-6" F-0" 9'-0" 1'4' z'-0" T-0" 4'-6" 8'-0" 8'-0' 10'-0" See fastener 110 5 516 11%" 230 1'-0" 2'•0" 2'-6" 3'-6' 6-0" 5'•6" 10'-0~ V-0- 2'-6" T-6" s'•0" V-6" 9'-D" 10'-6" 1Y6"TJ®Rim Board or 11/a" All /8"X 2/ ""' s 360 T-0" T-0" 4'-0" 5'-6" T-0" 7'-6" 11'-0" T-0- 3••6" 5'-0" T-0" 9'-6" 9'-6" 11'-0" table below.Maintain 210 All Y4"x 2516"(') Sd 560 V-6" T-0" 4'-6" 5'-6" 8'•0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" F-0" 10'-6- 11'-0" IT-0- hanger mount '�•- 2"distance minimum from TimberStrand" LSL. 7 ,. 5 i+1 0.113"x 2%") hanger (minimum) Option#2: 230&360 All / x 2 16" ( 3 3 110 r-o° r-o" 1'-0" 11-0" 2'-0" z'-s" 4'-6" 8'-6" r-o^ r-a' r-0" 2'-6" 5'-0" 6'•0" 9'-0" 12•-0 edge of ledger to fastener. 1 2X strapping installed at/ 16d -- 1'-0- V-0" 1'-0" 2'-6" 3'-0" F-6" 9'-6" 1'-0" V-0" 2'-0" 3•-6" 6'-0" T-0" 10'-0" 13'-0 Face mount Backer block joist-span locations using two 2 560 All 2x4'2' 1 „ 14" 23D r-o^ r-0" r-0" r-o• T-6" 4'-0" 6'-0" 10•-6' r-o- r-0" 2'•6" 4'-0" s'-13" T-6" 1 r'•0" 13'-6"' Allowable Load(Ibs) 12"screws per joist,typical (0.135"x 3/z ) 3so r-a' r-o" z'-o" 3'-s^ s-s° 6'-0" 8'-6- 12'-6- r-o- 2'-0' 4'-0' 6-6- 9'-0- 10'-0" 12'-0- 14.4, hanger both sides of web 18" 4 4 560 1'-0" V-0" V-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" T-0" 10'-0" 11'.0- 13'-6" 15'-0" with Single TJI®jOeSt Fastener 1}r4"TimberStrand® 1%B"TJ®Rim Board LSL rim board 16d 1 Option#3: 560D 20 2x4'Z> 5 5 210 r-a' r-o° r-o° r•o° r-o° r-o" 3'-6° s•-o^ 10'-0" r-o• r-D^ r-o" r-s' a'-s" s-s" 1a-o^ 1r-6^ 16'-0- Web stiffeners required if sides of /z"lag bolt 610 480 Directly applied ceiling 22"roe (0.135"x 3%") 6 11 230 r-o" 11•0" r-o° r-o" r-s° r-o" 4'.0" 6'-6" 11'-0" r-0" r-0" r-0" 2'-6- 5'-0° s'-D" 10'-6. 13'-6* W-6" With top mount hangers,backer block required only Y PP 9 1s" H 1 hanger do not laterally support at H2 H3 24""' 6 13 3so r-o" r-o^ r-o" r-o° 3'-0" a'-o- 6'-6^ 10'•D^ 13'-6- 1'-0- V-0" 2'-0' 4'-0" T-6" 8'-6" 13'•0" 14'-6" n'-0" 3 ®• for downward loads exceeding 250 Ibs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 O least/"cf TJI joist top flange O LA When specified on the layout,one of W 1 PS1 or PS2 sheathing, 560 r-o° 1'-0^ r•o" r-o" 2'-6" T-6" T-0" 11'-0" 15'-0* 1'-0" 1'-0' 3••6" F-6- 9'-0' 10'-0' 14'-6" 16'-0' 18'-o" conditions.For nailing requirements see page 5,TJ- O the bracingoptions above is required O ( ) face grain vertical " p q 2 Construction grade or better 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17- 9001,Weyerhaeuser installation Guide for Floor and ( ) 9 � l 1 Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 18„ 360 V-0~ r-0" V-D" 1'-s" T-D" s'-0" 9'-0" 15'-0" r-o' r-6" a'-o° s'-6" 9'-0° 14'-6" 16'-s" 19'-6"' v 560 1'-o" 1'-0" 1'-0" 1'-0" 2'-0" V-0" 10'-0" 16'-6" 1•-0" 3'•6" 6'-0" 8'-6" 11'-6" 16'-6" BEAM DETAIL, FASTENING of FLOOR PANELS 360 1'-0" r-o" r-0- r-0- r-o- T-0- 6'-0" 11'-0° 15'.6- r-o' r-o" 1' a'-o" 7' Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 1_I-1 m ( 0 560 1':0" 1'-0" 1'-0" 1'-0" 1'-D" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6' 14'-0" 17'-6' 19'-6"' 20'-6" TJI0(1)(2) Rim Board 1�• TJI®Joists 110 210 230or360 560 Rectangular holes based on measurement of longest side. Nail Size 110,210, 360 and ® TimberStrand®LSL Microllame Parallam® , , (11 Z fQ BEARING FOR DOOR BEAM TO BEAM BEARING AT a"TJ Ri 1Y" Depth 9'yz"or 14„ 9/"or 14"or 9/"or 14"or 18"or r 14"or 18"or • Leave Y"of web(minimum)at top and bottom of hole. DO NOT cut jolst flanges. W 1 OR WINDOW HEADER CONCRETE WALL and 5so Board TimberStrand®LSL or wider LVL PSL P 16" 3 Ills" Z W Z Lu BEARING AT WALL 11/a" 11/s" 11/a' 16" 20" 16 20" • Tables are based on uniform load tables in current design literature. Z_ CONNECTION 9 Z Z 4 '- dJ W 8d(0.113"x 2Yz"),8d(0.131"x 2%") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+%" 2x8+e" 2x6+Y2" 2x8+j2" 2xl2+y" Two Two Two -. J ly Q J W iye TJ@ Rim Board or Strap per code if top plate Detail H2 2x6 2x8 Sheathing • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located - d) Z 10d(0.148"x 3"),12d(0.148"x 3%") 6" 4" 4" 4" 4" ( ) g sheathing sheathing sheathing sheathing 2x6 2x8 2x12 at the center of the joist span provided that no other holes occur in the joist.ot V ,-- 1/4"TimberStrand® LSL or Is not continuous over 1 P 16d 0.162"x 3�" Cantilever 2x6 2x10 2x6+3/" 2x10+32" 2x6+y" 2x10+)z" 0 ti1� r O blocking for lateral support header ( ) 6" ai 3 a 8" 6" Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing appliccable Not applicable ALLOWABLE HOLES - Headers and Beams ILI a Z o Z (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners is pem tied two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long V-0"long \ Uji panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fasener spacing for Backer Block 01I ® OL � / iv W Strap per code if to blocking is less then spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. .55E TimberStrand LSL Headers and Beams _ P P P :'•:' 9 P 9 9 9 1 Detail F1 $ " 3 " 3 " � ^ � " --t plate is not continuous ( ) p g applications, p P staggered. ( / or/ / or/ 2 or V Net 2x6 2x8 2x12 ll1t�� < O (� 2 For non-diaphragm m a lications,multiple rows of fasteners are permitted if the rows are offset at least and sta ered. or H2) IY _� lD (� over column (3)With 10d(0.148"x 11/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the QDDQ O } Q Top mount (4)Can be reduced to 4"On-center if Hall penetration into the narrow edge is no more than 1 e"(to avoid splitting). (1)If necessary,increase filler and backer block height for face mount hangers and maintain/s"gap ar rop of joist;see detail W.Fillerand backer largest hole(minimum) Q b jock dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24"minimum for filler blocks). hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). Y depth N Q Q (� Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Q Column Face mount 9 9 P 9 9 q 9• 9 P hanger wood from direct recommendations listed above. '7 contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser installation Guide for Floor Wi L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,T✓-9001. o o Z ■Nailing rows must be offset at least Y"and staggered. 0 0 0 0 0 1.55 E TimberStfanidO LSL y literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 YZ')nails If minimum penetration of 1"into the TJI 0 joist or rim board is achieved. •� ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally Supported at Header or Beam (Maximum Round cantilever and end bearings by blocking Depth Hole Size (� Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Y4"-9Y2" 3" g" 8„ 1*44"-11%" 3%" TJI®joist framing does not a rim board or rim joist. Fastener Installation Requirements O 14"-16" 45/" require bridging or mid-span E1 General Notes See illustration for allowed hole zone Piece #of Fastener blocking • Allowed hole zone suitable for headers and beams with Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners dre required on both g uniform and/or concentrated loads anywhere along the member, f •„e+*". sides,stagger fasteners on the second f .•"{*t• (2" z) • Round holes one <,T n •1.' BEARING AT 10d nails 3" 3 12„ side so they fall halfway between Y . • No holes in headers or beams in lank orientation. q COLUMN 2 12d-16d nails 3 y" 2'2j One side fasteners on the first side. p !.-� i..� "r• '(' �°�•^ � Screws 332"or 3Yz" 2 24" H2 10d nails 3" 3'2 DO NOT bevel cut joist •ry r f 12" Both sides Al0 joint Other Trus Joist® Headers and Beams beyond inside face of wall. Microllam@ LVL Bi Y•" �� ` ` (,e i Rim board 12d-16d nails 3/4' , 2 1 2 E2 between joists DO seat cuts 3 g 1.3E TimberStrand® and Parallam@ PSL r, • e A;'• 13/" 3%"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the - ''"'° "•'*"" �.^'''` Screws 2 24" Load must be applied evenly across 3. Y depth ,n;:,,, A� face ofsu ortmember. largest hole(minimum) +,r•;; '' [.; t 0". 5" One side entire beam width.Otherwise,use �/ pp " �° Verify column capacity 10d nails"' 3" 3"' One side connections for side-loaded beams. DO NOT cut,notch or drill , and beam bearing 12" er I DE IVERED .r°1taY < <023 L5 length.See current 4 12d-16d nails"' 3Ya" 21s, (P PY) d 0 o o Illustrations and tables. holes In headers or beams O Weyerhaeuser literature, 5"or 6" Both sides -I- y Screws 2 24" Multiple pieces can be nailed or bolted together to 0 o 0 6 3/4" One side TJIe)rim joist CS L6 form a header or beam of the required size,up to a 1 Mlcrollam@ LVL and Other Trus Joists Beams 5"or 6" Both sides maximum width of 7" 1%"TJO Rim Board or 1%" Parallam@ PSL Header or Beam Maximum Round Screws 2 24" L3 ® allowed hole zone De _ TimberStrand LSL. Depth Hole Size If) 3y2" 2 6 3/4' One side O ' middle�span 43/" 1" Q �"bolts 8" 2 24" - V (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM L1 d 1.3E TimberStrand@ LSL allowed hole zone d 1 "-2 1�a O 0 -� COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. B1 H1 7/4 20 2 O Q � � (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. see illustration for Allowed Hole zone General Notes Q � -' 1 t11 m BEAM ON B2 Allowed hole zone suitable for headers and beams with uniform loads only. Q=oo �0 NAILING AT BEARING FLOOR L5 Round holes only Q N lu COLUMN CAP (FLOOR) B3 • No holes in cantilevers. IL fn TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist Q Q 1 ® (Load bearing wall above) No holes In headers or beams in plank orientation. O O Z r x 1/e"TJ Rim Board or _ 'V� 1�"TimberStrand LSL. ( One 10d 0.128"x 3" floor panel ede is supportedp P O Q }- 1 ® ( ) Joist may be shifted u to 3"if Use Or B2 at Q K 1 nail into each flange P gO B4 intermediate bearings WARNING to lr- � M Z o One 8d 0.113"x 22") ands an ratingIs not exceeded. m with load bearingor Q O nail each side.Drive Do not cut Joist flanges. Joists are unstable until braced laterally l Z ),L nails at an angle at braced/shear wall13 g Plumbing Drop j from above Bracing Incudes:stn t Lines O OC Q � O �- P1 least 1yz"from end. • Hangers • Rim Board • Rim Joist O< < O Q O End of joists • Blocking • Sheathing • 1G at centerline �-� 3%"minimum of support L2 I J COLUMN BASE 3 • intermediate bearin W W Z 1/'minimum end bearing g Also see detail B2 (K single-family applications 5%"may be required l < for maximum H1 - < W p- l WV Z Shear transfer.Connections equivalent capacity O O - H < to floor panel nailing schedule e Z xW � ,': ;•», Rim to TJI@ Joist O O , DO NOT walk on joists DO NOT walk on joists DO NOT stack building < -1 OL 1Y8"TJ®Rim Board TJI®560 rim joist:Toe Additional joist is required if O until braced. that are lying flat. materia/s on unsheathed 4 Z 1%"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported t4 O INJURY MAY RESULT. joists.Stack only over P2 TJI 110 rim joist: nails,one each side of or if span rating is exceeded. !' WARNING NOTES: beams or walls. Q O O Exterior Deck Lack of proper bracing during construction can result in serious J lu One 10d(0,131"x 3")nail TJI®joist flange TJI®560 O LA DO NOT use sawn into each flange floorjoist '•,: .:• ;• Attachment lumber for Am accidents,Observe the following guidelines: O Structural g g O O TJI®210,230,and 360 rim INSTALLATION TIPS ° O board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed.sheathing P y p p y tL ELEVATED joist: o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also Ibe COLUMN BASE One 16d(0.135"x 3y2")nail •Subfloor adhesive will improve floor performance,but O after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Ul O 1%"minimum bearing into each flange may not be required. O Use one 3.Safe bracing of 1x4 minimum must be nailed to a braced end wall or sheathed area as in note 2 and to each to Top view Y Safety g (minimum) ( ) Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts at o H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. extended to a braced end wall. 6.The flanges must remain straight:�:..,•:.»,• 1Y6"TJ®Rim Board or 1Ya^ for squash blocks or blocking panels. approximately Fasten at each joist with 9 within 1l2"from true alignment. TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Yz')nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or Ooating on this DATE: MAY 2025 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .com/inform. Optional plumbing or HVAC. P3 non-shrine; flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam 1-JOIST DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered traidemarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000.For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER 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. A - 15