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oF soalyo`o Town of Southold * P.O. Box 1179 c� 53095 Main Rd �y�ouxrr� ' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46678 Date: 11/12/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 265 Arshamomaaue Ave Southold, NY 11971 SecBlock/Lot: 56.-2-14 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/02/2024 Pursuant to which Building Permit No. 51601 and dated: 02/03/2025 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 an unfinished basement, covered front porch, rear patio, rear covered porch, and attached garage as applied for. The certificate is issued to: 265 Arshamomague,LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0419 10/11/2025 ELECTRICAL CERTIFICATE: 51601 9/08/2025 PLUMBERS CERTIFICATION: Gene Kleine 9/15/2 uth ed ig ture ofSn&lyo6 TOWN OF SOUTHOLD BUILDING DEPARTMENT ko��000NT• TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51601 Date: 02/03/2025 Permission is hereby granted to: 265 Arshamomaque LLC 3 Sandie Ln Manorville, NY 11949 To: Construct new single family dwelling as applied for,with Trustees&DEC NJ letters and SCHD approval. Premises Located at: 265 Arshamomaque Ave, Southold, NY 11971 SCTM#56.-2-14 Pursuant to application dated 12/02/2024 and approved by the Building Inspector. To expire on 02/03/2027. Contractors: Required Inspections: Fees: CO Single Family Dwelling-New $100.00 Single Family Dwelling-NEW $3,168.50 Total 3 268.50 ------------------------------ Building Inspector pF SO!/jyQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q 01yeOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 265 Arshamomaque LLC Address: 265 Arshamomaque Ave City: Southold St: NY Zip: 11971 Building Permit#: 51601 section: 56 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Big Bear Electrical License No: 43841ME SITE DETAILS Office Use Only Indoor I✓ Basement I%,- Service Solar F Outdoor ry-, 1 st Floor W Pool r Spa F Renovation F 2nd Floor rv— Hot Tub r Generator F Survey f Attic Garage Battery Storage INVENTORY Service 1 ph rv—* Heat Duplec Recpt 53 Ceiling Fixtures 8 Bath Exhaust Fan 4 Service 3 ph r— Hot Water Gas GFCI Recpt 15 Wall Fixtures 8 Smoke Detectors 8 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 72 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 7 Dryer Recpt Gas(2) Emergency Strobe Heat Detectors 1 Disconnect Switches 62 4'LED Exit Fixtures H I Other Equipment: Fridge, DW, Oven, Hood, Micro, W/D(2), Dehumidifier, Cooktop, 200A Panel 40 Circuit/40 Used Notes: Two Story House w/ Unfinished Basement Inspector Signature: X Date: September 8, 2025 Sean Devl Electrical Inspector sean.devlina_town.southold.ny.us 265Ars h am o m aq ueH o use Town Hall Annex may► y�► Telephone(631)765-1802 54375 Main Road .t P.O. Box 1179 y 2 Southold, NY 11971-0959 • '�djQd jog BUILDING.DEPARTMENT Y d TOWN OF SOUTHOLD ;4 5 2p25 CERTIFICATION 4� Date: Wp��es4;d ( 1 2� - Building Permit No. 0 Owner: (Please print Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this \Abe day,of S 20_-)5 Notary Public,S,&, County =CHRISTINEVAZQUEZate of New York63070266uffolk Countyires June 30,2026 1 �Qo l �o�aOF SOUTgolo g # # TOWN OF SOUTHOLD BUILDING DEPT. . °ycoum, 631-765-1802 INSPECTION [✓� OUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ]. FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O- [ ]. RENTAL REMARKS:- ca 2ov ale, cr � C n 50 s G/L 4-4 v dh sok v mev4it 1 r s - DATE �'Tas INSPECTOR. So # # TOWN OF.SOUTHOLD.BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION.1 ST/ REBAR [ ] ROUGH PLBG. [ ] F UNDATION 2ND - [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE:& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ - ] RENTAL REMARKS: W4 ,�j �)''►'�� / �� �� i� O2. �20 i CIO 0—u -- DATE - INSPECTOR . �-- �o,\\pF SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `yco 765-1802 t �� (> INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ rFRAMING DATION 2ND [ ] INSULATION/CAULKING[ /STR�G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R A KS: 1,010 (DoL--- V)cvaik - % DATE INSPECTOR �ox\pF SOGTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 . INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ . ] ROUGH PLBG. [ ] FOUNDATION'2ND [t,�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: O yW a.( ( 5 u l�-�;o-r� or ea v�I�-a►-c,�, k . kouse. needs h& 701 1« A-,7h m 1 Q�t,VI V�544A— _owk 610 aje42 d oop lens U L4 DATE , S-I`l-,2 - INSPECTOR OF SOGIy�� — --- # # TOWN OF SOUTHOLD BUILDING DEPT. cOU 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [- .] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ .] PRE C/O [ ] RENTAL REMARKS: o/v An� r G� r L Y DATE INSPECTOR �o�aOF SOUIyOIo ,57 W �� # # TOWN F SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: lei" 4,1-&-A A AA7 e 1411 DATE INSPECTOR l Of 50UT��� # TOWN OF SOUTHOLD BUILDING DEPT. �Ty000M1,� 631-765-1802 o INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATIO/�N/CAULKING [ ] FRAMING /STRAPPING [ FINAL 0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l �'' { Pf &ellM� 41,04vq-% J DATE Y> INSPECTOR Envelope Leakage Test Testing Company: Technician: Name: Energy Rating Service Inc Name: Matt Wahl Address: 35 Tellar Dr Credentials: RESNET Certified Islip Terrace, New York 11752 HERS Rater#2572845 Phone: 631-566-8439 Email: energyratingservice@yahoo.com Building Information: Customer Information: Project ID: 265 Arshamomaque Ave Name: Address: 265 Arshamomaque Ave Address: Southold, NY 11971 Geo-Tag Data: Latitude: 41.070517 Longitude: -72.411419 Ti mesta m p: 2025-09-02 13:18:43 Measured Leakage: 1.63 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Final Purpose of Test: ACH50 2020 ECCC OF NYS (R402.4.1.2) Measured CFM50: 966.1 (+/-4.8%) Effective Leakage Area: 35.3 in Building Volume: 35,465.0 ft3 Enclosure Surface Area: 0.0 ftZ Coefficient(C): 40.4 (+/-32.3%) Exponent(n): 0.811 (+/-0.090) Correlation Coefficient: 0.99818 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 70 OF Outdoor Temp: 72 OF Altitude: 27.0 ft Time Average Period: 10 seconds Test Date and Time: 2025-09-02 14:03:03 2000 • Depressurize CD _ as • 300- -. m 1 F 100.__ 1 I 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) A Envelope Leakage Test Test Readings: Target (Pa) Bldg-(Ea) Adj Bldg(Pa) Fan (Pa) Flow (cfm) Config Baseline -1.1 -48.0 -48.6 -47.5 -27.0 947.6 Ring A _ -60.0 -63.5 -62.4 -37.9 1,118.4 Ring A -35.0 -34.2 -33.0 -136.5 693.1 Ring B -23.0 -29.9 -28.7 -103.1 603.2 Ring B -15.0 -20.8 -19.6 -56.3 446.6 Ring B Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 12828 Calibration Date: 2022-11-18 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.0 (238), ©2024 The Energy Conservatory, Inc. Page 2 of 2 Y ACCA Manual DJS HVAC Load Calculations for Residence 265 Arshamomaque Ave Southold, NY 11971 R122221VACHVAC LoADs Prepared By: Matt Wahl Energy Rating Service, Inc Islip Terrace, NY 11752 631-566-8439 Wednesday,April 24,2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Page 2 [Project Report General Project Information Project Title: ACCA Manual DJS Project Date: 04/23/2024 Client Name: Residence Client Address: 265 Arshamomaque Ave Client City: Southold, NY 11971 Company Name: Energy Rating Service, Inc j Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-566-8439 Company E-Mail Address: energyratingservice@yahoo.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a j Summer: 83 71 56% 50% 75 30 Check Figures --- _� Total Building Supply CFM: 2,600 CFM Per Square ft.: 0.804 Square ft. of Room Area: 3,232 Square ft. Per Ton: f 833 Volume (W): 38,888 Building Loads Total Heating Required Including Ventilation Air: 525110 Btuh 52.110 MBH Total Sensible Gain: 41,478 Btuh 89 % Total Latent Gain: 5,109 Btuh 11 % Total Cooling Required Including Ventilation Air: 46,587 Btuh 3.88 Tons (Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I I I i I i ' I l D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday,April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 _ Page 3 Load Preview Report------------------ � Nei ft. Sen La Net Sen Ht ClAc Duc Scope To /To Are Gai Gai Gai Loss g g Siz CFM CFM CFM Building 3.88 833 3232 41,478 5,109 46,587 52,110 2,600 2,600 2,600 System 1 1.41 1,027 1,443 15,359 1.511 16,870 22,617 1,200 1,200 1,2.00 12x1 Ventilation_ 483 1,126 1,609 3,621 55 55 55 Zone 1 1,443 14,876 385 15,261 18,996 1,200 1,200 1,200 12x1 1-Bonus Room 304 3,362 117 3,479 5,603 354 271 271 3 I 2-Bed 3 223 2,947 80 3,027 3,466 219 238 238 3 3-Bed-2 223 3,600 67 3,667 3,366 213 290 290 3 1 4-Bath 68 325 0 325 193 12 26 26 1 5-Common Bath 84 614 20 634 1,039 66 49 49 1- 6-Balcony 301 977 25 1,002 1,702 108 79 79 1 7-Bed 4 241 3,052 76 3,128 3,627 229 246, 246, 3 i I - - - I System 2 2.48 722 1,789 26,119 3,598 29,717 29,493 1,400 1,400 1,400 12x2 Ventilation 483 1,126 1,609 3,621 55 55 55 I Supply Duct Latent 331. 331' Return Duct 0 58 58 120 I Zone 1 1,789 25,636 2,083 27,719 25,752 1,400 1,400 1,400 12x2 { 8-Bed 2 160 3,438 0 3,438 3,015 164 188 188 2 }{ 9-MBed 195 3,744 _0 3,744 4,037 219 204 2.04 2 10-M Bath 195 774 0 774 1,723 94 42 42 1- 11-Laundry 73 1,055 0 1,055 992 54 58 58 1- 12-Kitchen 322 4,678 883 5 561 2,121 115 255 255 3 13-Great Room 492 7,386 400 7,786 9,201 500 403 403 4 14-Dining 175 2,919 600 3519 3,187 173 159 159 2 .. _ 15-Pwdr 22 285 0 285 41 2 16 16 1 16-Foyer 154 1,356 200 1556 1,435 78 74 74 1 I I I I I I I I ! ! I I ! I ! I I I i i I i I I I D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. j Energy Rating Service V ACCA Manual DJS Islip Terrace,NY 11752 Page 4 j Duct Size Preview I Room or Source Minimu Maximu Rough Desig SP' Du Duc Htg Clg Act. Duct Reg Duct Name Veloci Veloci Facto L/10 Lossi Veloci Lengt Flow Flow Flow Size Size i System 1 i Supply Runouts Zone 1 I 1-Bonus Room Built-In 0 750 0.01 0.1 460.4 3541MI 271 3-6 2-Bed3 Built-In 0 750 0.01 0.1 403.6 219 Ill 238I 238 3--6 3-Bed2 Built-In 0 750 0.01 0.1 493 213 290I 290 3--6• 4-Bath Built-In 0 750 0.01 0.1 300.3 12ME2 I 26 1-4 ._Buil ..in 0 �I 1--5 6-Balcony n Bath Built-In 0 750 0.01 0.1 4015 108 79 79� �I 1--6 7-Bed 4 Built-in 0 750 0.01 0.1 417.9 229 2 246 3--6 I Other Ducts In System 1 _ Supply Main Trunk Built-In 0 900 0.003 0.1 847.1 1,200 P-01, 1 R06 12x17 System 2 Supply Runouts i Zone 1 8-Bed 2 Buift-In 0 750 0.01 0.1 478.1 164 188I 186 2--6 9-MBed Built-In 0 750 0.01• 0.1 520.6 219 ill 004I 204 2--6 10-MBath Bulk-In 0 750 0.01 0.1 310.1 941M4I 42 1-5 11-Laundry Built-in- 0 750 0.01 0.1 422.7 54111 58I 58 1--5 12-Kitchen Built-In 0 750 0.01 0.1 433.7 115®2 I 255 3--6 13-Great Room Built-in 0 750 0.01 0.1 513.6 500 403I 403 4--6 14-Dining Built-In 0 750 0.01 0.1 406 173 159I 159 24, i 15-13wdr Built-In 0 750 0.01 0.1 178.3 2 MI 16 1--4 I&Foyer Built-In 0 750 0.01 0.1 377.1 78�744I 74 14 Other Ducts In System 2 Supply Main Trunk Built-In 0 900 0.003 0.1 840 1,400 1,40 1,400 12x20 Summary I System 1 Heating Flow: 1200 Cooling Flow: 1200 System 2 I Heating Flow: 1400 Cooling Flow: 1400 III I ( I I I i i i i i i i i I D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service 1 ACCA Manual DJS Islip Terrace,NY 11752 _J Pa e 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U:0.30, SHGC:0.30: Glazing-U:0.30, SHGC:0.30, U-value 609.7 10,975 0 15,250 15,250 0.3, SHGC 0.3 ' 11 P: Door-Metal - Polyurethane Core, U-value 0.29 21 365 0 116 116 j 11 F: Door-Wood- Solid Core With Metal Storm, U-value 21 353 0 112 112 0.28 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2833.9 11,562 0 2,003 2,003 cavity, no board insulation, siding finish, wood studs, U-value 0.068 r38: Roof/Ceiling-Roof Joists Between Roof Deck and 2409.5 4,626 0 771 771 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 open cell 1/2 lb. spray foam, 10.5 inches in 2 x joist cavity, U-value 0.032 20P1-30op: Floor-Over open crawl space or garage, 209.3 439 0 22 22 Passive, spray foam insulation, R-30 open cell 1/2 lb. spray foam insulation, 8 inches in 2 x 10 joist cavity, any cover, U-value 0.035 19A-30p: Floor-Over enclosed crawl space, No insulation 1810.7 3,100 0 414 414 on exposed walls, sealed or vented space, passive, _ R--30 blanket, U-value 0.034 - _ _ -----------_------- - -- -- ------------------- ------------------------ ___ --_ - --------- Subtotals for structure: 31,420 0 18,688 18,688 People: 7 1,400 1,610 3,010 Equipment: 683 15,714 16,397 Lighting: 800 2,728 2,728 Ductwork: 2,618 389 643 1,032 Infiltration:Winter CFM: 164, Summer CFM: 19 10,829 385 165 550 Ventilation:Winter CFM: 110, Summer CFM: 110 7,242 2,252 966 31217 AED Excursion: 0 0 965 965 Total Building Load Totals: 52,110 5,109 41,478 46,587 Check Figures Total Building Supply CFM: 2,600 CFM Per Square ft.: 0.804 Square ft. of Room Area: 3,232 Square ft. Per Ton: 833 Volume (ft3): 38,888 Building Loads _ Total Heating Required Including Ventilation Air: 52,110 Btuh 52.110 MBH Total Sensible Gain: 41,478 Btuh 89 % Total Latent Gain: 5,109 Btuh 11 % j Total Cooling Required Including Ventilation Air: 46,587 Btuh 3.88 Tons (Based On Sensible+Latent) Notes _ Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. I All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I i f I i D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 l Page 6 Equipment Data - System 1 - 2nd Floor Cooling System Type: Standard Air Conditioner ' Outdoor Model: RA1636AJ1/RH1 P3617STA Indoor Model: RA1636AJ1/RH1 P3617STA I Outdoor Manufacturer: RHEEM i Indoor Manufacturer: RHEEM Capacity: 33,200 Efficiency: 14.5 SEER This system's equipment was selected in accordance with ACCA Manual S. I Manual S equipment sizing data: SODB: 83F, SOWB:71 F, WODB: 10F, SIDB:75F, SIRH: 50%, WIDB: 70F, Sen. gain: 15,359 Btuh, Lat. gain: 1,511 Btuh, Sen. loss:22,617 Btuh, Entering clg. coil DB: 75.4F, Entering clg. coil WB: 62.917, Entering htg. coil DB:67.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 678 CFM, Req. htg. airflow:247 CFM I I I I I I I i I I I i I I I D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM t ' Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Milo Page 7 Equipment Data - System 2 - 1st Floor ! Cooling System Type: Standard Air Conditioner Outdoor Model: RA1 642AJ1/RH1 P4821 STA Indoor Model: RA1 642AJ1/RH1 P4821 STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 41,000 ! Efficiency: 14.5 SEER This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB:70F, Sen. gain: 26,119 Btuh, Lat. gain: 3,598 Btuh, Sen. loss: 29,493 Btuh, Entering clg. coil DB: 75.3F, Entering clg. coil WB:62.9F, Entering htg. coil DB: 67.6F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1168 CFM, Req. htg. airflow:335 CFM I f { I I ! j f i I} f ! i D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday,April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. j Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 ME Page 8 [—Manual S Performance Data - System 1 - 2nd Floor Loads and Design Conditions ------ -----=---- ------------------ Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 15.359 Outdoor Wet Bulb: 71 Latent Gain: 1.511 Indoor Dry Bulb: 75 Total Gain: 16.870 i Indoor RH: 50 Load SHR: 0.91 Supply Airflow: 1,200 Entering Dry Bulb: 75.4 Entering Wet Bulb: 62.9 ----- —-- -- — ------- -----—-- -—-------------- - -- ---------—-- - ------------------- Heating: Outdoor Dry Bulb: 10 Sensible Loss: 22.617 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.3 Indoor RH: 30 Supply Airflow: 1,200 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Standard Air Conditioner, Outdoor Model: RA1636AJ1/RH1 P3617STA, Indoor Model: RA1636AJ1/RH1 P3617STA Nominal Capacity:33.200, Manufacturer: RHEEM Entered Interpolation Data: _ _ EDB i 75.4 OF EWB I Air Flow ODB j Total Power __ _ OF CFM OF Capacity Input I ; Sensible MBtuh kW ! S/T ICapacityE Mtuh j 62. 1206d 83, 33.2 2.86 0.783 26 i Interpolation Results: Percent Load of Load Sensible Capacity: 26.000 15.359 169% Latent Capacity: 7.200 1.511 477% 1 Total Capacity: 33.200 16.870 197% Power Input: 2.86 Heating: Model Type: Propane Furnace, Model-. , Nominal Capacity:64.000, Manufacturer:WEIL MCLAIN Results: Percent Load of Load Heating Capacity: 64.000 22.617 283% 1 i ! ! i i D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Page 9 anual S Performance Data - System 2 - 1st Floor Loads and Design Conditions I Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 26.119 Outdoor Wet Bulb: 71 Latent Gain: 3.598 Indoor Dry Bulb: 75 Total Gain: 29.717 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 1,400 Entering Dry Bulb: 75.3 Entering Wet Bulb: 62.9 ------------------ Heating: Outdoor Dry Bulb: 10 Sensible Loss: 29.493 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.6 Indoor RH: 30 Supply Airflow: 1,400 `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: RA1642AJ1/RH1 P4821STA, Indoor Model: RA1642AJ1/RH1 P4821 STA Nominal Capacity:41.000, Manufacturer: RHEEM Entered Inter olation Data: i EDB Total i Power i 75.3 OF EWB Air Flow i ODE, ! Capacity " Input -; °F ! CFM I °F Sensible { MBtuh kW ! S/T j Capacity i MBtuh 62.91 140 -83 41 3.28 0.732 30 Interpolation Results: Percent Load of Load Sensible Capacity: 30.000 26.119 115% Latent Capacity: 11.000 3.598 306% Total Capacity: 41.000 29.717 138% Power Input: 3.28 Heating: Model Type: Propane Furnace, Model: , Nominal Capacity:86.000, Manufacturer:WEIL MCLAIN i Results: Percent Load of Load Heating Capacity: 86.000 29.493 292% r ` I I i D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM ENERGY WhisperGreen@ Select orma :c „ ® Fan, 110-130-150 CFM Q HER09 15OH-EC Fresh Air Applia • Tuy tluu(onrc(txx,erRV.SH,(Ion.CVLP.GV$7ARa.CC Wxur:. • Hem Y:46M3 v.rant. ►r FINCACEALER MENY 3 Ae-lt, ]r • ,awrac x..r«..rw...,u.u.+,..,wwa,a r.r rr • t! .«.,,t«aw.«.,,.. ,ta° .,....., FP.CC'ICTCeAL. k.'""'^-•.••�^• .•��",°-�^."^e Reintroducing Setec«,au,nho(e haL=IAJ solutwn with HERO ennancemerns.Fir-.t,our impmmd siog:n hinged Flea Z Frill°bracket kr mart hcnalc and easy instafLatwn.Qthcr enhancnrnenG include:new elegant grime,an rrnm fnentattyfrienSy26 gauge Zinc Aiurrtn,nr Magnesirsr(ZAMI housing OR APPROVED SIMILAR MODEL vn and duatacec:%junc,on box thr,help.:imp(dywxingIntigh.WCC5. 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Auto IAQ control :L�*ami:'tkf%Al.m One wholehmreprcct nvvy.ia°n'wir.icndewfo. � use in me batarroalr.,L-AJndrl MCCr,sun roam,Wsemcm ar garage !m Y:414727 Pick-A ilaork Airflaa Sewctor I I A-13 150 CFM rnedell camined with Srrur.Ftow'"technouigl simptifwn-the;election process and err-ums optermm t(Ntuwx.A{r e,muNn(unclrr t.1,ukl wtn.I.-k lV,a.".a(u+:pa iv.Kt x^.a• Ferkrmamc tC Teed Code and rCdu:.e=ibaeks Ihq ark roar 1—1,h,li w"i.to uy,—.!—d".».—.`,—f, �ti fr.u-fn.wa AQ tun P.M.r,d,au,.r„.•.,:-1h M,W:W„.v.-1 P.t—h.: Now'Ervirsnm¢M.ally fricirA 26 gauge Zinc-AAurrwnwr-Magnrwm IZAMI w-1 mrt,n..o«w.n.n.,r.rr..r:uw wo-,x.«..«Phr, r basing design Y tiMN]+/IMNY![flNtw,gdNsf Yaat fuY.z,•r,1y,P,wl lu_,rak avrr P,ibllY uY �P3w,nn n--.f-.,.d Wf..A:t Y n,tl thr.:uFluuh iAfj. e»N,w..w.»w,>r�..wy.w r»■,,wA.1>m.w r..,t w P.°„d tl°,,,r,.r New!Orpmved Fin Z Fa:! single Mnge tiracka:wim added fleamility,k.:t and easy instau:imn .w.,c.v.rac:,a+•u,n•auw uw=YY.—3—0.i%:.1 New,Elegam grille design cerrgamrnG the aes4w.cs 0 snip room »Reel ttwrr �;hre pw raedhack fn ttvs ptket OR APPROVED SIMILAR MODEL each Far. H.rum CONTRACTOR : PRINTOUT THIS FORM, ATTACH R °B°1-- WOQtlP R�, Co•nngn Area. TO FRAMING ON JOBSITE FOR DIRECTIONS TO SUB CONTRACTORS HERS D3 Air HaMwlf FJM IAQ INDOOR AIR QUALITY - VENTILATION C J North 0 0 (2020 Energy Conservation Construction W Code of New York State) R403.6 Mechanical ventilation,The Building and dwelling units shall be provided with ventilation that of W complies with the requirements the Residential Code of New York state or with other approved means of Ventilation.Outdoor air intakes and exhausts shall have N automatic or gravity dampers that close when the V ventilation system is not operating. Mechanical Ventilation Rate(CFM x 24hm) L O.OICFM x CFA+7.5CFM x(#of Bedrooms+1) Great Room Mechanical Ventilation Reouired 0 MIN 76 OFM MAX 138 CFM I Dining R403.6.1 Whole dwelling mechanical ventilation system fan efficacy. Fans used to provide whole-house I mechanical Ventilation shall meet the efficacy i requirements of Table R403.6.1 HRV,ERV 1.2 cRn/watt Q [n-line supply or exhaust fan 2.8 dm/watt Other exhaust fan 2.8 cfm/watt(Under 90 cfm) Kitchen Other exhaust fan 3.5 cfln/watt(Over 90 chin) Lin N Lu w Q U0 ERVI R� Pwdr z z�fm/watt t — � t„.ndry O MBath f 8 sy z Foyer �• N 9 tf Bed 2 MBed W o*uv e. _ HERS RATER: `171 _ MATT WAHL RESNET CERTIFIrATION *2572945 APPROVED: DATE:04/23/2024 '- 100 NUMBER: «�t$L •nllllllii� ��� 1ST FLOOR D SCALE: 1/16"= 1'-0" G � orth J 0 f" 0 (2020 Energy Conservation Construction W Code of New York State) Ilt R403.6 Mechanical Ventilation,The Building and dwelling units shall be provided with ventilation that complies with the requirements of the Residential Code W of New York State or with other approved means of Ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the V Ventilation system is not operating. cQc Mechanical Ventilation Rate(CFM z 24hrs) L O.OICFM x CFA+7.5CFM x(#of Bedrooms+1) Machanlcal Ventilation Reauired 0 MIN 76 CFM MAX 1 FM Bed 3 F- R403. a cacy.dwelling mechanical whole-house system Bonus Room oCU Q fan efficacy. Fans used to provide whole-house mechanical Ventilation shall meet the efficacy requirements of Table R403.6.1 HRV,ERV 1.2 Cf./watt Q In-line suDDN or exhaust fan 2.8 Urrl/watt Other exhaust fan 2.8 cfirl/watt(Under 90 cfin) Other exhaust fan 3.5 cfrn/watt(Over 90 cfm) Balcony M bath Common Bath %O N w w ERVIHRV F z fm/wa z Bed 2 o Bed 4 F �5 z `J ye••. '+R+y�+/t374M5 rlA... HERS RATER: _ MATT WAHL RESNET CERTIFICATION #2572845 APPROVED: DATE:04/23/2024 S e M.NUMBER: 9 EEf .nllllnii�� � No- 2ND FLOOR A. SCALE: 1/16" = V-0" z r Home EnergyRating Certificate Rating Date: 2025-09-02 g Kj Final Report Registry ID: 297141292 B� N[Rf Ekotrope ID: da8xYPgL h 1 U I'.Oft • F S e F Y S HERS' Index Score: Annual Savings Home: • Arshamomaque Your • • - is a relative Southold, performance • • • $ 6,645 the • • home. • Builder: Roberts • • 52 learn more, • • to an average U.S.home Your Home's Estimated Energy Use: This home meets or exceeds the Use (MBtul Annual Cost criteria of the following: Heating 78.6 S3,921 2020 New York ECCC Code Cooling 5.0 $363 2018 International Energy Conservation Code Hot Water 16.1 $788 Lights/Appliances 23.3 S1,620 Service Charges $1,166 Generation (e.g. Solar) 0.0 $0 Total: 122.9 $7,859 HERSInclex Home Feature Summary: Rating Completed by: M—F-,n Hon,,e Type. S,ngle family detached iso Model: custom home Energy Rater: Matt Wahl F.isnng 140 Community: n,a RESNET ID: 2572845 Homes 130 Conditioned Floor Area: 3,159 ft` Rating Company: Energy Rating Service Inc i0 Number of Bedrooms: 5 35 Tellar Dr,Islip Terrace,NY 11752 10 Pi imar Heating System: Furnace•Propane•96.1 AFUE 631-566-8439 Reference 100 Y 9 Y p Home 1 Primary Cooling System: Air Conditioner•Electric•15.2 SEER2 90 so Primary\Vater Heating: Residential Water Heater•Propane•0.7Z UEF Rating Provider: Building Efficiency Resources ro 800 399 House Tightness: 966.1 CFM50(1.63 ACH50? PO Box 1 Brevdrd,NC 28712 969 9620 +w •a,,4 60 Ventilation: 108 CFM•32.4 Watts•Exhaust Only sow Duct Leakage to Outside: Untested Forced Air 40 This Home Above Grade%VaIIs: R-18 f 3 I 10 Ceiling: Vaulted Roof,R-38 �•, "�`°• 10 1VindowType: U-Value:0.29,SHGC:0.28 Zero E„ergv Home o Foundation Walls: N/A ►.•.[.»� Framed Floor: R-30 Matt Wahl,Certified Energy Rater cr.iSft$+r Digitally signed:9/10/25 at 10:34 AM Ekotrope •ATER-Version:5.1.03 704 6 ekotrope The Energy Rating Disclosure for this home is available from the Approved Rating Provider. Eneip,q�,savings calculated without modiftations to the energy model.(As Modeled) reportdoes not • or guarantee. 265 Arshamoma ue Ave Southold NY HERS'Index Score: Rating Date.- 5A-p 2,2025 52 HERS Registry ID: 297141292 Annual Estimates: Rating Company: Electric(kWh): 8,140.2 Energy Rating Service Inc Propane(Gallons): 1,045.E Rating Provider: CO2(Tons): Building Efficiency Resources 1 . Rating Provider Address: Approx.Energy Cost: $7,859 PO Box 1769 Breva 28712 Home Feature Summary: 4 M..,,.,n Single family detached,5 bedrooms,3,159 ft2 r,ti�ng Heating:96.1 AFUE Homes Cooling: 15.2 ER2 Hot Water:0 2UEF Reicren<e Home 100 Air Leaka e: 966.1 CIF S (1.63 ACH50) ,o Ventilati 108 CFM• 2.4 Exhaust Only S0 Duct LTO: ested Forced Air 10 This Home Above Grade Walls:R-18 10 Ceiling:Vaulted Roof,R-38 W Ip1O e c Window:U:0.29•SHGC:0.28 HOM „,,M,n Foundation Walls:N/A ri.• 0'-Version: ekotrope 5.1.03704 New York2020 ECCC Compliance Report (ERI Pathway) RESNET Registered Energy Rating Index R br port Organization Energy Rating Index Information Builder:Roberts Premier Development Company:Energy Rating Service Inc RESNET Registered Rating Address: Piione:631-566-8439 Rating No:297141292 265 Arshamomaque Ave,Southold,NY Rater:Matt Wahl Date Rated:2025-09-02 11971 Rater ID(RTIN):2572845 Estimated Annual Energy • • • Rated Home Calculated Energy Use(MBtu) Rated Home Cost($/yr) Heating 78.6 $3,921 Cooling 5.0 $363 Water Heating 16.1 $788 Lights&Appliances 23.3 $1,620 Photovoltaics 0.0 $0 Service charge - I $1,166 Total 122.9 $7,859 -Basta on stanoa,d op', ERI with PV:52 ERI without PV:52 Annual Estimates Electric(kWh):8,140.2 CO2 Emissions(Tons):10.0 Natural Gas(Therms):0.0 Maximum Energy • • PASS This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report(ERI Pathway) for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope.Mandatory requirements are summarized on the 2nd page of this report, some of which are not verified by Ekotrope. Name. Matt Wahl Signature: A*W Organization: Energy Rating Service Inc Digitally signed: 9/10/25 at 10:34 AM Rating Provider Data and Seal �,peTwae i Company:Building Efficiency Resources Address:PO Box 1769 Brevard,NC 28712 r }� Phone#:800-399-9620 NO.19"-1" 'Ps • Fax#:877-399-1361 r A�01TI.110 N To determine if a provider is properly accredited go to: www.resnet.us/professional/programs/search_directory (Confirmed and tested) Climate Zone . Mandatory Requirements Provision Number Topic Compliance Decision 2010 ECCCNYS Table 402.1.1 Building thermal envelope minimum insulation levels and maximum Pass or 402.1.3 fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies installed in Certificate required for CO the house R402.4.1.2 Envelope air leakage maximum leakage rate I Pass R402.4.1 /Table R402.4.1.1 Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances Pass" R402.5 Maximum fenestration U-factor and SHGC (U-Factor)Pass (SHGQ Pass R403.1.2 Heat pump controls Pass" I R406.2 Ducts outside of conditioned space to be insulated to a minimum of Pass" R-6. R403.3.2 Duct sealing on all ducts Pass" R403.3.3 Duct testing for ducts in unconditioned space PASS R403.3.5 Building cavities not used as ducts. Pass" R403.5.1 Heated water circulation and temperature maintenance systems Pass" comply R403.5.3 Hot water pipe insulated to R-3 Pass i R403.6 Mechanical ventilation meeting the requirements of the IRC or IMC. Pass" Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling systems. ACCA forms required for permit R403.8 Systems serving multiple dwelling units to meet the mechanical Pass" requirements of IECC commercial code R403.9 Snow melt and ice system controls installed where applicable Pass` i I R403.10 Pools and permanent spa energy consumption meet requirements for Pass' heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. Pass" R404.1 High efficacy lights installed in 900o of permanently installed fixtures. Pass These items have been field-verified by the Rater,Field Inspector,Code Inspector,or Builder. Ekotrope RATER-Version 5.1.0.3704 New York ECCC 2020 ERI compliance results calculated using Ekotrope RATER s energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. &MEN Am_-L-MEMA 265 Arshamomaque Ave Southold, NY 11971 Builder: Roberts Premier Development Model:custom home Community: n/a THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-18 Duct Leakage to Outside Untested Forced Air(Exempt) Foundation Walls N/A Total Duct Leakage Untested(Exempt) Framed Floor R-30 Heating Furnace•Propane•96.1 AFUE Slab N/A Cooling Air Conditioner•Electric• 15.2 SEER2 Infiltration 966.1 CFM50(1.63 ACH50) Water Heating Residential Water Heater•Propane•0.72 UEF Window U-Value:0.29,SHGC:0.28 As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that!he mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another parry. A*W Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 9/10/25 at 10:34 AM Ekotrope RATER-Version 5.1.0.3704 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. New York 2020 Label 265 Arshamomaque Ave Model:custom home Ekotrope RATER-Version:5.1.0.3704 HERS. Index Score:52 Building Envelope Specs Ceiling:R-38 Above Grade Walls:R-18 Foundation Walls:N/A Exposed Floor:R-30 Slab:N"A Infiltration:966.1 CFM50(1.63 ACH50 Duct Insulation:N/A Duct Lkg to Outdoors: Untested Forced Air Window&Door Specs U-Value:0.29, SHGC:0.28 Door:R-2 Mechanical Equipment Specs Heating:Furnace•Propane•96.1 AFUE Cooling:Air Conditioner• Electric• 15.2 SEER2 Hot Water: Residential Water Heater•Propane•0.72 UEF Average Mechanical Ventilation:81 CFM Builder or Design Professional Signature: L Mz;W, loi 1 '1{ I�L •3 r' ICI � �� �• ' � O V � A WARNING ADVERTENCIA Thw la e4M.W EsleaQ pobascod�seladvypmWd0perc Cel-H Mf4,[:u NvY1NW9a�D dr MI141� by evll n•Coo n•Au . 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Ocmn�aga Cl.e.un ou n,•n•i.b,rawvin•a w'wn r _ e owed by tree use or l.lure M lesiones o A. to matlacw.do dd msun.nt be RnneNbn w M w dMWrxa d. e••n.,a ON;quare D—t breakers. eOQrM<a ado p«211cm vue,p�s aeaw a drs}..ktvn we..a.So—D. p .v Sq—D y' . \vy\ 41 39 37 35, 33 31 29 27 25 23 21 �l /I a•�6/l)�aab�s�•e<�uHDN de SrraD lie u•I`PeU11011 � -_. _ � k '� f i �� e„, 1 � �^ p f� ~ _ . r y.. {y ,t •4 A '....wv� _ _ -. i 9/16/25,3:29 PM 20250916_094027.jpg frrf j S, r. https://mail.google.com/mai1/u/0/#inbox?projector=1 1/1 i r8• _ j'.t. i t 265Arshamompap�wAve Southold NY _ MnwlEsUm•tvs: �-�1��y ElttYrlc(kWhl 6,Ib1 EnergY�R,sUigCamp•Y, 4 ng:ery Propane(Gallonsl: I,OISb Mring Rovld•n $e+.�. CO2 Ronq: IOA euMding Elhciency Resowm R+tlaqq Provld•r Addrnx t Appror<Energr C93C $7,M9 P09ox 1169 Brevard NC. :B)12 Nome FNturt Sumlruryl I b .-, singte r,m lyee4rAeds I bedrooms 3,1591r' NeaUnq:SKI AGUE Cwllnp 1515FEg7 Hal lVarN:a.)3 UEF � AN t<alugc I _ 96QI CEMSO11.6)ACMSm Vmb4tbn: 11 Im CFM.33A 1Y•FWvu ONy ti Ouct LTO:VnteslM Each Air 52 w... Above Grade Walls RIB rNilCNllrg.VaJled pool q 38 Wndow U:0.T9.SNGC 92a kotrope _�� Founda11on 1Valla:N/A New York 2020 Label 265 Arshamomaque Avt Model:custom home Ekotrope RATER-Version:5.1.0370a HERS'Index Score:52 Bullsi4sg Emelepe Specs Ceiling:R-38 Above Grade Walls:R-1 B Foundation Walls:WA &posed Floor.R-30 Slab:WA Infiltration;9156.1 CFMSO l l b3 AC7150) Duct Imulatibn:tUA UmeAed Forced Air Duct Lkq so Outdoors: , NRndoa�teQoet`+Pe4 U-Value:029,SNGC:0.19 plaroxrw�•-r��SWa Heatlrvq:FUA,•<e•RroPa(1e•%.1 AFUE Coollrg:Air Conditioner.Electric-15.2 SEER2 Ha W+ten Ryld•ntial Water Heater•Propane•0.72 UEF Average Mechanical Ventilation:91 CFM &dlder R Qt*.19R PsgYessloanl SI rturr. lergy Rating Certificate Rating Date: 2024-04-24 ..port Registry ID: ��� n5 Ekotrope ID: da8xYPgL Home:Index Score: Annual Savings home'sYour - 9 265 Arshamomaque Ave - performanc_ _ lower the number, Southold, NY 11971 the more energy - home.To $ 1 ,2 5 Builder: learn more,visit www.hersindex.com *Relative to an average U.S.home Roberts Premier Developm ►me's Estimated Energy Use: This home meets or exceed Use[MBtu] Annual Cost criteria of the following: 852 $512 2020 New York ECCC 4.2 $166 2018 International Energy Conservatio 16.9 $79 >liances 25.9 $900 arges $169 1 (e.g.Solar) 0.0 $0 132.1 $1,825 - Home Feature Summary: Rating Completed by: e� MareEeegy Home Type: Single family detached so Model• custom homeEnergy Rater: MattWahl 140 Community: n/a RESNETID:2572845 130 Conditioned Floor Area: 3,159 ft2 Rating Company: Energy Rating Service Inc 120 Number of Bedrooms: 5 35 Tellar Dr,IslipTerrace,NY 11752 19'D 130Primary Heating System: Furnace•Propane•96.1 AFUE 631-566-8439 100 Primary Cooling System: Air Conditioner•Electric•14.5 SEER Primary Water Heating. Residential Water Heater•Pro Propane•0.72 UEF Rating Provider: Building Efficiency Resources so y g p PO Box 1769 Brevard,NC 28712 70 House Tightness: 3 ACH50 800-399-9620 60-6 Ventilation- 76 CFM,74 CFM•15.6 Watts,15.6 Watts•Exhaust so This Home OnlyExhaust Only - 40 Duct Leakage to Outside: Untested Forced Air ao Above Grade Walls: R-18 AW � 10 Ceiling: Vaulted Roof,R-38 IIIII� 10 WindowType: U-Value:0.3,SHGC:0.28 o Foundation Walls: N/A Matt Wahl,Certified Energy Rater LessEneW Framed Floor: R-30 Digitally signed:4124/24 at 4:11 AM Ekotrope'' • RESNET HOME ENERGY RATING ENRalY �x g �ervtce Standard Disclosure For home(s) located at:265 Arshamomaque Ave,Southold,NY Check the applicable disclosure(s): El.The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2.In addition to the rating,the Rater or the Rater's employer has also provided the following consulting services for this home: EA.Mechanical system design B.Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself ✓'' D.Training for sales or construction personnel E.Other(specify) E13.The Rater or the Rater's employer is: El A.The seller of this home or their agent El B.The mortgagor for some portion of the financed payments on this home El C.An employee,contractor,or consultant of the electric and/or natural gas utility serving this home k4.The Rater or Rater's employer is a supplier or installer of products,which may include: Products Installed in this home by OR is in the business of HVAC systems Rater OEmployer Rater Employer Thermal insulation systems Rater Employer Rater ✓Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Energy efficient appliances Rater MEmployer Rater Employer Construction(builder,developer,construction contractor,etc) Rater Employer Rater Employer Other(specify): I Rater Employer Rater Employer EIS.This home has been verified under the provisions of Chapter 6,Section 603"Technical Requirements for Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET).Rater Certification#:2572845 Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 4/24/24 at 4:11 AM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https.-//standards.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2-Amended March 20,2017 New York ECCC 2020 Performance Compliance FereAe Property Organization Inspection Status to 265 Arshamomaque Ave Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1507-1-265ARSHAMOMAQUE-MJW Roberts Premier 265 Arshamomaque Ave,Southold Development This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating $2,923 $3,278 Cooling $257 $228 Water Heating $721 $721 Mechanical Ventilation $42 $36 SubTotal-Used to determine compliance $3,944 $4,263 Lights&Appliances w/outVentilation $1,249 $1,249 Onsite generation $0 $0 Total $5,192 $5,512 R405.3 Source Energy Exception:The proposed home uses 9 MBtu MORE source energy than the reference home. Requirements R4053 Performance-based compliance fails by 6.896 The projected energy bill exceeds that of the New York ECCC 2020 Performance reference house by$319.69(9.0 MBtu). Q R402A.1.2 Air LeakageTesting Air sealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. R4025 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.28.The maximum allowed value is[Rlo Limit]. QR4025 Area-weighted average fenestration U-Factor R404.1 Lighting Equipment At least 90.0%offixtures shall be high-efficacy lamps,currently 100.0%are high-efficacy. R403.6.1 Mechanical Ventilation Efficacy ® R40333 Duct Testing Mandatory Checklist Mandatory code requirements that are not checked NewYork202O Mandatory Requirements must be checked as complete. by Ekotrope must be met. R403.6 Mechanical Ventilation Rate R405.2 Duct Insulation All ducts outside the thermal envelope must be insulated to at least R6.0. Design fails to meet the performance requirement for New York ECCC 2020 Performance compliance by 6.8%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected I certify that the building design described herein is consistent with the building plans, specifications,and other calculations submitted with the permit application.If rating is Confirmed I certify that the address referenced above has been inspectedltested and that the mandatory provisions ofthe IECC have been installed to meet or exceed the intent of the IECC orwill be verified as such by another party. Name: Matt Wahl Signature: A*W Organization: Energy Rating Service Inc Digitally signed: 4/24/24 at 4:11 AM Ekotrope RATER-Version 4.2.2.3384 New York ECCC 2020 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER Is a RiSNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. New York ECCC 2020 UA Compliance ENWtagrente Property Organization Inspection Status 265 Arshamomaque Ave Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1507-1-265ARSHAMOMAQUE-MJW Roberts Premier 265 Arshamomaque Ave,Southold Development This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 55.6 67.9 Above-Grade Walls 192.0 210.2 Windows,Doors and Skylights 194.6 192.9 Slab Floor: 0.0 0.0 Framed Floors 95.5 81.0 Foundation Walls 0.0 0.0 Rim Joists 7.8 7.0 Overall UA(Design must be equal or lower): 545.5 559.0 Requirements R402.1.5 Total UA alternative compliance fails by 2.5%. Specified envelope UA is 559 BTU/hF.This exceeds the maximum of 546 BTU/hF by 2.5%. R4023.2 Average SHGC:0.28 Max SHGC 0.40 Average SHGC of 0.28 is greater than the maximum of 0.40. ® R402A.1.2 Air LeakageTesting Airsealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. R4025 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.28.The maximum allowed value is[No Limit]. QR4025 Area-weighted average fenestration U-Factor R404.1 Lighting Equipment At least 90.0%offixtures shall be high-efficacy lamps,currently 100.0%are high-efficacy. R403.6.1 Mechanical Ventilation Efficacy Q Mandatory Checklist Mandatory code requirements that are not checked New York2020 Mandatory Requirements must be checked as complete. by Ekotrope must be met. R403.6 Mechanical Ventilation Rate R403.3.4 Duct Leakage Testing QR40353 Hot water pipe insulation Hot water pipes at least 314 in diameter must be insulated to R-3 at minimum. Design fails to meet the requirement for New York ECCC 2020 Prescriptive compliance by 2.5%. Name: Matt Wahl Signature: A4W Organization: Energy Rating Service Inc Digitally signed: 4/24/24 at 4:11 AM Ekotrope RATER-Version 4.2.2.3384 New York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HER5 Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. New York 2020 ECCC Compliance Report (ERI Pathway) Projected Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Roberts Premier Development Company:Energy Rating Service Inc Projected Rating Address: Phone:631-566-8439 Rating No: 265 Arshamomaque Ave,Southold,NY Rater:Matt Wahl Date Rated:2024-04-24 11971 Rater ID(RTIN):2572845 Estimated An,nuaI,Enerciv Cons, e • Rated Home Calculated Energy Use(MBtu) Rated Home Cost($/yr) Heating 85.2 $512 Cooling 4.2 $166 Water Heating 16.9 $79 Lights&Appliances 25.9 $900 Photovoltaics 0.0 $0 Service charge - $169 Total I 132.7 $7,825 'Based on standard operating conditions ERI with PV:55 ERI without PV:55 ' Annual Estimates. Electric(kWh):8,754.8 CO2 Emissions(Tons):10.8 Natural Gas(Therms):0.0 • • e- s NX Rating • - PA55 This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report(ERI Pathway) for Climate Zone 4.It MEETS all of the requirements verified by Ekotrope.Mandatory requirements are summarized on the 2nd page of this report,some of which are not verified by Ekotrope. Name: Matt Wahl Signature: A4d Organization: Energy Rating Service Inc Digitally signed: 4/24/24 at 4:11 AM � A'MORT60@ Company:Building Efficiency Resources Address:PO Box 1769 Brevard,NC 28712 I" x Wo '1 98-146 C.a Phone#:800-399-9620 .{ Fax#:877-399-1361 To determine if a provider is properly accredited go to: www.resnet.us/professional/programs/Search_directory (Projected. Confirmation required.) • • . • °mameriU Provision Number Topic Compliance Decision 2010 ECCCNYS Table Building thermal envelope minimum insulation levels and maximum Pass 402.1.1 or 402.1.3 fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies installed in Certificate required for CO the house R402.4.1.2 Envelope air leakage maximum leakage rate Pass R402.4.1/Table R402.4.1.1 Complywith air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402A.4 Rooms containing fuel-burning appliances Pass* R402.5 Maximum fenestration U-factor and SHGC (U-Factor)Pass (SHGQ Pass R403.1.2 Heat pump controls Pass* 11406.2 Ducts outside of conditioned space to be insulated to a minimum of Pass* R-6. R403.3.2 Duct sealing on all ducts Pass* R403.3.3 Duct testing for ducts in unconditioned space PASS R403.3.5 Building cavities not used as ducts. Pass* R403.5.1 Heated water circulation and temperature maintenance systems Pass* comply R403.5.3 Hot water pipe insulated to R-3 Pass 11403.6 Mechanical ventilation meeting the requirements of the IRC or IMC. Pass* Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling systems. ACCA forms required for permit R403.8 Systems serving multiple dwelling units to meet the mechanical Pass* requirements of IECC commercial code R403.9 Snow melt and ice system controls installed where applicable Pass* R403.10 Pools and permanent spa energy consumption meet requirements Pass* for heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. Pass* 11404.1 High efficacy lights installed in 90%of permanently installed fixtures. Pass *This is a projected rating.These items must eventually be field-verified by the Rater,Field Inspector,Code Inspector,or Builder. Ekotrope RATER-Version 4.2.2.3384 New York ECCC2020 ERI compliance results calculated using Ekotrope RATER'senergy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited BIERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. 265 Arshamomaque Ave Southold, NY 11971 Builder:Roberts Premier Development Model:custom home Community:n/a This report is based on a proposed design and does not confirm field enforcement of design elements. THIS HOME IS CERTIFIED TO MEET THE NEW YORK2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-18 Duct Leakage to Outside Untested Forced Air(Exempt) Foundation Walls N/A Total Duct Leakage Untested(Exempt) Framed Floor R-30 Heating Furnace•Propane•96.1 AFUE Slab N/A Cooling Air Conditioner•Electric•14.5 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater•Propane•0.72 UEF Window U Value:0.3,SHGC:0.28 ,Asa 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.If rating Is Confirmed,I certify that the address referenced above has been Inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Matt Wahl Signature: AW Organization: Energy Rating Servi% InC Dpqitallyy signed: 4/24/24 at 4:11 AM n,rope RATFR-Version 4.Z:2.33$4 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report Air Leakage Report Property Organization Inspection Status EIV PgreAetti 265 Arshamomaque Ave Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1507-1-265ARSHAMOMAQUE-MJW Roberts Premier 265 Arshamomaque Ave,Southold Development General Information Conditioned Floor Area Wl 3,159 Infiltration Vol u me[M 35,465 Number of Bedrooms 5 Air Leakage Measured Infiltration 3 ACH50 ACH50(Calculated) 3.00 ELA[sq.in.](Calculated) 97.29 ELA per 100 s.f.Shell Area(Calculated) 1.194 CFM50(Calculated) 1,773 CFM50/s.f.Shell Area(Calculated) 0.218 Duct Leakage Leakage to Outdoors Total Leakage Test Type Total Leakage[CFM @ 25 Pa] Total Leakage[CFM25/100 s.f.] Total Leakage[CFM25/CFA] Mechanical Ventilation Rate[CFM] 76 CFM,74 CFM Hours per day 18.0118.0 Fan Power 15.6 Watts,15.6 Watts Recovery Efficiency% 0.010.0 Runs at least once every 3 hrs? true,true Average Rate[CFM] 57.0 CFM,55.5 CFM 2010 ASHRAE 62.2 Req.Cont.Ventilation 76.6 2013 ASHRAE 62.2 Req.Cont.Ventilation 65.0 2016 ASHRAE 62.2 Req.Cont.Ventilation 99.8 Ekotrope RATER-Version 4.2.2.3384 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shovm on this report. Building Summary FNy i� Property organization Inspection Status tr17� t?TUICB 265 Arshamomaque Ave Energy Rating Service Inc Results are projected Cl Southold NY 11971 Matt Wahl Model:custom home 631-566-9439 Community:n/a Builder R1507-1-265ARSHAMOMAQUE-UM Roberts Premier Development 265 Arshamomaque Ave,Southold GenerahBu�ldiing Information:� Number Of Bedrooms 5 Number Of Floors 2 Conditioned Floor Area[sq.ft.] 3,159 Has Electric Vehicle Ready Space No Unconditioned,attached garage? No Conditioned Volume[cu.ft.] 35,465 Total Units in Building 1 Residence Type Single family detached Number of Floors in Building - Floor Number - Model custom home Community n/a RESNETAECC 2006-2018 Climate Zone 4A IECC 2021 Climate Zone 4A Foundatio'. ' 'i l None Present Foundat�on'Wall�Libraryr.List NOnePresent Stab _ x r None Present Slab�Lib;;raFYI None Present Building Summary F Property Organization Inspection Status R711fireAce 265 Arshamomaque Ave Energy Rating Service Inc Results are projected Southold NY 11971 MattdVahl Model:custom home 631-566-8439 Community:n/a Builder RI507-1 265ARSHANIOMAQUE-MJLN Roberts Premier Development 265 Arshamomaque Ave,Southold lwwf=FN� < , Name LibraryType Carpet Floor Grade Surface Area Location Basement Ceiling R30,RW2,10-16 eko w/o 0 Above Grade 1,811.0ft, Insulated Unconditioned sheetrock Basement garage ceiling R30,FG2,10-16 eko 0 Above Grade 211.0 fe Unconditioned,attached garage overhang R30,FG2,10-16eko 0 Above Grade 10.0fe Exposed Exterior Framed Floo r r�,Y r9 Name Effective R-value R30,FG2,10-16 eko 25.729 R30,RW110-16 eko w/a sheetrock 25.004 FEW R�■���©�st ' ;���. � �,�� � s�oY�'#°r s a�`� #.�k-�`3� �'.. � � i �.su`�i ;gc b :: �q 4 � �a s Name LibraryType Surface Area Location t,amb �VR 19.0 768.Oft' Exposed Exterior 3"7" g ggf Rijn.foistilrrary Name Effective Insulation Ill-value R 19.0 19.00 r a � Name LibraryType Surface Color Surface Area Location exterior walls I RI9,FG2,6-16 eko Medium 1,512.0 ft' Exposed Exterior exterior walls 2 RI9,FG2,6-16 eko Medium 1552.0 ft' Exposed Exterior gable walls R20,LDF7,6-16 eko Medium 220.0 ft' Exposed Exterior 2 Building Summary ENWWRUrenIeProperty organization Inspection status 265 Arshamomaque Ave Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-9439 Community:n/a Builder R7 507-1-265ARSHAMOMAQUE-MJ16V Roberts Premier Development 265 Arshamomaque Ave,Southold Name libraryType Surface Color Surface Area Location garage common walls R19,FG2,6-16 GCW eko Medium 324.0 ft' Unconditioned,attached garage stainvell walls R13,FG2,4-16 GCW eko Medium 200.0ft' Insulated Unconditioned Basement ��{►a11�L�bra y�Lis#� Flame Effective R-value R13,FG2A-16 GCW eko 10.892 R19,FG2,6-16GCWeko 14.55 Rl9,FG2,6-16 eko 15559 R20,LDF1,6-16 eko 17.862 '0W Name LibraryType Wall Foundation Wall Isoperable Overhang OverhangFt7b Overhang Ft To orientation Surface Area Assignment Assignment Depth Top Bottom Unnamed Glazing U:0.30,SHGCO28 exterior walls 2 Yes 2 1 6 West 55.0 ft' Unnamed Glazing U:0.30,SHGC0.28 exteriorwalls2 Yes 2 1 3 West 150ft' Unnamed Glazing U:0.30,SHGCO28 exterior walls 1 Yes 0 0 0 West 39.0 fP Unnamed Glazing U:030,SHGCO28 exteriorwallsI Yes 8 1 8 West 14.0fe Unnamed GlazingU:0.30,SHGCO28 exteriorwalls2 Yes 2 3 6 East 77.0ft' Unnamed Glazing U:D.30,SHGC-0.28 exterior walls I Yes 10 4 11 East 47.0fe Unnamed Glazing U:030,SHGCO28 exterior walls 1 Yes 2 2 9 East 71.0 fe Unnamed Glazing U:0.30,SHGCO28 exterior walls I Yes 2 2 8 East 37.0ft' Unnamed Glazing U:0.30,SHGCO28 exteriorwalls2 Yes 0 0 0 North 31.0fe Unnamed Glazing U:0.30,SHGCO28 exteriorwalls2 Yes 2 1 6 North 16.0fe Unnamed Glazing U:0.30,SHGCO28 exteriorwal151 Yes 6 0 7 North 21.Ofe Unnamed Glazing U:0.30,SHGC0.28 exteriorwalls2 Yes 0 0 0 South 34.0ft' Unnamed Glazing U:0.30,SHGCo28 exterior walls 2 Yes 2 1 4 South 6.0 ft 3 Building Summary EN Property Organization Inspection Status 111 f! eiite 265 Arshamomaque Ave Energy Rating Service Inc Results are projected C/ Southold NY 11971 Matt4Vahl Model:custom home 631-566-8439 Community:n/a Builder R1507-1-265ARSHAMOMAQUE-MJW Roberts Premier Development 265 Arshamomaque Ave,Southold Name LibraryType Wall Foundation Wall Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Assignment Depth Top Bottom Unnamed Glazing U:0.30,SHGC0.28 exteriorwalls 1 Yes 0 0 6.3 South 33.0 fF Unnamed Glazing U:0.30,SHGCO28 exterior walls I Yes 7 2 5 West 39.0ff Unnamed Glazing U:0.30,SHGC0.28 exterior walls I Yes 2 2 6 South 12.0ft x' 1 GlAzintY Name Shgc U-factor U:030,SHGG0.28� 0.28 0.300 Skylights .� ,� None Present �S'kyllgh�tLlbr�ary�Lls�`�° � �" ,tom � None Present Name Library+Type Wall Assignment Foundation Wall Emittance Solar Abserptance Surface Color Surface Area Location Assignment Unnamed Opaque Door- 1-3/8 Wd solid core exterior walls 1 0.9 0.75 Medium 21.0 W Exposed Exterior Copy Unnamed Opaque Door- 1-3/8 Wd solid core stairwell walls 0.9 0.75 Medium 19.0 ft, Insulated Copy-Copy Unconditioned Racampnt Unnamed Opaque Door- R5 steel insul garagecommon 0.9 0.75 Medium 21.O It' nconditioned, Copy-Copy walls attached garage 4 Building Summary 'EMWtagrei4ce Property Organization Inspection Status 265ArshamomaqueAve Energy Rating Service Inc Results are projected Southold,NY 11971 MattWahl Model:custom home 631-566-9439 Community:n/a Builder R1507-1-265ARSHAMOMAQUE-MJW Roberts Premier Development 265 Arshamomaque Ave,Southold S}*"tl43,'i�i �* 4& ti� " }b Opaque DoorL�brary"List 7 Name Effective U-factor 1-3/8 Wd solid core 0.588 RS steel insul 0.250 Roo"f Insulation Name Library Type Attic Exterior AreaEft2] d ce ay or Concrete Roof Surfa Color —SurfaceArea Location Tiles Roof Rafters R38,LDF1,10-16s eko 2,139 No Medium 2,139.0 ft Vaulted Roof Roof sulatio IM�aryL�st { y Name Has Radiant Barrier Effective R value R38,LDF1,10-16s eko No 31.508 1NholeHouselnftltrat��on; � Infiltration Measurement Type Shelter Class 3 ACH at 50 Pa Blower-door tested ~W 4 s MR Me hank l�Vent��at�onr Ventilation Type Ventilation Rate[fts/ Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer Minute] perday threehours Percent Exhaustoniy� 74 CFM 18 15.6 Watts Yes 0 Exhaustonly 76CFM 18 15.6Watts Yes 0 5 Building Summary ENEWreike Property organization Inspection Status 1"'11 265 Arshamomaque Ave Energy Rating Service Inc Results are projected �/ Southold NY 11971 Matt Wahl Model:custom home 631-566-9439 Community:n/a Builder R1507-1-265ARSHAMOMAQUE-MJLN Roberts Premier Development 265 Arshamomaque Ave,Southold %interior Fluorescent 45 Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent OA Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 None Present Onsite Generation Library List None Present "SolartGerieration None Present _ Dehumicli ier None Present QehiiMidifier L oiary. None Present ------------ �dilhole house Fan, None Present 6 Building Summary EnrrAice Property organization Inspection Status ltlIl1Q 265 Arshamomaque Ave Energy Rating Service Inc Results are projected C/ Southold W 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder RI507-1-265ARSHAMOMAQUE-MAN Roberts Premier Development 265 Arshamomaque Ave,Southold 1Nhole HousWEan Lob"nary List None Present Condiition'ung Equlpmen , Name Librarylype Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load ry Location Cool!ng1stFloor ACC,41K155SEER 0% 50% 0% Conditioned Space Cooling 2nd Floor ACC,33.2k,14.5 SEER 0% 50% 0% Conditioned Space Heating lstFloor Prop Furn,86k,963%416 50% W6 0% Con ditioned Space eae Heating 2nd Floor Prop Fum,64k 96.1*6 426 50% 096 096 Conditioned Space eae Water Heating Prop,ST,50 gal,.72UEF,.81 0% 096 100% Unconditioned Basement /Crawl5pace Equ pr`rentType:ACC;33.2k,14 5 SEER EquipmentType Air Cond itioner Fuel Type Electric Distribution Type Forced Air MotorType PSC(Single Speed) Heat Pump System Type Unspecified Cooling Efficiency 145 SEER Cooling Capacity[kBtu/h] 33.2 tf' uipine0q, a ACC ,41 K,15 5 SEEEi r„ , '. °• W. _ EquipmentType Air Conditioner Fuel Type Electric Distribution Type Forced Air MotorType PSC(Single Speed) Heat Pump System Type Unspecified Cooling Efficiency 15.5 SEER Cooling Capacity[kBtu/h] 41 7 Building Summary Ell"R Property Organization Inspection status .PtU1//[y VelU1CC 265 Arsharnomaque Ave Energy Rating Service Inc Results are projected C/ Southold,W 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R7 507-1-265AR SHAMOMAQUE-MAN Rio berts Premier Development 265 Arshamomaque Ave,Southold Equipmelnt Type:Prop Furn,64k 96.1%426 eae Equipment Type Furnace Fuel Type Propane Distribution Type Forced Air Motor Type ECM(Variable Speed) Heating Efficiency 96.1 AFUE Heating Capacity[kBtu/h] 64 Use default EAE No EAE[kWh] 426 EquipmentType:Prop Furn 86k 96.3%416 eae Equipment Type Furnace Fuel Type Propane Distribution Type Forced Air MotorType ECM(Variable Speed) Heating Efficiency 96.3 AFUE Heating Capacity[kBtu/h] 86 Use default EAE No EAE[kWh] 416 Equipment Type:Prop,ST,50 gal,.72UEF,.81 Equipment Type Residential Water Heater Fuel Type Propane Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.72 UEF Tank Capacity(gal.) 50 Hot Water Capacity[kBtu/h] 40 Recovery Efficiency 0.81 Distribution System I Distribution Type Forced Air Heating Equipment Heating 2nd Floor Cooling Equipment Cooling 2nd Floor Is All Equipment In Conditioned Space Yes Leakage Default HERS Default Leakage Duct System Efficiency 0.88 8 Building Summary EN reAe Property organization Inspection Status tJ` I717I 265 Arshamomaque Ave Energy Rating Service Inc Results are projected Southold NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1507-1-265ARSHAMOMAQUE-MJW Roberts Premier Development 265 Arshamomaque Ave,Southold Distrrt�fautonLSystem Distribution Type Forced Air Heating Equipment Heating 1st Floor Cooling Equipment Cooling 1st Floor Is All Equipment In Conditioned Space Yes Leakage Default HERS Default Leakage Duct System Efficiency 0.88 HUACGras[ing � TM� HVAC Grading Not Conducted te�IrngFaru4 :f Has Ceiling Fan No F�IVatelr D�str•�blut�on Water Fbcture Type Standard Use Default Hot Water Pipe_Length No Hot Water Pipe Length[ft] 80 At Least R3 Pipe insulation? Yes Hot Water Recirculation System? No Drain Water Heat Recovery? No x Clothes�Dryrer � Cef 3.84 Fuel Type Electric Field Utilization Moisture Sensing Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type Custom 9 Building Summary EW a Property organization Inspection Status 1t11111(/ eNlCL70 265 Arshamomaque Ave Energy Rating Service Inc Results are projected Southold,IVY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1507-1-265ARSHAMOMAQUE-MJW Roberts Premier Development 265 Arshamomaque Ave,Southold Clothes�Washer� � �� Label Energy Rating 400 kWh/Year Annual Gas Cost $27.00 Electric Rate $0.12/kWh Gas Rate $1.09/Therm Capacity 3 Imef 1 DefauitsType HERS Reference LoaclType Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes Washer Available Yes Disfwasher Dishwasher Defaults Type Custom Dishwasher Size Standard Dishwasher Efficiency 240 kWh Annual Gas Cost $33.00 Electric Rate $0.13/kWh Gas Rate $1.05/Therm Is Outside Conditioned Space No DishwasherAvailable Yes Appi�ances and`Contr'ols Thermostat Cooling Setpoint ****75.0 Thermostat Heating Setpoint ****70.0 Range/Oven Fuel Propane Convection Oven? Yes Induction Range? No Range[Oven Outside Conditioned Space? No Refrigerator Consumption 656 kWh/Year Refrigerator Outside Conditioned Space? No 10 Building Summary EPtaji�fiVre4ce Property Organization Inspection Status 265ArshamomaqueAve Energy Rating Service Inc Results are projected Southold NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1507-1-265ARSHAMOMAQUE-MAN Roberts Premier Development 265 Arshamomaque Ave,Southold MJW 04/24/2024 265 ARSHAMOMAQUE AVE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX,2020 NY ECCC -PROPANE,ELECTRIC -4:12,3:12 PITCH 5 BEDROOMS -2 STORY -FRONT FACES WEST -MECH ROOM HOUSES HOT WATER,1 AIR HANDLER,1 AC COIL,1 FURNACE -BASEMENT HOUSES 1 AIR HANDLER,1 AC COIL,1 FURNACE -RETURN GRILLS 2 -INDOOR AIR QUALITY:2 BATH FAN 82 CFM X24HRS -SOLAR PV: N/A i1 Builder Affidavit EN Property Organization Inspection Status A f7l1(J eiAce 265 Arshamomaque Ave Energy Rating Service Inc Results are projected ee// Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1507-1-265ARSHAMOMAQUE-MJW Roberts Premier 265 Arshamomaque Ave,Southold Development Important Notice to Builder Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect this New Home.Builder agrees to allow the Home Energy Rating System(HERS)Provider and/or Rater to verify building characteristics of this New Home fully at the HERS Rater/Provider's discretion.The HERS Provider and Rater do not create or imply any duty or obligations to Builder or any subsequent owner.Builder is responsible for taking any actions necessary to protect Builder's interest.There is no guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater. HERS®Index Score:58 Builder Name:Roberts Premier Development Builder Signature: Name: Matt Wahl Signature: A*W Organization: Energy Rating Service Inc Digitally signed: 4/24/24 at 4:11 AM Ekotrope RATER-Version 4.2.2.3384 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. r ommnmecro: iihisperGreen@ Select - � �9 v, Fey, 10-130-150 CFM ,. HERO@ 15CH-EC Fresh Air Applia Flt-t115yR? 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Y. •70 ` _II Go` j kl5 STATE ENERGY CODE G�'�•11 n Q �12 ¢ S/�� —_— (' fv !,b► i esv� daey�Iu �rt w ay.' o , __�c3 OvedQ S AAA in atti v S S mod. �JIaWe� �oo� e5 svl+5 cur I( —hje- FINAL ---- ADDITIONAL COMMENTS jog a-GQ rec-4 .1_0_22� 3•1��� 1,oc �v,ev O/z - — - — - - 3'_Z ip reed �y-e • -o !&e.c,,�-% -- � o b �o�s�FFDlkcoG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • Telephone(631) 765-1802 Fax (631.) 765-9502 hl!ps://www.southoldtowymy.gov �a- Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only n DEC - 2 2024 PERMIT NO. V Building Inspector: Applications and forms must be filled out in their entirety. Incomplete b applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:265 Arshamomaque LLC. SCTM#1009-5672714 Project Address:265 Arshamomaque Avenue Southold NY_ 11971_ Phone#:631-905-4789 Email:David@Ojcustomhomes..com Mailing Address:3 Sandie Lane Manorville NY 11949 CONTACT PERSON: Name:David Roberts Mailing Address:3 Sandie Lane Manorville NY 11949 Phone#:631-905-4789 Email:daVid@djcustomhomes.com DESIGN PROFESSIONAL INFORMATION: Name:Keri Kazel Architects Mailing Address:2 Windmere court Speonk NY 11972 Phone#:631-874-7377 Email:Keri@kazelarchitects.com CONTRACTOR INFORMATION: Name:DJ Custom Homes Mailing Address:3 Sandie Lane Manorville NY 11949 Phon 6.e#:631-905-4789 Email:david@djcustomhomes.com,.. DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $650,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? RYes El No i . 1 I 1 Glenn Goldsmith,President ®� S®���y Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ®� ®�® P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples a� Fax(631) 765-6641 ZO®M,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10683A Date of Receipt of Application: October 17, 2024 Applicant: 265 Arshamomaque LLC, James Roberts, Member SCTM#: 1000-56-2-14 Project Location: 265 Arshamomaque Road, Southold Date of Resolution/Issuance: November 13, 2024 Date of Expiration: November 13, 2027 Reviewed by: Board of Trustees Project Description: To construct a 3245 sq.ft. dwelling with 278 sq.ft. attached garage, 122 sq.ft. front porch, 124 sq.ft. rear porch, 221 sq.ft. rear patio; install I/A OWTS septic system; install 2 drywells for, drainage; install gravel driveway; install 4x4 outdoor shower; with the condition to establish and perpetually maintain a 15' vegetated non-turf buffer landward from the top of bank at the 18' contour line; establish and perpetually maintain a non-disturbance buffer seaward of the top of bank at the 18' contour line; and no tree removal to take place within Trustee jurisdiction without a permit. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Peconic Surveyors, P.C., received on December 4, 2024, and stamped approved on December 10, 2024. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. o Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President QF S0(/Jy Town Hall Annex A. Nicholas Krupski,Vice President ��� ��� 54375 Route 25 P.O. Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892,--\ Elizabeth Peeples • O Fax 631 765 4 OWN BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE ,,. : #2290 C Date: September 5, 2025 THIS CERTIFIES that the construction of a 3245 sq.ft. dwelling with 278 sq.ft. attached garage 122 sq.ft. front porch 124 sq.ft. rear porch 221 sq_ rear patio; installation of an I/A OWTS septic system; installation of 2 drywells for drainage; installation of gravel driveway installation of 4x4 outdoor shower; establishment of a 15' vegetated non-turf buffer landward from the top of bank at the 18' contour line,• establishment of a non-disturbance buffer seaward of the top of bank at the 18' contour line, At 265 Arshamomaque Avenue, Southold Suffolk County Tax Map#1000-56-2-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 17,2024 pursuant to which Trustees Administrative Permit#10683A Dated November 13,2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construct a 3245 sq.ft. dwelling with 278 sq.ft. attached garage 122 soft front porch 124 so,A.rear porch 221 sq.-ft. rear patio` install I/A OWTS centic system' mst.Al 2 dnavells for drainage; install_ gravel �:i ae'ai'. install 4x! 'o,�,tdoc! gho-v.'er' vi+h the condition to establish and perpetually maintain a i 5' vegetated non-turf buffer landward from the top of bank at the 18' contour line; establish and perpetually maintain a non-disturbance buffer seaward of the top of bank at the 18' contour line. The certificate is issued to 265 ARSHAMOMAQUE,LLC owners of the aforesaid property. IL 4A4,uy— i Authorized Signature A r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO-JURISDICTION June 20, 2024 265 Arshamomaque LLC 3 Sandie Lane Manorville, NY 11949 Re: Application ID 1-4738-05010/00001 265 Arshamomaque Avenue Southold SCTM # 1000-56-2-14 Dear Applicant: Based on the application your agent submitted and additional New York State Department of Environmental Conservation (DEC) information, DEC has made the following determinations. The proposed project, as shown on the survey of the property by Peconic Surveyors, P.C. last revised May 23, 2024, is more than 100 feet from NYS regulated freshwater wetlands and beyond the jurisdiction of Article 24 Freshwater Wetlands. Please be advised, the wetland located on the east end of the referenced property and shown on the survey, is not currently designated a NYS regulated freshwater wetland.As a result, all activities proposed by this project are located outside of DEC freshwater wetland jurisdiction (100 feet). On January 1, 2025, changes to the NYS Freshwater Wetlands Act, Article 24 of the Environmental Conservation Law will go into effect. These changes will establish a new definition of a NYS regulated freshwater wetland, and the wetland on this lot may become a jurisdictional wetland. At that time, if it is determined to be a jurisdictional wetland, any regulated activities proposed in or within 100 feet of the wetland would require a DEC Freshwater Wetlands Permit. The portion of the referenced property upland (west) of the "Top of Bank", as shown on the aforementioned survey, is beyond the jurisdiction of Article 25 Tidal Wetlands and an Article 25 permit is not required. Please be advised, however, that no construction, disturbance, clearing, discharge, or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater wetlands or below the "Top of Bank" without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Freshwater Wetland and Tidal Wetland jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area between your project (i.e., a 15' to 20' wide construction area) and the 100-foot freshwater wetlands adjacent area or erecting a temporary fence, barrier, or hay bale berm. Be advised, any additional work or modification to the project as described above within 100 feet of the freshwater wetland or below the "Top of Bank", may require DEC authorization. Please contact this office if such activities are contemplated. EWYORK Department of 6PPOgiUNI1v Environmental Conservation C DEC has documented the summer occurrence of the Northern Long Eared Sat (NLEB) (Myods septentrionalis), a species listed as"endangered" by both New York State and the US Fish & Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take" of these endangered species within the meaning of Environmental Conservation Law (ECL) §11-535. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL§11-535. To avoid an Endangered Species "take" or the need for an incidental take permit, no tree cutting activities can be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0310. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Very truly yours, �/� X 0/,.� Sherri L. Aicher Regional Permit Administrator SLA/mrp C: David Roberts BEH BMHP Wildlife File t +P' 1 rs' BUILDING DEPARTMENT- Electrical I ctor lOS�FFO(� f 9�Z", TOWN OF SOUTHOLD APR 9 202.5 0 1 Town Hall Annex - 54375 Main Road - PO Box-1179 Southold, New York 11971-0959 Building Department y,, �a 4 Telephone (631) 765-1802 - FAX (631) 765-6BQ2 Of Southold , f jamesh(a-southoldtownny.gov - seand(a.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04.07.2025 Company Name: Big Bear Electrical Contracting �a ar Electrician's Name: Paul DeLucia License No.: ME-43841 Elec. email: office@bigbearelec.com Elec. Phone No: 631.760.1997 ❑✓ I request an email copy of Certificate of Compliance z Elec. Address.: PO Box 606, Yaphan►c, NY 11980 �f JOB SITE INFORMATION (All Information Required) t' Name: DJ Custom Homes Address: 265 Arshamomaque Ave, Southold, NY 11971 Cross Street: North Fork Trail Ct'. 3Y Phone No.: 631-905-4789 f, Bldg.Permit#: 1p email: david@djcustomhomes.com Tax Map District: 1000 Section: 56 Block: 02 Lot: 14 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): F.F New construction home - + �l�l Square Footage: 13200 . Circle All That Apply: Is job ready for inspection?: ❑ YES NO Rough In ❑ Fina �� Z� Do you need a Temp Certificate?: YES NO issued n LJi ✓ ,i V l Temp Information: (All information required) Service Size1�f/ 1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 d❑New Service[-]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground ✓❑Overhead All # Underground Laterals 1 2 H Frame Pole Work done on Service? YFq/N" Additional Information: �V r J� PAYMENT DUE WITH APPLICATION � , l D�ZB;Q SofFOL/( BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD W • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 C'y.h Telephone(631)765-1802 Temporary Certificate # Date 2025 Customer Name e-usT0�1/140114es Electrician Name Address�k5kha rnorAcA �%Aw) Phone ��.7(o j W7 e-mail david (!P, L,cS+ Vy'n-pS, C,Uyh e-mail j�p Phone b 5 License# Size__Q (3D A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/ 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 EC E E BUILDING DEPARTMENT- Electrical I ctor r,.lp��uFF�1��®�� TOWN OF SOUTHOLD APR - g 20?5 o Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 8141dyng DSPartment ® • 0 Telephone (631) 765-1802 - FAX (631) 765-9502 of Southoid iamesh(cDsoutholdtownny qov seandna southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04.07.2025 Company Name: Big Bear Electrical Contracting Electrician's Name: Paul DeLucia License No.: ME-43841 Elec. email: office@bigbe6relec.com Elec. Phone No: 631.760.1997 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: PO Box 606, Yaphank, NY 11980 JOB SITE INFORMATION (All Information Required) Name: DJ Custom Homes Address: 265 Arshamomaque Ave, Southold, NY 11971 Cross Street: North Fork Trail I Phone No.: 631-905-4789 Bldg.Permit#: -.=:�, `p 0 1 email: david@djcustomhomes.com Tax Map District: 1000 Section: 56 Block: 02 Lot: 14 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New construction home Square Footage: 13200 Circle All That Apply: Is job ready for inspection?: ❑ YES ✓] NO W Rough In ❑ Fina a Do you need a Temp Certificate?: [_V� YES NO Issued On<tJV0 Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 QNew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground ✓❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? F1 Y FFrN Additional Information.. PAYMENT DUE WITH APPLICATION ,, d ' �j PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Neat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments PERMIT# A dress: 1 -0 Switches Outlets G> GFI's V; Surface Sconces Y� HH's 7?, Fridge HW 4 I POOL UC Lts Panel Fans Mini Fr. WAD Pump Sump Heater Exhaust Oven ` Trnsfmr l Generator �L Salt Gen. Smokes DW Water Band Carbon Micro GrbDis NO Lights 1 Heat Pucks x? ERV JA X - i HOT TUB SPA f DeHum 4 Transfer Disc Inst Hot Blower Cooktop � Minisplit, � Combo-3i AC t1' Blower � .. AH Hood�, � Have t CUUsed Service Amps Cam-"' - Have Used Sub AMPS Comments _. ___. eo%afF01 Town Hall Annex ��4� �G� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 0coo Southold, NY 11971-0959 h BUILDING DEPARTMENT.- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,PK-ENGINEERED - -- WOOD CONSTRUCTION.AND/OR TIMBER CONSTRUCTION:. Date:: Owner: a(-XS T 4IKMQWI Jk)-IU Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial,or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Y 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 ro framing (FR) Signature: _- Name (person submitting this form):- Q Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 a' s� ►MC ,C FirstAmerican Title January 30, 2025 Town of Southold P.O. Box 1409 Southold, NY 11971 RE: Title No: SS5909-S Premises: 265 Arshamomaque Avenue, Southold Tax Map No.: 1000-056.00-02.00-014.000 Dear Sir or Madam: Please be advised that American Dream Abstract, Inc. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time. Very truly yours, Patricia A. LaPorta, Esq. New York State Counsel Agency Division ® ;r V PAL/wvp F E B — ? 2025 cc: American Dream Abstract, Inc. BUMDMGDEP'T. 180 East Main Street,Suite 100 TOWN®F soriTH®LD Patchogue, New York 11772 Phone No. 631-776-1710 666 Third Avenue,5th Floor,New York,NY 10017 TEL 212.381-6600 . Fax 212.922.0881 www.firstamny.com AMERICAN DREAM. ABSTRACT, INC. Representing First American Title Insurance Company of New York 180 East Main Street Suite 100 Patchogue,New York 11772 Phone: 631-776-1710 Fax:631-776-1715 info@americandreamabstract.com COUNTY OF SUFFOLK ) TITLE NO. SS5909-S SS.. STATE OF NEW YORK ) AMERICAN DREAM ABSTRACT,INC., as policy writing agent for FIRST AMERICAN TITLE INSURANCE COMPANY hereby certifies to THE TOWN OF SOUTHOLD that a search was made of the records of the County Clerk's Office of Suffolk County back to 1957 for the following described property: 265 ARSHAMOMAQUE AVENUE, SOUTHOLD ALSO being known and designated on the Suffolk County Real Property Tax Agency Map as: DISTRICT: 1000 SECTION: 056.00 BLOCK: 02.00 LOT: 014.000 See Schedule"A"description attached THIS search is for information. The Company's limit of liability under this certificate,for any reason whatsoever, whether based on contract or negligence, shall not exceed$25,000.00 and shall be confined to the applicant to whom this certificate is addressed. No policy to be issued hereunder; Searches have been run to December 20, 2024 Dated: January 30, 2025 Q�G� ' American Dream Abstract,Inc. By: Caroline S. Bancroft S orn to before me this 3 h day.o J u 1 025 N6 Public E DI'L BRi:SC,STA17E OF N W YORK uffolk Counry ssion�`r OlBRu'1-i3S97Q Fxrires April l7.30 g TITLE NO. SS5909-S SCHEDULE "A" ALL that certain plot,piece or parcel of land situate lying and being in the town of Southold, County of Suffolk and State of New York shown and designated on a certain map entitled, "Map of Beixedon Estates, Town of Southold, Suffolk County,New York, property of Grace R. Lewis formerly Grace Rogers DeBeixedon" made by Otto W.VanTuyl,Licensed Surveyor, and filed in the Suffolk County Clerk's Office on March 16, 1946 as Map No. 1472 as and by lot numbered 5 in block number 2 on said map. FOR INFORMATION ONLY premises being known as 265 Arshamomaque Avenue, Southold,Town of Southold 1000-05 6.00-02.00-014.000 attvlh1� SAO—U,_t___ American Dream Abstract, Inc. By: Caroline S.Bancroft Sworn to before me this 30. i day,of J".nu a y, 9025 NotarV ubtlic JODI L l3rtLT NOTARY PUBLIC;STATE OP NEW YORK Suffolk Counry Commission r 01BR61,13897 My Commission Fcpires Aft ri1 i-:30 `EG'.Lbmr3..^.'c+c+..'*P.AY>.�iei.say.a.Va.`v✓.a'.:�a:6...�y,ya.Thv TITLE NO. SS5909-S SUBJECT PREMISES: SCTM: 1000-056.00-02.00-014.000 CHAIN OF TITLE DEED Bennett DeBeixedon Dated: 04-22-1933 To Rec'd: 04-27-1933 Grace Rogers DeBeixedon Liber: 1709 cp 579 DEED Grace Rogers DeBeixedon Dated: 11-22-1958 To Rec'd: 11-24-1958 Grace-Rogers DeBeixedon n/k/a Grace R. Lewis and Liber: 4550 cp 219 John J.Nickles, as joint tenants NOTE: Grace Rogers Lewis died 11/7/1997 Surrogates 123P98 DEED John J. Nickles as surviving joint tenant Dated: 09-25-2009 To Rec'd: 09-25-2009 John J.Nickles, Jr. Liber: 12601 cp 219 CORRECTION DEED John J.Nickles as surviving joint tenant Dated: 10-10-2009 To Rec'd: 10-16-2009 John J.Nickles,Jr. Liber: 12603 cp 288 NOTE: Corrects lot number in description DEED John M. Kennedy,Jr. as County Comptroller Dated: 10-06-2021 To Rec'd: 10-27-2021 County of Suffolk Liber: 13126 cp 486 DEED County of Suffolk Dated: 08-11-2023 To Rec'd: 08-25-2023 John J.Nickles, Jr. Liber: 13215 cp 478 DEED John J.Nickles, Jr. Dated: 03-22-2024 To Rec'd: 04-17-2024 265 Arshamomaque LLC Liber: 13244 cp 787 LAST OWNER OF RECORD American Dream Abstract, Inc. By: Caroline S. Bancroft S orn to before me this 3 th.day J. �02..5 N t ry_Public JODI I.BRI.:ST NOTARY PUBLIC,ST�1Tr-Or �iEW Y'ORK Suffolk Counry Commission ` 01BR61i3897 My Commission Exi i:cs April 17 20 i TITLE NO. SS5909-S t- PREMISES ADJOINING TO SOUTH: SCTM: 1000-056.00-02.00-015.000 CHAIN OF TITLE DEED Bennett DeBeixedon Dated: 04-22-1933 To Rec'd: 04-27-1933 Grace Rogers DeBeixedon Liber: 1709 cp 579 DEED John J.Nickles as exec of LW&T of Grace R.Lewis Dated: 12-20-2012 To Rec'd: 01-30-2013 John J.Nickles Liber: 12719 cp 137 NOTE: Grace Rogers DeBeixedon f/k/a Grace R.Nickles a/k/a Grace R.Lewis died 11/7/1997 Surrogates 123P98 ---------------��_------------- DEED John J.Nickles Dated: 12-20-2012 To Rec'd: 01-30-2013 Frost Road Associates LP Liber: 12719 cp 135 NOTE: As to 99% interest DEED Frost Road Associates LP Dated: 04-30-2019 To Rec'd: 05-14-2019 John J.Nickles Liber: 13011 cp 906 DEED John J.Nickles Dated: 06-20-2019 To Rec'd: 08-27-2019 Robert A. VanMater and Anne-Marie VanMater,his wife Liber: 13026 cp 021 LAST OWNER OF RECORD American Dream Abstract,Iri . By: Caroline S. Bancroft Sworn to before me this 3 'thday"of J nary, � 25 N . Public JODI L BRUST NOTARY PUBLIC.STATL• OF NEW YORK Suffolk Councy Commission#`r 013.11W143897 Z�bIy Commission Expi:es Jgcil 1720 'E' TITLE NO. SS5909-S PREMISES ADJOINING TO NORTH: SCTM: 1000-056.00-02.00-013.000 CHAIN OF TITLE DEED Bennett DeBeixedon Dated: 04-22-1933 To Rec'd: 04-27-1933 Grace Rogers DeBeixedon Liber: 1709 cp 579 NOTE: Grace Rogers DeBeixedon f/k/a Grace R.Nickles a/k/a Grace R.Lewis died 11/7/1997 Surrogates 123P98 DEED John J.Nickles as exec of LW&T of Grace R. Lewis Dated: 12-20-2012 To Rec'd: 01-30-2013 John J.Nickles Liber: 12719 cp 137 NOTE: Grace Rogers DeBeixedon f/k/a Grace R.Nickles a/k/a Grace R. Lewis died 11/7/1997 Surrogates 123P98 DEED John J.Nickles Dated: 12-20-2012 To Rec'd: 01-30-2013 Frost Road Associates LP Liber: 12719 cp 135 NOTE: As to 99% interest NOTE: John J.Nickles died 01-12-2021 Surrogates 2021-1072AB.Petition filed 03-26-2021, amended 05-05-2021,Ren Letters 10-30-2023.App for prelim letters filed 01-06-2022. Only Letters issued were Preliminary letters filed 04-07-2022 to Kathleen Goggins Nickles (ren 10-30-2023) and John J.Nickles Jr. ,all as°to 1% interest NOTE: Examiner unsure which deed is first. LAST OWNER OF RECORD American Dream Abstract,Inc. By: Caroline S. Bancroft Sworn to before me this .30 :day o'J + 2025 V No Public FO'q.`+'Ji.6+OtrGG!aK:tJa1:.1'�:A^,\1C..Q3a:.bC XOT4RY PUBLIC.IC.STATZ OF NSW YORKK Suffolk Cournry Commission OIBR61!3397 n My Commission rseires j <'.�a�a..ti..-ncs..<-ir.�m-,-.._, April I%�?0 TITLE NO. SS5909-5 PREMISES ADJOINING TO EAST: SCTM: 1000-066.00-03.00-015.000 CHAIN OF TITLE DEED Bennett DeBeixedon Dated: 04-22-1933 To Rec'd: 04-27-1933 Grace Rogers DeBeixedon Liber: 1709 cp 579 NOTE: Grace Rogers DeBeixedon f/k/a Grace R.Nickles a/k/a Grace R. Lewis died 11/7/1997 Surrogates 123P98 DEED John J.Nickles as exec of LW&T of Grace R. Lewis Dated: 12-20-2012 To Rec'd: 01-30-2.013 John J.Nickles Liber: 12719 cp 137 NOTE: Grace Rogers DeBeixedon f/k/a Grace R.Nickles a/k/a Grace R. Lewis died 11/7/1997 Surrogates 123P98 DEED John J.Nickles Dated: 12-20-2012 To Rec'd: 01-30-2013 Frost Road Associates LP Liber: 12719 cp 136 NOTE: Real Property shows this as last deed. Frost Road Associates also takes mortgage in 2023. LAST OWNER OF RECORD C&L&I Gl� American Dream Abstract,Inc. By: Caroline S. Bancroft Sworn to before me this. 301.i day of-.a u025 N l ubl'ic JODI L BRUST NOTARY PUBLIC.STATE OF NEWYOBK ° SLHolk County Commission# -Y ;:.s.,.s.. •..;<r.:..Oi�l,,.i,. 438..97 kr :n nb oCmssibf's pail1y,20m TITLE NO. SS5909-S PREMISES ADJOINING TO WEST: SCTM: 1000-066.00-02.00-066.000 CHAIN OF TITLE DEED Bennett DeBeixedon Dated: 04-22-1933 To Rec'd: 04-27-1933 Grace Rogers DeBeixedon Liber: 1709 cp 579 NOTE: Grace Rogers DeBeixedon f/k/a Grace R.Nickles a/k/a Grace R.Lewis died 11/7/1997 Surrogates 123P98 NOTE: John J.Nickles is Executor NOTE: John J.Nickles died 01-12-2021 Surrogates 2021-1072AB.Petition filed 03-26-2021, amended 05-05-2021,Ren Letters 10-30-2623. App for prelim letters filed 01-06-2022. Only Letters issued were Preliminary letters filed 04-07-2022 to Kathleen Goggins Nickles (ren 10:-30-2023)and John J.Nickles Jr. LAST OWNER OF RECORD American Dream�Abstract,Ine. By: Caroline S:Bancroft Sworn to before me this 3 ° i:d 2025 Mot •Public JGDI L BRU S 1 NOTARY PUBLIC.STATE• OF v-EV YO SL,t{oll;Counry Commission# 01BR6143897 b1y Commission Expires April 17,20rw TITLE NO. SS5909-S PREMISES (STREET)ADJOINING TO THE WEST ARSHAMOMAQUE AVENUE American Dream Abstract,Inc. By: Caroline S. Bancroft Sworn to before me this 36 day of.ic nuaiy,2025 (YV v Nollrub,ic JODI L BRI;ST NOTAKY PUBLIC.STATE-OF -.NEW YORK Suffolk Counts ' Commission# 0IBR61=i3897 .�4� My Commission,Expires April h,2 10 t� of �i4 A N BR.ib FirstAmm can rifle ' i) March 1, 2024 Town of Southold P.O. Box 1409 Southold, NY 11971 RE: Title No: SS5909-5 Premises: 265 Arshamomaque Avenue,Southold Tax Map No.: 1000-056.00-02.00-014.000 Dear Sir or Madam: Please be advised that American Dream Abstract, Inc. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at anytime. Very truly yours, Patricia A. LaPorta, Esq. New York State Counsel Agency Division PAL/wvp cc: American Dream Abstract, Inc. 180 East Main Street, Suite.100 Patchogue, New York 11772 Phone No. 631-776-1710 666 Third Avenue,5th Floor,New York,NY 10017 rEt.212.381-6600 • FAX 212.922.0881 www.firs tamny.com 4 y AMERiCAN ;DREAM ABSTRACT, INC. Representing First American Title Insurance Company of New York 180 East Main Street Suite 100 Patchogue,New York 11772 Phone:631-776-1710 Fax: 631-776-1715 info@americandreamabstract.com COUNTY OF SUFFOLK- ) TITLE NO. SS5909-5 SS.. STATE OF NEW YORK ) AMERICAN DREAM ABSTRACT,INC., as policy writing agent for FIRST AMERICAN TITLE INSURANCE COMPANY hereby certifies to THE TOWN OF SOUTHOLD that a search was made of the records of the County Clerk's Office of Suffolk County back to 1957 for the following described property: 265 ARSHAMOMAQUE AVENUE, SOUTHOLD ALSO being known and designated on the Suffolk County Real Property Tax Agency Map as: DISTRICT: 1000 SECTION: 056.00 BLOCK: 02.00 LOT: 014.000 See Schedule"A"description attached THIS search is for information. The Company's limit of liability under this certificate,for any reason whatsoever,whether based on contract or negligence, shall not exceed[$25;OOU.O'O and shall be confined to the applicant to whom this certificate is addressed. No policy to be issued hereunder; Searches have been run to January 15,2024 Dated: March 1,2024 American Dream Abstract, Inc. By: Caroline S. Bancroft SWorn to before me this lst,. ay Of wd�— Note . Public _ - JODI L BRU T NOTARY PUBLIC,STATE OF KNEW YORK Suffolk Counry Commission# OIBR6143897 My Commission Expires April l 7.Z0 Z(P TITLE NO. SS5909-S SCHEDULE "A" ALL that certain plot,piece or parcel of land situate lying and being in the town of Southold, County of Suffolk and State of New York shown and designated on a certain map entitled, "Map of Beixedon Estates,Town of Southold, Suffolk County,New York,property of Grace R. Lewis formerly Grace Rogers DeBeixedon"made by Otto W. VanTuyl, Licensed Surveyor, and filed in the Suffolk County Clerk's Office on March 16, 1946 as Map No. 1472 as and by lot numbered 5 in block number 2 on said map. FOR INFORMATION ONLY premises being known as 265 Arshamomaque Avenue, Southold,Town of Southold 1000-056.00-02.00-014.000 American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 1 st da; of NIa>rch ,2024 Notary Tic!i JODI L Br UST, NOTARY PUBLIC,STATE OF -N-EW YORK Suffolk Counry Commission# 0iBR6143897 My Commission Expires cip 3 17,20-Vp TITLE NO. SS5909-S PREMISES ADJOINING TO SOUTH: SCTM: 1000-056.00-02.00-015.000 CHAIN OF TITLE DEED Bennett DeBeixedon Dated: 04-22-1933 To Rec'd: 04-27-1933 Grace Rogers DeBeixedon. Liber: 1709 cp 579 DEED John J. Nickles as exec of LW&T of Grace R. Lewis Dated: 12-20-2012 To Rec'd: 01-30-2013 John J.Nickles Liber: 12719 cp 137 NOTE: Grace Rogers DeBeixedon f/k/a Grace R. Nickles a/k/a Grace R.Lewis died 11/7/1997 Surrogates 1231`98 DEED John J.Nickles Dated: 12-20-2012 To Rec'd: 01-30-2013 Frost Road Associates LP Liber: 12719 cp 135 NOTE: As to 99% interest DEED Frost Road Associates LP Dated: 04-30-2019 To Rec'd: 05-14-2019 John J.Nickles Liber: 13011 cp 906 DEED John J.Nickles Dated: 06-20-2019 To Rec'd: 08-27-2019 Robert A. VanMater and Anne-Marie VanMater,his wife Liber: 13026 cp 021 LAST OWNER OF RECORD American Dream Abstract, Inc. By: Caroline S.Bancroft Sworn to before me this 1st da: of Mar 024 Notary. ` blic =JODI L BRUST, NOTARY PUBLIC,STATE OF NEW PORK Suffolk Counry Irk Commission# 01BR6143897 My Commission'°I p)M AO it 17,z02(o TITLE NO.SS5909-S SUBJECT PREMISES: SCTM: 1000-056.00-02.00-014.000 CHAIN OF TITLE DEED Bennett DeBeixedon Dated: 04-22-1933 To Rec'd: 04-27-1933 Grace Rogers DeBeixedon Liber: 1709 cp 579 DEED Grace Rogers DeBeixedon Dated: 11-22-1958 To Rec'd: 11-24-1958 Grace Rogers DeBeixedon n/k/a Grace R. Lewis and Liber: 4550 cp 219 John J. Nickles, as joint tenants NOTE: Grace Rogers Lewis died 11/7/1997 Surrogates 123P98 DEED John J.Nickles as'surviving joint tenant Dated: 09-25-2009 To Rec'd: 09-25-2009 John J. Nickles,Jr. Liber: 12601 cp 219 CORRECTION DEED John J. Nickles as surviving joint tenant Dated: 10-10-2009 To Rec'd: 10-16-2009 John J. Nickles, Jr. Liber: 12603 cp 288 NOTE: Corrects lot number in description DEED John M. Kennedy, Jr. as County Comptroller Dated: 10-06-2021 To Rec'd: 10-27-2021 County of Suffolk Liber: 13126 cp 486 ------------- DEED County of Suffolk Dated: 08-11-2023 To Rec'd: 08-25-2023 John J.Nickles, Jr. Liber: 13215 cp 478 LAST OWNER OF RECORD American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 1 st d of.IVlarc• Notary blc JODI`L BRU,ST NOTARY PUBLIC,STATE OF N-EW yORK Suffolk County Commission# OIBR6143897 My Commission Expires April 17.201flo TITLE NO. SS5909-S PREMISES ADJOINING TO NORTH: SCTM: 1000-056.00-02.00-013.000 CHAIN OF TITLE DEED Bennett DeBeixedon Dated: 04-22-1933 To Rec'd: 04-27-1933 Grace Rogers DeBeixedon Liber: 1709 cp 579 NOTE: Grace Rogers DeBeixedon f/k/a Grace R.Nickles a/k/a Grace R.Lewis died 11M1997 Surrogates 123P98 DEED John J.Nickles as exec of LW&T of Grace R. Lewis Dated: 12-20-2012 To Rec'd: 01-30-2013 John J. Nickles Liber: 12719 cp 137 NOTE: Grace Rogers DeBeixedon f/k/a Grace R.Nickles a/k/a Grace R.Lewis died 11/7/1997 Surrogates 1231`98 DEED John J. Nickles Dated: 12-20-2012 To Rec'd: 01-30-2013 Frost Road Associates LP Liber: 12719 cp 135 NOTE: As to 99% interest NOTE: John J.Nickles died 01-12-2021 Surrogates 2021-1072AB. Petition filed 03-26-2021, amended 05-05-2021,Ren Letters 10-30-2023.App for prelim letters filed 01-06-2022. Only Letters issued were Preliminary letters filed 04-07-2022 to Kathleen Goggins Nickles (ren 10-30-2023) and John J.Nickles Jr., all as to 1% interest NOTE: Examiner unsure which deed is first. LAST OWNER OF RECORD American Dream Abstract, Inc. By: Caroline S.Bancroft Sworn to before me this 1 st;q y of Mar`h, 2024 No ` ' ul}lie ...».w:�.00. JODI L BRI:ST NOTARY PUBLIC,STATE OF NEW PORK Suffolk Counry Commission# OIBR6143897 Mg Commission E:Ypires, April 17,702,(P 'TITLE NO.SS5909-S PREMISES ADJOINING TO EAST: SCTM: 1000-066.00-03.00-015.000 CHAIN'OF TITLE. DEED Bennett DeBeixedon Dated: 04-22-1933 To Rec'd: 04-27-1933 Grace Rogers DeBeixedon Liber: 1709 cp 579 NOTE: Grace Rogers DeBeixedon f/k/a Grace R.Nickles a/k/a Grace R.Lewis died 11/7/1997 Surrogates 123P98 _. ---------=------=---------------------------- DEED John J.Nickles as exec of LW&T of Grace R. Lewis Dated: 12-20-2012 To Rec'd: 01-30-2013 John J.Nickles Liber: 12719 cp 137 NOTE: Grace Rogers DeBeixedon f/k/a Grace R.Nickles a/k/a Grace R.Lewis died 11/7/1997 Surrogates 123P98 DEED John J.Nickles Dated: 12-20-2012 To Rec'd: 01-30-2013 Frost Road Associates LP Liber: 12719 cp 136 NOTE: Real Property shows this as last deed.Frost Road Associates also takes mortgage in 2023. LAST OWNER OF RECORD U American Dream Abstract, Inc. By: Caroline S.Bancroft Sworn to before me this 1 st day f Ma_rch -20124�'' 1 .. Notary P lic. JODI L BRUST� NOTARY PUB11C,STATE OF �-EW YORK Suffolk Counry Commission# 01BR614389- MyCommissionExpires . Pr417.,20'2A' TITLE NO. SS5909-S PREMISES ADJOINING TO WEST: SCTM: 1000-066.00-02.00-066.000 CHAIN OF TITLE DEED Bennett DeBeixedon Dated: 04-22-1933 To Rec'd: 04-27-1933 Grace Rogers DeBeixedon Liber: 1709 cp 579 NOTE: Grace Rogers DeBeixedon f/k/a Grace R.Nickles a/k/a Grace R.Lewis died 11/7/1997 Surrogates 123P98 NOTE: John J.Nickles is Executor NOTE: John J.Nickles died 01-12-2021 Surrogates 2021-1072AB.Petition filed 03-26-2021, amended 05-05-2021,Ren Letters 10-30-2023. App for prelim letters filed 01-06-2022. Only Letters issued were Preliminary letters filed 04-07-2022 to Kathleen Goggins Nickles (ren 10-30-2023) and John J.Nickles Jr. LAST OWNER OF RECORD JA American Dream Abstract,Inc. By: Caroline S. Bancroft Sworn to before me this 1st d—''of Mareh :2Q24 Not blie JOD.Z:L BRL:ST NOTARY PUBLIC,STATE OF NEW YORK Suffolk Counry Commission# 0IBR61-0897, MY Commission;Ezpices April 17.30 ;�- TITLE NO.SS5909-S PREMISES (STREET)ADJOINING TO THE WEST ARSHAMOMAQUE AVENUE American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn -before me this 1st day f IVarc , 024 Notary'R bad, JODI L BR T` NOTARY PUBIX,STATE OF \'EW YORK Suffolk Countv Commission# OIBR6143897 My Commission.E spires pr 1 j.30 Z� s SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD N SUFFOLK COUNTY, MY 1000-56-02-14 SCALE. 1'=30' FEBRUARY 8, 2024 MARCH 13, 2024 (REVISIONS) APRIL 1, 2024 (PROPOSED SEP71C SYSTEM ADDED) MAY 23, 2024 (CONTOUR LINES ADDED) ls� QpA9 TEST HOLE DATA1- WMALO GEOSCI tf 31412024 EL 2I.9' QS' RK DA BROW Law OL BROW SLY AIL s• PALE BROW FW£SAND SP N a VACANT LOT 4 Ir 0 ,SO,%vEnAN05 f34 r83 SEIBRCK LINE 100'TOP OF BNJK \i area'NOTE NO MA TER ENCplNR)iID ` \SEMCK LnlE \ �\5\`•\• g Q to a p ` N �o e wm* on -g rL � � '4K�y7g� \ � \ LOT 5 � �� \• \N � i� /�Y= ,� Ii0,15E$ y tlJ \ I I t •\ I o , 1) ' NSZX W GCE i4 6 ( , .......ONi itf �L 4 0 � E*, � FT�24.5 •,,,.� �� t 1.E ,,, th t, 347.37' U �• ' 'o wn l Y g Q KEY : 2 a agar\ e aEBAR t�K S8 3'20'10"W LOT 5 2 691' BLIC WATER i s STAKE fftt s I —��Z1 "� DWELLING WITH PU Certified To: B e 7'm 265 Arshamomaque, LLC LEST N0(E e YEs d American Dream Abstract, Inc. First American Title Insurance Company IPE ■ s AIQYULFETFT ' KEMMO FLAG URUTY POLE =MMANDS TXMITOflR ONES AND EiEVARQYS REFFRFNLID>a NAl9 BB AREA=26�361 SO. FF. V' ��� N.Y.S. LIC. N0. 4961E NO)E F'ROPOSF.D EtPRC SKiFJT DE9CNID BY DINERS ANY AL7ERATION OR ADDITION TO THIS SURVEY IS A WOLA71ON PECONIC RVEYORS, P.C. OF SECTION 7209OF 7HE NEW YORK STATE EDUCATION LAW. ( ) 765-5020 ( )63f FAX 631 765-1797 LOT NUMBERS REFER TO "MAP of BElXEDON ESTATES" EXCEPT AS PER SEC770M 7209—SUBDIVISION 2. ALL CER7IFICA7IONS BLOCK 2 FILED IN THE SUFFOLK COUNTY 'S OPFICE ON HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 CLERK SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 09-202 MARCH 16, 1946 AS FILE NO. 1472. WHOSE SIGNATURE APPEARS HEREON. SOU7HOLD, N.Y. 11971 K pp Fast m-M% ND. 10 Gage Wilre Or 50 Lb Rask Zip Ties Mn 3 Per Post -- - SUR VEY OF OPERT Y Titer Fabric A T SO UTHOLD TO N OF SO UTHOLD 1� �f ELEVATION -----�;�-------- BUTTOCK COUNTY Y F�t� F N. Y. `--[.ec1dO,1 of ROW 1000-56-02-14 UnastW &MM U* SCALE.' 1"=30' FEBRUAR;' 8, 2024 [ a � lb;d~1 F&dc Embedment .':r" EpuL p ~ MARCH 13, 2024 (REVISIONS) __--------------- -ba CorWted l APRIL ;1, 2024 (PROPOSE) SEPTIC SYSTEM ADDED) m MAY 23, 2024 (CONTOUR LINES ADDED) FABRIC ANCHOR DETAIL SEPTEMBER 28, 2024 (REVISIONS) SLT FENCE MTA- OC TOBER 7, 2024 (revisions) NO VEMBER 18, 2024 (BUFFER & PROPOSED POOL ADDED) TEST HOLE DATA A�� McDONALD GEOSCIENCE J1412024 EL. 21.9' DARK BROWN LOAM OL 0.5' BROWN SILT ML 3' PALE BROWN nNE SAND SP IN, N � PROPOSED 8'0 DRYWELL VACANT \\ N(r 17� FOR POOL BACKWASH LOT 4 ''348.8�' NOTE. NO WATER ENCOUNTERED w PROPOSED 8'0 Icp N EL.,s.s' DRYWELL (TYP. OF 2) �8T0 � Flag#3 V 3,> \Q l \ \` \ \ \ �� O+ on I ft Qk N POOL 21 �9ti o CD Q rn r/am,► 1 Pa L ' / I 1 I i i `l EQPMNT. \ I DW P 3_Za 22=--O(` U3D: "wd" ►2-� , M I \ tv " on,;' �� Na11 ,,ull1o1�l0u A 6 „Innul2l0' A a GATE �i IIIIi I t VQ(3VJ 3 ►� ! o o aOa C1- 5 L21. —ws-S�ws EL22.Q' H 'p -WS � I O O GATE .�E ❑ �,E�E—E -E 43.5' o 3 0 om 0w PROPOSED PERMous o m d GRAVE DRKWAY17.5 \ o V iZ P D 0 � ,0.5 0o4o ' i LOT 5 Flag#2 o N HOUSE & 40.,' o- I L EX, GARAGE . Z O FF=24.5/ lLl T Fuji o m I CEN-7 O to 16 \59.0 ' M f e: ".- Q EDGE OF LAWN EL 17.9 t - I: ' t BLOWER HPRO j 10N 5' LP-1 B �- /Y BLOWER AIR LINE OWER 347.37 a . TO � P ow _ lag/1KEY C) uN EL20.2 ro ZElECIRIC SERVICE z SHED o' Landward edge of Fresh Water Wetlands as delineated LZ % O w Of,O"W I by Peconic Surveyors March 6, 2024. 0 = REBAROf S83•2 Y� 0 F yin ulna 100' TOP OF BANK T 6 ® = WELL w O `� 21 8' GE OF LAWN SETBACK LINE L � a z TEST HOLE ® = STAKE J o EL22, ,22,- �=��:g� z? INS WITH PUBLIC WATER [)WELLING Certified To: & = TEST HOLE 3 i' m 265 Arshamomaq ue, LLC e = PIPE o a American Dream Abstract, Inc. ® = MONUMENT = First American Title Insurance Company = WETLAND FLAG �OF N -w-r' COL.) = UTILITY POLE %�P�P4°J. Utp, . = WETLANDS CONTOUR LINES AND ELEVA]IONS REFERENCED TO NA VD 88 AREA=26,361 SO. FT. NOTE.- PROPOSED SEPnC SYSTEM DESIGNED BY OTHERS. ANY AL TERA TION OR AIODITION TO THIS SUR I/EY IS A VIOLATION N. Y.S. LIC. NO. 49618 PECOI�lC SO EYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. L O T NUMBERS REFER TO " MA P OF BE/XED ON ES TA TES" EXCEPT AS PER SECTION 7209—SUBDIVISION V/S/ON 2. ALL CER T/F/CA TIONS (631) 765—5020 FAX (631) 765- 179 7 BLOCK 2 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF P. 0. E OX 909 MARCH 16, 1946 AS FILE NO. 1472. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 FRA VELER STREET n WHOSE SIGNATURE APPEARS HEREON. SOU Th OLD, N. Y. 11971 Oc7-202 I _ 21 S!lae ,_ N ,i § " t}§ TEST HOLE COMPLETED ON < O MARCH 4,2024 BY GRADE TH-1ji,L.LR• McDONALD GEOSERVICES ELEV.:21.9 _E Flag#4 \� -I y OOOILDARK BROWN LOAM �AV' aSP ,D (SAMPLE @ 0"TO 0.5') � W gad- t 0 - ELEV.:21.4(0.5' BG) PROPOSED 8'0 DRYWELL FOR POOL BACKWASH o N r� L 6 Willow O ` BROWN SILT �'o 3� - _�_- _-_ N , (SAMPLE @ 0.5'TO 3') Mpil1 Rd f Point Rd �r o �,' 348,8 _,. \ cry i'� PROPOSED 8'0 s p n EL.16.9, ___ \•gyp _ + ELEV.: 18.9 (3' BG) DRYWELL(TYP.OF 2) j � _...�-- FIagf'3 Qv (A'O- �- + � �, + + SITE I N yr- �_ 2 __,.... -- '`' 4 a + PROPOSED n0 ' �� P _ --�r U� � + + + + C D �/ O __ -- O _ + + + I� ELECTRIC SERVICE Z4, �' �S` "�- !_r\_/_ n_ N PROPOSED -4 EL.20.5 � / � �1 ~ � V c� + a � + + + { PALE BROWN FINE SAND � WATER SERVICE /-� 100.0 `. ,J J_ -� T Q Lo I SP+ + o I 110" __;�.,..._--_ ® � � C� �,J Cr) � O (SAMPLE @ 3 TO 17') � N83 2 _E POOL \...� 1`'0 0' `' / io 1 N � y + + + 6 Lt EQPMNT. . i GATE "O fY L> 1 Q + + + + J EL.21.7' l� HVAC / 0 O + + + + EL.22.0' l 5 GATE C� -F I CJ / �.J a. +- + _ E ❑a T / � � Lo In E E E - W 5' l Q3 �n /O G� Q r_ + + END ELEV.:4.9(17' BG) =-E----f E W W-------W- - RAGE �� -t c a i.,� LLI j I W PROPOSED F o PROPOSED GA C� O SHELTER I O Z �1 l7 O NO GROUNDWATER ENCOUNTERED 24.5 �� Q _ GRAVEL 17.5 G.F. ELF= -a o w o 0 T 5 .QI ISLAND + L / SOUND i- w DRIVEWAY , v -o v, f 1 / Flagt 2 h z. I y �0.5 OSED NICE 0 m rri o I �� o f PROP �+ 0 0 pooL Iv 0 j ao 2 , L11 C) �,\ 2 STORy RESIDE o z �/ o I ' SOIL PROFILE N.T.S. KEY MAP SCALE:1" = 600' � v V-) , X MERIT 2.0' 0 0 Q Q� - �� ►� W/ BASE V o > L -. W cvi .0 5 gEDEZOOMS) N X 16' - O 1 LLI Lij o , 4.5 o ,. - --.) I- Z F.F. EL.�2 1p.7 m E1L.17.0' \ / � Q � 59.0' � EDGE OF LAWN _ _-�- C f _ I , � 4' -_,�..••--.� I V GENERAL NOTES _ PROP. - � Q• J 4a I E , OUTSIDE ���7'S 347.3 7 1. EXISTING INFORMATION BASED ON SURVEY BY PECONIC SURVEYORS, P.C. C �'® ' \ SHOWER DATED FEBRUARY 8,2024, REVISED MARCH 13, 2024. �� I® i A' S1 5' .,.-_- Flo a g �1 Z C1- W ; (1 'MIN) \ / C I _--� SHED 2. LOT NUMBERS REFER TO"MAP OF BEIXEDON ESTATES" BLOCK 2 FILED IN C.) Cl' I I i ST HOLE �,_.�--- Landward edge of Fresh Water Wetlands as delineated t11 THE SUFFOLK COUNTY CLERK'S OFFICE ON MARCH 16,1946AS FILE No.1472. I C _ � I- G; _ram--�" by Peconic Surveyors March 6, 2024. - I � �T I Q I EDGE OF LA4"w r� _._..-�-'�r ,20�1 Qlfw 3. THIS PROJECT IS FOR A PROPOSED 2 STORY 5-BEDROOM RESIDENCE WITH �> -_ c Q W �l ; Z. ?i. "-r• S83 L T 6 BASEMENT. �l; U J I �I L.21.8' WATER 4. ALL SANITARY PIPING SHALL BE 4" DR-18 PVC. 1 (1' CL Q W� l/ LIJDWE���N � Yy BLI n , ' SCDHS NOTES 1. LOT SIZE -26,361 SF (0.60S ACRES) L� 11 U L�J I I 2. SUFFOLK COUNTY TAX MAP NO.:1000-56-02-14 " f OVERALL SITE PLAN 1" = 20' 3. THE NEAREST CROSS STREET IS MAIN ROAD, 232.7' NORTH OF SITE. ll 9 a^^- 4. SITE ELEVATIONS ARE BASED,ON NAVD 1988 DATUM. 5. NO GROUNDWATER ENCOUNTERED IN BORING UP TO 17 FEET. V 6. HIGHEST EXPECTED GROUNDWATER ELEVATION= ±17.9 FEET BELOW GRADE (EL.4.0) 7. THERE ARE NO WELLS WITHIN 15i`OF PROPOSED SANITARY SYSTEM. Design Professional's Certification Required. 3. THERE ARE SURFACE WATERS OR WETLANDS WITHIN 300 FEET OF THE Submit P.E.or R.A. Certification For SITE. The Installatioln and Construction of the Sewage Disposal System Use Form WWM-073 SANITARY DESIGN 000 I/A WASTEWATER TREATMENT SYSTEM CAPACITY DESIGN o - PROPOSED RESIDENCE = 5 BEDROOMS REQUIRED:110 GPD/BEDROOM = 550 GPD J. IPONTIERI, P.E., D.P.C. PROVIDED: FUJI CEN-7 = 700 GPD ENGINEERING & CONSULTING SANITARY LEACHING POOL DESIGN* REQUIRED FOR 5 BEDROOM SYSTEM:400 SF OF LEACHING AREA 16 Commercial Blvd. OF NEW Suite 1A pN\,AN YO �P � FUJI VENTING SYSTEM N.T.S. PROVIDED: (2) PROPOSED 8 FT DIAMETER LEACHING POOLS x 8' E.D. Medford, NY 11763 g poy '� 631.320.7040 telephone (2) LEACHING POOL x 25.1 SF/VF x 8 VF = 401.6 SF OF LEACHING AREA. Office@jp-ce.com 50%EXPANSION w (1) PROPOSED 8 FT DIAMETER LEACHING POOL 097859 EXP. NOT TO BE INSTALLED AT THIS TIME '. ,^ iORoFESS10N P (5'MIN I PROPOSED - _ * DESIGN REQUIREMENTS ARE BASED OFF OF SCDHS STANDARDS FOR -_ W \ 2 STORY RESIDENCE �. ITISAVIOLATION OFSECTION 7209 OFARTICLE 145 OF THE I r APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS Ewa. NEWYORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER CONSULTING ENGINEERS ANY DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL FUJI W/ BASEMENT PROPOSED (3)FIBERGLASS LOCKING FOR SINGLE-FAMILY RESIDENCES DATED DECEMBER 29,2017. ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE Z � CEN-7 (10,MIN) RESIDENCE EXISTING COVERS TO GRADE,W/ 20"POLYLOK DISTRIBUTION DIRECTION OFALICENSED PROFESSIONAL ENGINEER „S C/O (5 BEDROOMS) F.F. EL.=24.50 (TYP.OF 3)GRADE=23.0 SECONDARY SAFETY LID MANHOLE(SEE!SHEET UT-2)W/ PROJECT / DB-1 8«LS F.F. EL.=24.5 PROPOSED POLYLOK#3049 1 EQUALIZER Q O CLEANOUT END CAP LEVELERS @ OUTLET PIPES. (2)P OPOSEDNG 8 T DIAMETER M FUTURE SION POOL 26�5 Arshamomaque, LLC TO GRADE i � I--- " RIM=22.50 RIM=22.50 FINISHED GRADE 265 Arshamomaque Avenue GRADE=21.90 SCDHS Approval Southold, NY 11971 LLJ I 00 z �� F 8LF V Town of Southold Q LP-1� o SCTM No.:1000-56-02-14 LP-2 1/2" BLOWER AIR LINE TO OWTS INV.IN @ 1'0� 8LF@2�87% (� O �' qj IN 2" SCH 80 PVC CONDUIT FROM =21.50 FUJI CLEAN CENT INV.OUT 14LF@ 1307%((LP--� , ISSUE DATE ISSUED FOR (5' MIN 8 MAC "80-R" rAIR BLOWER 700 GPD =21.33 a a d ® ® ® ®®® 3/2l0/24 SCDHS Review O 1(8'MIN) INV.OUT DB-1 INV.IN = o 0 0 0 ® ® ® ®®m; 75 / / ELECTRIC SERVICE LINE IN � - I r' scH 8o PVC CONDUIT =21.25 21.06 o ® ® ® ®®® SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Q I ES 7 / / OL(�- (SEE DIAGRAM SHEET UT-2) INV.INI ' PERMIT FOR APPROVAL OF CONSTRUCTION FOR A Z I PIPE SHALL BE CAST IRON =19.23; ] ® ® ® ®®® ram "1 EI -� , C� a EXTENDING THROUGH THE o o n c ® Im ( i v! .� L ._ BEYONDFOFOUNDATION D TWO IONWAL - - SINGLE FAMILY RESIDENCE ONLY Of � ui BEYOND FOUNDATION WALL BOTT.RING=11.23 LP-1 8. LP-2 EXQEDGE � L U V I V � INVERT @ HOUSE=21.80 ._-+--- �- VENT FUJI CEN-10 SYSTEM UP THROUGH BUILDING PLUMBING VENTING SYSTEM -SEE DIAGRAM (THIS SHEET) n HIGHEST EXPECTED GW ELEV.:4.0 I It -� L_. 7 1 . � DATE 1/6/25 ,-, ,S, R-24-0419- ' - THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY APPROVED- OF1.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROPOSED SANITARY SYSTEM 1" = 10 SANITARY PROFILE N.T.S. FOR MAXIMUM OF 6 BEDROOMS PROJECT#: 2024-123-01 DRAWINGTITLE EXPIRES THREE YEARS FROM DATE OF APPROVAL Sanitary DRAWN BY: DP System Plan DATE: March 19,2024 DRAWING NUMBER SEE ATTACHED SPECIAL CONDITION, G RAD I N G F LA N AND/O R PLOT PLAN. SCALE: As Noted UT - 1 1 OF 2 r , SCUM BAFFLE 2'-118 2'-8b 2'_1" CHAMBER Volume(gal) 4.490 RECIRCULATION 1 Sedimentation Chamber 397 22AS"O 4" INLET PIPE AIR LIFT PUMP 0 Anaerobic Filtration Chamber 396 0 3 Aerobic Contact Filtration Chamber 181 _ 21.65"0 DISINFECTION 3 Clarification Chamber 90 CYLINDER(OPTIONAL) FT,Disinfection Chamber 6 O 4"OUTLET PIPE Total Volume 1069 STOPPER OR SUITABLE COVER STOPPER OR SUITABLE COVER �� • • C /�' II;I M kO CUT AWAY VIEW END PLUG / TO GRADE END PLUG TO GRADE A 4 A SPECIFICATIONS Iq • • Anaerobic Media PP/PE A' .. r EFFLUENT AIR Board Type Aerobic Media PVC/PP/PE 5.32" -� 18"x 18"x 4" • 18"x 18"x 4" LIFT PUMP Aerobic Media PP/PE CONCRETE PAD CONCRETE PAD INLET BAFFLE—__---- AFFLE Blower 3.5efin 0 3 Tank FRP - 74" 2 1/2" Piping PVC/PP/PE LCn o 20.65"°P "--SEWER PIPE VSEWER PIPE VENTILATION PIPE Access Covers Plastic/Cast Iron BOTTOM VIEW TOP VIEW INSIDE BOX VIEW Disinfectant(Optional) Chlorine Tablets RECIRCULATION FLOW FLOW BAFFLE 1/2"AIR INTAKE POLYLOK EQUALIZER 45°ELBOWS PIPE OPENING (CLEANING OPENING) 30°ELBOW (-GYP) B PART N0.3049 POLYLOK 20"D-BOX BOX ACCEPTS: PLAN VIEW MATERIAL-FILLED POLYPROPYLENE PART OK 2 0 D-B LIGHT COVER PART NO.-3009C 24"ACCESS COVER MATERIAL-HOPE HEAVY COVER PART NO.-3017-C20 GRATE- PART NO.-3017-G20 DISINFECTION DATE; 8/12/04 6"TALL RISER PART NO.3009 18"ACCESS COVER 24"ACCESS COVER CYLINDER(OPTIONAL) 12"TALL RISER PART N0.3009-R12 FLOW OPENING �-60°WYE tnld MI"v S SELF LEVELING ALTERNATE "B" ALTERNATE "A" r" — _ 2.00" TO wL BOARD TYPE o SIDSEAL PRT.N0.3001 TYP.OE CUT OUT TO ACCEPT LPLCOS. CONTACT MEDIA TYP.40 PLCS. o �RECIRCULATION 22.45" © Mba ® AIR LIFT PUMP E AEROBIC MEDIA THESE RIBS PROVIDE SIDE CUT OUT FRICTION FIT FOR - TO ACCEPT OK NOTE: `T 2 ® �, ALL 4"PIPE ID - V RT NO.3001L 1. IN ALL VIEWS,ALTERNATE"A" IS FOR BENDS AND ALTERNATE d lC en O TYP.aaPLcs. "B"IS FOR USE WITH BCUILDING EXTENSION/CONNECTION. en V o FqClean USA xard ClcanWatrr... AERATION GEAR AND RACK PROVIDES ASSEMBLY CEN-7 POSITIVE ONE TIME LEVELING FRONT/SIDE VIEW SECTION B-B VIEW Structural Drawing SECTION A-A VIEW DATE: 09/28/2020 SCALE: 1/2"=1" TYPICAL CLEANOUT N.T.S. FUJI CEN-5 DETAIL N.T.S. DISTRIBUTION MANHOLE (DB-1) N.T.S. PRECAST CONCRETE 6 3/8" Specifications RISERS AS REQUIRED ( 161 ) Mode l MAC60R I I MAC80R I I MAC 1 OOR I I HEAVY DUTY OR LOCKING CASTING TO GRADE (2'-0"MAX.HT.) CONCRETE COVER Air Flow Vo l•ume CFM 2. 1 2.8 3.5 DRAINAGE RINGS (AMERICAN MADE C.I. FRAME WITH SLOTTED BIELOW GRADE L/m I n 60 80 100 WRAPPED WITH COVER OR C.I. FRAME WITH SOLID COVER BY FGEOTEXT1LE FABRIC NEENAH CAMBELL OR APPROVED EQUAL.) FINISH GRA[ Q Cj PSI 2.2 2.2 2.6 SUPAC 4NP OR BETWEEN 6"&12" Normal Pressure � kPa 15 15 18 APPROVED EQUAL 1' MINIMUM Rated Voltage V AC 120 FINISHED RADE PRECAST CONCRETE STRUCTURE NOTES: FrequencY Hz 60 INLET-4"PVC z - X -- ��� 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH �+ 8" REINFORCED CONC.TOP SLAB Power Consumption s ump t I o n W 37 51 74 "= SDR35 PITCHED g N a --- 18 SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND 1/4"/FT MIN. TO SUPPORT H-20 VEHICULAR .. We I g h t tbs. AP P r o x. 1 1 Ap P r o x . 1 1 AP P r o x. 1 1 TOP OF RINGS 5"0 CORRUGATED SHRINKAGE, AND SHALL BE DESIGNED FOR HS-20 LOADING. LOADING,4,000 P.S.I.@ 28 DAYS J PLASTIC PIPE (CPP) \ N kg Approx.5 Approx°5 Annrox•5 a 2 MIN. 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST PRECAST SANITARY of w OR EQUAL UNLESS LEACHING RINGS v outlet P I P e Diameter I n ch 3/4" COLLAR ®®M IQ M M ED E-1 a EJ E OTHERWISE SHOWN STRUCTURES SHALL INCLUDE MANUFACTURER'S Power Cord Length I n C h 6'2" J INVERT ' FLOW ON PLAN CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO UL f I l e number E341420 w U —I WITHSTAND SAID LOADING. ❑ ❑ ❑ 10 ❑ ❑ 01 J z ®®® ® ® MIS ❑ ❑ CJC ❑ ❑ ❑ ❑ ❑ ❑ Country of or I g I n Japan ¢ ¢ o _ 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH ❑ ❑ ❑ ❑ ❑ ❑ ►— 4,000 PSI/28 DAY STRENGTH CONCRETE. O OO � Q m C=7 BACKFILL UNDER 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. ❑ ❑ ❑ I❑ ❑ ❑ Installation / Operation & Maintenance NOteSrl a- ®®® ® ® ® � C7 L� G C- : AND AROUND \ — Install blower on leveled solid base. Ensurre adequate ventilation wa- C) I CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE JOINTS. ❑ ❑ ❑ I❑ ❑o ❑ and protect against I nst d I rect sunlight, o w _ ®IBM M M M .� ❑ CT CI C GRANULAR WITH 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, ❑ ❑ ❑ I❑ ❑-I ❑ �j�/j\ ❑ ❑ ❑ I❑ ❑0D ❑ j\\/�\; - Inspect and clean Internal air filter once every 3 months, N z MATERIAL \ \ , �' z ADJUST TO GRADE WITH CLAY BRICK AND MORTAR(2 BRICK %� %� ❑ ❑ ❑ I❑ ❑ ❑ ����' 1n - Recommend diaphragm / valve assembly replacement once every F- v � _ 19®M M M M r� 0 C ED 1-- CONTAINING ✓, \ ► N 1 1/4" 12 months. U ¢ I—;Q LESS THAN 15% COURSES, MIN.; 5 BRICK COURSES, MAX.) ❑ ❑ Cl I❑ ❑ /\\�� (33) (Note: a torn diaphragm w[ ll trigger the Awtomatic-stop function.) w a v� ®®® ® ®® � ❑ o a C FINE SAND, SILT 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF ❑ ❑ ❑ 10 ❑ � -' - Please make sure to follow the Instructlon manual, w v.�.z AND CLAY (SILT DETERMINED TO BE SUITABLE BY THE ENGINEER. J j% ❑ ❑ ❑ ❑ f\\ Q �o 4 FRACTION NOT L'— wj: O3®® ® ®® Cl L� C AND CLAY Ln TO EXCEED 5%). 2'-0' MIN e� GROUND WATER TO GROLI DWATER \\/\\ IGHEST EXPECTED :1? 2 Z j\/j� ♦ ' REFER TO GRADING 6' MINIMUM PENETRATION ROUNDWATER \//"I N � O�� _ NOTE: BACKFILL MATERIAL SHALL BE \ JI a `��N #10-32 BLOWER SHALL BE HARDWIRED AND DRAINAGE PLAN. PERMEABLE SANDINTO VIRGIN TANDF FOR POOL DIAMETER CLEAN SAND AND GRAVEL* r` " GRAVEL. J. PONTIERI, P.E., D.P.C. *NOTE: DO ENGINEERING & CONSULTING UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH CLEAN SAND FOR r` Do a A DIAMETER SIX FEET GREATER THAN THE LEACHING POOLS (THREE FOOT � 76 Commercial Blvd. COLLAR) EXTENDING DOWN UNTIL.A HYDRAULIC CONNECTION IS ESTABLISHED TITLE APPROVAL DATE 05-10-2017 Suite 7A �OF NEIN y 4 3/8" MAC60RII/8ORII/100RII � ,I 1 1/4" 4 3/8" SIZE A 3 SCALE 2:5 '�P LAN p O WITH A MINIMUM SIX FOOT STRATUM OF ACCEPTABLE MATERIAL. ( 1 10) (31 °5) ( 1 10) Medford, NY g P o 'Q u,1 MAC DWG NO 637.320'.7040 telephone C19 ��� All drawing measurements in Inches(mm)° p T10009Z1-H4 �Q Office@jp-ce.com SANITARY LEACHING POOL N.T.S. MAC "80-11" AIR BLOWER N.T.S. ON-SITE DRAINAGE DRYWELL N.T.S LU . lFeiafbJ �\ 100 " " 141 N�OA 097859 101 142 102 143 o 11 ROFESSIONP 120V AC,10,60 HZ, 103 TBI 1 N 144 20 AMP POWER SUPPLY E EATTACHMEINT (S) NE YORKSTATE EOF DUCATION LAW OFA HYPE SON THE OAL104 145NEW YORK STATE EDUCATION LAW FOR ANY PERSON IO ALTER SANY DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL 105 146 CONSULTING ENGINEERS ENGINEER,UNLESS THE PERSON ISACTING UNDER THE HIGH WATER ALARM WIRING 106 147 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER AS PER IMFGR. IN CONDUIT. MAIN 107 CBIOB TEST,MAIL,SILENCE 148 AMPATTACH PANEL TO MCA WOOD PANEL PROJECTPANEL,SERVICE 10B 2uM' T N rulloeAIR 149 ATTACHED TO MCA 4" X 4" POSTS 265 Arshamomaque, LLC 109 CIRCU,TBREAKER • 150 OST DEPTH 36" MIN. BELOW SURFACE t r I 110 I °• AH111 151 111 � * 152 265 Arshamomaque Avenue E I PSI12 H • III TamTIB 161N{B CONTROL Southold, NY 11971 I �o � 112 1 e 153 ' PANEL i 113 �1c °• 154 N I z [a a s © TBI FUJICLEAN UNIT 11 q Town of Southold (SINGLE BLOWER) I 114 p II � TBS TBI ;TITS L55 Gb I 115 2 w FS115° a R;2 L56 4 SCTM No.:1000-56-02-14 ELECTRIC SERVICE 116 xAM FLOAT BEACnI 157 N LI w , BRANCH CIRCUIT PROTECTION, OVERLOAD PROTECTION, 15 A POWER ISSUE DATE ISSUED FOR CONNECTION 12INAt MAIN DISCONNECT AND OVERCURRENT PROTECTION 117 158 1NC41H PRRR ALAINFUl w e OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS FROM PANEL 3/20/241 SCDHS Review 118 159 AND MUST BE SIZED ACCORDING TO PUMP/MOTOR PIMP FLOAT MANUFACTURING SPECIFICATIONS USE BREAKER HARDWIRE 119 CB120 TBS 160 1 120 P , + 161 �g POWER LINE AIR COMPRESSOR AMP N GROUND ROD 121 CIRCUIT BREAKER 162 PUMP P TO FLOAT ENCLOSURE 122 163 AIR LINE W/BASE 123 A 164 A - FOR ALARM 124 AERATOR 165 LUG T011 TO, ® O 0 125 166 EXTERNAL COMPONENIIS(COMPRESSOR AND/OR PUMPS)PROMDED BY OTHERS a � 15 A POWER FOR FUJIMAC BLOWER 126 167 AND MUST NE U.L APPROVED THERMALLY PROTECTED PUMPS COMPRESSOR 80RI I-20ORI I 127 168 USE BREAKER S128 CB12H TBl F TBt 128 e�, s v e -7 N 169 129 CIRCUIT BREWER BT REWER PUMP FLOAT 170 TEMPERATURE RATING OF FIELD IfNSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG, F. / 130 171 (60 DEG, C,), TERMINAL STRIM AND GROUND LUG USE COPPER CONDUCTORS ONLY, THESE DRAWINGS ARE AN INSTRUMENT OF SERVICEAND ARE THE PROPERTY 0 o 131 P 172 CONNECT GROUND LUG IN PANEL TIO A SECURE EARTH GROUND �j AIR LINE TO OFJ.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED /132 iNMP 173 DASHED LINES REPRESENT FIELD HIRING FIELD UIRING SECTION � TREATMENT TANK MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. 133 174 j/ PROJECT#: 2024-123-01 DRAWING TITLE 134 175 135 176 Sanitary System 136 177 DRAWNI BY: DP 137 178 Details 138 179 __ BYt1 NOI E USED OR REPRODUCED IR ITS rL NTDff1 311CLOfED I�Z mu X ■ C.-,FujiCleanT SA 139 sIT o N0.EOIINPW,NIMHPRIMHIMCOISffi. � ° 0 � DATE: March 19,2024 DRAWING NUMBER 140 L81 wx Nr r¢ aNa Rr a r NrO n RA r Pa[cT w mmr ND ev, Toward Clean Water... a 12eT vlo Env ac GOY S t9/OS mV 114 CLS 5/19/OS 1017275 NiA e UT 2 A C002509 5/B{ 6W mi,rNc EN PM PA2 SCNE N16 IIII TILIE n tcD No. mm DZM NSO WA WA loft NONE D to SCHEM IAMH AEROBIC W rum SCALE: N.T.$. FUJI ELECTRICAL ONE LINE DIAGRAM N.T.S. 1017275 MECHANICAL, AEROBIC FUJI CLEAN WITHOUT TIMER N.T.S. BLOWER AND PANEL DETAIL N.T.S. 2 0F 2 5 max -- -Past*CN f Wire Lb Raft Zip files Hh 3 Per Post SURVEY OF PROPERT Y Filter Fa abric dffi A T SO LTTHOLD E ^~ : TO WN OF SO UTHOLD ELEVATION 1W- ° - SUFFOLK COUNTY, Filter Fabric "M ddon Of ROW 1000-5f�-02-14 - I;rWnd Lk* SCALE. 1 "-3- _v. FEBRUAR 8, 2024 ._...W s' Min Fnter - MARCH 13, 2024 (REVISIONS) Fabric Embedment =r ! R APRIL ;', 2024 (PROPOSED SEPTIC SYSTEM ADDED) 6 �--- CarWted Backflit MAY 23, 2024 (CONTOUR LINES ADDED) FABRIC ANCHOR DETAL SEPTEMBER 28, 2024 (REVISIONS) l$• SLT FIB DUAL OCTOBER 7, 2024 (revisions) N01/EMBER 18, 2024 (BUFFER & PROPOSED POOL ADDED) g TEST HOLE DATA McDONALD GEOSCIENCE J1412024 EL. 21.9' DARK BROWN LOAM OL 0.5' BROWN SILT ML 3' PALE BROWN FINE SAND SP �\ Flag#4 N ` PROPOSED 8'0 DRYWELL VACANT 4 FOR POOL BACKWASH LOT 17 EL16.9• �348•8 �—' \NO WATER ENCOUNTERED DRYWELL (TYP. OF 2) ...,,, PROPOSED 8'0 \ J I Flag#3 •�� NOTE. '8\O,o t �; ���\ ��� `�• �`� �\ W. V 1 O� — f ffE I I \\ � `�� �� � Yt Z � z / 0 J W N83.2010 ��9ti �, m� = POOL Q� EOPMNT. 1 DW QL i '192150 Zr1 i Hvnc GATE �,\\ / p.6 �Z�ZOZ� '� it 1b i i i zolo Q EL22.Q' Oaf EL21.7• ,S_ Ws--- �� G'i I I I I I I I W \' V —WSJ— —E_�—E V �Q❑ GATEXo �/�i4N i i f i i 0 �L O E�—E - 43.5• \3. V 6�'i I N 1 I COD W V O \ ( LL /� O 3 � = PROPOSED PER`50US o v z \ �\01 Z d GRA�DRNEWAY 17'a5 PROPOSED rc �$ o�W \ r X o LOT 5 ��/[�� /�+8 \� I II ` \` Flag#2 O �,, 2 ST`(. FR 0 a mom p N % a `V C� / (o I I t\ �\ I a v HOUSE & S 40.t' GARAGE, 2.0' �o O W �T/ FtIJI 0 FF=24.5 f m ,,M, ,��„�nnniuu,,, I, 1 I i 0 3 1 CEN-7 N 16' �� 1 1 I Cl) lO Q C DB 1 0 N 0.7 ''_"� �,= EL17.9' 59.0' 4' to ��,����fli .2Q EDGE OF LAWN f I) I v s , PROP: = 22 -- ? I S 5• �1 g g \ BLOWER THOWOUTSIDE ER � %0ts ��� ���IsA X X� 2.1'S. "(' 47.37 I,1 I �0 j L �Ia 1 O Z a N LP LP— �2 OWTS' AIR LINE ;DW �/ 1 O w wo Qo y EL20.2' \ 1 E KEY Z (/� &MM SERVICE LINE SHED 1 Landward edge of Fresh Water Wetlands as delin-•ated 3 �,a + = by Peconic Surveyors March 6, 2024. O -J = "ti z , p'f W = REBAR ULLJ 3 +1811 till 11 1 1 SQ3�20 1 Y� 100' TOP OF BANK T 6 L� GE OF LAWN JUv SETBACK LINE LOT WATER ® = WELL z t~i1 3 Z EL22.1• •\2z TEST HOLE PUBLIC ® = STAKE W o J �—��:s �_,22 WITH TH Certified To: = TEST HOLE o I m [)WELL q 265 Arsh,amoma ue, LLC Wa American Dream Abstract, Inc. ® = PIPE First American Title Insurance Company ® = MONUMENT OF 0EY' Vah = WETLAND FLAG �Q, = UTILITY POLE '0 0p = WETLANDS ,A I-sttC� 0511 .i AREA=26,361 SQ. FT. CONTOUR LINES AND ELEVATIONS REFERENCED TO NA VD 88 � N. Y.S. LIC. N0. 49618 NOTE.- PROPOSED SEPTIC SYSTEM DESIGNED BY OTHERS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PECON I C R VEYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. 631 765-5020 FAX 631 765- 1797 LOT NUMBERS REFER TO " MAP OF BE/XEDON ESTATES EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS ( ) ( ) BLOCK 2 FILED IN THE SUFFOLK COUNTY 'S OFFICE ON HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. Box 909 CLERK SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 7RA VELER STREET 09-202 MARCH 16, 1946 AS FILE NO. 1472. WHOSE SIGNATURE APPEARS HEREON. SOU ThOLD, N. Y. 11971 i 5'flax L6 Paat**9 f Robs -rh No.10 Wp We Or 50 Lb Raft Zp Tin .. ....._ nti 3 Per Poi. Po �."AR 1 3 2025 (, SURVEY OF PROPERT Y Filter Fabric A T SO UTHOLD TOWN OF SO UTHOLD N im ELE M m° VATION SUFFOLK COUNTY, Ftter Fd* 1000-56-02-14 • ___1keej0„ of Flout SCALE: 1 "=30' FEBRUARY 8, 2024 'fir------ •_'"•;n�-. 6' Mh FIter IF'l'; MARCH 13, 2024 (REVISIONS) F .4.r y meted BOf�(}i« APRIL 1, 2024 (PROPOSED SEPTIC SYSTEM ADDED) Gl .......__...._.__ y14iN 'J I ,6.~ r1h MAY 23, 2024 (CONTOUR LINES ADDED) FABRIC ANq�OR DETAIL SEPTEMBER 28, 2024 (REVISIONS) `$ SLT FENCE M7AL OC TOBER 7, 2024 (revisions) NOVEMBER 18, 2024 (BUFFER & PROPOSED POOL ADDED) g DECEMBER 2, 2024 (BUFFER ADDED) DECEMBER 17, 2024 (Certification added) TEST HOLE DATA McDONALD GEOSCIENCE MARCH 8, 2025 (Foundation Location) 31412024 EL. 21.9' DARK BROWN LOAM OL 0.5' BROWN SILT ML 3' OG�-�AYI s v2 ok' PALE BROWN FINE SAND SP N FlagN4 v6vl N PROPOSED 8'0 DRYWELL VACANT LOT 4 17, FOR POOL BACKWASH 348* .nrr .rn u..+r r.rnr.• , r 1 ognonccn a' \ •. I - -- - "—\. : ,\3 Iry . .ry nn,ten ur .vv.rii�✓ 8\p - �� lW - - • (�+ DRYWELL (TYP. OF 2) ,p w E z3= ZQrnO N83-201 C � Ja POOL 1 ow 4L 102•9 ��o 0 -x EOPMNT W nl W , N -'N ti CQ W 1 �b o E o �C a EL22.Q' _ I-2t 7�,�_�WS _=E . .� o ,�� � 61 V O 'CIC a GATE A O 3 p�OUs o 51.3 \\ t o �� 2C��+ ^' m W Y O \ ..J O = PROPOSED z a GRAVEL DRNEWAY 17.7' - \� x v / �G Q Z� �G g#2 Q � Fla \ Q 0 w � 40.9_ CRETE FOUNDATION 4'o N N ?a� a LOT 5 �/ �'� co a �. CON j/ 1 TOP CF FNDTN. EL.- 23 8 x rn �� `L-� �L Q z rn = L- d Z 42i EX/ I � �?J � � Q F- O -T FUJI OLO :0 16, \ ,rr,rrrrrrruuni",,,,,,,,, 1 vJ (A 1 CEN-7 O / a O a DB 1 0 ter`\. EL17.9' I i / .- Q V �' +Zy 69.1 wisp' ~ '2Q EDGE OF LAWN W Co. rr rn z 22 - y� 4j rrornrrrrx _ , _ m �p ,,,,,r�r„����� X X 2 'S. 347•37 �, ; t ,o I ` p O I_ 79 � N I R. 5' LP-1 e' LP-2 DW 1 "I'll _ 1 ! I I log 1 3 d O 'MI (� EIECTRIC SERVICE IJNE `� / EL20.2' , ° 9# Z KEYz (�/ 3 � i & OLSHED I Landward edge of Fresh Water Wetlands as delineated O J = - I ' V7 W by Peconic Surveyors March 6, 2024. = REBAR 3 01811 �111�1 583.20 10 6 �, GE OF LAWN L O T z 3 EL22.1' 2t�s' TEST HOLE o z WATER ® = WELL z a ® = STAKE M z ? �� �� '- 22 LINIG WITH PUBLIC J0U putEL = TEST HOLE 3 I m Certified To: o e = PIPE z 265 Arshamomaque, LLC z ® = MONUMENT MidFirst Bank = WETLAND FLAG American Dream Abstract, Inc. UTILITY POLE 1-0'� First American Title Insurance Company co o�� IFS = WETLANDS Its • AREA=26,361 SCE. FT. N Y.S LIC. N0. 49618 CONTOUR LINES AND ELEVA RONS REFERENCED TO NA VD 88 N. Y.S. LIC. NO. 051132—01 NOTE.• PROPOSED SEP77C SYSTEM DESIGNED BY OTHERS ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PEC IC FLOOD CERTIFICATE SOLUTIONS OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 ,(63l) 989-9174 LOT NUMBERS REFER TO " MAP OF BEIXEDON ESTATES" EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS Email: peconicsurvey@optonline.net BLOCK 2 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF peconicfcs©gmail.com SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.0. BOX 909 0(]_�O� MARCH 16, 1946 AS FILE NO. 1472. WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 e./ l i SCDHS Ref. No. R-24-0419 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APfiRQVSI G E FAMILY REST WORKS FOR SURVEY OF PROPERT Y A SI`;GLF FAP�?1LY RESIDENCE Date: OCT 11 2025 H.S. P.pr. NO.R:gy_04,g AT SDUTHOLD Thn srw77P disposal 3^G v;e <scop',e f :j:*,'es at th.s 10cit3an have been TOWN OF SO UTHOLD I^=P�;te+andl,r cer~Fed �y t`Is GePar<r,nnt or other a gencies and ]' j� j ] ]���f ]�j '�T found t^► s,:;sf3rtor� ^?y"�",A`(;^r?L'*f OF b BEDROOMS. SUFFOLK 1 C01 V 1 V l Yj 1 Y. 1 . 1000-56-02-14 MNATHAN PAI, P.E., CHIEF SCALE- 1�=30' OFFICE OF WASTE MANAGEMENT FEBRUARY 8, 2024 MARCH 13, 2024 (REVISIONS) APRIL 1, 2024 (PROPOSED SEPTIC SYSTEM ADDED) SEPTIC SYSTEM AS INSTALLED MAY 23, 2024 (CONTOUR LINES ADDED)SEPTEMBER 28, 2024 (REVISIONS)`�g,• [11 FUJI CENT OWTS SEPTIC TANK (ST) OCTOBER 7, 2024 (revisions) [ ] X 8' DEEP PRECAST CONCRETE LEACHING POOLS NOVEMBER 18, 2024 (BUFFER & PROPOSED POOL ADDED) g [1]DI DISTRTRI IBUTION BOX (DB) DECEMBER 2, 2024 (BUFFER ADDED) TEST HOLE DATA DECEMBER 17, 2024 (Certification added) McDONALD GE S IENCE SEPTIC LOCATION MARCH 8, 2025 (Foundation Location) EL. 21.9' 31412024 SEPTEMBER 5, 2025 ( Final As Built Survey) DARK BROWN LOAM OL .A, ,B. 0.5' ST 35' 25' DB 41' 31.6' BROWN SILT ML LP f 53' 35' 3' LP.2 1 41.6' 1 20' PALE BROWN FINE SAND SP ^ Flagp4 N \ -V �N PROPOSED eb ORYWEiL VACANTLOT 4 + •� �� \� •" N FOR POOL BACKWASH 'e X. 17' ! EL19.9• �1348•83" , : Fla9fl 3 •IZ' NOTE: NO WATER ENCOUNTERED DRYWELL STOOP > �4 W p winnow N ..-.`� ' ti \ ":- In VA POOL FILTER ^-._ a_ .� — �Z �S O m - Z'110 t - N83 20 r ... t rt /fir :::.o_ , ,. = b-,:. ILL- 0 EL22. EL2/.T ME'ER X I A 7 i 1 ��w A 43.7' I ,� � Z 1 jr C) �. w A z ro $ '� �C/ av�o -yam r ` ' :- ` a 1'FIagy2 c 10.6' 2 STORY FAME "` l C' OT -c� ,� - 1 - , r _.s_ 1� Z n I a GARAGE i 70 �z. , ? t -- t 4 WIRES D HOUSE 15.7 �x P -i 1. 1:: I Q 0 2 i Fwt m (Fln.Flr.Er. 25.8') -- �a' -moo: :S .:--1 - - .J_--'-'-ff V p Q O + p9 Q p0 00.�' N t J J EL17.9'- 1 t 1` i I y 22 _- 4 4 .2 OD 59.A3� _ O > * \ r B I�� �� ti aSHMII rs. 37 1 to WIELL �! 00 �1 o i , + t N rr�� O pp &CONTROL PMM :. ILA KEY 1 3 M1 Z W �` P +r zF1r2 � - ; Landward edge of Fresh Water Wetlands as definrofed Q = REBAR y " 583*20 O►�W GE of uwrt T 6 ® WELL z z EL22211 ?�'e �? TEST HOLE LOT gTER A = STAK£ M o ___EL=��:3 ?z WE liti/ITH PUBLIC DWELLING = TEST HOLE 3 `i m '' «� �- or D Certif ied To: A.. qq� 4 A +� PIPE Z a 265 Arshamomaque, LLC ";A t A L9 = MONUMENT MidFirst Bank , - 0 American Dream Abstract, Inc. '' WETLAND FLAG First American Title Insurance Company cO-) = UTILITY POLE = WETLANDS AREA-26,361 SO. FT. 5N. Y.S. LIC. NO. 49618 N. Y.S. LIC. NO. 051132-01 CONTOUR LINES AND ELEVATIONS REFERENCED TO NA VD 88 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION P ONI FLOOD CERTIFICATE SOLUTIONS OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 ,(631) 989-9174 LOT NUMBERS REFER TO " MAP OF BEIXEDON ESTATES" EXCEPT AS PER SEC77ON 7209--SUBDIVISION 2. ALL CER77FICA77ONS Email: peconicsurvey@optonline.net BLOCK 2 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF peconicfcs0gmail.com SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 O�l202 MARCH 16, 1946 AS FILE NO. 1472. WHOSE SIGNATURE APPEARS HEREON. SDUTHOLD, N. Y. 11971 Generated by REScheck-Web Software Compliance Certificate Project 265 Arshamomaque Ave Southold, NY 11971 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,159 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 265 Arshamomaque Ave Southold, 265 Arshamomaque Ave Southold, Energy Rating Service, Inc Matt NY 11971 NY 11971 Wahl Islip Terrace, NY 11752 631- 566-8439 energyratingservice@yahoo.com Compliance: Passes using UA trade-off Compliance: 7.1%Better Than Code Maximum UA: 534 Your UA: 496 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Roof Rafters: Cathedral Ceiling 2,139 38.0 0.0 0.027 0.026 58 56 Wall 1:Wood Frame, 16" D.C. 37 19.0 0.0 0.060 0.060 2 2 Wall 2: Wood Frame, 16" D.C. 8 19.0 0.0 0.060 0.060 0 0 Wall 3: Wood Frame, 16" D.C. 39 19.0 0.0 0.060 0.060 1 1 Window 1: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 4: Wood Frame, 16" D.C. 8 19.0 0.0 0.060 0.060 0 0 Wall 5:Wood Frame, 16" D.C. 18 19.0 0.0 0.060 0.060 1 1 Wall 6:Wood Frame, 16" D.C. 21 19.0 0.0 0.060 0.060 1 1 Wall 7:Wood Frame, 16" D.C. 8 19.0 0.0 0.060 0.060 0 0 Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 1 of12 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall 8:Wood Frame, 16" o.c. 42 19.0 0.0 0.060 0.060 2 2 Window 2: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 9:Wood Frame, 16"o.c. 8 19.0 0.0 0.060 0.060 0 0 Wall 10:Wood Frame, 16" o.c. 18 19.0 0.0 0,060 0.060 1 1 Wall 11:Wood Frame, 16" ox. 215 19.0 0.0 0.060 0.060 11 11 Window 3: Other 30 0.300 0.320 9 10 SHGC: 0.30 Wall 12:Wood Frame, 16" ox. 97 19.0 0.0 0.060 0.060 4 4 Window 4: Other 30 0.300 0.320 9 10 SHGC: 0.30 Wall 13: Wood Frame, 16" ox. 147 19.0 0.0 0.060 0.060 9 9 Wall 14: Wood Frame, 16" o.c. 46 19.0 0.0 0.060 0.060 3 3 Wall 15: Wood Frame, 16" o.c. 147 19.0 0.0 0.060 0.060 9 9 Wall 16: Wood Frame, 16" ox. 97 19.0 0.0 0.060 0.060 3 3 Window 5: Other 52 0.300 0.320 15 17 SHGC: 0.30 Wall 17: Wood Frame, 16" ox. 10 19.0 0.0 0.060 0.060 1 1 Wall 18: Wood Frame, 16" ox. 50 19.0 0.0 0.060 0.060 2 2 Window 6: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 19: Wood Frame, 16" ox. 10 19.0 0.0 0.060 0.060 1 1 Wall 20:Wood Frame, 16" o.c. 34 19.0 0.0 0.060 0.060 2 2 Wall 21:Wood Frame, 16" o.c. 58 19.0 0.0 0.060 0.060 3 3 Window 7: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 22: Wood Frame, 16" o.c. 32 19.0 0.0 0.060 0.060 2 2 Wall 23: Wood Frame, 16" ox. 81 19.0 0.0 0.060 0.060 3 3 Window 8: Other 30 0.300 0.320 9 9 SHGC: 0.30 Wall 24: Wood Frame, 16" ox. 66 19.0 0.0 0.060 0.060 4 4 Wall 25: Wood Frame, 16" ox. 8 19.0 0.0 0.060 0.060 0 0 Wall 26: Wood Frame, 16" o.c. 39 19.0 0.0 0.060 0.060 1 1 Window 9: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 27:Wood Frame, 16" ox. 8 19.0 0.0 0.060 0.060 0 0 Wall 28:Wood Frame, 16" o.c. 42 19.0 0.0 0.060 0.060 3 3 Wall 29:Wood Frame, 16" o.c. 83 19.0 0.0 0.060 0,060 5 5 Wall 30: Wood Frame, 16" ox. 112 19.0 0.0 0.060 0.060 6 6 Window 10: Other 12 0.300 0.320 4 4 SHGC: 0.30 Wall 31:Wood Frame, 16" o.c. 106 19.0 0.0 0.060 0.060 6 6 Wall 32:Wood Frame, 16" o.c. 165 19.0 0.0 0,060 0.060 10 10 Wall 33:Wood Frame, 16" o.c. 496 19.0 0.0 0.060 0.060 22 22 Window 11: Other 42 0.300 0.320 13 14 SHGC: 0.30 Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 2 of12 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 12: Other 65 0.300 0.320 20 21 SHGC: 0.30 Window 13: Other 26 0.300 0.320 8 8 SHGC: 0.30 Wall 34:Wood Frame, 16" o.c. 15 19.0 0.0 0.060 0.060 1 1 Wall 35:Wood Frame, 16" o.c. 130 19.0 0.0 0.060 0.060 6 6 Window 14: Other 15 0.300 0.320 5 5 SHGC: 0.30 Window 15: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 36: Wood Frame, 16" o.c. 109 19.0 0.0 0.060 0.060 4 4 Window 16: Other 50 0.300 0.320 15 16 SHGC: 0.30 Wall 37:Wood Frame, 16" ox. 92 19.0 0.0 0.060 0.060 4 4 Window 17: Other 32 0.300 0.320 10 10 SHGC: 0.30 Wall 38: Wood Frame, 16" ox. 94 19.0 0.0 0.060 0.060 4 4 Window 18: Other 30 0.300 0.320 9 10 SHGC: 0.30 Wall 39:Wood Frame, 16" o.c. 15 19.0 0.0 0.060 0.060 1 1 Wall 40:Wood Frame, 16" o.c. 56 19.0 0.0 0.060 0.060 3 3 Wall 41: Wood Frame, 16" o.c. 74 19.0 0.0 0.060 0.060 3 3 Window 19: Other 31 0.300 0.320 9 10 SHGC: 0.30 Wall 42: Wood Frame, 16" o.c. 9 19.0 0.0 0.060 0.060 1 1 Wall 43: Wood Frame, 16" o.c. 18 19.0 0.0 0.060 0.060 1 1 Wall 44: Wood Frame, 16" ox. 62 19.0 0.0 0.060 0.060 4 4 Wall 45: Wood Frame, 16" ox. 139 19.0 0.0 0.060 0.060 7 7 Window 20: Other 15 0.300 0.320 5 5 SHGC: 0.30 Window 21: Other 15 0.300 0.320 5 5 SHGC: 0.30 Wall 46:Wood Frame, 16" o.c. 18 19.0 0.0 0.060 0.060 1 1 Wall 47:Wood Frame, 16" ox. 9 19.0 0.0 0.060 0.060 1 1 Wall 48: Wood Frame, 16" ox. 145 19.0 0.0 0.060 0.060 7 7 Window 22: Other 24 0.300 0.320 7 8 SHGC: 0.30 Wall 49: Wood Frame, 16" ox. 80 19.0 0.0 0.060 0.060 4 4 Door 1: Solid 21 0.290 0.320 6 7 Wall 50:Wood Frame, 16" o.c. 65 19.0 0.0 0.060 0.060 1 1 Door 2: Solid 21 0.280 0.320 6 7 Window 23: Other 10 0.300 0.320 3 3 SHGC: 0.30 Window 24: Other 10 0.300 0.320 3 3 SHGC: 0.30 Overhang:All-Wood Joist/Truss 10 30.0 0.0 0.033 0.047 0 0 Basement Ceiling:All-Wood joist/Truss 1,811 30.0 0.0 0.033 0.047 60 85 Garage Ceiling:All-Wood Joist/Truss 211 30.0 0.0 0.033 0.047 7 10 Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 3 of12 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the m n to a uirements i e in h `R�i�heafi�06Mgip NPk Wahl matthew Wahl, HERS Rater2572845 IVI i'thew fiafil;`Date:2024.04.24 04:25:34-04'00' Name-Title Signature Date Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 4 of12 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req. ID 103.1, i Construction drawings and ;❑Complies 103.2 !documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the building envelope.Thermal ❑Not Observable 1 ;envelope represented on ❑Not Applicable ; !construction documents. 103.1, !Construction drawings and ❑Complies 103.2, !documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR3]1 !lighting and mechanical systems. ❑Not Observable 0) 1 Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate ; ;compliance with the IECC (Commercial Provisions. 302.1, `Heating and cooling equipment is:, Heating: ; Heating: ;❑Complies 403.7 !sized per ACCA Manual S based Btu/hr Btu/hr !❑Does Not [PR2]2 ]on loads calculated per ACCA Manual or other methods Cooling: Cooling: ,❑Not Observable approved by the code official. Btu/hr Btu/hr :❑Not Applicable ; i Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 5 of12 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 1A protective covering is installed to ❑Complies [FO1112 protect exposed exterior insulation UDoes Not and extends a minimum of 6 in. below grade. ;❑Not Observable 1 El Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies (FO12]2 installed. j❑Does Not ❑Not Observable; ]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 6 of12 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, Door U-factor. ; U- ! U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRl] 1 . ;❑Not Observable ![:]Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, (average). :❑Does Not table for values. 402.3.3, 402.5 :❑Not Observable [FR2]1 ;❑Not Applicable ; J I 303.1.3 ;U-factors of fenestration products ,❑Complies [FR4]1 .are determined in accordance -]Does Not ;with the NFRC test procedure or ;taken from the default table. ILINot Observable 1 j❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 1 installed per manufacturer's ❑Does Not `instructions. ❑Not Observable ❑Not Applicable 402.4.3 1 Fenestration that is not site built -- ❑Complies [FR20]1 its listed and labeled as meeting IE]Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC Pot Observable 1400 that do not exceed code J❑Not Applicable j i ;limits. , 402.4.5 11C-rated recessed lighting fixtures ❑Complies [FR16]2 !sealed at housing/interior finish ❑Does Not j and labeled to indicate 52.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 !Supply and return ducts in attics ❑Complies [FR12]1 1insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and . , ❑Not Observable , 1 return ducts in other portions of G ❑Not Applicable ; !the building insulated >= R-6 for !diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter, 1. 3 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 Iboxes are sealed with ❑Does Not !joints/seams compliant with ;❑Not Observable International Mechanical Code or I International Residential Code,as ❑Not Applicable applicable. 403.3.5 'Building cavities are not used as ❑Complies [FR15]3 !ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 ',HVAC piping conveying fluids R- R- 1❑Complies [FR17]2 'above 105°F or chilled fluids ❑Does Not A-) 1below 55°F are insulated to ?R- 3 ; ;❑Not Observable , ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC $❑Complies [FR24]1 1 piping. ❑Does Not i}) ❑Not Observable I ❑Not Applicable 403.5.3 {Hot water pipes are insulated to R R- ❑Complies ; [FR18]2 �>_R-3. ;❑Does Not j ;❑Not Observable I :❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 7 of12 Section . Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 iAutomatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable { ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 8 of12 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ,All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ; ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ?See the Envelope Assemblies 402.2.E ❑ Wood ;❑ Wood El Does Not table for values. [IN1]1 ❑ Steel ❑ Steel UNot Observable ❑Not Applicable 303.2, !Floor insulation installed per ❑Complies ; 402.2.8 ;manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the !underside of the subfloor, or floor ❑Not Observable ; framing cavity insulation is in IF-]Not Applicable contact with the top side of ;sheathing, or continuous I insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing ;members. 402.1.1, :Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 jwall insulation on the wall ❑ Mass ❑ Mass E❑Not Observable [IN3]1 ;exterior,the exterior insulation I requirement applies (FR10). ;❑ Steel ❑ Steel ;❑Not Applicable I i 303.2 lWall insulation is installed per ;❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 9 of12 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not 1 table for values. 402.2.2, ❑ Steel ❑ Steel 402.2.E ;❑Not Observable ' [Fill' ; ; ;❑Not Applicable ; ; 303.1.1.1, ;Ceiling insulation installed per }❑Complies 303.2 manufacturer's instructions. ❑Does Not , [FI2]1 :Blown insulation marked every 300 ft2. y ❑Not Observable ❑Not Applicable ; 402.2.3 ;Vented attics with air permeable ❑Complies [FI22]2 !insulation include baffle adjacent ❑Does Not ;to soffit and eave vents that !extends over insulation. ❑Not Observable 1 ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ; [FI3]1 insulation >_R-value of the :❑Does Not ;adjacent assembly. UNot Observable { ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies [1`I17]1 ach in Climate Zones 1-2, and T❑Does Not <=3 ach in Climate Zones 3-8. :[:]Not Observable ;❑Not Applicable 403.3.3 :Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ; [FI27]1 determine air leakage with ftz ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a ; :❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable M.g. across the system including ;the manufacturer's air handler :enclosure if installed at time of test. Postconstruction test:Total I leakage measured with a j pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air ; handler enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [FI4]1 cfm/100 ft2 across the system or ftz ft2 ;❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ; ; ±tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated QComplies [924]1 by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ' ❑Not Applicable 403.1.1 (Programmable thermostats , ❑Complies [FI9]2 i installed for control of primary ❑Does Not heating and cooling systems and I initially set by manufacturer to ❑Not Observable code specifications. 1❑Not Applicable 403.1.2 1 Heat pump thermostat installed ❑Complies [FI10]2 ion heat pumps. ❑Does Not 4❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies [FI11]2 ;systems have automatic or ❑Does Not ±accessible manual controls. -]Not Observable ' ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 10 of12 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.6.1 ;All mechanical ventilation system g{❑Complies [F[25]2 +fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy land airflow limits per Table ❑Not Observable 3 R403.6.1. ❑Not Applicable 403.2 f Hot water boilers supplying heat ❑Complies [FI26]2 !through one-or two-pipe heating ❑Does Not systems have outdoor setback . , i control to lower boiler water ❑Not Observable !temperature based on outdoor ❑Not Applicable ; !temperature. 403.5.1.1 Heated water circulation systems S❑Complies ; [FI28] !have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the !occupancy. Controls automatically turn off the pump ?when water is in circulation loop Is at set-point temperature and no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ❑Complies ; [FI29]2 !comply with IEEE 515.1 or UL ❑Does Not 1515. Controls automatically [-]Not Observable adjust the energy input to the i heat tracing to maintain the s ❑Not Applicable ,desired water temperature in the piping. ; 403.5.2 Demand recirculation water ❑Complies [F[30]2 systems have controls that IE]Does Not j manage operation of the pump ] and limit the temperature of the ❑Not Observable }water entering the cold water ❑Not Applicable f piping to <= 1049F. i 403.5.4 Drain water heat recovery units []Complies ; [FI31]2 tested in accordance with CSA ❑Does Not 'B55.1. Potable water-side ❑Not Observable ; i pressure loss of drain water heat , recovery units< 3 psi for ❑Not Applicable individual units connected to one j or two showers. Potable water- side pressure loss of drain water j heat recovery units < 2 psi for individual units connected to ; three or more showers. 404.1 ;90%or more of permanent ❑Complies [FI6]1 !fixtures have high efficacy lamps. ❑Does Not ❑Not Observable s ❑Not Applicable 4d4.1.1 !Fuel gas lighting systems have ❑Complies ; [FI23]3 'no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 !Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not []Not Observable 1 ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 11 of12 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 ;Manufacturer manuals for I ❑Complies [FI18]3 !mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 265 Arshamomaque Ave Southold, NY 11971 Report date: 04/24/24 Data filename: Page 12 of12 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.29 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments ACCA Manual DJS HVAC Load Calculations for Residence 265 Arshamomaque Ave Southold, NY 11971 M"VACFZXSiDrAHTLA-L HVAC LoADs Prepared By: Matt Wahl Energy Rating Service, Inc Islip Terrace, NY 11752 631-566-8439 Wednesday,April 24,2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy.Rating Service ACCA Manual DJS Islip Terrace,NY 11752 '� Pa e 2 Project Report General Project Information Project Title: ACCA Manual DJS Project Date: 04/23/2024 Client Name: Residence Client Address: 265 Arshamomaque Ave Client City: Southold, NY 11971 Company Name: Energy Rating Service, Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-566-8439 Company E-Mail Address: energyratingservice@yahoo.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 2,600 CFM Per Square ft.: 0.804 Square ft. of Room Area: 3,232 Square ft. Per Ton: 833 Volume (ft3): 38,888 FK[I-d-ing Loads Total Heating Required Including Ventilation Air: 52,110 Btuh 52.110 MBH Total Sensible Gain: 41,478 Btuh 89 % Total Latent Gain: 5,109 Btuh 11 % Total Cooling Required Including Ventilation Air: 46,587 Btuh 3.88 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 r Pa e 3 Load Preview Report Nei ft. Sen Lai Net Sen Ht CI q� Duct Scope To /To Are Gai Gai Gai Loss g g Size CFM CFM CFM Building 3.88 833 3,232 41,476 5,109 46,587 52,110 2,600 2,606 2,600 System 1 1.41 1,027 1,443 15,359 1,511 16,870 22,617 1,200 1900 1,200 12x1 Ventilation 483 1,126 1,609 3,621 55, 55 55 Zone 1 1,443 14,876 385 15,261 18,996 1,200 1,200 1,206 12x1 1-Bonus Room 304 3,362 117 3,479 5,603 354 271• 271; 3- 2-Bed 3 223' 2,947 80 3,027 3,466 219 238 238' 3--6 3-Bed 2 223 3,600 67 3,667 3,366 213; 290 290' 3-- 4-Bath 68 325 0 _ 325 193, 12, 2626i . .__1-_ 5-Common Bath 84 614, 20 634; 1,030 66; 49 49 1- 6-Balcony 301 977. 25, 1002 1,702 108 79 79 1- 7-Bed 4 241 3,052 76 3,128 3,627 229 246' 246'' 3- System 2 2.48 722 1,789 26,119 3,598 29,717 29,493 1,400 1,400 1,400 12x2 Ventilation 483: 1,126 1,609 3,621 55' 55 55' Supply Duct Latent 331 331 Return Duct 0; 58; 58, 120 Zone 1 1,789 25,636 2,083 27,719 25,752 1,400 1,400 1,400 12x2 8-Bed 2 160 3,438 0 3,438 3,015 19 188. 188, 2-- 9 MBed 195 3,744 0 3,744 4,037 219, 204� 204. 2- 10-M Bath 195 774 01 774. 1,723 94' 42' 42 1- 11-Laundry 73 1,055 0; 1,055 992 54,, 58 58' 1-- 12-Kitchen 322 4,678.. .883.. .._5,5656 - - 1 2,121 115 255 255' 3- 13-Great Room 492 7,386 400' 7,786 9,201 500' 403, 403 44 14-Dining 175 2,919 600 3,519 3,187 173 159 155 24 15-Pwdr 22 285' 01 285 41 2, 16 16, 1 16-Foyer 154 1,356 200, 1,556 1,435 78, 74 74 1- D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 mio Pa g 4 Duct Size Preview Room or Source Minimu Maximu Rough Desig SP Duc Du c Htg Clg Act. Duct Reg Duct Name Velocity, Veloci Factor L/10 Loss Velocity Lengt Flow Flow Flow Size Size System 1 Supply Runouts Zone 1 1-Bonus Room Built-In 0 750 0.01' 0.11 460.4 354, 2,71 27P 3--6 2-Bed 3 Built-In 0' 750 0.01 0.1 403.6 219IJ203 238 3-6 3-Bed 2 Built-In 0 750 0.01 0.1 493. 21311M 290 3--6 4-Bath Built-In 0 750 0.01 0.1 300.3 12 2 26, 1-4 5-Common Bath Built-In 0 750• 0.01 0.1 363, 66, 49 49 1--5 6-Balcony Built-In 0 750 0.01 0.1 401.5 1 7 79 1-6* 7-Bed 4 Built-In 0 750 0.01 0.1 417.9 224 24 246 3--6 Other Ducts in System_ 1 Supply Main Trunk Built-In 0, 900 0.003 0.1 847.1 1,200 1,20 1,2011 12x11 System 2 Supply Runouts Zone 1 - - - - - 8-Bed 2 Built-In 0 750 0.0? 0.1 478.1 1641M. 188; 2--6 9-MBed Built-In 0 750 0.01 0.1 520.6 219 204 204 2--6 10-MBath Built-In 0 750 0.01 0.1 310.1 94, 4 4.9 175 11-Laundry Built-In 0 750 0.01` 0.111 422.7 54, 5 58 1--5 12-Kitchen Built-In 0 750 0.01• 9.11 433.7 115 25 255 3--6 13-Great Room Built-In 0 750 0.01 0.1• 513.E 500 40 403 476 14-Dining Built-In 0 750 0.01 0.1 406 173 15 159 2--6.. 15-Pwdr Built-In 0 750 0.01 0.1 178.3 2®1 16, 1-4 16-Foyer Built-In 0 750 0.01' 0.1 377.1 78, 74 74 1-6, Other Ducts in System 2 Supply Main Trunk Built-In 01 900 0.003 0.1 840 1,400 1,40 1,400 12x20 Summary System 1 Heating Flow: 1200 Cooling Flow: 1200 System 2 Heating Flow: 1400 Cooling Flow: 1400 D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service EX ACCA Manual DJS Isli Terrace,NY 11752 Page 5 Total Buildin Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1-1:0.30, SHGC:0.30: Glazing-1-1:0.30, SHGC:0.30, U-value 609.7 10,975 0 15,250 15,250 0.3, SHGC 0.3 11 P: Door-Metal - Polyurethane Core, U-value 0.29 21 365 0 116 116 11 F: Door-Wood -Solid Core With Metal Storm, U-value 21 353 0 112 112 0.28 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2833.9 11,562 0 2,003 2,003 cavity, no board insulation, siding finish, wood studs, U-value 0.068 r38: Roof/Ceiling-Roof Joists Between Roof Deck and 2409.5 4,626 0 771 771 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 open cell 1/2 lb. spray foam, 10.5 inches in 2 x joist cavity, U-value 0.032 20P1-30op: Floor-Over open crawl space or garage, 209.3 439 0 22 22 Passive, spray foam insulation, R-30 open cell 1/2 lb. spray foam insulation, 8 inches in 2 x 10 joist,cavity, any cover, U-value 0.035 19A-30p: Floor-Over enclosed crawl space, No insulation 1810.7 3,100 0 414 414 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 Subtotals for structure: 31,420 0 18,688 18,688 People: 7 1,400 1,610 3,010 Equipment: 683 15,714 16,397 Lighting: 800 2,728 2,728 Ductwork: 2,618 389 643 1,032 Infiltration:Winter CFM: 164, Summer CFM: 19 10,829 385 165 550 Ventilation:Winter CFM: 110, Summer CFM: 110 7,242 2,252 966 3,217 AED Excursion: 0 0 965 965 Total Building Load Totals: 52,110 5,109 41,478 46,587 Check Figures Total Building Supply CFM: 2,600 CFM Per Square ft.: 0.804 Square ft. of Room Area: 3,232 Square ft. Per Ton: 833 Volume (ft3): 38,888 Fb0fl-ding Loads Total Heating Required Including Ventilation Air: 52,110 Btuh 52.110 MBH Total Sensible Gain: 41,478 Btuh 89 % Total Latent Gain: 5,109 Btuh 11 % Total Cooling Required Including Ventilation Air: 46,587 Btuh 3.88 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\ ...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS IslipTerrace,NY 11752 Pa e 6 E ui ment Data - System 1 - 2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1 636AJ1/RH1 P3617STA Indoor Model: RA1 636AJ 1/RH1 P3617STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 33,200 Efficiency: 14.5 SEER This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 15,359 Btuh, Lat. gain: 1,511 Btuh, Sen. loss:22,617 Btuh, Entering clg. coil DB: 75.4F, Entering clg. coil WB: 62.9F, Entering htg. coil DB: 67.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 678 CFM, Req. htg. airflow: 247 CFM D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service N.mio ACCA Manual DJS IslipTerrace,NY 11752 Page 7 Equipment Data - System 2 - 1st Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1 642AJ1/RH1 P4821 STA Indoor Model: RA1642AJ 1/RH 1 P4821 STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 41,000 Efficiency: 14.5 SEER This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 26,119 Btuh, Lat. gain:3,598 Btuh, Sen. loss:29,493 Btuh, Entering clg. coil DB: 75.3F, Entering clg. coil WB: 62.9F, Entering htg. coil DB: 67.6F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1168 CFM, Req. htg. airflow: 335 CFM D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Page 8 Manual S Performance Data - System 1 - 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 15.359 Outdoor Wet Bulb: 71 Latent Gain: 1.511 Indoor Dry Bulb: 75 Total Gain: 16.870 Indoor RH: 50 Load SHR: 0.91 Supply Airflow: 1,200 Entering Dry Bulb: 75.4 Entering Wet Bulb: 62.9 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 22.617 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.3 Indoor RH: 30 Supply Airflow: 1,200 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA1636AJ1/RH1 P3617STA, Indoor Model: RA1 636AJ1/RH1 P3617STA Nominal Capacity:33.200, Manufacturer: RHEEM Entered Interpolation Data: � EDB 0 EWB 1 Air Flow ODB Total Power 75.4 F _ OF CFM of Capacity Input Sensible MBtuh kW S/T II Capacity xIl MBtuh 62. 120 1 83 33.2 2.86 0.783 26 Interpolation Results: Percent Load of Load Sensible Capacity: 26.000 15.359 169% Latent Capacity: 7.200 1.511 477% Total Capacity: 33.200 16.870 197% Power Input: 2.86 Heating: Model Type: Propane Furnace, Model: , Nominal Capacity: 64.000, Manufacturer:WEIL MCLAIN Results: Percent Load of Load Heating Capacity: 64.000 22.617 283% D:\ ...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Page 9 Manual S Performance Data - System 2 - 1st Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 26.119 Outdoor Wet Bulb: 71 Latent Gain: 3.598 Indoor Dry Bulb: 75 Total Gain: 29.717 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 1,400 Entering Dry Bulb: 75.3 Entering Wet Bulb: 62.9 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 29.493 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.6 Indoor RH: 30 Supply Airflow: 1,400 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: RA1642AJ1/RH1 P4821STA, Indoor Model: RA1 642AJ1/RH1 P4821 STA Nominal Capacity: 41.000, Manufacturer: RHEEM Entered Interpolation Data: _ �EDB Total Power 75.3 OF EWB Air Flow ODB --- — OF CFM of Capacity Input FSfr Sensible MBtuh kW Capacity MBtuh -62.PF 140 F 831 41. 3.28 0.732 30 Interpolation Results: Percent Load of Load Sensible Capacity: 30.000 26.119 115% Latent Capacity: 11.000 3.598 306% Total Capacity: 41.000 29.717 138% Power Input: 3.28 Heating: Model Type: Propane Furnace, Model: , Nominal Capacity:86.000, Manufacturer:WEIL MCLAIN Results: Percent Load of Load Heating Capacity: 86.000 29.493 292% D:\...\265 Arshamomaque Ave_04232024 ACCA Manual DJS.rh9 Wednesday, April 24, 2024, 4:28 AM AJ v OCCUPANCY OR USE IS UNLAWFUL AS NOTED APPROVED WITHOUT CERTIFICATE ®F OCCUPANCY FEE.3e?G��� BY: - NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE Fpl_I_f?ANING INSPECTIONS: COMPLY"TH ALL CODES OF 1N TWO REQUIRED (W YORK STATE&TOWN COS r' ';O�ICRETE PLUMBING AS REQUIRED AND CONDITIONS OF & MAWr 4. FIN/ L-CONSTRUCTION MUST BE COMPLETE FOR C.O. 111 CONSTRUCTION SHALL MEET THE ?EQUIREMENTS OFTHE CODES OF NEW , .ILYADw 'ORK STATE. NOT RESPONSIBLE FOR � mmw ' 4 SIGN OR CONSTRUCTON ERRORS ���criGt ''bONOT PROCEED WITH RETAIN STORM WATER RUNOFF FR�AMING.UNTIL SURVE-% PURSUANT TO CHAPTER 236 "'OF FOUNDATION! !�� Y HAS BEEN OF THE TOWN CODE. Fire separation requite as p TRUSS PLACARDING REQUIRED NYS Code PLUMBING Mechanical Ventilation ALL PLUMBING WASTE eystera Shall be required &WATER LINES NEED per NYS Energy Code TESTING BEFORE COVERING - ..._ Blower door PLUMBER CERT/ and ductwork ON LEAD CONTENT BEFORE and required. CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLYSYSTEM CANNOT Must provide Manuats EXCEED 2/10 OF 1% : ;.-� D,J and S as per NYS Energy Code AD exterior fighting installed$ replaced or repaired shall conform to Chapter 172 of the Town Code CARPENTRY AND LUMBER: TABLE R301.2(1) THESE PLANS HAVE BEEN DESIGNED A L CODE of NEW YORK STATE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA f-_. FOR COMPLIANCE WITH THE:2020 RESIDElil1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RESIDENTIIAL CODE 1. 2020 RESIDENTIAL CODE OF NEW YORK STATE OF NEW YORK STATE.LUMBER IS BE FURNISHED AND INSTALLED COMPLETE WITH ALL WIND DESIGN SUBJECT TO DAMAGE 2.2020 ENERGY CONSERVATION CODE OF NYS. FASTENERS,ANCHORS, BLOCKING,BRIDGING,SADDLES,HANGERS,ECT.,REQUIRED TO GROUND SEISMIC WINTER AIR MEAN SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE WIND EXPOSURE DESIGN FROST LINE DESIGN FLOOD FREEZING ANNUAL 3.WIND DESIGN COMPLIANCE AS PER COMPLETE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH s i j 2020 RESIDENTIAL CODE OF NEW YORK STATE AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS,CONNECTORS, LOAD O (MPH) EFFECTS k REGION ' DEBRIS ZONE m CATEGORY d CATEGORY f WEATHERING" DEPTHb TERMITEc TEMPO HAZARDS INDEX TEMP BRIDGING,AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN 20 PSF <140 NO NO NO B B SEVERE 36" MOD TO HVY 11° F X 618 52.1 F 4. ENERGY COMPLIANCE PRESCRIPTIVE AS PER N1102 ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WHERE FASTENERS ARE 5. FLOOD-RESISTANT CONSTRUCTION PER TOWN OF NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE NUMBER MANUAL J DESIGN CRITERIA SOUTHOLD CONSTRUCTION STANDARDS, AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE RCNYS SEC R322,AND ASCE 240 14. GENERAL NOTES: CONCRETE WORK CGUORMUWWWOMUMMSHALLBE#2ORBETTERHEM-FIR,FB=850PSIANDE=1,300,000PSIUNLESSOTHIERWSE ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE INDOOR DESIGN DESIGN TEMPERATURE COOLING HEATING TEMPERATURE DIFFERENCE 6. ENGINEERED WOOD PLACARD NOTES 1. CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK 1, ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWNI ON CORRECTION FACTOR TEMPERATURE REQUIRED ON PLANS PER TITLE 19 AND OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH, FIT,AND LOCATION OF AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS ON GRADE ACCOMPANYING STRUCTURAL CALCULATIONS. ALL HEADERS SHALL BE HEM-FIR,FB=850PSI UNLESS OTHERWISE SHO)NN ON 40'N 12.5° 84° 1 70° 75° DRY BULB 63°WET BULB 57.5° NYCRR PART 1265.4 WORK. REPORT,IN WRITING,TO THE ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS TO BE REINFORCED WITH W.W.F.6x(r10110.WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER EXECUTION COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 7.TOWN OF SOUTHOLD ZONING& 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR COX GRADE WITH EXTEFIOR GLUE SHALL MEET THE DIFFERENCE HEATING COOLING WET BULB CONSTRUCTION CODES. `.NRLrC9NI�}SETR9H8131&A2%MPLY FULLY WITH THE APPLICAIBLE PROVISIONS OF THE 2. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60. REINFORCEMENT MESH SHALL CONFORM TO ASTM A185 AND A82. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE 9 15 7.5 71.5° M 30% 45%-55% IRCONYS,OSHA,AND THE LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL ROOF PLYWOOD TO BE 518"THICK;AND For SI:1 pound per square foot=0.0478 kPa,1 mile per hour=0.447 m/s. 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED 3. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE ALL WALL PLYWOOD TO BE M"THICK. a.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govern. TABLE R301.7 FOR,OR SHOWN,ON THE DRAWINGS. THIS SHALL NOT BE CONS17RUED TO MEAN THAT ANY LATEST ACI BUILDING CODE,ACI 318 AND ACI 315. ' The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. ALLOWABLE DEFLECTION REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE b.Where the frost line depth requires deeper than indicated in Figure R403.1(I),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depth TABLE R301.5 STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AMA STANDARDS C1 AWND C2 OF STRUCTURAL MEMBERS column with the minimum depth of footing below finish grade. MINIMUM UNIFORMLY 4. �u]IREp gY THE hFE FOR WATER BOURNE PRESERVATIVE TREATMENT. c.The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history oflocal subterranean termite damage. ALLQVVABLL 4. �O NOT SCALE THE D(RAVVINGS. ANY DISCREPANCIES SHALL E33E REPORTED,IN 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE. ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF d.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance DISTRIBUTED LIVE LOADS (PSF) STRUCTURAL MEMBER DEFLECTION WRITING,TO THE ARCHITECT FOR CLARIFICATION. with Section R301.2.1.4. 36"BELOW FINISHED GRADE. e.The outdoor design dry-bulb temperature shall be selected from the columns of 971/2 ercent values for winter from RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ U180 5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,, P Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D FINISHED CEILING NOT ATTACHED TO RAFTERS 5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] ALL LOTS SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE I.The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. USE LOAD WORK OF ALL TRADES $ SUBMITTED FOR REVIEW. g.[NY]To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a UNIHABITABLE ATTICS WITHOUT STORAGE 10 INTERIOR WALLS AND PARTITIONS H/180 SET BEFORE POURING CONCRETE. flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance 6. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC. MASONRY: Study for the community,as amended or revised with: UNIHABITABLE ATTICS WITH LIMITED STORAGE 210 (TEMPORARY AND/OR PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW 6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-0"O.C.MAXIMUM SPACING. SECURE BOTTOM OFF 1.The accompanying Flood Insurance Rate Map(FIRM), HABITABLE ATTICS AND ATTICS 310 FLOORS U360 CONSTRUCTION. 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. ii.Flood Boundary and dataFlo alongdway Map any revisions and iii.Related supporting data along with any revisions thereto. SERVED WITH FIXED STAIRS CEILINGS WITH BRITTLE FINISHES U360 LOAD-BEARING CONCRETE BLOCK,GRADE N. ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. 7.ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED AS PER TABLE M1505.4.4: PROVIDE ASWITCH- BALCONIES EXTERIO (INCLUDING PLASTER AND STUCCO) 1000 PSI. MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNTI MASONRY ASTM C-270 AND SHALL BE 7.ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. h.In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.6.3.1,where there has been a history oflocel damage from the effects of ice damming,the jurisdiction shall ( R AND DECKS 410 CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. TYPE S MORTAR. ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO' FIRE ESCAPES 410 CEILINGS WITH FLEXIBLE FINISHES U240 i.The jurisdiction shall fill in this part of the table with the 100•year return period air freezing index(BF-days)from Figure R403.3(2)orfrom the 100-year(99 percent)value on the National Climatc Data GUARDS AND HANDRAILS 2100 8. ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2"THICK GYPSUM WALL BOARD. Center data table"Air Freezing Index-USA Method(Base 32"F)' (INCLUDING GYPSUM BOARD) 8. REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMABING DRAWINGS FOR 2. COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE 5/8"THICK FIRECODE GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5/8"THICK MOISTURE j.The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32"F).' GUARD IN-FILL COMPONENTS 50 ADDITIONAL APPLICABLE NOTES AND SPECIFICATIONS FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL EBE USED k.In accordance with Section R301. where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the PASSENGER VEHICLE GARAGES 50 ALL OTHER STRUCTURAL MEMBERS U240 table with"YES'Otherwise,the jurisdiction shall indicate"NO"in this part of the table. A THEY RELATE TO FINISHES,LIGHTING COURSING, REINFORCEMENT HALL BE OF NON CORROSIVE TRUSS TYPE METAL APPROVED BY THE ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. I.In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific ROOMS OTHER THAN SLEEPING ROOMS 4WD 9. MATCH ALL EXISTING CONDITIONS S 3. CONCRETE MASONRY WALL S requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. EXTERIOR WALLS-WIND LOADS H/360 ARCHITECT. HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND () I P SLEEPING ROOMS 30 DIMENSIONS,HEIGHT, ALIGNMENT,ETC.MOVE AND RELOCATE AINY PARTITIONS,WIRING, 9. ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE 16"O.C.WITH 1/7 PLYWOOD COVERED WITH m.In accordance with Section se s ction the jurisdiction shall indicate the wind-borne debris wind zone s.Otherwise,Manual J or es shaft indicate"NO"in this art of the table. WITH PLASTER OR STUCCO PLUMBING AND DUCTWORK THAT MAY BE CONCEALED IN WALLS OR CEILING BEING COURSE.VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16". WALLS SHOULD BE BRACED DURING CONSTRUCTION @ n.The jurisdiction shall fill in these sections of the table g establish the design criteria using Table la or 1 b from ACCA Manual J t established to 1, determined by the jurisdiction. STAIRS 40 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING o.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. WOOD TRUSSES OR JOISTS TO BE CONST.SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSTS OR JOIST. their ground snow load increased from the mapped value by 2 psffor every 1,000 feet above 1,000 feet. EXTERIOR WALLS-WIND LOADS H/240 10. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAVNL SPACES AS PER SECTION WITH OTHER BRITTLE FINISHES R408.4 RCONYS. WHERE MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE 4.ALL CONCRETE MASONRY UNTI WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING WIN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. VENTILATE ALL CRAWL SPACES AS PER AT INTERVALS NOT EXCEEDING 8'VERTICALLY IN AN APPROVED MANOR. EXTERIOR WALLS-WIND LOADS H/120 SECTION R408.2 OF THE RCONYS: THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL 5. ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI WITH FLEXIBLE FINISHES NOT BE LESS THAN 1 SF.FOR EACH 150 SF.OF UNDER FLOOR MACE AREA. ONE SUCH BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR. TOOLED JOINTS AS VENTILATING OPENING SHALL BE WITHIN 36"OF EACH CORNER O)F THE BUILDING. DIRECTED BY ARCHITECT. 11. PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER LINTELS SUPPORTING MASONRY U600 11. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCO)NYS: ATTIC ACCESS SECTIONS R602.8 AND R1001.12 OF THE RCONYS. VENEER WALLS OPENINGS SHALL NOT BE LESS THAN 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR 6. FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED EA EA _ PROPOSED AREAS: OTHER READILY ACCESSIBLE LOCATION. A 30"MINIMUM UNOBSTFRUCTED HEADROOM IN THE AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. 12. INSULATION IN ALL ED(TERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULATI(ONIN N/O/F ATTIC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING. WHERE ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LING SPACE ABOVE GARAGE TO . FROST ROAD ASSOCIATES LP. - . R301.2.2.2 MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION 7. FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL INSULADOM . . . . . FIRST FLOOR LIVING AREA: 1,847 S F NO WELLS WITHIN 150'of PROPERTY SECOND FLOOR LIVING AREA: 1,398 SF �2?��t)�$TQ6RTFhfFALRAA�liftl4�MUST BE ACCOMPANIED WITH A WAIVER OF LIENS, SIGNED BY ALL SUBCONTRACTORS SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 251NCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. - - - - - - - - WEIGHTS O F MATERIALS (PSF) AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. STRUCTURAL STEEL: _ _ • _ 314()r - •_ -_ FRONT COVERED PORCH: 122 SF DEAD 13. ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE RCONYS: THE °2 USE LOAD 13. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NAITIONAL CODE AND NEW YORK STATE MAXIMUM RISER HEIGHT SHALL BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9 IINCHES, BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS SHALL NOT BE LESS THEN 36"IN CLEAR S Y $3 S7°3640.. '. . . _'.'- REAR COVERED PORCH: 124 SF COMBINED ROOF AND CEILING ASSEMLIES 15 PSF FINAL PAYMENT WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIFRED • ' • _ - • • _ - • • • • • • REAR PATIO: 221 SF 2. THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST y<- _ _ - - _ _ ! � 6 FLOOR ASSEMBLIES 10 PSF EDITION SPECIFICATION. HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE(OF THE • • • • • • • _ • - . • . . - 29O' GARAGE: 278 SF EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF 14. ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED)OTHERWISE. STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL - _ FRESH WATER - - • _ - _ - • INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF 15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK. SITE TO BE KEPT IN 0BROOM CLEAN CONDITION 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS THAN 31.5"WHERE A HAkNDRAIL - _ WETLANDS _ - - - - - • - - • '� A307 BOLTS WITH LOCK WASHERS. IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. ! _ _ _ TOTAL LIVING AREA: 3,245 SF THROUGHOUT ALL PHASES OF WORK. _ _ _ _ _ _ _ 14. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF ( BOTTON OF B_A_N__K__ '__ 16. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION(OR MANAGEMENT. 4. PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING: �-- 1 ------- COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. _' ---_ -- - EDGE OF WETLANDS _ 17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. I 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN A FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE,PLUMB,AND LEVEL ALL MEM1MBERS 18. GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONJE YEAR FROM FROM FINAL WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. - ACCEPTANCE BY OWNER. 6. ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 1 1/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORIING, I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ETC SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST MVOE 19. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF 2020 ENERGY ON DRAWINGS. AT EACH END. TEST HOLE DATA MAINTAINING JOB SITE SAFETY DURING THIS PHASE CONSERVATION CODE OF NEW YORK STATE AND THE 2020 RCONYS. 8D NAILS DRYWALL, �I OF WORK&SHALL COMPLY WITH ALL APPLICABLE MOISTURE PROTECTION: C. PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL 0p I McDONALD GEOSCIENCE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 20. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. co 3/4/24 BUT NOT LIMITED TO BUILDING CODES, OSHA BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 1. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH 1111' I I REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. M EL.21.9' DARKBROWNLOAMOL MATERIAL REMOVAL&DISPOSAL. 21. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN D. TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. TOP OF BANK - ------- 0.5 OR CONSTRUCTION OF THE WORK. ----- ------ ------' -------------------------,4 POLYETHYLENE SHEET BITUTHENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL. INSTALLATION TO := - ; ' ' ' '_ THE CONTRACTOR SHALL INDEMNIFY&HOLD 22. THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE D)ESIGNED BY THE APPROPRIATE COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE - ----, = 16 = �, BROWNS/LTML HARMLESS THE OWNER,THE ARCHITECT,AND SUBCONTRACTORS, AND SHALL COMPLY WITH CHAPTER 14 OF 1THE RCONYS. RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: DURING INCLEMENT WEATHER AND SITE CONDITIONS ENSURE SATISFACTORY PERFORMANCE OF THE WORK w I � w M ' r -----------' 3' THEIR AGENTS&EMPLOYEES FROM AND AGAINST 1. STUDS NOT LESS THAN 2X4 @16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. O I ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 23. THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE 3. TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE RCONYS. Ci - ARISING OUT OF OR RESULTING FROM ANY OF THE 2. PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS EDGE OF - 4. FLASHING TO BE PROVIDED AT ALL HEAD$AND SILLS OF DOORS AND WINDOWS,CHIMNEYS, 3. FRAMING TO SUIT WORK OF OTHER TRADES. LAWN - M W ITEMS LISTED ABOVE. 24. ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R:303.1 OF THE RCONYS: AND GRAVEL STOPS INCLUDING ALL INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING 4. PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED IR DRAWINGS. � AGGREGATE GLAZING SHALL NOT BE LESS THAN 8%OF THE FLOOOR AREAS OF SUCH ROOMS& SURFACES SUCH AS VALLEYS, HIPS,RIDGES,AND OTHER ROOF PENETRATIONS. MATERIALS 5. PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC... �` Q ,' THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4%4OF THE FLOOR AREA BEING _ THE CONTRACTOR SHALL VERIFY ALL FIELD FOR BASE AND CAP FLASHING AT MASONRY BE 16 OUNCE COPPER AND SILL FLASHING AT U ��//EE ��qq��EEpp F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS. NAIL WITH 60 COMMON NAILS @6"O.C. - CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 25.NA�SUARA SOIL-BEARING CAPACITY OF 1 TON AS PER TABLE R401.4.1 OF THE RCONYS. ANY DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS. BREAK JOINTS IN ADJACENT COURSES. LOCATE END I o LOT 5 _ m CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE UNSTABLE SOIUSUBSURFACE CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE APPROVED. BLIND FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF o - n JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED, I o - ; � a� RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE CONTINUATION OF WORK. JUNCTURES. COORDINATE INSTALLATION OF ALL FLASHING WITH CARPENTRY,MASONRY,AND - I [.. ROGIFIRWHTAMEBE OF SIZES SHOWN ON DRAWINGS, DOUBLE-INSULATED,SELF-FLASHING SHALL BE SIMILARLY INSTALLED, aWITH INTEGRAL CURBS. UNITS TO BE ALIGNED WITH SLOPING ROOF TRUSSES. �r �- J THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANMRDS OF R902.1 OF THE RCONYS. G. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS. LOCATE END JOINTS OVER CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE _ AGENCY FOR ANY"ERRORS&OMISSIONS"ON SUPPORTS AND STAGGER JOINTS. PROVIDE METAL H•CUP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS O 6 (� 27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMIUM REQUIREMENTS OF SECTION R314 6. IS 24"O.C. J Q - * SHED ? THESE DOCUMENTS. OF THE RCONYS: SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. � � � 17 SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE 63EDROOMS,ON EACH ADDITIONAL H. FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER IT O.C.AND FASTENED SECURELY TO SUPPR11NG SUJRFACE. - THE CONTRACTOR IS SOLEY RESPONSIBLE FOR STORY OF THE DWELLING,INCLUDING BASEMENTS/CELLARS, BU-T NOT INCLUDING CRAWL SPACES FINISHES: i : 0 COMMENTS:NO WATER "METHODS&MEANS"OF CONSTRUCTION. THE AND UNINHABITABLE ATTICS. 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC...ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL 15. ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMENT BOARD OR OTHER - ENCOUNTERED PRIOR TO INSTALLATION. APPROVED EQUAL OVER SUBFLOOR. FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER(OF I ---- ---- ------- ARCHITECT IS NOT RESPONSIBLE FOR FIELD 28. BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJEC�T TO DETERIORATION SHALL 314"PLYWOOD SUBFLOOR. - SUPERVISION. p S R O - ---- ---------- ---------------------- 29�THE INTENT OF THE COON NRACT DO�UMENTS IS TO INC LUDE ITEMS FOR THE PROPPER COMPLETION OF THE WORK. ANY 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.00.INSTRUCTIONS. JOINTS SHALL BE --:- % _______ AND SPACKLED(3 COATS)READY TO PAINT.ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS 16. ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPMULIN ----- _ * OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN SPACKLED SMOOTH. OR HEAVY GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, _---- - ACCORDANCE WITH ACCEPTED PRACTICE. DRY AREA THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. - 3. COVER ALL WALLS AND ALL CEILINGS WITH 12'GYPSUM BOARD. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED) - DRAINAGE CALCULATION FOR DRYWELL 41 (ROOF DRAINAGE) 30. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES;NOT CONFORM TO THE DRAWINGS. AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL I ROOF AREA= 1,377 SF x 100%(RUN-OFF COEF.)x 0.17"(2"RAINFALL)=235 CF THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. HAVE WONDER BOARD INSTALLED. I * 8 0 DIA.POOL=42.24 CF PER FOOT OF HEIGHT. 31.THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FFINAL,REVISEDPUNCH LIST ATTHE NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 235 CF/42.24 CF/FT=6 LF OF POOLS REQ'D. 4. PROVIDES/s"TYPEXGYPSUMBOARDIN GARAGE ONCEILINGANDWALLSTOMAINTAINONE-HOUR FIRE RATING. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER. :q4i,�, EFFECTIVE POOL DEPTH=6'-O"DEEP x 1 POOLS=6.0'LF(8'Ox6'-O"DEEP) tiRED ACLOSEOUT OF THE CONSTRUCTION. PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. _ CCONSTRUCTION IN RESIDENTIAL STRUCTURES. - `� ��� AN k Fy�` 32. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR PLUMBING: I N ACCORDANCE WITH TITLE 19 NYCRR PART 1265 : DRAINAGE CALCULATION FOR DRYWELL #2(ROOF DRAINAGE) , - I OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. ( ) 27.9 12.13' _ ROOF AREA= 1,252 SF x 100/o(RUN-OFF COEF.)x 0.17 (2 RAINFALL)=213 CF 1. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOR COMPLETE o o - 8'-O"DIA. POOL=42.24 CF PER FOOT OF HEIGHT. s / L' • 33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE:DETAILS HE SHALL NOTIFY THE (L I PATIO R/O � 0, - INSTALLATION. SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL � o �.--, DW#2 213 CF/42.24 CF/FT=5 LF OF POOLS REQ'D. *' ARCHITECT PRIOR TO CONTINUATION OF THE WORK. CONSISTS OF A CIRCLE 6" IN DIAMETER,WITH A STROKE WIDTH OF 1/2".THE O / jI 1, jam / ( is 8'Ox 5' EFFECTIVE POOL DEPTH=F-O"DEEP x 1 POOL=5.0'LF(8'Ox F-O"DEEP) ') � SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE WLEASE TAKE NOTICE THAT THE �-I / � ` 2. INSTALL OWNER SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. --r---- i 34. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE ((CHECK ALL THAT APPLY): C) � PROPOSED �- OPENABLE EMERGENCY ESCAPE&RESCUE OPENING AS PER SECTION R310 OF THE RCONYS: 3. INSULATE ALL WATER PIPING. AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO N `I 2 STORY ,1 d, �Z / D�743-� O EMERGENCY ESCAPE&RESCUE OPENINGS:SHALL HAVE A SILL WEIGHT OF NOT MORE THAN 44"ABOVE PANTONE MATCHING SYSTEM (PMS)#187.WHERE A SIGN IS DIRECTLY NEW RESIDENTIAL C0 -'FRAME& , C) J (� THE FLOOR AND SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5 SQUARE FEET. 4.ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING STRUCTURE 00 `� I GARAGE e- F NEB STICKER OR DECAL. SIGNS NOT DIRECTLY APPLIED TO DOORS OR 16.5' 'FT 18.5' 1 ROOF 35. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RGONYS FOR ALL HAZARDOUS AREAS 5. PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION. SIDELIGHTS SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT �❑ ADDITION TO EXISTING F.F. ELEV:24. cN AREA#2 DEFINED UNDER SECTION R308.4 OF THE RCONYS: ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHALL MATERIAL. RESIDENTIAL STRUCTURE I -r,I % � 1,252 SF BE TEMPERED. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE THE CONSTRUCTION TYPE -z' NEW YORK STATE DEPARTMENT OF HEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. DESIGNATION SHALL BE REHABILITATION TO EXISTING '�> \ I 6"DLA "[","11","III","IV"OR'V'TO f❑ RESIDENTIAL STRUCTURE C INSTALLATION, LOCATION,AND VENTILATION OF ALL MECHANJICAL SYSTEMS SHALL COMPLY WITH HEATING AND COOLING: REFLECTIVE INDICATE THE CONSTRUCTION Z 1 " CHAPTER 13 OF THE RCONYS. � o RED PANTONE CLASSIFICATION OF THE "A b I � - DW#1 ROOF 1. PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR. PROPOSED _ 17 2 -1 g'fdx 6' 37. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCE:IALED DRAFT OPENINGS BOTH VERTICAL PMS #187 STRUCTURE UNDER SECTION C) PERVIOUS - ` ( ( ) 602 OF THE BCNYS. Tf0 BE CONSTRUCTED OR GRAVEL - AREA#1 AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BE A TOP 2 ALL HEATING 24 COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. V PPERFORMED AT THE SUBJECT � DRIVEWAY t 1,377 SF UZEL STORY AND THE ROOF SPACE AS PER SECTION R602.8 OF THE R(CONYS. MASONRY CHIMNEYS AND RELECTNE PPROPERTY REFERENCED 1 I FIREPLACES SHALL COMPLY WITH SECTION R1001 OF THE RCONIYS. AUHITHTURE Z 3. COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. WHITE TTO THE LOWER RIGHT WILL UJTILIZE(CHECK EACH 38. GARAGE FIRE SEPARATIONS SHALL COF4PLY WITH SECTION FR309 OF THE RCONYS: OPENINGS f" F R 1/2"STROKE , 1� I o o - 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. APPLICABLE LINE): v TEST o-- 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED VVI•TH A 45-MINUTE FIRE-RATED DOOR ': HOLE W- ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE. DUCTS IN TTHE GARAGE AND DUCTS PENETRATING SIGNS IDENTIFYING THE N 232.7' w w=I Phone: 631-874-2925 Fax: 631-874-7377 ELECTRICAL: TRUSS TYPE �ax _ THE WALLS AND CEILINGS SEPARATING THE:DWELLING FROM THIE GARAGE SHALL BE CONSTRUCTED OF EXISTIANCE OF TRUSS �� CONSTRUCTION(TT) �--- - keri@kazelarchitects.com 1.ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF THE RCONYS AND WITH THE NYS ENERGY CODE. N A MINIMUM NUMBER 26 GAGE SHEET STEEL.AND SHALL HAVE NO OPENINGS INTO THE GARAGE. WHERE DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL gj �IThp�SS RLIEMP E �3 ��iE t REGULATIONS C405 OF THE NEW YORK STATE ENERGY CODE. . � . w CHED)GARAGE FROM A DWELLING OR ITS COMPONENTS THAT ARE OF TRUSS CONSISTS OF A CIRCLE 6"IN PRE-ENGINEERED WOOD _ ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE-FRESISTANCE RATING. WHERE 2, POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS, TYPE CONSTRUCTION DIAMETER,WITH A STROKE CONSTRUCTION(PW) EDGEOFPAVEMENT �- Proposed Home for: AbPWWr4M1d%y&f%ftW?9 I3"r§ �[�ARAG',E FROM THE RESIDENCE OF ITS ATTIC, AND ALL STATE AND LOCAL STANDARDS. WIDTH OF 1/2".THE SIGN ,NO°2`340r'E� ,U j��Rl,1�Z A�j . I�IITA Fn, 4�F 8';z CK TYPE"X"GYPSUM BOARD. "F" FLOOR FRAMING, INCLUDING BACKGROUND SHALL BE I❑ TIMBER CONSTRUCTION(TC) u''� 75,57r AREA=26,361 SQ. FT. DJ CUS�On1 HOnZeS 'P� [ ^[�bl ( I9AEt E`I� ` `R'�pT WHERE THE RESIDENCE IS 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. GIRDERS AND BEAMS W C-V N 0.6 ACRES W SE PROTECTED BY VERTICAL SEPARATIONS. REFLECCTIVE WHITE IN COLOR. NONE W SCTM#: 1000-56-2- 14 265 ArshamomaC�ue Avenue 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WRING,INSTALLATION OF FIXTURES "R" ROOF FRAMING THE CICLE AND CONTENTS ❑ ARSH PUBLIC WATER IN STREET 1 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. "FR" FLOOR AND ROOF FRAMING SHALL BE REFLECTIVE COLOR, CONFORMING O D IN AM�MA QUE A VE Southold, New York 11971 /�' ELEVATIONS ARE 2, LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED TREES 5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, PANTONE MATCHING SYSTEM IMI THE FOLLOWING LOCATION(S) ,V�� REFERENCED TO Town of Southold SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH 1"OF TREE DIAMETER, SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED. THERE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. (PMS)#187.WHERE A SIGN IS ((CHECK ALL APPLICABLE): NA VD '88 County of Suffolk SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. 6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC...TO PROVIDE COMPLETE DIRECTLY APPLIED TO A DOOR FLOOR FRAMING, NO WELLS WITHIN 150'OF PROPERTY 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS. ENCOUNTENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN PERMANENT NON-FADING INSTALLATION. OR SIDELIGHT, IT MAY BE A J� INCLUDING GIRDERS FROM A SURVEY PREPARED BY PLOT PLAN INFORMATION OBTAINED SCTM #: 1 OOO-S 6-2-14 FEMA: X SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. 7. ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. STICKER OR DECAL. SIGNS NOT AND BEAMS(F) PLOT PLAN DONALD J. METZGER DIRECTLY APPLIED TO DOORS z PECONIC SURVEYORS, P.C. cover Sheet 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL L TO TWO HORIZONTAL ASSHOWN I N DRAWINGS OR 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITCHES 42"AFF. OR SIDELIGHTS SHALL BE OF I❑ ROOF FRAMING(R) „_ r r, DATED: FEBRUARY 8,2024 MERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. SCALE: 1 -3O-O 9. LABEL PANEL BOARD OF ALL CIRCUITS. STURDY, NON-FADING, FLOOR FRAMING AND 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING WEATHER RESISTANT I❑ ROOF FRAMING(FR) Date: April 16 2024 1 PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT. MATERIAL. WATERPROOFING. ADEQUATELY BRACE WALLS PRIOR TO BACKFILL. I❑ NONE 11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED Scale: As noted 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON IN THE CONSTRUCTION DOCUMENTS. Al GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. Project No. . _ .-.-_. . . . _ I NOTES: R317 ALL SILLS AND PLATES ON EXTERIOR FOUNDATIONI TYPICAL SIDING WALL TO BE PRESSURE PRESERVATIVELY TREATED. WALL STRUCTURE R317.3.1 FASTENERS. FASTENERS FOR PRESSURE 11"TIMBERSTRAND PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD LSL RIM BOARD 40'-0"OVERALL SHALL BE OF HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. PROVIDE ALUM FLASHING BETWEEN WOOD STRUCTURE EXCEPTION: ONE-HALF-INCH DIAMETER OR AND CONCRETE FILL&TAMP FOR S-1 GREATER STEEL BOLTS. 4 P.C. SLAB WITH MASONRY TERRACE OVER BLUESTONE CAP A6 STRUCTURAL POLY BASE ABOVE _ r -- — — — — — — - - - - - - - - — — — - - - - - - - = — — co - - --- - -- - - - - - - - - - - 4 P.C. AB WITH _.. .. ._ =-�� - C. S :- - NEWALL POURED CONCRETE FOUNDATION WALLS,AND) 6x6 8/8 W.W.M. -1-111 _ __ _ _ _ _ _ _ _ _ FOOTINGS TO HAVE A MINIMUM COMPRESSIVE STRENGTH FLOOR JOISTS OVER 6 MIL. POLY. I %'. I� � ` I SYMBOL L EG E N D OF 3,500 PSI AND SHALL BE AIR ENTRAINED.TOTAL AIR ° ° VAPOR BARRIER 1 1,18" 38'-8" CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL OVER 6"CRUSHED _ 1.0 1 8" _ _ NOT BE LESS THAN 5 PERCENT OR MORE THAN d ° °° ° - - - COMPACTED GRAVEL. ll I `� 7 PERCENT AS PER TABLE R402.2 OF THE RCONYS. I '}: 11 N 2"SLAB SEAT PROVIDE — I—I EARTH 1 „ (3,500 PSI CONC. MIN. � �; '118" r, 13'-42' 8„ 11'_3- I-11 I—III-1 I I 1 WITH 5%TO 7%AIR SELF ADHERING PVC 13-4 _ 2 1 8" - ENTRAINMENT) 1 ?_ II 24"x 8"BUTTRESS FLASHING MEMBRANE N 13 ( ::°:;> _;>= POURED CONCRETE BETWEEN WOOD AND- 4 ,r;•„:= �� 5/8"DIA STEEL ANCHOR d °° a 2"SLAB #4 REBAR DOWELS@ 48"O.C. I =• II �, CONCRETE(TYP) N I I ;: s: ; :.r :, OR 8 CM U BLOCK R401.4.1 GEOTECHNICAL EVALUATION. BOLTS MAX 37"O.C. BEAT AT 2"SLAB SEAT I ''= 11 i o I 1 IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATIOIN, WITHIN 12"FROM ° ° ° 2-2x 6 P.T. SILL PLATES OVER i r='; IL - - - - - - _ - -- - - - - L_ N _ _ _ _ - - ~ - - - - - I = , 1 EXISTING STUD WALL THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHAL.L ENDS OF EACH SILL °d = TERMITE SHIELD AND SILL SEAL _-r :• w „... - :.;-- . -_: ..<. -.-�...�.->•:: x ,, -:.-I TO REMAIN w. . ° N BE ASSUMED PLAT PIECE. EXTEND y> Y.' - - - I I o I I BOLTS MIN 7"INTO FND ° ° _ _ _ _ _ _ _ EXISTING STUD WALL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING &SECURE TO SILL W/ _ o 0 o L -- N — I �___--___� TYPICAL SLAB I TO BE MATERIALS --_ ;. +J�.._ ::L:_- .• ,,� -..� ., .:Y�T REMOVED VALUES OF FOUNDATION MA 3 SQUARE WASHER AND ° I •:;> ' TIGHTENED NUT TO ° 1 I (R-11)DRAPED BATT - '= I NEW 2x40R2x6 K18- rl INSULATION OVER 1 (--� CLASS OF MATERIAL (PSF) EACH BOLT. S EAT DETAIL I EXPOSED FOU DATION _ 62 I "BILCO"STAKWEL STUD WALL @ 16" O.C. LOAD-BEARING PRESSURE ::WALLS `�`VEGRESS WINDOWoSCALE: "=1'-0" 11'-1" OJ i ao 16'-0" WELL 5 MODULES JOISTS SAND, SILTY SAND, CLAYEY SANE), IW P W 11-7 " 18,: WIT TKWL-C EGRESS JOISTS ABOVE SILTY GRAVEL AND CLAYEY GRAVEL 2,000 "BILCO"STAKWEL I :'' d� 6 WIDE x 4 DEEP x d° U o (SW, SP, SM,SC, GM AND GC) EGRESS WINDOW 1 x "„ WELL COVER WELL 5 MODULES y' J z HIGH BEAM POCKET. J cm I SEE ETAIL THIS SHEET s SECTION DETAIL > WRAP GIRDER ENDS I , > A5 WITH STKWL-C EGRESS I F_ I- -1 WITH ICE&WEATHER " J WINDOW WELL COVER II SHIELD. PROVIDE SLAT I 1 SEE DETAIL THIS SHEET M AO i II cq ",ONLY SHIMS IF REQUIRED i i 1 1 . �, M A5 BUILDING SECTION D L _I_ _J 3-2x 10 HEADER ( 123- ct — WINDOW 11Z"TJI 210 FLOOR2x 0 HEADER OVER o S 16 10 aN , PROVIDE HEADER = _ _ _ ="BILCO"STAKWELEGRESS WINDOW 3-2x 10 HEADER OVER � `: O _j W I POS IN CONCRETE ELEMENTS ABOVE 1 8" 11'-1" 0 1 °° 8'-6" T-6" �,e� °D 11'-7" 18" EACH SIDE WELL 5 MODULES WINDOW PROVIDE HEADERL. 1 GIRDER / HEADER ABOVE WITH STKWL-C EGRESS POCKETS IN CONCRETE co I �X Z5 r - - > WINDOW WELL COVER EACH SIDE - "� M �1t 3-14'x 118"LVL FLUSH 1 I 1`' ALL SIDES OF WINDOW I - _ _ I 0 WELL TO BE 4"MIN I 1 F '' I ® POST DOWN s:. ABOVE FINAL GRADE. INTERCONNECTED COMBINATION SLOPE GRADE AWAY - I , r. '..'.>;:°';_.,. ?:.T:t"'= . ` r. .•'.:^,`_-;;,;: HIGH 4"DIA. STEEL LALLY �' R. _ _ *` I 24 x 8 BUTTRESS f�X SD SMOKE AND CARBONMONOXIDE FROM WINDOW WELL. — - - - - - - - - - COLUMN TO U DERSIDE L - - _J 1 DROP TOP OF WALL �_v—� �- I I� DROP TOP OF :_•. CO DETECTORS AS PER R314 OF THE OF FLUSH LVL N 30"x 30"x T-11"CLG. HT. DOWN 18" - IRCONYS AND 915 OF THE IFCONYS = I I I WALL DOWN 14" I <;; I 2x 12 P.T.WOOD =III- _ v I II CONCRETE FO TINGS 15" DEEP POURED UNFINISHED O °D FROM TOP I ? _j W ' L OF WALL BASEMENT WINDOW BUCK - p U cn I 1 1 tlL+ C7 —I _ g I I WITH 3-#5 RE- AR E.W. 1 o J CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL SIDES(TYP) II I - _ 1 4 P.C.SLAB - ;Y. - MAINTAINING JOB SITE SAFETY DURING THIS PHASE 00 _ _ EGRESS WINDOW. SEE r` I I I I > =. ( OF WORK&SHALL COMPLY WITH ALL APPLICABLE WINDOW SCHEDULE. I=III I IIg 10'-10" ( `': : 8" 15'-7" 111_7" 8" 12'_0" FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING III (� BUT NOT 4'CLEAN FREE DRAINING :,. �V J REGULATIONISELI E SAFETY CODES, &HAZARDOUS II GARAGE I :> _ _ MATERIAL REMOVAL&DISPOSAL. GRAVEL AT LEAST 12"ALL _ _ o '`' 3„ Z, SIDES FILL TO DEPTH I I Q, 1 11 SLAB 1 _ 2- 14 x 11g LVL FLUSH _ OF FOUNDATION FOOTING. I I—III— IIII `° I y II 4"P.C. SLAB I `' I > THE CONTRACTOR SHALL INDEMNIFY&HOLD —I ( I=I I=III=III=III=I 1 II (3,500 PSI CONC. MIN. I `= 11Z"TJI 210 FLOOR I I <A I b HARMLESS THE OWNER,THE ARCHITECT,AND EGRESS WI N DOV1� =III=IIII I I=III=III I :=y II WITH 5%TO 7%AIR 1 JO STS 16' = _ _ `r 1 o THEIR AGENTS&EMPLOYEES FROM AND AGAINST ENTRAINMENT) '� bN Y _ 2 FLOOR JOISTS ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES WELL DETAIL I '` 11 _ I r'IN UNDER WALL ABOVE 1 ARISING OUT OF OR RESULTING FROM ANY OF THE 1 II SIN 1 `�' 2-13"x 11Z"LVL FLUSH w rn I ITEMS LISTED ABOVE. SCALE: 1/4" = 1'-0" I II M 4 $ _ _ °° r I - - :Y: . x 4"DIA. STEEL LALLY COLUMN `` 1 q o THE CONTRACTOR SHALL VERIFY ALL FIELD 11 1 :'-� ON 30" 30"x 15"DEEP POURED 1 °' CONDITIONS AND NOTIFY THE ARCHITECT OF ANY o 00 1 ;�> SIMPSON HUS412 A ? CONC ETE FOOTINGS WITH .Y I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE _ I r„ II m i - FACE MOUNT 3-#5 -BAR E.W. _ CEILING NOTE: RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. I I I Q 1 `:? HANGER - s I PROVIDE z'GYPSUM WALLBOARD THE ARCHITECT SHALL BE HELD HARMLESS BY ANY a I := 2-14'x 11Z"LVL FLUSH V; I MEMBRANE TO THE UNDERSIDE OF AGENCY FOR ANY"ERRORS&OMISSIONS"ON O _ _ Z _ _ _ I I THE FLOOR FRAMING MEMBER AS THESE DOCUMENTS. I II o � 1 — ` I I- 2-2x 6 LOW HEADERS ?> PER SECT. R302.13 OF THE RCONYS ANCHORED TO 4x 4 '° I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR I I I I ;, I I POST I METHODS&MEANS"OF CONSTRUCTION. THE 8 10 101, :-;:.: 8" 15-7 11 7 8 2_0 ARCHITECT IS NOT RESPONSIBLE FOR FIELD "�8"BUTTRESS 118"TJI (210)FLOOR 4x 4 P STS ANCHORED TO SUPERVISION. <> - - DROP TOP OF WALL DROP TOP OF I JOISTS 16"O.C. - 1 O SLAB TH SIMPSON RPBZ I DOWN 18" - WALL DOWN 14" SIMPSON IUS1.81/11.88 I- - - - J W POST ASE AND SIMPSON _ ao FROM TOP 1 FACE MOUNT HANGAR I I-- - - -� �a; BC4 POST CAP �- L - OF WALL - -= - - - -� U_ I- - - - � N. < ' = • . STAIRWAY& f- _ 11- TJI 210 FLOOR L- - - - - - - - - - - -� `. HANDRAIL AS PER I- -1 I R Af2 ED -IN 1 � c 1 SECTION R311.7& r? � - 1 x 1 I 2-_FLOOR JOISTS =`, I ��\ AN I <' RCONYS THE � ; 1 I _ � 8" N II-" 1 J UNDER WALL ABOVE s 1 - 10" 8'-4"M.O. 1 '-6" 12'-3" I STAIR 22 1 V-7" 8" .: 2'-0" °O I "BILCO"STAKWEL 3 - 1 0O 6"WIDE x 4"DEEP x =, 1 EGRESS WINDOW �- 1 3- 14"x 11Z"LVL FLUSH UP W _ 6Z"HIGH BEAM POCKET. ;_ 1 s -IN _ WELL 5 MODULES Q` 0 1 7 0 SIN 14R �� co WRAP GIRDER ENDS I WITH STKWL-C EGRESS �� 9743-� �O = x WITH ICE&WEATHER N OW WELL COVER OF NEB X%�SD "� SHIELD. PROVIDE SLATE 11Z"TJI 210 FLOOR -y CO M J ONLY SHIMS IF = SEE ETAIL THIS SHEET 1 '+ O 16' I 4 REQUIRED o_F0 o 0 1 I FILL&TAMP FOR I F_ - - - - - - - - - - - - - -- -- 33- 1 1 ` ' -1 (R-11) DRAPED BA17 4"P.C. SLAB WITH '' 2"SLAB SEAT PROVIDE ( ';'_ INSULATION OVER BLUESTONE CAP 1 SELF ADHERING PVC EXPOSED FOUNDATION I 3-2x 1 HEADER OVER ABOVE o 1 i N FLASHING MEMBRANE 1 '' o WALLS ? I N PROVIDE HEADER UZEL BETWEEN WOOD AND (°f r� POCKETS IN CONCRETE AR�HITHTURE Ig° `° CONCRETE(TYP) iv I - EACH SIDE I ` :. �' 10'-0° I 1 s'a" I 10" 11'-3" 8" 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 j #'` Phone: 631-874-2925 Fax: 631-874-7377 1 .4 L - - -- - -= - - - - - -- -- - - � I ' I kazelarchitects.com t - - - Proposed Home for: 8"P.C. CHEEK WALLS � — � — — � � SLOPE DOWN 10"FOR FOUNDA ON WALL: DJ CUStO111 HOn1eS EACH STEP 8"POURED C NCRETE FOUNDATION 265 Arshamoma ue Avenue S-1 S-1 WALL ON 116 8"P.C. FOOTING WITH q 11" 8" 6�'31 A6 g" 11" A6 x 4 KEY-W AND WATER-STOP Southold, New York 11971 ~\1H�-# RE-BAR IN BOTT.AS PER Town of Southold 11 TAB R403.1(1)OF THE RCONYS. 8'-101" 9'-51" PROVIDE WATERPROOFING AS PER County of Suffolk x. SECTION R406.2 OF THE RCONYS. 1„ , 1„ SCTM #: 1000-56-2-14 FEMA: X 10'-0" 17'-5" 2-02 8'-6" 2-02 40'-0"OVERALL Foundation Plan FOUNDATION PLAN Date: April 16, 2024 SCALE: 1/4" = 1'-0" Scale: As noted A2 Project No. i TABLE R302.6 NOTES: DWELLING- ARAGE SEPARATION G R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. SEPARATION MATERIAL OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING 40'-0"OVERALL FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. FROM THE RESIDENCE AND ATTICS NOT LESS THAN z INCH GYPSUM 28'-1" 11'-3" 10"x 10"PLAIN SQUARE, PERMA-CAST, R302.5.1 OPENING PROTECTION. 8„ BOARD OR EQUIVALENT APPLIED LOAD BEARING COLUMNS(18,000#) TO THE GARAGE SIDE OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES WITH COLUMN-LOC BY"HB&G"OR SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUAL WITH CAP&BASE(TYPICAL) EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES(35 MM)IN THICKNESS, FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 8-INCH TYPE X SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 13/8 INCHES(35 MM)THICK, GYPSUM BOARD OR EQUIVALENT OR 20-MINUTE FIRE-RATED DOORS,EQUIPPED WITH A SELF-CLOSING OR 3-2x 12 HEADER WITH AUTOMATIC-CLOSING DEVICE. S-1 2-2x 6 PLATE SET PLATE STRUCTURE(S)SUPPORTING FLOOR/CEILING NOT LESS THAN z INCH GYPSUM A6 R302.5.2 DUCT PENETRATION. HEIGHT @ 9'-24"ABOVE ASSEMBLIES USED FOR SEPARATION REQUIRED BOARD OR EQUIVALENT DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE SUB-FLOOR. PACK-OUT BY THIS SECTION. DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE(0.48 MM) co TO COLUMN WIDTH. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. ---_--- --- ---- ---- --- ao NOT LESS THAN 2-INCH GYPSUM GARAGES LOCATED LESS THAN 3 FEET FROM A R302.5.3 OTHER PENETRATIONS. - --- ------ - ---- --- SYMBOL L EG E N D BOARD OR EQUIVALENT APPLIED PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE PROTECTED PATIO I I 1 1 DWELLING UNIT ON THE SAME LOT. TO THE INTERIOR SIDE OF EXTERIOR 2x 6 SOF IT JOIST AS REQUIRED BY SECTION R302.11,ITEM 4. ( LUE STONE) 1 I 1 " I WALLS THAT ARE WITHIN THIS AREA. o o I I @ I I I I ILE I IL I I I=I EARTH R302.6 DWELLING-GARAGE FIRE SEPARATION. o ao T1 I I I - 2' 1 I I=I I=I I—� I_ THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6.OPENINGS IN GARAGE ao WALLS SHALL COMPLY WITH SECTION R302.5.ATTACHMENT OF GYPSUM BOARD SHALL 12-`r1" 1 i 6'_31„ i ~ :'` �;sz' ;;; " POURED CONCRETE COMPLY WITH TABLE R702.3.5.THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL 7-3 2 - 1 1 5-1 2 I , ' = OR $�� CMU BLOCK GARAGE FIRE SEPARATION WALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT I DWELLING UNIT WALL. G G = H i i C VRCD ; I ; EXISTING STUD WALL R302.6 OF THE RCONYS F �� I I (BLUE STO E) El PROVIDE ONE LAYER OF 5/8' THICK TO REMAIN TYPE"X"GWB ON THE GARAGE SIDE -IN �1N 3-13"x 14"LVL HEADER � OJ o i _____ EXISTING STUD WALL (01 --------� OF THE WALL AND PROVIDE ONE i � �" 1'_p" a 1 - I 1 o TO BE REMOVED LAYER OF 1/2"THICK TYPE"X"GWB I = 2x 6 CEILING JOISTS m 1 _ _ _ _ _ ON THE HOUSE SIDE. APPLICATION HOUSE SIDE GARAGE SIDE 1/2"TYPE"X" 5/8"TYPE"X" i rbv @ 16"O.C.WITH SIMPSON N SHALL BE IN ACCORDANCE WITH 51 i B.I. C° I 26'-111„ LUS26 FACE MOUNT 1„ �� 1, o NEW 2x 4 OR 2x 6 SECTION R702.3(TYPICAL ALL WALLS 2 I 2 JOIST HANGERS AT 7„ 11 62 2 -1STUD WALL @ 16" O.C. A N THAT SEPARATE GARAGE AND HOUSE) E_ 25-1/2"BATT INSUL. 1„ I 3-14"x 118"LVL 9'-1"CLG. HT. LVL HEADER I I 2-31"x 11Z"LVL 2Ji-4„ FLUSH HDR GREAT ROOM 4� 1 LOW HEADER JOISTS 167 JOISTS ABOVE 2x 6 STUD WALL I UNDER WALL 2-32'x 11$"LVL 4 ABOVE I FLUSH HEADER I i T-1"CLG. HT. 5 @16"O.C. 36"WIDE GAS _ _ _ - r - I DINING A5 SECTION / DETAIL DIRECT VENT - J - ___—=1 __ _______________L____ _� ; AREA FIREPLACE - ��?`V 3-14"x 11$"LVL FLUSH HDR �N 1 1 - _ �1 S-1 co N I i UNDER WALL ABOVE � i � �� C? A5 BUILDING SECTION 11to 8"TJI (210) i SIMPSON HGLTV5.37 H=11.875 i I i 11�"TJI0)(21 WINDOW N FLOOR JOISTS TOP FLANGE GIRDER HANGER I 1 a @ 16" D.C. i "*'�OPEN TO i I FLOOR JOISTS ABOVE I I @ 16"O.C. B I 1 1 1 ; 1 �� " 1 � - - - - - ELEMENTS ABOVE 51„ 1 11'-2_„ �„ �„ 1 1 17'-o-„ 2 1 2 2 7'-11" 2 SIMPSON 1 1 2 2'-0" BUILT-IN WITH HWP7.12 H= 11 11.875 2-32'x 11s"LVL 52" — GIRDER / HEADER ABOVE TOP FLANGE LOW HEADER io HUNG CABINETS GIRDER HANGER L; ------------- -- I = --------------- --------------------- ® POST DOWN I rIN �=1N N 1 "' 10j MIF i INTERCONNECTED COMBINATION SIN i �� <� SD SMOKE AND CARBONMONOXIDE ______ A _ ISLAND 1 `<-`/CO DETECTORS AS PER R314 OF THE 11$"TJI (210) i-- ------ __________ ____ IRCONYS AND 915 OF THE IFCONYS FLOOR JOISTS I Fi1z,'TJI 210 CANTILEVERED I v @ 16"O.C. i 9'-1"CLG. H FLOOR JOISTS 16"O.C. DWI 31" 11'-21" 51" 1 I. PANTY 1" 1" •=1N - I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 2 3f 2 2 1 8 3 32 19'-02 5-" ofoe- MAINTAINING JOB SITE SAFETY DURING THIS PHASE SEE GARAGE FIRE i `„N _ IO OF WORK&SHALL COMPLY WITH ALL APPLICABLE _1 o� 9 1 CLG. HT. SEPARATION ALL 1 ?22' 1 FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING DETAIL THIS SHEET. 1 3- 3- „ BUT NOT LIMITED TO BUILDING CODES, OSHA 6-9 22' 3-7 °' KITCHEN 15'-0" S 52�I REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS r I _j MATERIAL REMOVAL&DISPOSAL. o -3-14"x 118"LVL FLUSH - i- __ - - 3-14'x 118"LVL FLUSH -104 -} > THE CONTRACTOR SHALL INDEMNIFY&HOLD GARAGE 1 `? B.I. a>N HARMLESS THE OWNER,THE ARCHITECT,AND TWPE"X"GYP. BD. ON r<X�SD N --------- - --- -� o THEIR AGENTS&EMPLOYEES FROM AND AGAINST o ''CO REF - r ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES WALLS&CLG.AS PER BENCH W/ , SECTION R302.5 OF THE HOOKS N SIN SIN ARISING OUT OF OR RESULTING FROM ANY OF THE 11 1 3- "' M M P� ITEMS LISTED ABOVE. RCONYS 9'-1"CLG. HT. 31 11-21 5- 51 1„ _ 1„ 31„ 6,_31„ 51„ 'r) 2 2 N 2 LAUN. RM. s' 9" 1'-4" 2 3-7" 2 3 2 32 5'-1" 2 2 2 THE CONTRACTOR SHALL VERIFY ALL FIELD Ia w �,, o u LO CONDITIONS AND NOTIFY THE ARCHITECT OF ANY `O 118"TJI (210) O o O LAV 9'-1 CLG. H 118" JI (210) NO FLOOR JOISTS `° WALK-I FLOO JOISTS CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE @ 16" D.C. s, 7„ @ 1 "O.C. RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. VENT DRYER TO rIN o 2- 14 x 11g U EF CLOSE 15 /n'��,, OUTSIDE AIR M N LVL FLUSH 2-14"x 118" f !v"" THE ARCHITECT SHALL BE HELD HARMLESS BY ANY _ HDR LVL FLUSH �\� AGENCY FOR ANY ERRORS&OMISSIONS ON HDR THESE DOCUMENTS. - L_ - - - - - - J I r104 c SIN L 2x 6 CEILING 2-12"x 118"LVL I ::i]s HDR 1 �" THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 1 - JOISTS @ 16" O.C. FLUSH HEADER - "METHODS&MEANS"OF CONSTRUCTION. THE WITH SIMPSON UNDER WALL I CLOSET 9 8 EF ARCHITECT IS NOT RESPONSIBLE FOR FIELD LUS26 FACE MOUNT 31 ABOVE 11-21 I 5� _ _ 31 , „ 1„ 31 3 21, , 14 31" 6'-31" 5-1" JOIST HANGERS AT 2 2 2 0. 2 N 2 -1 2 3'-7 2 2 4-1 2 2 2 SUPERVISION. LVL HEADER r -I rw LICL 9'-1"C G.HT. I PRI ARY =IN B H �c I 117"TJI 210 RO M u OPEN TO -1 b 2- 14'x 14"LVL FLOOR JOISTS ABOVE @ 16"O.C. J"TEMPERED FRAME-LESS ED q SIMPSON STRONG WALL HEADER <; SD <� SD 'a� 2 _(ER �C 1 SSW12x8 EACH SIDE OF 2 I max''CO ` -V CID 13 GLASS DOOR AND PANELS �5 \ AN L _ WITH TILE WALLS. GARAGE DOOR OPENING 1 5 " SEE DETAILS ON SHEET D4 ,0' 8'-0" u3 '-0' 126° 5'-102" 2'-42/� 321 3'-7" 3'-6" 2, c�N 11'-8" i M 52" Of IjVW 2-12"x 11Z" LVL I 'era`Ij O wo 9'-1"CLG. HT. `-v iX o UPSET HDR. SET BEDROOM 10 BOTT. @ 12'-94" L T � 7a3-� y0� / OFFICE N _------ =- - ABOVE SUBFLOORi �oF NE� 1 10'-0" 52„ N 9'-9" 2 7'-1" in 32 11'-8" i 52"M IVAULTE O SD 1 X, I VAULTED CLG. r� jFOY RH pE IN NCO = PRIMARY o SLOPED 1 —IN BEDROOMCl CEILING I 9 1 i O 1 io 1„ 514„ 4CV - 2or I 5TED LG. HATCH WTE HS NDIC TEKA�F�L ARCHI TWT o 0 12'-0" PLATE H IGHT A V l l� zo 1 R D 9 FROM 1ST FLOOR O 1 I ORC BL E STONE) 3-2x 10 HEADER SE 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 - -- ------ --- --- -- - BOTT. @ 8'-9"4BOVE o Phone: 631-874-2925 Fax: 631-874-7377 SUBFLOOR------- -1_ keri@kazelarchitects.com - -- ------ --- --- -- ------ ----- - - - Proposed Home for: 3-2x'12 HEADER WITH �104 2-2x 6 PLATE SET PLATE 3-2x 10 DJ Custom Homes O ALL DIMENSIONS ARE TAKEN HEIGHT @ V-24"ABOVE HEADER— 265 Arshamomaq ue Avenue SUB-FLOOR. As As Southold, New York 11971 FROM FACE OF STUDS(U.O.N.) TO COLUMN WIDTH. 8'-9"CEILING NOTES: 10"x 110"PLAIN SQUARE, PERMA-CAST, HEIGHT IN BAY Town of Southold PRE-ENGINEERED FLOOR TRUSSES BY LOAD,BEARING COLUMNS(18,000#) 8" 8'-8" 8'-1" 2'- 1 8'-6" 2'_o-„ County of Suffolk WEYER-HAEUSER I-LEVEL TRUS-JOIST. OR WITH COLUMN-LOC BY HB&G"OR EQUAL. INSTALL AS PER MANUF. SPEC'S AND EQUAL WITH CAP&BASE(TYPICAL) SCTM #: 1000-56-2-14 FEMA: X RECOMMENDATIONS(I.E. SQUASH BLOCKS, 10'-0" 17'-5" 12'-7" NAILING&GLUEING,WEB-STIFFENERS, ETC) ALL EXTERIOR HEADERS TO BE 3-2x 10 MIN. 40'-0"OVERALL First Floor Plan ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. 10 UNLESS OTHERWISE NOTED. Date: April 16, 2024 ALL FRAMING LUMBER TO BE DOUG FIR#1 FIRST FLOOR PLAN UNLESS OTHERWISE NOTED. SCALE: 1/4"=l'-O° Scale: As noted A3 Project No. i NOTES: R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES(762 MM)OR GREATEIR OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET(2.8 M2). 40'4" THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE 27,_5„ S-1 12'-7" ROOF FRAMING MEMBERS. THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22TF INCHES BY 30 INCHES(559 MM BY 762 MM)AND SHALL BE /'AA er- r=, IFF_91 LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE (lam' �YV v II II11 LOCATION.WHERE LOCATED IN A WALL,THE OPENING SHALL IBE QJI �J L- ' ILL-M (U SYMBOL LEG EN D NOT LESS THAN 22 INCHES WIDE BY 30 INCHES HIGH (559 MM IWIDE — — — BY 762 MM HIGH).WHERE THE ACCESS IS LOCATED IN A V/ y 7 CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC �/J) \ =1 I =I I=I I=i EARTH SPACE SHALL BE 30 INCHES(762 MM)AT SOME POINT ABOVE � V \" THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. SEE SECTION M1305.1.3 FOR AC(CESS �L k1*,"__ POURED CONCRETE REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN 6'-32" 6'-32" e - jzi T OR 8" CMU BLOCK ATTICS. EXISTING STUD WALL r------------------------------------------------------------------------ TO REMAIN N I IO q EXISTING STUD WALL 1% ' N --------1 TO BE REMOVED I I _ ' NEW 2x 4 OR 2x 6 1„ „ min `_in 4'-7" 5'-4" 5'-72" 8'-4" 3-62 [512 11'-8" 2" STUD WALL @ 16" O.C. 0 01 9 E i 2'-8" T-8" 4'-2" 4'-2 q 2x 6 CEILING JOISTS JOISTS O � @ 16"O.C. 6 JOISTS ABOVE \fjI a -1N 5 SECTION / DETAIL — 3-2x 6 CLG. 3-2x 6 CLG. JOISTS `r' 3-14"x 94"LVL _ A5 r 1N JOISTS SIN HEADER FOR 00 LO Un I 1 LO _ RAFTER BEARING y A5 Ilk BUILDING SECTION 51" 111'-21„ 1 51„ 15'-31„ 51„ 1„ 2 2 " 52 - I =1N 8'-1"CLG. HT, 5o r WINDOW IN 36"HIGH 00 '' BEDROOM #3 [VAULTED I RAILING Ot-° CEILING I 3-14"x 94"LVL HEADER 2x 6 CEILING JOISTS - - - - - ELEMENTS ABOVE „ 301 �Iv I 1 1 SET BOTT. @ 7'-1"ABOVE 1 @ 16 O.C. I I 6" SUB-FLOOR 14'-312" 6„ 52" 0 GIRDER HEADER ABOVE —1N I LO L — — — — ---------- 20 ® POST DOWN N 2x 8 CEILING JOISTS N _ c _ F8- 16"O.C. „ 1„ 19 1„ 1, v INTERCONNECTED COMBINATION „ , 31„ @ 9-7 3- 5 3- 3-' „ „52 9�2 2 r> 6-0 c� 2 2 2 2 6-1 _ CL 1„ 0 <<X SD SMOKE AND CARBONMONOXIDE c%`V c�N 8'-1"CLG. HT. ��N M N -''CO DETECTORS AS PER R314 OF THE IRCONYS AND 915 OF THE IFCONYS F 8-1 CLG. HT. BALCONY BONUS _ LI = 21 _� 3-2x 6 SIN p 8'-1"CLG. HT. 1N CEILING I. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR N ROOM N 31„ 27 -,', SHARED JOISTS r, 2 BATHROOM = MAINTAINING JOB SITE SAFETY DURING THIS PHASE 5�" C; 9'-61" 51" 32 SIN 31" p °' 51" _ = OF WORK&SHALL COMPLY WITH ALL APPLICABLE 2 2 2 - 1-5' 2 r, 7-1 2 LO 10-2 ►n 2'-6" I co �° O FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 2x 6 CEILING JOISTS _ _ _ 54"x 22" PULL p EF IT BUT NOT LIMITED TO BUILDING CODES, OSHA @ 16"O.C. ow GAtic-4 r _ _ — _ DOWN ATTIC �=1N Y REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS - M MATERIAL REMOVAL&DISPOSAL. 'k = I'`-oo STAIR. SEE 18 00 25 _ J 'c%� OPENING NOTE IL THE CONTRACTOR SHALL INDEMNIFY&HOLD 9 = I LVA p 8'-1" LG. HT. L THIS SHEET. M •- = op HARMLESS THE OWNER,THE ARCHITECT,AND ULTED I H LL CEILING CLOS N N THEIR AGENTS&EMPLOYEES FROM AND AGAINST LO r� I I BAT ROOM O 16 _ - ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 22 rl -��' ARISING OUT OF OR RESULTING FROM ANY OF THE 1„ 1„ 1„ p 23 1 1 1 1„ 1„ 1„ 17 1„ ITEMS LISTED ABOVE. 52 I 9'-6 I 52 p 5'_6„ 32" 3-1 ill 32" 7'-1„ 32 5-32 32 52 ,0' I I THE CONTRACTOR SHALL VERIFY ALL FIELD = 2x 6 CEILING JOISTS CONDITIONS AND NOTIFY THE ARCHITECT OF ANY "N 3-14"x 94"FLUSH @ 16"O.C. O CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE I I 8'-1"`Y' LVL HEADER WITH STAIRWAY& RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. LG. HT. 24 KNEE WALL TO HANDRAIL AS PER ` 36"HIGH UNDERSIDE OF SECTION R311.7& THE ARCHITECT SHALL BE HELD HARMLESS BY ANY!'N 3-2x 6 CLG. WICLED RAFTERS �1N R311.7.8 OF THE AGENCY FOR ANY"ERRORS&OMISSIONS"ON RAILING RCONYS b 1 b JOISTS --— ---II__ rjOND _ _ co THESE DOCUMENTS. 1N r8'-1"CLG. HTl oo Or° A °' 3-2x 6 CLG. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 1 2'-8" '-8" JOISTS �EDROOM J2 "METHODS&MEANS"OF CONSTRUCTION. THE 1„ 1„ 1„ 1„ 1„ 1,� 1 ARCHITECT IS NOT RESPONSIBLE FOR FIELD M I 2'-4" 5'-4" 1'-4"1'-0' 52 5-92 3-112 32 3 62 - 32 I 11'-8., I 52" M SUPERVISION. I I 2x 6 CEILING JOISTS - I J@ 16"O.C. I [VAULTED CEILING 1 A SIN I mlCO 2x 6 HIGH CEILING CO zo L----------------------- N JOISTS @ 16"O.C. r=1N 00 co 0 SET BOTT. @ 10'-1" I I EKED ARC N ABOVE SUB-FLOORao '5���\ 8'-1"CLG. HT, BEDROOM #4O`��" DO `� O 5- „ 3- „ - „ „ 2-8-„ >k 9-0" 01 2 9-9 2 7-1 2 2-3 3-7 3-7 2 fl / 01 \ HATCH WALLS .=1N INDICATE 10'-1" SIN i 0 1 PLATE HEIGHT LO I / �� s743- �O 00 ABOVE SUB-FLOOR co oo I QF O I I SIN I -IN � I � I I I ih io IN I I LO I I I I I • I I O I I I 1 I I KAZEL AR HITMTUREp q ti I I ti 2 Windemere Court,P.O.Box 169, Speonk,NY 11972 I I Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com I I I I I ---R------------------- --- n-----' Proposed Home for: DJ Custom Homes 265 Arshamomaque Avenue 5'-4" Ilk5'-4" 3'�2" 3' 10" Southold, New York 11971 1 1, Town of Southold 10'-0" 10'-8" 7-2 ,2 12-12 County of Suffolk ALL EXTERIOR HEADERS TO BE 3--2x 10 MIN. 40'4" SCTM #: 1000-56-2-14 FEMA: X ALL INTERIOR HEADERS TO BE 2- 2x 6 MIN. UNLESS OTHERWISE NOTED. A6 Second Floor Plan A6 ALL FRAMING LUMBER TO BE DOUG FIR#1 UNLESS OTHERWISE NOTED. Date: April 16, 2024 ALL DIMENSIONS ARE TAKEN SECOND FLOOR PLAN FROM FACE OF STUDS(U.O.N.) SCALE: 1/4"=1'-0" Scale: As noted A4 1 Project No. i NOTES: O WINDOW & GLASS DOOR SCHEDULE of ROUGH ~ }a} OPENING Q W W w w �> w F- F- ('V.I.F.) W LL J <C LL J > J = C7 QW � C9W co coQ W W Y A6 � w z = m Q U) - m z cn J = F- rr Y J Z) X f- cn w z w z w z Q v + z Q `A 14'-7"GABLE WIDTH Q QN W go � aC7 (9a (9CL > = tL w o w �(" U ds = O c� W O _ W O W O 6 cn o = cn 0 � 5 '"ANDERSEN 100 SERIES T-0 5-0" 6.38 5.79 32 261E .30 .28 30/30 3 OVER 1 13 EGRESS SEE A 3050 SINGLE HUNG-LOW E ELEVATIONS TYPICAL ROOF CONSTRUCTION: _ B 3046-2 ANDERSEN 100 SERIES-DOUBLE 6'-0" 4'-6" 21.34 .30 .30 30/30 T-0" 3 OVER 1 2 ` 35 YEAR ARCIHITECTURAL ASPHALT SHINGLES I 1 SINGLE HUNG-LOW E (COLOR: DETERMINED BY OWNER) L_J 12 12 L_J SYMBOL LEG EN D 15#ROOF FELT&ICE AND WEATHER SHIELD 41- � ___14 C 2020 ANDERSEN 100 SERIES 2'-D" 2'-0" 2.07 .28 .26 30/30 7'-0" 2 LITE 2 1/2"PLYWOOD SHEATHING - -_ AWNING-LOW E R-38 OPEN CELL SPRAY 2x 8 RAFTERS LMm` 2x 8 RAFTERS EARTH =1 I I=1 I I=1 I I=1 1=1 I 1=11 I-11 FOAM INSULAITION(HOT ROOF) @ 16"O.C. W - - D 3030 ANDERSEN 100 SERIES 3'4" T-0" 5.94 .30 .28 30/30 8'-0" CUSTOM 1 RAFTERS AS(NOTED @ 16"O.C. ALIGN FASCIA o = "r„' POURED CONCRETE AWNING-LOW E - '' � = BOARDS � O �s~`• »5- O b '� ' OR 8" CMU BLOCK E 3020 ANDERSEN 100 SERIES T40" 2'-0" 3.50 .30 .28 30/30 T-0 3 LITE 1 X N w EXISTING STUD WALL AWNING-LOW E ------------------- ------------- ------------------------------------- o TO REMAIN F 3050-2 ANDERSEN 100 SERIES--DOUBLE 6'40" 5'-0" 12.76 5.79 32 261E .30 .28 30/30 7'-0" 3 OVER 1 4 EGRESS SINGLE HUNG-LOW E 1 I R905.1.2 ICE BARRIERS. - EXISTING STUD WALL G 3060 ANDERSEN 100 SERIES T-10" V-0" 14.50 .30 .28 30/30 T-0" 3 OVER 1 2 TEMPERED I U 1--------------- ______ __ 1�' F AREAS WHERE THERE HAS BEEN A HISTORY OF ICE TO BE REMOVED 1'-p" I F- r SINGLE HUNG-LOW E m O Nr V-4" I i FORMING ALONG THE EAVES CAUSING A BACKUP OF GABLE 1 12 12 I WATER AS DESIGNATED IN TABLE R301.2(1),AN ICE NEW 2x 4 OR 2x 6 O.H. I ° 1r ' W /O.H. 1 41 -14 I O.H. BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, STUD WALL 16" H 9070 JELD WEN-PREMIUM VINYL(V-4500) V-10" T-0" 41.4 .30 .30 40/45 7'-0" CUSTOM 1 3 PANEL SLIDING PATIO DOOR-LOW E I N � O.H. o m = I � I METAL ROOF SHINGLES, MINERAL-SURFACED ROLL O.C. I :- ¢ O i 2x 8 RAFTERS 2x 8 RAFTERS 1 ROOFING, SLATE AND SLATE-TYPE SHINGLES,WOOD JOISTS OR EQUAL I v = co p = 01 @ 16"O.C. w @ 16"O.C. 7 SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL JOISTS ABOVE O O W I o I CONSIST OF NOT FEWER THAN TWO LAYERS OF J 6070 JELD WEN-PREMIUM VINYL(V-4500) 6'40" 7'-0" 13.8 .30 .30 40/45 7'-0" CUSTOM 1 I r------ -- ---� r---------0 --- ------ UNDERLAYMENT CEMENTED TOGETHER, OR A 2 PANEL SLIDING PATIO DOOR-LOW E I L 1 12 Fr 12 1 __ i o i SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET AS SECTION / DETAIL OR EQUAL -- -- -;;- I I ----- ------ Ar:-:: ::::o:6 �.. _ - �X SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT 1 rl I 6 I 6" L+ :: ;. uS =� y _ :j AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF :: K 3036-2 ANDERSEN 100 SERIES-DOUBLE 6!40" T-6" 7.58 .30 .30 30/30 7-0 3 OVER 1 1 I GABLE O `?+.._ 1 SURFACES TO A POINT NOT LESS THAN 24 INCHES (610 I '1 I' 9 °� ..:..:: , .., S-1 BUILDING SECTION HUNG-L W E O.HI. 1 I GABLE G ,c� : : :: ::... U m U I O.H. ` F��P� ° :::�J,�P I MM INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. A5 SINGLE U G O �Cy ) 1 rr 1 rr 1 „ I I • I -9�, :.::�0 -� �j, �:..��. 1 ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 L 4030 ANDERSEN 100 SERIES- 440 3-0 8.38 .30 .28 30/30 7-0 CUSTOM 1 I I w W U W I �' L Q� '�- �+ y J I UNITS VERTICAL IN 12 UNITS HORIZONTAL,THE ICE �}� AWNING-LOW E I iF- °' u- ri 1 I �1Q' 2x 8 OVERLAY �� '� I BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 -- WINDOW ................ .............. RAFTERS 16 O.C. INCHES 914 MM MEASURED ALONG THE ROOF SLOPE'. u- "F 11 � I M 303E ANDERSEN 100 SERIES- 3'-FO" 3'-6" 3.79 .30 .28 30/30 7'-0" 2 OVER 1 1 1 m I I @ 9 1 ( ) W v I co N I 1 O� �� I FROM THE EAVE EDGE OF THE BUILDING. = _ _ _ = ELEMENTS ABOVE SINGLE HUNG-LOW E N cX I EXCEPTION: DETACHED ACCESSORY STRUCTURES cn �,,I 1 1'-0" NOT CONTAINING CONDITIONED FLOOR AREA. N 3020-2 ANDERSEN 100 SERIES-DOUBLE 6'-•0" 2'-0" 7.0 .30 .28 40/40 12'-0" 3 LITE 1 ALIGN OVER GABLE c(0 1 WINDOW F BELOW O.H. I � _ I GABLE - GIRDER / HEADER ABOVE AWNING-LOW E 1 X _I cn 1 O.H. EGRESS WINDOW I N I 1 - - - W CONTRACTOR AND/OR WINDOW MANUFACTURER THIS UNIT MUST MEET OR EXCEED: I BEND LL O TO VERIFY ALL SIZES,MAKE,MODELS,ROUGH OPENINGS, 1)CLEAR OPENABLE AREA OF 5.7 SQ.F7. j d � cr° I ® POST DOWN MASONRY OPENINGS,GRILL LAYOUTS AND QUANTITIES �O I INTERCONNECTED COMBINATION 2)CLEAR OPENABLE WIDTH O 2 I � I I � (0 Nr N i - I�X�SD SMOKE AND CARBONMONOXIDE OF WINDOWS AND DOORS PRIOR TO PLACING ORDER. II 3)CLEAR OPENABLE HEIGHT OF 24" 1 _ < CO DETECTORS AS PER R314 OF THE coX @ r- O IRCONYS AND 915 OF THE IFCONYS 2x 101 RIDGE BEAM GABLE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR O.H. MAINTAINING JOB SITE SAFETY DURING THIS PHASE 2x 10 RIDGE BM I NI ( � i OF WORK&SHALL COMPLY WITH ALL APPLICABLE I I I FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 1 @ 8 RAFTERS BUT NOT LIMITED TO BUILDING CODES OSHA @ 16"O.C. REGULATIONS. LIFE SAFETY CODES,CODES, MATERIAL REMOVAL&DISPOSAL. I m ROOF I 2-14"x 14" LVL RIDGE BEAM 2-14"x 14"LVL RIDGE BEAM W ci I ESEND 1 I �_ _ THE CONTRACTOR SHALL INDEMNIFY&HOLD � `r = HARMLESS THE OWNER,THE ARCHITECT,AND RZ F 8 1 O THEIR AGENTS&EMPLOYEES FROM AND AGAINST RAAFTERS � � I I X I 1 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES GABLE N 1� � cn I I I I I ARISING OUT OF OR RESULTING FROM ANY OF THE O.H. I w w ci ulco co N I ITEMS LISTED ABOVE. m �I U_ I W � Wv Wci u�' 0 O O I I i r rr THE CONTRACTOR SHALL VERIFY ALL FIELD N( i x x U x i I GABLE ° ° ° I 1 I GABLE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DOOR SCHEDULE I�L i(M 6r "' M i I O.H. x 0 x 0 x I O H CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 1 1 GABLE I I I N N N I I I RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ D. C7 z I O.H. i ► 1 Q LOCATION N COMMENTS ¢ I U THE ARCHITECT SHALL BE HELD HARMLESS BY ANY m __ L _ __ I ROOF BEND i AGENCY FOR ANY"ERRORS&OMISSIONS"ON 1 I I i ......... : F UO I THESE DOCUMENTS. FIRST FLOOR I L__-_-- _ __-� I �° : 3-2x 8 LL _ I T �-- co ........ ............ RAFTERS I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR I = - I ::::::::: 905.2.E ATTACHMENT.ASPHALT SHINGLES _ ::.::.::::: :::::::.: ...........:: ..... co :: 2x 8 OVERLA L X U I SHALL HAVE THE MINIMUM NUMBER OF "METHODS&MEANS"OF CONSTRUCTION. THE 1 FRONT ENTRY DOOR T-0"x T-0" RH 1THERMA-TRU SU EXTERIOR DOOR-FIBERGLASS 2x6 i O m O I.`::` :. .... RAFTERS 9� h j N I FASTENERS REQUIRED BY THE IDOOR INSULATED WITH 2-1'-6"x 7'-0"SIDELITES I m t.::: ::::: �, @ �F� 1� a �1 1 MANUFACTURERS ARCHITECT IS NOT RESPONSIBLE FOR FIELD SECURITY LOCK&DEAD BOLT I •' - I; G 16 O.C. U ACTURER'S APPROVED INSTALLATION w v = t:;:: Q ✓ W LV U w I SUPERVISION. -9 1- F- INSTRUCTIONS BUT NOT LESS THAN FOUR I N LL (� i- O I::::: ::::::::. ... :::::. U_ N LL O U_ 1 2 OVERHEAD GARAGE DOOR 8'-0"x 8'-0" OH VINYL DOOR WITH 2x4 ��' 2x 8 RAFTERS I� �L i FASTENERS PER STRIP SHINGLE OR TWO SIDE MOUNT OPENERS WITH REMOTE i �J @ 16"O.C. I ch I I FASTENERS PER INDIVIDUAL SHINGLE.WHERE 1'-0" °x° 1'-0" g I 1 x °X° @)xl THE ROOF SLOPE EXCEEDS 21 UNITS EXTERIOR GARAGE DOOR 3'-0"x 7'-0" LH THERMA-TRU SU EXTERIOR DOOR- 2x4 GABLE I N GABLE o�� 12 12 i cN� 6r1 N �� i VERTICAL IN 12 UNITS HORIZONTAL(21:12, 3 O.H. O.H. '` 4F m �4 I I I I 1 175-PERCENT SLOPE), SHINGLES SHALL BE ..................... FIBERGLASS DOOR INSULATED �- W 'I -GABLE I 1 ---- ----------- i W O.H. 1 1 INSTALLED IN ACCORDANCE WITH THE 4 LAUNDRY ROOM TO GARAGE 3'-0"x 7'-0" LH FIRE RATED SELF CLOSING, INSULATED 2x6 I 2x 8 RAFTERS _ _ i MANUFACTURER'S APPROVED INSTALLATION (ERED ARC 1 @ 16"O.C. `c _ - _ IT = I INSTRUCTIONS. q o 2x 10 RIDGE BM J O i O �- O 5 LAUNDRY ROOM 3'-0"x7'-0" PKT 2x6 _ 6 WALK-IN PANTRY 2'-4"x T-0" LH 2x4 r 2x 8 R/AFTERS i I I ��►,� ° �/ 11 - X 1i I1 / @ 16 (O.C. = I 2x 8 RAFTERS c Na 1 r�rr I L+�` .. 2x 8 OVERLAY 7 LAVATORY 2'-4"x T-0" PKT PRIVACY LOCK 2x4 O I @ 16"O.C. N O.H.� �P�� 9<<�.'� N� ` i RAFTERS @ 16"O.C. 11 1 11 ALIGN(FASCIA 2-8 x7-0 RH WEATHER STRIP 2x4 BOARDS i I '�� �.. 8 BASEMENT STAIR ��• I 1r�r1 I I JP GABLE 9743 OF NEB 9 CLOSET 2'-0"x T-0" LH 2x4 I r-- --------- ---r-' 2x 8 2x 8 O.H. I I RAFTERS RAFTERS I O.H. 10 BEDROOM/OFFICE 6'-0"x T-0" DBL PRIVACY LOCK 2x4 I 12 I @ 16"O.C. @ 16"O.C. I 2x 8 RAFTERS I w I: :::: I 4� 16"O.C. 11 BEDROOM/OFFICE CLOSET 4'-0"x T-0" DBL BALL CATCH 2x4 i @ 12 I '-4- < p 1 ------ �l4 O.H. 12 PRIMARY BEDROOM 2'-6"x T-0" LH PRIVACY LOCK 2x4 L______ _____ ----J �L i m I 12'-0"PLATE HEIGHT 13 PRIMARY BATHROOM 2'-4"x T-0" LH PRIVACY LOCK 2x4 cn V I 12 (9 12 i FROM 1ST FLOOR L) I 41- _p �4 I 14 WATER CLOSET 2'-4"x T-0" PKT PRIVACY LOCK 2x4 - I I -J I- O 1 11 1 rr . W I 2x 8 J 2x 8 KAZEL AR�HITHTURE 15 WALK-IN CLOSET 2-4 x7-0 PKT 2x4 I- O I RAFTERS -� RAFTERS 1 O LL m N cX V-4" I @ 16"O.C. X @ 16"O.C. I 1r�rr SECOND FLOOR `r �L O.H. r� O.H. 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 16 BEDROOM#2 2'-6"x 7'-0" LH PRIVACY LOCK 2x4 cX I `" ; Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com 17 BEDROOM#2 CLOSET 5'-011x T-0" DBL BALL CATCH 2x4 - - ---- - 18 BEDROOM#2 BATHROOM 2'-4"xT-0" RH PRIVACY LOCK 2x4 IL__ ____ _JI Proposed Home for: 19 BEDROOM#3 2'-s"x 7'-0" RH PRIVACY LOCK 2x4 12'-0"PLATE HEIGHT m = i p o m= DJ Custom Homes FROM 1 ST FLOOR Q O O of J ¢ O 20 BEDROOM#3 CLOSET 5'-0"x 7'-0" DBL 2x4 c� w �, 265 Arshamomaque Avenue NI IT @)m 2x 8 RAFTERS @ 16"O.C. Southold New York 11971 21 BEDROOM#3 BATHROOM 2'-4"x T-0" LH PRIVACY LOCK 2x4 ROOF PLAN TOP OF PLATE AT 8 9 A.F.F. ' rAT SHED ROOF r, Town of Southold County of Suffolk 22 BEDROOM#4 2'-6"x 7'-0" LH PRIVACY LOCK 2x4 SCALE: 1/4"=1'-0" s-1 s-, 23 BEDROOM#4 CLOSET 2'-4"x T-0" RH 2x4 A6 A6 SCTM #: 1000-56-2-14 FEMA: X 24 BEDROOM#4 BATHROOM :2'-4"x T-0" LH PRIVACY LOCK 2x4 HATCHED AREA INICATES AREA 25 2'-4"x 7'-0" RH PRIVACY LOCK 2x4 OF ONE ROOF BUILT OVER ANOTHER Roof Plan HALL BATHROOM LOWER ROOF TO BE BUILT FIRST 26 BONUS ROOM 2'-6"x 7'-0" LH PRIVACY LOCK 2x4 Date: April 16, 2024 27 LINEN CLOSET :2'-4"x7'-0" LH 2x4 Scale: As noted Project No. i TYPICAL EXTERIOR NOTES: WALL CONSTRUCTION: BOARD&BATTEN SIDING COLOR BY OWNER TYVEK HOUSE WRAP OR EQUAL TYPICAL ROOF CONSTRUCTION: 2'PLYWOOD SHEATHING 35 YEAR ARCHITECTURAL ASPHALT SHINGLES R-19 BATT INSUL. (PICTURE FRAME AIR (COLOR: DETERMINED BY OWNER) SEAL TO MEET BLOWER DOOR REQM'T) SIMPSON H10S 15#ROOF FELT&ICE AND WEATHER SHIELD 2x 6 STUDS @ 16"O.C. 1/2"PLYWOOD SHEATHING GYPSUM WALL BOARD HURRICANE TIES z AT EACH RAFTER 2-14'x 14"LVL RIDGE BEAM R-38 OPEN CELL SPRAY TO PLATE CONNECTION —2x 4 COLLAR TIES @ 16"O.C. FOAM INSULATION (HOT ROOF) PROVIDE 6"BLIND FLASHING AT RAFTERS AS NOTED ROOF AND WALL INTERSECTION 2x 8 RAFTERS 2x 8 RAFTERS @ 16"O.C. 2x 6 KNEE WALL TO @ 16"O.C. 2x 8 CEILING UNDERSIDE OF RAFTERS SIMPSON LRU28Z 2x 8 CEILING JOISTS @ 16"O.C. FACE MOUNT RAFTER JOISTS@16" O.C. SYMBOL LEGEND HANGERS AT EACH RAFTER 12 SIMPSON HI OS HURRICANE TIES 4 AT EACH RAFTER TO PLATE CONNECTION SIMPSON H10S HURRICANE TIES AT EACH RAFTER TO PLATE CONNECTION PROVIDE EAVE BLOCKING I1 I III I III I I III III I I1 EARTH BETWEEN RAFTERS(TYP) PROVIDE EAVE BLOCKING """` POURED CONCRETE OR 8 CMU BLOCK GABLE 1x 8 FASCIA BOARDS WITH T.O.2ND FLR "" '`•' BETWEEN RAFTERS(TYP) O.H. _ _ _ _ _ _ _ _ _ _ _ - EXISTING STUD WALL 2x 8 RAFTERS @ 16 O.C. 3-2x 8 CJ UN-VENTED SOFFIT PLATE WINDOW 3- 13"x 91" FLUSH i DORMER BEYOND TO REMAIN SIMPSON H10S a a HURRICANE TIES LVL HEADER WITH AT EACH RAFTER KNEE WALL TO 2"G. B.ON WALLS TO HEADER CONNECTION UNDERSIDE OF AND CEILING (TYP) 3-14'x 91"LVL i O H O �________� EXISTING STUD WALL 8'-1"CLG. HT. I O f-- RAFTERS BALCONY 4'T& SUB-FLOOR GLU D HEADER SET I PROVIDE 6"BLIND FLASHING AT TO BE REMOVED 3-2x 12 HEADER WITH AND AILED(TYPICAL) BOTT. @ 7-1' I ROOF AND WALL INTERSECTION 0 — 2-2x 6 PLATE SET PLATE 3- 13"x 117" ) ABOVE i z = NEW 2x 4 OR 2x 6 a a I 2x 8 NAILER POSITIVELY ANCHORED INTO STUDS O -GABLE HEIGHT @ 9'-24"ABOVE LVL FLUSH SIMP ON TB27 CROSS SUB-FLOOR I PROVIDE SIMPSON LRU28Z FACE MOUNT RAFTER STUD WALL @ 16" O.C. BRID INS V-0"MAX.SUB-FLOOR. PACK-OUT 12 @ANGERS AT EACH RAFTER JOISTS ABOVE O.H. T.O. FOYER 36 HIGH � a_ JOISTS WALL PLATE TO COLUMN WIDTH. 4 _ _ _ 11-" I (210)FLOOR RAILING 4 2x 8 RAFTERS @ 16"O.C. co . . 1x 8 FASCIA BOARDS WITH JOIS S @ 16"O.C. I T.O. 2ND FLR STAIRWAY& 1 i _ _ _ _ _ _ _ _ SUB-FLOOR UN-VENTED SOFFIT HANDRAIL AS PER 3�� Z.. I - - - - - 5 SECTION / DETAIL UN-VENTED 3-14 x 118 LVL -T.O. 1 ST FLR A5 _ SOFFIT TO SECTION R311.7& FLUSH HDR - - - - - - - - I— W UNDERSIDE R311.7.8 OF THE 2'G.W.B. ON WALLS UNDER WALL 2x 6 CEILING JOISTS PLATE S-1 �4 = ~ OF RAFTERS RCONYS -- AND CEILING (TYP) ABOVE BUILDING SECTION , O.H. 0 g @ 16"O.C.WITH O 4" A5 w a 10"x 10"PLAIN SQUARE, PERMA-CAST, SIMPSON LUS26 FACE LOAD BEARING COLUMNS(18,000# 8'-4"PORCH O.H. 9'-1"CLG. HT. ," Z„ VAULTED 2x 4 EILING 2-32 x 11g LVL MOUNT JOIST HANGERS '� JOIS S @ 16' .0 KITCHEN 3-14 x 14 LVL HEADER O ~ �I� WINDOW VAULTED CLG. I— 2 O � � � W WITH COLUMN-LOC BY"HB&G"OR � LOW HEADER AT LVL HEADER O = _ L11: O f- EQUAL WITH CAP&BASE(TYPICAL) COVERED LG. 3, PRIMARY 0 � � = w 0 g PORCH F YER = g�_1�� a T&G SUB-FLOOR GLUED 9-1 CLG. HT. U w BEDROOM = w q } - °- PROVIDE SELF-ADHERING MEMBRANE d AND NAILED(TYPICAL) GREAT ROOM PROVIDE SELF-ADHERING MEMBRANE C w — — — — — ELEMENTS ABOVE iv 0 c%)IvU- J CLG. HT. — — — — — _ N WITH PVC COIL STOCK FLASHING 0 WITH PVC COIL STOCK FLASHING I F- �_ °L W BETWEEN WOOD AND CONCRETE LAV SIMPSON TB27 CROSS g 4"P.C. SLAB WITH 10/10, r` 2-14'x ID, BRIDGING @ 8-0 MAX. BETWEEN WOOD AND CONCRETE n o coo 4"P.C.SLAB WITH 10/10, — GIRDER / HEADER ABOVE 9 6x 6 W.W.M.WITH LVL FL S>H 118"TJI (210)FLOOR 6x 6 W.W.M.WITH 1"BLUESTONE CAP JOISTS @ 16"O.C. 1"BLUESTONE CAP T.O. 1ST FLR. - - _ _ _ _ _ N. - _ - _ - T.O. 1ST FLR. - POST DOWN 1AAA _ _ _ T.O.BSMT_PLATE :;,. ..,,..: ,.,. s 3- 13"x 11�"1XIA ` ? T.O. BSMT PLATE a a - - - - - - - - - INTERCONNECTED COMBINATION _ Y LVL FLUSH 2x 6 LOW PLATFORM 3 ��� r x 2"SLAB SEAT I 16"O.C. PROVIDE 2'GYPSUM 2'SLAB SEAT <� SD DETECTORS SMOKE AND CARBONMONOXIDE G� LVL GIRDER W - _ �_v CO IRCONYS AND 9S 5 OF THE IFOCON S ^•..S _j :. `''` STAIRWAY& JO STS WALLBOARD MEMBRANE L) ;`:: HANDRAIL AS PER 2-2x 6 LOW HDRS 7'-11"HIGH CLG. ''? O ~ SECTION R311.7& ANCHORED TO 4"DIA. STEEL LALLY UN-FINISHED TO THE UNDERSIDE OF l THE FLOOR FRAMING y" CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR -,. w = Y':.', 4x4 POSTS COLUMN ON 30"x 30"x 15" BASEMENT s;� z R311.7.8 OF TH MEMBER AS PER SECT. _:; '' g MAINTAINING JOB SITE SAFETY DURING THIS PHASE f ANCHORIED TO DEEP POURED CONC. w 2-2x 6 P.T.SILL PLATES WITH SILL SEAL RCONYS R302.13 OF THE RCONYS. 2-2x 6 P.T.SILL PLATES WITH SILL SEAL w OF WORK&SHALL COMPLY WITH ALL APPLICABLE iMTH SIMPSON T FOOTINGS WITH 4"POURED CONCRETE SLAB ¢ AND TERMITE SHIELD(TYP) .�' SLAB � (R-11) DRAPED BATT AND TERMITE SHIELD(TYP) Q FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 4 m "' RPBZ POST BASE 3-#5 RE-BAR E.W. WITH 6 MIL. POLY.VAPOR INSULATION OVER 00 BUT NOT LIMITED TO BUILDING CODES, OSHA 5/8"DIA STEEL ANCHOR BOLTS MAX 37"O.C. ;': AND SIMPSON BARRIER OVER 6"THICK "! 5/8"DIA STEEL ANCHOR BOLTS MAX 37"O.C. WITHIN 12"FROM ENDS OF EACH SILL PLATE BC4 POSIT CAP CRUSHED STONE EXPOSED FND WALLS _ <• WITHIN 12"FROM ENDS OF EACH SILL PLATE r REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS I` MATERIAL REMOVAL&DISPOSAL. LINE OF PIECE. EXTEND BOLTS MIN 7"INTO FND& PIECE. EXTEND BOLTS MIN 7"INTO FND& LINE OF BSMT SLAB ......•.•..._.. , �; BSMT SLAB SECURE TO SILL W/ 3"SQUARE WASHER <::<: - : _:.:.:.. .,., . :•:."1'-.` SECURE TO SILL W/ 3 SQUARE WASHER AND TIGHTENED NUT TO EACH BOLT. <;;:== AND TIGHTENED NUT TO EACH BOLT. THE CONTRACTOR SHALL INDEMNIFY&HOLD L — — J L _ _ J L _ _ J L _ _ J HARMLESS THE OWNER,THE ARCHITECT,AND 10"POURED CONCRETE FOUNDATION 10" POURED CONCRETE FOUNDATION THEIR AGENTS&EMPLOYEES FROM AND AGAINST WALL ON 20"x 10"P.C. FOOTINGS WITH WALL ON 20"x 10"P.C. FOOTINGS WITH ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 3-#5 RE-BARS IN BOTTOM WITH 3-#5 RE-BARS IN BOTTOM WITH ARISING OUT OF OR RESULTING FROM ANY OF THE BUILDING SECTION: S-2 WATERPROOFING BUILDING SECTION: S-1 TEMPORARY WALL BRACINIG NOTE: WATERPROOFING ITEMS LISTED ABOVE. WALLS TO BE BRACED DURING CON'ISTRUCTION SCALE: 1/4"=1'-O" SCALE: 1/4"=V-0" TO PREVENT BOWING OF TOP PLATIES. DO NOT THE CONTRACTOR SHALL VERIFY ALL FIELD REMOVE BRACES UNTIL WALLS AND)ROOF ARE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY FULLY SHEATHED. CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. ALL STACK VENTS SECTION P3103 III a„v TO BE NOT VISIBLE 114„V FROM FRONT OF I VENT TERMINALS ,��RED A HOUSE(TYPICAL) 1 �g AN. — P3103.1 VENT PIPES TERMINATING OUTDOORS. VENT PIPES TERMINATING OUTDOORS SHALL IBE EXTENDED TO THE OUTDOORS THROUGH THE ROOF OR A 6 T SHARED TABLE P3201.7 . I 3.w I z„v—( — — — — — 3.Iv � \v SIDEWALL OF THE BUILDING IN ACCORDANCE'WITH WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS P3103.1.1 -f — _ i BATH THROUGH P3103.1.4 SIZE OF TRAPS FOR PLUMBING FIXTURES HALL I I — — TRAP SIZE Q� I � z„N BATH 1114„Iv 1 z"1 11�4"IV I— \ \ P3103.1.1 ROOF EXTENSIONS. PLUMBING FIXTURE T� 0 9743-� �O INIMUM va„Iv 1 va"Iv 1 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET THE CONDITIONS OF SECTION P3103.1.2 OR (INCHES) OF M1IE� I 1 I I P3103.1.3 SHALL TERMINATE NOT LESS THAN 6 INCHES (150 MM)ABOVE THE ROOF OR 6 INCHES (150 MM)ABOVE THE 2„Iv Tus1 2"V I Tus1 2'IV ANTICIPATED SNOW ACCUMULATION, WHICHEVER IS GREATER. 2ND FLR I 2ND FLR BATHTUB(WITH OR WITHOUT P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. SHOWER HEAD AND/OR 12 11�a" z^w 1 11/4" r w WHERE A ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR SUNBATHING DECK, OR WHIRLPOOL ATTACHMENTS) 2"V' ' � � � a„ CO 1 4 CO I co J co J FOR SIMILAR PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET (2134 MM)ABOVE THE ROOF. BIDET 14 2„v _ _�- —— "- T _ _ _ _ _ — P3103.1.3 ROOF EXTENSION COVERED. CLOTHES WASHER STANDPIPE 2 _ I WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND IS COVERED BY EITHER A ROOF-MOUNTED 1 va„Iv 11�a„Iv I i rPRIMARY I I 1 va„lv ,va"I v 1 Zia„� PANEL (SUCH AS A SOLAR COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT OPENING) OR A ROOF DISHWASHER(ON SEPARATE TRAP) 1'-z KAZEL IHAoLL I I ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE OR A DECORATIVE SHROUD), THE VENT PIPE SHALL TERMINATEAR�HITMTURE RY 1114„v z"IV 2'I� 1'U4„V 1 va„v LAUND F RDRAN FLOOR I BATH BATH I I NOT LESS THAN 2 INCHES (51 MM)ABOVE THE ROOF SURFACE. SUCH ROOF ELEMENTS SHALL BE DESIGNED TO 2 1 1 KITCHEN PREVENT THE ADVERSE EFFECTS OF SNOW ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT. THE FAI SHA Dw PLACEMENT OF A PANEL OVER A VENT PIPE SMALL PROVIDE FOR AN OPEN AREA OF THE PIPE, AS CALCULATED KITCHEN SINK(ONE OR TWO TRAPS, 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 3„v FROM THE INSIDE DIAMETER OF THE PIPE. SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT WITH OR WITHOUT DISHWASHER AND 1 1�7u 2 Phone: 631-874-2925 Fax: 631-874-7377 1ST FLR 1ST FLR FOOD WASTE DISPOSER) 1 v2„w ,vz„w „i4„w 11/44" 1141 2"w 2"w , 1/7 W PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING. keri@kazelarchitects.com Co co co LAUNDRY TUB(ONE OR MORE 1 a• a„ P3103.1.4 SIDEWALL VENT TERMINAL. COMPARTMENTS) 12 Proposed Home for: Co co a„S VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE NOT LESS THAN 10 FEET FROM THE LOT LINE 4„S AND NOT LESS THAN 10 FEET ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET IN ANY DIRECTION LAVATORY 1a DJ Custom Homes HORIZONTALLY OF THE VENT TERMINAL.VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A a„TO APPROVED 4"S STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS. SUCH VENT TERMINALS SHALL BE PROTECTED BY A SHOWER(BASED ON THE TOTAL FLOW 265 Arshamomaque Avenue SEPTIC SYSTEM co METHOD THAT PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING AND THAT RATE THROUGH SHOWERHEADS AND Southold, New York 11971 DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. BODYSPRAYS)FLOW RATE: Town of Southold 5.7 GPM AND LESS 12 County of Suffolk P3103.2 FROST CLOSURE. MORE THAN 5.7 GPM UP TO 12.3 GPM 2 BSMT /� �+ /� p BSMT WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 0°F (-18°C) OR LESS, VENT EXTENSIONS MORE THAN 12.3 GPM UP TO 25.8 GPM 3 PLUMBING RISER DIAGRAM RA VI THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES (76 MM) IN DIAMETER. ANY INCREASE IN THE SIZE MORE THAN 25.8 GPM UP TO 55.6 GPM 4 SCTM #: 1000-56-2-14 FEMA: X OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM) INSIDE THE THERMAL ENVELOPE OF THE BUILDING. NO SCALE Building Section Date: April 16, 2024 Scale: As noted A6 Project No. i NOTES: TYPICAL ROOF CONSTRUCTION: 5/4x 8 RAKE BOARDS 35 YEAR ARCHITECTURAL ASPHALT SHINGLES WITH 1x 3 TRIM OVER (COLOR: DETERMINED BY OWNER) 5/4x 4 FRIEZE BOARDS 15#ROOF FELT&ICE AND WEATHER SHIELD 1/2"PLYWOOD SHEATHING R-38 OPEN CELL SPRAY FOAM INSULATION (HOT ROOF) 5/4x 8 FASCIA BOARDS / �W�LILILILLL�IJ111�1 I� IJ� LI IJ II LI IJ Liu luiliI_emIJJ U � RAFTERS AS NOTED SYMBOL L E G E N D WITH ALUM GUTTERS L AND LEADERS I J1 t_u_wLILW _ll l u l l III-1 I I-1 I I-1 EARTH TYPICAL WINDOW TRIM / 1111 1 1 L1�I I l l 11 1 1 \ I 1 x4 STYLES =-1 5/4x 6 SILL I I I I I I I II III I s OR 8" CMU BLOCK T 5/4x 8 HEAD TRIM TO FLR _ _ _ _ _ _11 _ 1111 J I1 I I- _ _ T.O.2ND FLR PLATE - \ PLATE - EXISTING STUD WALL 6"CORNER BOARDS — _ F= - TO REMAIN O IF- 6"BLIND FLASHING ❑ O u ;(g AT ROOF AND WAL O = C D C ~ = EXISTING STUD WALL F- = A ~ _ U_ 0 �--------� ❑ IW INTERSECTIONS = o — — � = p g } �, ❑ W TO BE REMOVED z = C7 AO = = o = o \�1- z = o ''� ��' / = w = 0 0 - _ = o o 'i AC9 w �--� NEW 2x 4 OR 2x 6 g 4So Q`� o = _ o °' tiF �y� c a STUD WALL @ 16" O.C. CIDI I LI I 111�1�I11- ^ co JOISTS BIDL I II I I I i l 111 I11-1 U 1LI �1ll_ll-_ JOISTS ABOVE T.O.2ND FLR; / JJJ1 ll_ II II I I II LI LI�LI�L ICI I�L�1��LI II (I LI II III 11 II ICI IILE] \ T.O.2ND FLR 6 SUB-FLOOR _ _ _ _ _ 1L LI II I I II I I I f II III( II I I I I II III II I I I II II I L�IJll 1_ _ _ _ _ SUB-FLOOR T.O. 1 ST FLR _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ T._O. 1 ST FLR A5 PLATE SECTION / DETAIL BRACKETS PLATE 5/4x 8 FASCIA BOARDS A5 BUILDING SECTION X Ilk WITH ALUM GUTTERS TYPICAL EXTERIOR o ,_ AND LEADERS WALL CONSTRUCTION: o 1- 0 -= BOARD&BATTEN SIDING O = �� u S I 5/4x6 FRIEZE BOARDS � WINDOW H COLOR BY OWNER w co W > w❑ ® O TYVEK HOUSE WRAP OR EQUAL I W o � w — — — �- m q I O11 I O = Q 2" PLYWOOD SHEATHING m g - - - - - ELEMENTS ABOVE r g Q o p g z R-19 BATT INSUL. (PICTURE FRAME AIR Q 0 r a o j 2 _ ° � SEAL TO MEET BLOWER DOOR REQM'T) o j a o Q O o b = 2x 6 STUDS @ 16"O.C. o > — a o Q GIRDER / HEADER ABOVE V i� 2'GYPSUM WALL BOARD T.O. 1 ST FLR.. U_E:1 I I T.O. 1 ST FLR. ® POST DOWN INTERCONNECTED COMBINATION SD SMOKE AND CARBONMONOXIDE 11-I CO DETECTORS AS PER R314 OF THE 36"HIGH RAILING 10"x 10"PLAIN SQUARE, PERMA+-CAST, IRCONYS AND 915 OF THE IFCONYS LOAD BEARING COLUMNS(18,0(00#) R312 GUARDRAILS: PORCHES BALCONIES AND 16'-6"SETBACK WITH COLUMN-LOC BY"HB&G"(OR 18'-6"SETBACK STAIR LANDINGS 30"ABOVE FLOOR OR GRADE TO BE INSTALLED WITH 36"HIGH RAILINGS, EQUAL WITH CAP&BASE(TYPI(CAL) 5/4x 10 BASE TRIM CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR BALUSTERS NOT TO ALLOW PASSAGE OF A WITH DRIP CAP ABOVE MAINTAINING JOB SITE SAFETY DURING THIS PHASE FRONT ELEVATION SPHERE 4"OR MORE IN DIAMETER. FE WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING SCALE: 1/4"=1'-O" BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS &EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON TYPICAL ROOF CONSTRUCTION: THESE DOCUMENTS. 35 YEAR ARCHITECTURAL ASPHALT SHINGLES (COLOR: DETERMINED BY OWNER) THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 15#ROOF FELT&ICE AND WEATHER SHIELD "METHODS&MEANS"OF CONSTRUCTION. THE 1/2"PLYWOOD SHEATHING ARCHITECT IS NOT RESPONSIBLE FOR FIELD R-38 OPEN CELL SPRAY SUPERVISION. FOAM INSULATION (HOT ROOF) U 1 �I� L RAFTERS AS NOTED T.O.2ND FLR, _ _ 1 T.O. 2ND FLR PLATE �- - - - - - - - - - - _ - - - - - - TYPICAL EXTERIOR PLATE - - BRED ARC ` AN k f o F- WALL CONSTRUCTION: o ' ���` L J BOARD&BATTEN SIDING O = , COLOR BY OWNER ❑ W t :, p W TYVEK HOUSE WRAP OR EQUAL z = g O AO = 2' PLYWOOD SHEATHING Ov w n. — o R-19 BATT INSUL. (PICTURE FRAME AIR g o� co ~ 2x6 STODSEET @ 16� OWER DOOR REQMT) a T�C`OF N���(� T.O.2ND FLR J]111_l IJ 11�1 (I I 2'GYPSUM WALL BOARD T.O.2ND FLR SUB-FLOOR III iIII ICI I II I I II II I I II �I I SUB-FLOOR T.O. 1 ST FLR: T.O. 1 ST FLR PLATE — - - - - - - - - - - - - - - - - - - - - - - - - - PLATE - - O � OS2 u- W � W � _ LTJ �W o � � KAZEL AR HITHTURE n p a 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com T.O. 1 ST FLR. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.O. 1 ST FLR. — Proposed Home for: DJ Custom Homes 265 Arshamomaque Avenue Southold, New York 11971 LEFT SIDE ELEVATION Town of Southold SCALE: 1/4"=1'-0" County of Suffolk SCTM #: 1000-56-2-14 EMA: X Elevations Date: April 16, 2024 Scale: As noted A7 Project No. I i NOTES: 5/4x 8 RAKE BOARDS WITH 1x 3 TRIM OVER 5/4x 4 FRIEZE BOARDS TYPICAL ROOF CONSTRUCTION: A BLIND FLASHING AT ROOF AND WALL 35 YEAR ARCHITECTURAL ASPHALT SHINGLES (COLOR: DETERMINED BY OWNER) INTERSECTIONS SYMBOL LEG EN D 1!5#ROOF FELT&ICE AND WEATHER SHIELD - 1)/2"PLYWOOD SHEATHING R:-38 OPEN CELL SPRAY III-III=III=I EARTH I.I I I-1 I I-1 I I FiOAM INSULATION (HOT ROOF) -RAFTERS AS NOTED POURED CONCRETE OR 8" CMU BLOCK �-T.O.2ND FLR 1LILI_Ll_I1 _ _ _ _ T.O.2ND FLR � I:'LATE- TYPICAL METAL ROOF EXISTING STUD WALL o CONSTRUCTION: E I o f TO REMAIN STANDING SEAM METAL ROOFING o w (COLOR: DETERMINED BY OWNER) J = EXISTING STUD WALL Z = 1!5#ROOF FELT&ICE AND WEATHER SHIELD I Z = TO BE REMOVED 1d2"PLYWOOD SHEATHING W NEW 2x40R 2x6 cf) g RAFTERS AS NOTEDLLLLUI OO I vWi a STUD WALL @ 16" O.C. a. I I I I LI I I I I I I I �I LI ao JOISTS T.O.2ND FLR T.O.2ND FLR @ JOISTS ABOVE SUB-FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SUB-FLOOR YA5\t, SECTION / DETAIL T.O. 1 ST FLR 111 11 _ T.O. 1ST FLR A5 Y IPLATE - - - - - - - - - - - - - - - - PLATE TYPICAL EXTERIOR s-1 BUILDING SECTION VNALL CONSTRUCTION: A5 Ix BiOARD&BATTEN SIDING WINDOW COLOR BY OWNER TYVEK HOUSE WRAP OR EQUAL O O � PLYWOOD SHEATHING F- ui - — w W RI-19 BATT INSUL. (PICTURE FRAME AIR Of W - - - - - g STEAL TO MEET BLOWER DOOR REQM'T) AO AO AO = AO g — — — — — ELEMENTS ABOVE a 2;x 6 STUDS @ 16"O.C. _ z GYPSUM WALL BOARD GIRDER / HEADER ABOVE T.O. 1ST FLR. T.O. 1 ST FLR. - - - - - - - - - - - - - - IF - - - - - - - - - - ® POST DOWN INTERCONNECTED COMBINATION r X%�SD SMOKE AND CARBONMONOXIDE -''CO DETECTORS AS PER R314 OF THE IRCONYS AND 915 OF THE IFCONYS RIGHT SIDE ELEVATION SCALE: 1/4"=1'-0" CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. 1 II Il It II L I II L I II II II II U it TYPICAL ROOF CONSTRUCTIO / lJ1J LLLTa ll_11T111. t IL1LW��� \ THE CONTRACTOR IS SOLEY RESPONSIBLE FOR llW_I 1L1111.11J1W1-J11111�LIL�1� � 35 YEAR ARCHITECTURAL ASPHALT SHIN LES "METHODS&MEANS"OF CONSTRUCTION. THE l 11 11 L1Ul �l 1 (COLOR: DETERMINED BY OWNER)15#ROOF FELT&ICE AND WEATHER SHI D ARCHITECT IS NOT RESPONSIBLE FOR FIELD Ll l 1/2"PLYWOOD SHEATHING SUPERVISION. R-38 OPEN CELL SPRAY I FOAM INSULATION (HOT ROOF) I I RAFTERS AS NOTED T.O.2ND FLLR I 1 11L1 T.O.2ND FL_R - PLATE - - - - - - - - - - - - - - - - - - - - - - - - - - PLATE a LLJ Z 1: 0 LLJ_ = W LL, =r►- 0 UU 0 Ll iLJiLL=-- 11 11 0o a F Aso d 50o I ( 50 ` �29743-� T.O.2ND FL.R / 1 11�Lll -tuli I U Lll III I I I I II I I I I II I LLI 1L1U L1LI1111)1 \ T.O.2ND FLR l QF NE� SUB FLOOR II I II I I I I I I I I II III 1 „,1L11 II I II II I SUB-FLOOR I H HI--++-F+I+- J�Lt�itlt T.O. 1 ST FUR - - - - - - - - - - - - - u 1LA - - - - - - - - - PLATE T FLR —PLATE TYPICAL EXTERIOR at WALL CONSTRUCTION: 0� = BOARD&BATTEN SIDING _ 0 c7 I COLOR BY OWNER I -uJ0 C7 = F: TYVEK HOUSE WRAP OR EQUAL _ a 0 o I o Z'PLYWOOD SHEATHING o KAZEL AUHITWTURE - g m � = R 19 BATT INSUL. (PICTURE FRAME AIR m � _ g _r a Q o SEAL TO MEET BLOWER DOOR REQM'T) ¢ 0 a Q3 go r. 2x 6 STUDS @ 16"O.C. go °' 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 GYPSUM WALL BOARD z Q Phone: 631-874-2925 Fax: 631-874-7377 �. T.O. 1 ST FLR. - - - - - _ - _ - - _ _ =4[�4 - -IH— 4 - - - _ _ _ - _ - _ _ T.O. 1ST FLR. keri@kazelarchitects.com i�-- Proposed Home for: 21 DJ Custom Homes REAR ELEVATION 265 Arshamomaque Avenue Southold, New York 11971 SCALE: 1/4"=1'-0" Town of Southold 18'-6"SETBACK 16'-6"SETBACK County of Suffolk SCTM 4: 1000-56-2-14 FEMA: X Elevations Date: April 16, 2024 Scale: As noted A 8 Project No. BRACED WALL LINE"D": 40'-0"' TABLE R602.10.3 (1) NOTES: REQUIRED CS-WSP: 17'-0"' TABLE R602.10.3 (1) CS-WSP PROVIDED: 18'-0"' MINIMUM LENGTH OF BRACED TABLE WALL PANELS FOR CS-WSP: 32" R602.10.3(1) TABLE R602.10.5 PROVIDED MIN. LENGTH OF BRACED EXPOSURE B WALL PANEL FOR CS-WSP: 34" 2 STORY MINIMUM$"EXTERIOR SHEATHING AS PER TABLE R602.3 (3)SPECIFIED MIN. SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 IFIELD AS PER TABLE R602.3(3) ITEM#30 ------ ------ - ---- --- EllSYMBOL LEG E N D I I I I L4U-O-_B CED AL LINE"D" — — ; .- 111 fi rT,I I I=1 EARTH 4,- -I I I—I I I—I I I W.P. 7'-0" B.W P. s'-ol" B. P. ; O.W. . 6'-0' B POURED CONCRETE OR 8" CMU BLOCK EXISTING STUD WALL TO REMAIN I I EXISTING STUD WALL N.I ------- TO BE REMOVED I I NEW 2x 4 OR 2x 6 Y STUD WALL @ 16" O.C. I I Jolsrs JOISTS ABOVE I I J I I I I 5 A SECTION / DETAIL A5 ----------------------� I d oo AS BUILDING SECTION Wzo I I ' WINDOW m I I I =IN I I N N , I I I — — — — — ELEMENTS ABOVE I I j j _ I I I I I I O — GIRDER / HEADER ABOVE I I I I I -----------------J L------------------------- ---------------I I -------------------------------------------- a o POST DOWN BRACED WALL LINE"E": 43'-4" TABLE R602.10.3(1) iu I i INTERCONNECTED COMBINATION REQUIRED CS-WSP: 18'-4" TABLE R602.10.3(1) w i 00 �X%N SD SMOKE AND CARBONMONOXIDE CS-WSP PROVIDED: 40'-4" z I 104 CO DETECTORS AS PER R314 OF THE Jr------------------ --I-- ____________________ I io IRCONYS AND 915 OF THE IFCONYS MINIMUM LENGTH OF BRACED TABLE J¢ WALL PANELS FOR CS-WSP: 32" R602.10.3(1) TABLE R602.10.5 - PROVIDED MIN. LENGTH OF BRACED EXPOSURE B W M i -_I-- CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR WALL PANEL FOR CS-WSP: 2411" 2 STORY U i MAINTAINING JOB SITE SAFETY DURING THIS PHASE o OF WORK&SHALL COMPLY WITH ALL APPLICABLE MINIMUM 2'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 "r, BUT NOT LIMITED TO BUILDING CODES, OSHA v r- BRACED WALL LINE"C": 59'-0" TABLE R602.10.3(1) REGULATIONS. LIFE SAFETY CODES, &HAZARDOUSMATERIAL REMOVAL&DISPOSAL. REQUIRED CS-WSP: 2' TABLE R602.10.3(1) 9 FT ADJ. FACTOR: 6-112'x 0.95=5'-10" TABLE R602.10.3(2)ITEM#3 THE CONTRACTOR SHALL INDEMNIFY&HOLD _________ GWB.ADJ. FACTOR: 5'-10"x 0.7=4'-1" TABLE R602.10.3(2) ITEM#7 HARMLESS THE OWNER,THE ARCHITECT,AND U CS-WSP REQUIRED: 4'-1" THEIR AGENTS&EMPLOYEES FROM AND AGAINST a: z CS-WSP PROVIDED: 37'-2" ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE z m -j MINIMUM LENGTH OF BRACED 13 ITEMS LISTED ABOVE. < WALL PANELS FOR CS-WSP: 32" TABLE TABLE R602.10.5 0 p PROVIDED MIN. LENGTH OF BRACED R602.10.3(1) THE CONTRACTOR SHALL VERIFY ALL FIELD Q W WALL PANEL FOR CS-WSP: 75-21" EXPOSURE B CONDITIONS AND NOTIFY THE ARCHITECT OF ANY L) 2 STORY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE W O m MINIMUM 2"EXTERIOR SHEATHING AS PER TABLE R602.3(3) SPECIFIED 2'MIN. SHEATHING RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. o MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 o, THE ARCHITECT SHALL BEHELD HARMLESS BY ANY °D "' AGENCY FOR ANY"ERRORS&OMISSIONS"ON IN INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR THESE DOCUMENTS. ------ BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS IN o SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "v PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD O SUPERVISION. EJO o � BRACED WALL LINE"F": 10'4" TABLE R602.10.3(1) o m REQUIRED CS-PF: 5'-32' TABLE R602.10.3(1) �(�FtED ARC 1 9 FT ADJ. FACTOR: V-32'x 0.95=5'-Oz" TABLE R602.10.3(2) ITEM#3 AN GWB.ADJ. FACTOR: 5'-02-""x 0.7=T-62" TABLE R602.10.3(2) ITEM#7 NLL m �� CS-PF REQUIRED: T-62'" CS-PF PROVIDED: 4'-8" a W I , C.�r��r / MINIMUM LENGTH OF BRACED o , �- WALL PANELS FOR CS-PF: 18" TABLE TABLE R602.10.5 o i T 0 9743-\ O� PROVIDED MIN. LENGTH OF BRACED R602.10.3(1) p I i �C`dF WALL PANEL FOR CS-PF: 28" EXPOSURE B U ----------------- i NEB 2 STORY I SEE FIGURE R602.10.6.4 FOR CONTINUOUSLY m I I SHEATHED PORTAL FRAME PANEL CONSTRUCTION o i d INSTALL CS-PF WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR N i ao BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS m I _ SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM -- -- I o PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. I I KAZEL AR�HITMTURE I I I I I 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 I ' Phone: 631-874-2925 Fax: 631-874-7377 - PROPOSED FIRST FLOOR BRACING CALCULATIONS j______ ______ keri@kazelarchitects.com SCALE: 1/4"=1'-0" _ ---------i--------- Proposed Home for: NOTES: ------ ------ -- ------ ----- -- DJ Custom Homes BRACING REQUIREMENTS ARE BASED ON 265 Arshamoma ue Avenue TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. 2 1a� Southold, New York 11971 Bw P. 6'-0" B.W.'i.P. 6'-22' 2''2"ol 8'-6" 2''2" Town of Southold 17'-5"BRACED WALLL LINE"A" 12'-7"BRACED WALL LINE"B" County of Suffolk SCTM #: 1000-56-2-14 FEMA: X BRACED WALL LINE"A": 17'-5" TABLE R602.10.3(1) BRACED WALL LINE"B": 12'-7" TABLE R602.10.3(1) 1" REQUIRED CS-PF: T-2" TABLE R602.10.3(1) First Floor Bracing REQUIRED CS-PF: 4-42 TABLE R602.10.3(1) CS-PF PROVIDED: 5'-22' CS-PF PROVIDED: 4'-1" MINIMUM LENGTH OF BRACED MINIMUM LENGTH OF BRACED Calculations WALL PANELS FOR CS-PF: 16" ift TABLE R602.10.5 WALL PANELS FOR CS-PF: 16" g TABLE R602.10.5 PROVIDED MIN. LENGTH OF BRACED PROVIDED MIN. LENGTH OF BRACED WALL PANEL FOR CS-PF: 28" WALL PANEL FOR CS-PF: 241' Date: April 16, 2024 SEE FIGURE R602.10.6.4 FOR CONTINUOUSLY SEE FIGURE R602.10.6.4 FOR CONTINUOUSLY Scale: As noted SHEATHED PORTAL FRAME PANEL CONSTRUCTION SHEATHED PORTAL FRAME PANEL CONSTRUCTION IA9 Project No. NOTES: 40'-0"BRACED VNALL LINE"1" BRACED WALL LINE"1": 40'-0" TABLE R602.10.3(1) '-7�� 1 1 1 1 REQUIRED CS-WSP: 9'-0" 4 TABLE R602.10.3(1) 5'-72 T-62" T-32" T-32' 8 FT ADJ. FACTOR: 9'-0"x 0.9=8'-12' TABLE R602.10.3(2) ITEM#3 B.W.P. 11 5-4' B.W.P. 8'4" B.W.P. B.W.P. 6-0" B.W.P. -40 GWB.ADJ. FACTOR: 8'-12'x 0.7=5'-82" TABLE R602.10.3(2) ITEM#7 CS-WSP REQUIRED: 5'-82' CS-WSP PROVIDED: 20'-4" u u n n MINIMUM LENGTH OF BRACED L=J LL=J WALL PANELS FOR CS-WSP: 35" TABLE TABLE R602.10.5 PROVIDED MIN. LENGTH OF BRACED R602.10.3(1) WALL PANEL FOR CS-WSP: 392-1" EXPOSURE B 2 STORY MINIMUM a"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2"MIN. SHEATHING SYMBOL L EG E N D MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3 (3) ITEM#30 = INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR -IIIIII=III=I EARTH BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS �=III=III—III_ SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM _ ------------- i � '`���""'�� POURED CONCRETE PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. i s`' OR 8„ CMU BLOCK --D EXISTING STUD WALL TO REMAIN EXISTING STUD WALL ------- TO BE REMOVED 1--� NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. N JOISTS JOISTS ABOVE � m@ rz=. I I z I I AS SECTION / DETAIL a I I As BUILDING SECTION o I WINDOW °0 BRACED WALL LINE"J": 27'-62' TABLE R602.10.3(1) `uir I I "' - - - - - ELEMENTS ABOVE REQUIRED CS-WSP: 6'-6" TABLE R602.10.3(1) o 8 FT ADJ. FACTOR: 6'-6"x 0.9=5'-102" TABLE R602.10.3(2) ITEM#3 — — — — GWB.ADJ. FACTOR: 5'-102'x 0.7=4'-12" TABLE R602.10.3(2) ITEM#7 = - a BRACED WALL LINE"H": 43'-6" TABLE R602.10.3(1) GIRDER / HEADER ABOVE �� ? "; REQUIRED CS-WSP: 9'-82" TABLE R602.10.3(1) CS-WSP REQUIRED: 4-- W °' 8 FT ADJ. FACTOR: 9 8- x 0.9=8 9 TABLE R602.10.3 2 ITEM#3 CS-WSP PROVIDED: 21'-62" m z" ( ) J = GWB.ADJ. FACTOR: 8'-9"x 0.7=6'-12' TABLE R602.10.3(2) ITEM#7 ® POST DOWN MINIMUM LENGTH OF BRACED Q w CS-WSP REQUIRED: 6'-12' WALL PANELS FOR CS-WSP: 35" TABLE TABLE R602.10.5 o z CS-WSP PROVIDED: 30'-10" INTERCONNECTED COMBINATION PROVIDED MIN. LENGTH OF BRACED R602.10.3(1) W im 0 r<X SD SMOKE AND CARBONMONOXIDE WALL PANEL FOR CS-WSP: 1294" EXPOSURE B U p Q MINIMUM LENGTH OF BRACED NI-''CO DETECTORS AS PER R314 OF THE 2 STORY WALL PANELS FOR CS-WSP: 35" TABLE TABLE R602.10.5 IRCONYS AND 915 OF THE IFCONYS MINIMUM$"EXTERIOR SHEATHING AS PER TABLE R602.3 (3)SPECIFIED 2"MIN. SHEATHING m io PROVIDED MIN. LENGTH OF BRACED R602.10.3(1) MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3 3 ITEM#30 �`° p �j WALL PANEL FOR CS-WSP: 39 EXPOSURE B O N O p M 2 STORY CONTMAINTAINING)JOB SITE SAFESHALL BE TEY Y DURING THIS PHASE INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR _ _ _ _ I� E FOR 0° MINIMUM$"EXTERIOR SHEATHING AS PER TABLE R602.3(3) SPECIFIED 2'MIN. SHEATHING OF WORK&SHALL COMPLY WITH ALL APPLICABLE BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS -' F �° MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3 (3)ITEM#30 SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM z I I p FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BUT NOT LIMITED TO BUILDING CODES, OSHA PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. n¢. I I - a REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS p M BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS J I I MATERIAL REMOVAL&DISPOSAL. SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. THE CONTRACTOR SHALL INDEMNIFY&HOLD w I I p HARMLESS THE OWNER,THE ARCHITECT,AND p _ THEIR AGENTS&EMPLOYEES FROM AND AGAINST m I I M ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE 0 ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY ------- CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE a i F— — — — 7 RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. i m i I I THE ARCHITECT SHALL BE HELD HARMLESS BY ANY �iN i I I AGENCY FOR ANY"ERRORS&OMISSIONS"ON ��� I I - a- THESE DOCUMENTS. BRACED WALL LINE K': 18-52 TABLE R602.10.3(1) i r, REQUIRED CS-WSP: 4'42' TABLE R602.10.3(1) 0° THE CONTRACTOR IS SOLEY RESPONSIBLE FOR CS-WSP PROVIDED: 13'-12' i i i "METHODS&MEANS"OF CONSTRUCTION. THE i MINIMUM LENGTH OF BRACED TABLE w I I ARCHITECT IS NOT RESPONSIBLE FOR FIELD WALL PANELS FOR CS-WSP: 35" R602.10.3 (1) TABLE R602.10.5 W SUPERVISION. PROVIDED MIN. LENGTH OF BRACED EXPOSURE B J L----------------------- 2STORY I I WALL PANEL FOR CS-WSP: 552" I I MINIMUM e"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING w MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 v D A f� INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR i \5 ` AN BASE IN D ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS 19 SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM Bo PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. a 00 T� 0,"9743A QF NIE� 2'��� 2-��- 1-101" 2' i 1'-81„ 2 ., PROPOSED SECOND FLOOR BRACING CALCULATIONS B.W.P. 6'_ B.W.P. B.W.P. 3'_p�� B. P.; 10�_5�� g Wp; KAZEL30'+'-0"BRACED WALL LINE"G"i i AR HITMTURE. SCALE: 1/4"=1'-0" NOTES: 2 Windemere Court P.O. Box 169 Speonk NY 11972 BRACING REQUIREMENTS ARE BASED ON ' ___J Phone: 631-874-2925 Fax: 631-874-7377 TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. L-� L__J �____�______________________n_ keri@kazelarchitects.com n ii IL---------- ---------- 'i Proposed Home for: BRACED WALL LINE"G": 30'4" TABLE R602.10.3 (1) DJ Custom Homes REQUIRED CS-PF: 7'-0" TABLE R602.10.3 (1) 8 FT ADJ. FACTOR: 7'-0"x 0.9=64" TABLE R602.10.3 (2)ITEM#3 265 Arshamomaque Avenue GWB.ADJ. FACTOR: 6'-4"x 0.7=4'-52" TABLE R602.10.3(2) ITEM#7 Southold, New York 11971 CS-PF REQUIRED: 4'-52" Town of Southold CS-PF PROVIDED: 10'-7° County of Suffolk MINIMUM LENGTH OF BRACED 17 WALL PANELS FOR CS-PF: 18" TABLE TABLE R602.10.5 SCTM #: 1000-56-2-14 FEMA: x PROVIDED MIN. LENGTH OF IBRACED R602.10.3(1) WALL PANEL FOR CS-PF: 202" EXPOSURE B 2 STORY Second Floor Bracing SEE FIGURE R602.10.6.4 FOR CONTINUOUSLY SHEATHED PORTAL FRAME(PANEL CONSTRUCTION Calculations INSTALL CS-PF WITH GB AS IPER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED ON TABLE R602.10.3(�2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM Date: April 16, 2024 PLATES AND ALL HORIZONTlAL JOINTS MUST BE BLOCKED. I A10 Scale: As noted Project No. i EXTENT OF HEADER WITH 17'-5"BRACED WALL LINE"A" 12'-7"BRACED WALL LINE"B" DOUBLE PORTAL FRAMES ol 59'-0"BRACED WALL LINE"C" (TWO BRACED WALL PANELS) 6'-6�"B.W.P. 6'-3�"B.W.P.4'-6" 7-0 B.W.P. 3-0 7-3 B.W.P. 4'-0" 10-1 B.W.P. 3-0' 2 X-0 2 4-4" 2' 10P. 2'-18'FINISHED WIDTH OF OPENING 01 B.W.P. 6'-0" B.W.P. 6-�2 2 02� 8'-6" 2 02 F R SINGLE OR DOUBLE PORTAL SIMPSON CMSTCI6 25"LENGTH COIL STRAPS(4,585#) (MIN. 3,125#AS PER TABLE R602.10.6.4)ON GARAGE SIDE F7FASTEN KING STUD TO HEADER WITH 6-16d SINKERS MIN. 3x 12 NET HEADER U' ? FASTEN SHEATHING TO HEADER WITH 8d w COMMON OR GALVANIZED BOX NAILS IN 3" = GRID PATTERN AS SHOWN. J F- 'S TYPICAL PORTAL �6"MIN. O.S.B.WOOD STRUCTURAL Q - = FRAME CONST. PANEL SHEATHING. o PANEL SPLICE EDGES SHALL OCCUR O b MIN. MIN, OVER AND BE NAILED TO COMMON _ BLOCKING WITHIN THE MIDDLE 24"OF a THE PORTAL-LEG HEIGHT ONE ROW b MINIMUM LENGTH OF PANEL 18"AS OF 3"O.C. NAILING IS REQUIRED IN PER TABLE R602.10.5 EACH PANEL EDGE. SEE FIGURE R602.10.6.4— SEE FIGURE R602.10.6.4 MINIMUM DOUBLE 2x 4 FRAMING COVERED WITH MIN.""THICK s, FOR CONTINUOUSLY FOR CONTINUOUSLY ' �a MINIMUM a EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED Z'MIN. SHEATHING O.S.B. STRUCTURAL PANEL SHEATHED PORTAL SHEATHED PORTAL NAIL SOLE PLATE TO SHEATHING WITH 8d COMMON OR MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 FRAME PANEL CONSTRUCTION FRAME PANEL CONSTRUCTION JOIST PER TABLE R602.3(1) GALVANIZED BOX NAILS AT 3"O.C. INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR OVER RAISED WOOD FLOOR IN ALL FRAMING(STUDS, BLOCKING, BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS OVERLAP OPTION SHALL BE FASTENED AT 4 O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM BRACED WALL LINE "A" BRACED WALL LINE "B" ATTACH SHEATHING TO BAND OR PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. „ SCALE: 1/4 —1 -0 SCALE: 1/4"=1'41 RIM JOIST WITH 8D COMMON NAILS FIGURE R602.10.6.4 AT 3"O.C.TOP&BOTTOM BRACED WALL LINE "C" METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL SCALE: 1/4"=1'-0" FRAME PANEL CONSTRUCTION EXTENT OF HEADER WITH 43'-4"BRACED WALL LINE"'E" 10'-8"BRACED WALL LINE"F" 40'-0"BRACED WALL LINE"D" DOUBLE PORTAL FRAMES 20'-1 1"BRACED WALL PANEL 20'-2�"BRACED WALL PANEL 2'-4" 2'-4" (TWO BRACED WALL PANELS) T-31 2'-10" T-83" 4'_51„ 3,_9„ 01 2 3-0' 2 B.W.P. 6-0 B.W.P. 2'-18'FINISHED WIDTH OF OPENING 9'-0" F R SINGLE OR DOUBLE PORTAL SIMPSON CMSTC16 25"LENGTH COIL B.W.P. V-0" B.W.P. B.W.'.P. Ire B.W.P. T-0" B.W.P. 10, STRAPS(4,585#) (MIN. 3,125#AS PER TABLE R602.10.6.4)ON GARAGE SIDE FASTEN KING STUD TO HEADER WITH 6- 16d SINKERS ~ MIN. 3x 12 NET HEADER = FASTEN SHEATHING TO HEADER WITH 8d C9 w COMMON OR GALVANIZED BOX NAILS IN 3" = GRID)PATTERN AS SHOWN. J _ TYPICAL PORTAL �s"MIN. O.S.B.WOOD STRUCTURAL Q W FRAME CONST. PANEL SHEATHING. M PANEL SPLICE EDGES SHALL OCCUR O c MIN' MIN, OVER AND BE NAILED TO COMMON BLOCKING WITHIN THE MIDDLE 24"OF o MINIMUM LENGTH THE(PORTAL-LEG HEIGHT ONE ROW v OF PANEL 18"AS OF 3"'O.C. NAILING IS REQUIRED IN `�XPER TABLE R602.10.5 EACH PANEL EDGE._XX I I X X _1� I I MINIMUM$"EXTERIOR SHEATHING AS PER MINIMUM 2"EXTERIOR SHEATHINIG AS PER SEE FIGURE R602.10.6.4 MINIIMUM DOUBLE 2x 4 FRAMING ABLE R602.3 3 SPECIFIED-"MIN. SHEATHING ABLE R602.3(3)SPECIFIED 2'MINI. SHEATHING FOR CONTINUOUSLY COVEERED WITH MIN.is"THICK ( ) z SHEATHED PORTAL NAIL SOLE PLATE TO O.S.B. STRUCTURAL PANEL MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FRAME PANEL CONSTRUCTION JOIST PER TABLE R602.3(1) SHEATHING WITH 8d COMMON OR FIELD AS PER TABLE R602.3(3)ITEM#30 FIELD AS PER TABLE R602.3(3)I1rEM#30 GALVANIZED BOX NAILS AT 3"O.C. OVER RAISED WOOD FLOOR IN ALL FRAMING (STUDS, BLOCKING, BRACED WALL LINE "D" EXTENT OF HEADER WITH BRACED WALL LINE "E" BRACED WALL LINE "F„ OVERLAP OPTION AND SILLS)TYPICAL. DOUBLE PORTAL FRAMES ATTACH SHEATHING TO BAND OR SCALE: 1/4"=1'-0" (TWO BRACED WALL PANELS) SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" RIM.JOIST WITH 8D COMMON NAILS AT 3"'O.C.TOP&BOTTOM 2'-18'FINISHED WIDTH OF OPENING FIGURE R602. 10.6.4 F R SINGLE OR DOUBLE PORTAL SIMPSON CMSTCI6 25"LENGTH COIL STRAPS(4,585#) (MIN. 3,125#AS PER METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL 30'-0"BRACED WALL LINE"G„ TABLE R602.10.6.4)ON GARAGE SIDE FRAME PANEL CONSTRUCTION FASTEN KING STUD TO HEADER 43'-6"BRACED WALL LINE"H" 2'-4" 2'-4" 1'-102" 2'4" 1'-82' WITH 6- 16d SINKERS 72 B.W.P. 6'-0" B.W.P. B.W.P. T-O" B.W.P. 10'-5" B.W.P. _ F MIN. 3x 12 NET HEADER 12'-3" 3'-3" 3'-3" 12'-1" '01 '01c9 FASTEN SHEATHING TO HEADER WITH 8d B.W.P. Y-0" B.W.P. 6'-8" B.W.P. T-0" B.W.P. w # COMMON OR GALVANIZED BOX NAILS IN 3" = GRID PATTERN AS SHOWN. J C=7 X H-fl HIBI LTYPICAL PORTAL ia��MIN. O.S.B.WOOD STRUCTURAL J¢ - = FRAME CONST. PANEL SHEATHING. °' 0 o PANEL SPLICE EDGES SHALL OCCUR oo 1'-6" 1'-6" OVER AND BE NAILED TO COMMON MIN. X A MIN. BLOCKING WITHIN THE MIDDLE 24"OF o MINIMUM LENGTH THE PORTAL-LEG HEIGHT ONE ROW o = OF PANEL 18"AS OF 3"O.C. NAILING IS REQUIRED IN 04 EACH PANEL EDGE. PER TABLE R602.10.5 RED Af?C,y/ 1 MINIMUM DOUBLE 2x 4 FRAMING \ ��� p NEl k z TF / COVERED WITH MIN.:6"THICK r O.S.B. STRUCTURAL PANEL NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) SHEATHING WITH 8d COMMON OR GALVANIZED BOX NAILS AT 3"O.C. SEE FIGURE R602.10.6.4 OVER RAISED WOOD FLOOR IN ALL FRAMING (STUDS, BLOCKING, MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN.SHEATHING FORSHEATHED PORTAL CONTINUOUSLY OVERLAP OPTION AND SILLS)TYPICAL. MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 T 0 974-0 O� FRAME PANEL CONSTRUCTION ATTACH SHEATHING TO BAND OR INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR OF N��y RIM JOIST WITH 8D COMMON NAILS BRACED WALL LINE "H�� BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS FIGURE R602.10.6.4 AT 3"O.C.TOP&BOTTOM SCALE: 1/4"=1'-0" SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM BRACED WALL LINE 11 G11 PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL SCALE: 114"=1'-0" FRAME PANEL CONSTRUCTION ,,,, 27'-61"BRACED WALL LINE"J" 18'-51"BRACED WALL LINE"K" KAZEL AUHITETURE 40-0 BRACED WALL LINE I 2 2 11 T-32' X-31 T-62" V-72' 4'-7" 1 1 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 B.W.P. 6'-0" B.W.P. B.WV.P. 8'-4" B.W.P. V-4" B.W.P. 10'-94"BRACED WALL PANEL 6,_0„ 10'-94" BRACED WALL PANEL 4'-712" B.W.P01 . 64" 8'-6"B.W.P. Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Proposed Home for: DJ Custom Homes 265 Arshamomaque Avenue _ Southold, New York 11971 Town of Southold Lj County of Suffolk SCTM #: 1000-56-2-14 FEMA: X MINIMUM 3" EXTERIOR SHEATHING AS PER TABLE R602.3 3 SPECIFIED I"MIN.SHEATHING MINIMUM 3"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING MINIMUM e"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED'"MIN. SHEATHING First & Second Floor a ( ) z a MIN. 8cd NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 Bracing Diagrams INSTALL CS-WSP WITH B AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BRACED WALL LINE "I" BASED ON TABLE R602.G0.3(2) ITEM#7AD ADJUSTMENT OR GYPSUM BOARD ALL WALLS BASED ON TABLE R602.B AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR INSTALL CS-WSP WITH 10.3(2) TABLEB AS PER 0.3(2) ITEM#7 O ADJUSTMENT R GYPSUM BOARD ALL WALLS BASED ON TAB E R 02.1�0.3(2)ITEM#7ADJUSTMENT OR GYPSUM BOARD ALL WALLS SCALE: 1/4"=1'-O" SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM Date: April 16, 2024 PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. BRACED WALL LINE "J" BRACED WALL LINE "K" Scale: As noted All SCALE: 1/4 '"- '-0 SCALE: 1/4 -0" Project No. I NOTES: FASTENING SCHEDULE-TABLE R602.3(1)-ABBR. TABLE R802.1 1-ABBREVIATED TABLE R802.5.2 RAFTER / CEILING NUMBER AND TYPE RAFTER OR TRUSS UPLIFT CONNECTION FORCES JOIST WALL BRACING: BUILDINGS SHALL BE BRACED IN ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERS a,b,c SPACING AND LOCATION FROM WIND(POUNDS PER CONNECTION)a,b,c,d,e,f,g,h CEILING JOISTS HEEL JOINT CONNECTIONS a,b,c,d,e,f,h ACCORDANCE WITH IRC SECTION R602.10, OR WHEN APPLICABLE, SECTION R602.12. OR SECTION R602.10.4.2 ROOF FRAMING EXPOSURE C RAFTERS RAFTER RAFTER GROUND SNOW LOAD:20 PSF CONTINUOUS SHEATHING METHODS. SEE BRACED WALL 1 BLOCKING BETWEEN CEILING JOISTS 4-8d BOX(2-1/2") OR EACH RAFTER,TOE NAIL (MPH)Vult ULTIMTE DESIGN WIND SPEED SLOPE SPACING CALCULATIONS AND DIAGRAMS ATTACHED TO THIS SET OF OR RAFTERS TO TOP PLATE 3-8d COMMON 140 12'-O"TO 28'-0"ROOF SPAN DOUBLE TOP ROOF SPAN DRAWINGS. RAFTER ROOF (MPH) PLATE 12FT 1 20FT I 28FT I 36FT 2 CEILING JOISTS TO TOP PLATE 4-8d BOX(2-1/2")OR EACH JOIST,TOE NAIL OR TRUSS SPAN ROOF PITCH NUMBER OF COMMON NAILS A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO 3-8d COMMON SPACING (FEET) <5:12 z5:12 3:12 16"O.C. 5 8 10 13 TRANSMIT THE APPLICABLE UPLIFT FORCES IN 4:12 16"O.C. 4 6 8 10 SECTION R802.11.1 FROM THE ROOF ASSEMBLY TO THE 12 263 247 5:12 16"O.C. 3 5 6 8 3 CEILING JOISTS NOT ATTACHED TO 4-1 Od BOX(3")OR FACE NAIL 18 342 322 7:12 16"O.C. 3 4 5 6 FOUNDATION. PARALLEL RAFTER, LAPS OVER PARTITION 3-16d COMMON (32') 24 422 396 9:12 16"O.C. 3 4 4 5 (SEE SECTION R802.5.2 AND TABLE R802.52) 4-3"x 0.131"NAILS 16"O.C. 28 476 446 ' 24"MAX. 24"MAX. 12:12 16"O.C. 3 3 4 4 R802.11.1 UPLIFT RESISTANCE. SYMBOL LEGEND 32 529 496 4 CEILING JOISTS ATTACHED TO TABLE R802.5.1(9) FACE NAIL 36 583 547 O.H. O.H. a.40d box nails shall be permitted to be substituted for 16d common ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN PARALLEL RAFTER-HEEL JOINT 42 664 622 WALL STUD nails. ACCORDANCE WITH SECTIONS R802.11.1.1 AND R802.11.1.2. _ (SEE SECTION R802.5.2 AND TABLE R802.52) 48 745 697 WHERE THE UPLIFT FORCE DOES NOT EXCEED 200 POUNDS III=III-� I=I EARTH USE SIMPSON H21A SEISMIC&HURRICANE b. Nailing requirements shall be permitted to be reduced 25 percent if TIES AT EACH RATTER TO STUD CONNECTION nails are clinched. (90.8 KG), RAFTERS AND TRUSSES SPACED NOT MORE THAN 5 COLLAR TIES OR 11"x 20 GA. RIDGE STRAPS 4-1 Od BOX 3" OR FACE NAIL TO EACH RAFTER a.The uplift connection forces are based on a maximum 33-foot mean 1„ 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED TO BE POURED CONCRETE a ( ) roof height and Wind Exposure Category B or C.For Exposure D,the 18 GAGE-(12)8dx:12 NAILS IN EACH TIE. ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN "`='_'j''s;'''r 3-10d COMMON (3') g p g ry p UPLIFT: DOUG FIR=575, HEM FIR=495 c.Heel joint connections are not required where the ridge is supported by ' OR $" CMU BLOCK uplift connection force shall be selected from the Exposure C portion of ( ) a load-bearing wall,header or ridge beam. ACCORDANCE WITH TABLE R602.3(1). ;<:,;':::. 3-1 Od COMMON 2 TOE NAILS ON ONE SIDE& the table using the next highest tabulated ultimate design wind speed. WHERE THE BASIC WIND SPEED DOES NOT EXCEED 115 MPH, The adjustment coefficients in Table R301.2(3)shall not be used to d.Where intermediate support of the rafter is provided b vertical struts or THE WIND EXPOSURE CATEGORY IS B,THE ROOF PITCH IS EXISTING STUD WALL 6 RAFTERS TO TOP PLATE: OR 4-10d BOX 1 TOE NAIL ON OPPOSITE SIDE multiply the tabulated forces for Exposures C and D or for other mean purlins to a load-bearing wall,the tabulated heel joint connection 5:12 OR GREATER,AND THE ROOF SPAN IS 32 FEET 9754 MM OF EACH RAFTER OR TRUSS roof heights. requirements shall be permitted to be reduced proportionally to the ( ) TO REMAIN 4-16d OR RAFTERS OR LESS, RAFTERS AND TRUSSES SPACED NOT MORE THAN reduction in span. 24 INCHES 610 MM ON CENTER SHALL BE PERMITTED TO BE 7 ROOF RAFTERS TO 3-1 Od COMMON TOE NAIL b.The uplift connection forces include an allowance for roof and ceiling DOUBLE TOP ( ) C _ _ _ EXISTING STUD WALL assembl dead load of 15 sf. e.Equivalent nailing ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN RIDGE,VALLEY OR HIP y p PLATE q • g patterns are required for ceiling joist to ceiling joist ACCORDANCE WITH TABLE R602.3 1 . TO BE REMOVED 3-16d BOX OR lap splices. ( ) END NAIL c.The tabulated uplift connection forces are limited to a maximum roof 2-16d COMMON NEW 2x 4 OR 2x 6 overhang of 24 inches. 28'-0"TO 48'-0"ROOF SPAN f.Where rafter ties are substituted for ceiling joists,the heel joint R802.11.1.1 TRUSS UPLIFT RESISTANCE. WALL FRAMING connection requirement shall be taken as the tabulated heel joint STUD WALL @ 16" O.C. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL d.The tabulated uplift connection forces shall be permitted to be connection requirement for two-thirds of the actual rafter slope. ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING JOISTS 8 STUD TO STUD NOT AT BRACED WALL PANELS 16d COMMON 3-1/2"x0.162" 24"O.C. FACE NAIL multiplied by 0.75 for connections not located within 8 feet of building JOISTS ABOVE ( ( ) comers. .:.j= ', g.Applies to roof live load of 20 psf or less. UPLIFT FORCES AS SPECIFIED ON THE TRUSS DESIGN �" � DRAWINGS FOR THE ULTIMATE DESIGN WIND SPEED AS STUD TO STUD AND ABUTTING STUDS AT 16d BOX(3-1/2"x0.162") 16"O.C. FACE NAIL e.For buildings with hip roofs with 5:12 and greater pitch,the tabulated »y� h.Tabulated heel joint connection requirements assume that ceiling joists DETERMINED BY FIGURE R301.2(4)A AND LISTED IN TABLE 5 9 INTERSECTING WALL CORNERS(AT BRACED uplift connection forces shall be permitted to be multiplied by 0.70.This or rafter ties are located at the bottom of the attic space.Where ceiling R301.2(1) OR AS SHOWN ON THE CONSTRUCTION A5 SECTION / DETAIL WALL PANELS) reduction shall not be combined with any other reduction in tabulated joists or rafter ties are located higher in the attic,heel joint connection 9 1 DOCUMENTS. UPLIFT FORCES SHALL BE PERMITTED TO BE forces. 24"MAX. 24"MAX. requiremer its shall be increased by the following factors: DETERMINED AS SPECIFIED BY TABLE R802.11, IF APPLICABLE, 10 BUILT UP HEADER 16d COMMON (3-1/2"x0.162") 16"O.C. FACE NAIL ALONG EDGES O.H. O.H. HC/HR Heel Joint Connection OR AS DETERMINED BY ACCEPTED ENGINEERING PRACTICE. S-1 BUILDING SECTION f.For wall-to-wall and wall-to-foundation connections,the uplift connection WALL STUD 1/3 lus rrie9 Factor A5 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"x0.113")OR TOE NAIL force shall be permitted to be reduced by 60 plf for each full wall above. 1/4 1.33 4-8d COMMON USE SIMPSON H1(OS SEISMIC&HURRICANE 1/5 1.25 R802.11.1.2 RAFTER UPLIFT RESISTANCE. g.Linear interpolation between tabulated roof spans and wind speeds TIES AT EACH RAIFTER TO STUD CONNECTION 1/6 1.20 INDIVIDUAL RAFTERS SHALL BE ATTACHED TO SUPPORTING WINDOW shall be permitted.12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x0.162") 16"O.C. FACE NAIL 18 GAGE-(24)8dx:11'NAILS IN EACH TIE. 1/10 or less 1.11 WALL ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING h.The tabulated forces for a 12-inch on-center spacing shall be permitted (UPLIFT: DOUG FIR= 1,010, HEM FIR=870) UPLIFT FORCES AS DETERMINED BY TABLE R802.11 OR AS -. 13 DOUBLE TOP PLATE SPLICE 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END JOIST(MIN to be used to determine the uplift load in pounds per linear foot. Where: DETERMINED BY ACCEPTED ENGINEERING PRACTICE. _ _ _ _ _ ELEMENTS ABOVE 12-16d BOX 24"LAP SPLICE LENGTH EA.SIDE OF END JOINT) HC=Height of ceiling joists or rafter ties measured vertically above the CONNECTIONS FOR BEAMS USED IN A ROOF SYSTEM SHALL top of the rafter support walls. BE DESIGNED IN ACCORDANCE WITH ACCEPTED 16"O.C.FACE NAIL HR=Height of roof ridge measured vertically above the top of the rafter ENGINEERING PRACTICE. 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND( 16d COMMON(3-1/2")OR - GIRDER / HEADER ABOVE JOIST OR BLOCKING (AT"BRACED WALL PANNELS) 16d BOX(3-1/2") 12"O.C. FACE NAIL 15 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL ® POST DOWN 2-16d COMMON R403.1.6 FOUNDATION ANCHORAGE. R403.1.6.1 FOUNDATION ANCHORAGE IN R602.10.8 BRACED WALL PANEL CONNECTIONS. CONTINUOUS RIM 16 TOP PLATES, LAPS AT CORNERS 3-16d BOX FACE NAIL WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY SEISMIC DESIGN CATEGORIES C, IDo, D1 AND D2. BRACED WALL PANELS SHALL BE CONNECTED TO FLOOR FRAMING OR OR BAND JOIST FULL HEIGHT BLOCKING CONTINUOUS r�X Sp INTERCONNECTED COMBINATION ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO FOUNDATIONS AS FOLLOWS: CO CO SMOKE AND PER R313 OF IRCO XIDE AND INTERSECTIONS 2-16d COMMON IN ADDITION TO THE REQUIREMENTS OF SECTION R403.1.6, ALONG LENGTH OF BRACED WALL PANEL DETECTORS AS PER R313 OF IRCONY THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD 17 1"BRACE TO EACH STUD AND PLATE 3-16d BOX FACE NAIL LIGHT-FRAME STRUCTURES IN SEISMIC DESIGN CATEGORIES 1.WHERE JOISTS ARE PERPENDICULAR TO A BRACED WALL PANEL PERPENDICULAR FRAMING 2-16d COMMON COLD-FORMED STEEL FRAMING SHALL BE ANCHORED DO, D1 AND D2 AND WOOD LIGHT-FRAME TO\AVNHOUSES IN ABOVE OR BELOW,A RIM JOIST, BAND JOIST OR BLOCKING SHALL DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL SEISMIC DESIGN CATEGORY C. BE PROVIDED ALONG THE ENTIRE LENGTH OF THE BRACED WALL PANEL CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR FLOOR FRAMING PLATES IN ACCORDANCE WITH SECTION R505.3.1 OR R603.3.1 IN ACCORDANCE WITH FIGURE R602.10.8(1). FASTENING 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG MAINTAINING JOB SITE SAFETY DURING THIS PHASE AS APPLICABLE.WOOD SILL PLATES SUPPORTING 1. PLATE WASHERS CONFORMING TO SIECTION R602.11.1 OF TOP AND BOTTOM WALL PLATES TO FRAMING, RIM JOIST, BAND JOIST BRACED WALL PANEL BRACED WALL PANEL OF WORK&SHALL COMPLY WITH ALL APPLICABLE 21 JOIST TO SILL,TOP PLATE OR GIRDER-PER JOTS 4-8d BOX, 3-8d COMMON PER JOIST-TOE NAIL COLD-FRAMED STEEL FRAMING SHALL BE ANCHORED TO THE SHALL BE PROVIDED FOR ALL ANCHOR;BOLTS OVER AND/OR BLOCKING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1). FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FULL LENGTH OF REQUIRED BRACIED WALL LINES BRACED WALL PANEL BRACED WALL PANEL BUT NOT LIMITED TO BUILDING CODES, OSHA 22 RIM JOIST, BAND JOIST OR BLOCKING TO STILL OR 8d COMMON, 10d BOX 6"O.C.TOE NAIL EXCEPT WHERE APPROVED ANCHOR STRAPS ARE 2•WHERE JOISTS ARE PARALLEL TO A BRACED WALL PANEL ABOVE OR REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS TOP PLATE(ROOF APPLICATIONS ALSO) WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON USED. PROPERLY SIZED CUT WASHERS SHALL BE BELOW,A RIM JOIST, END JOIST OR OTHER PARALLEL FRAMING MATERIAL REMOVAL&DISPOSAL. MONOLITHIC SLABS,WOOD SOLE PLATES OF BRACED WALL PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT MEMBER SHALL BE PROVIDED DIRECTLY ABOVE AND BELOW THE 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG THE CONTRACTOR SHALL INDEMNIFY&HOLD 23 BLOCKING TO JOIST 2-1 Od BOX,2-8d COMMON EACH END PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND CONTAINING BRACED WALL PANELS. BRACED WALL PANEL IN ACCORDANCE WITH FIGURE R602.10.8(2). BRACED WALL PANEL BRACED WALL PANEL HARMLESS THE OWNER,THE ARCHITECT,AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY 24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX, 3-16d COMMON TOE NAIL FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER 2. INTERIOR BRACED WALL PLATES SHALL HAVE ABOVE AND BELOW THE PANEL, FULL DEPTH BLOCKING AT 16-INCH (406 THEIR AGENTS&EMPLOYEES FROM AND AGAINST (12.7 MM)ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET MM)SPACING SHALL BE PROVIDED BETWEEN THE PARALLEL FRAMING PERPENDICULAR FRAMING Ik ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 25 2"PLANKS(PLANK AND BEAM FLOOR AND ROOF) 3-16d COMMON,4-10d BOX AT EACH BEARING-FACE NAIL (1829 MM)ON CENTER OR APPROVED ANCHORS OR (1829 MM) ON CENTER AND LOCATED VWITHIN 12 INCHES MEMBERS TO EACH SIDE OF THE BRACED WALL PANEL IN ACCORDANCE ARISING OUT OF OR RESULTING FROM ANY OF THE ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE WITH FIGURE R602.10.8(2). FASTENING OF BLOCKING AND WALL PLATES CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS ITEMS LISTED ABOVE. 26 BAND OR RIM JOIST TO JOIST 4-1 Od BOX, 3'16d COMMON PER JOIST EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER( SUPPORTED MM) SUP MM)PORTED ON A CONTINUOUS FOUNDATION.OF THE ENDS OF EACH PLATE;SECTION WHEN SHALL BE IN ACCORDANCE WITH TABLE R602.3(1)AND FIGURE OR BAND JOIST ALONG LENGTH OF BRACED WALL PANEL THE CONTRACTOR SHALL VERIFY ALL FIELD ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 7 R602.10.8(2). FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION 27 BUILT UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP AND BOTTOM INCHES(178 MM) INTO CONCRETE OR GROUTED CELLS OF 3. INTERIOR BEARING WALL SOLE PLATfES SHALL HAVE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY STAGGERED ON OPPOSITE SIDES CONCRETE MASONRY UNITS.THE BOLTS SHALL BE LOCATED 3. CONNECTIONS OF BRACED WALL PANELS TO CONCRETE OR MASONRY WHEN PERPENDICULAR TO FLOOR / CEILING FRAMING CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE C THE MIDDLE THIRD THE WIDTH OF THE PLATE.A NUT ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET SHALL BE IN ACCORDANCE WITH SECTION R403.1.6. RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. (1829 MM)ON CENTER AND LOCATED VWITHIN 12 INCHES 28 LEDGER STRIP SUPPORTING 4-16d BOX, 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. (305 MM)OF THE ENDS OF EACH PLATE:SECTION WHEN JOISTS OR RAFTERS THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SUPPORTED ON A CONTINUOUS FOUNDATION. CONTINUOUS RIM CONTINUOUS RIM FULL HEIGHT BLOCKING THE ARCHITECT SHALL BE HELD HARMLESS ANY SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 OR BAND JOIST OR BAND JOIST @ 16"O.C.ALONG AGENCY FOR ANY"ERRORS&OMISSIONS"ON 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX EACH END,TOE NAIL INCHES(305 MM)OR LESS THAN SEVEN BOLT DIAMETERS 4.THE MAXIMUM ANCHOR BOLT SPACING SHALL BE 4 BRACED WALL PANEL THESE DOCUMENTS. FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING FEET(1219 MM)FOR BUILDINGS OVER TWO STORIES IN TOE NAIL 3-8d NAILS THE CONTRACTOR IS SOLEY RESPONSIBLE FOR SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT HEIGHT. DESCRIPTION OF NUMBER AND TYPE: SPACING OF FASTENERS ROOF SHEATHING GABLE ARE NOT PART OF A BRACED WALL PANEL SHALL BE 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG AT EACH BLOCKING "METHODS&MEANS"OF CONSTRUCTION. THE BUILDING ELEMENTS OF FASTENERS PANEL EDGES INTERMEDIATE END WALL FRAMING POSITIVELY ANCHORED WITH APPROVED FASTENERS. SILL 5. STEPPED CRIPPLE WALLS SHALL CONFORM TO BRACED WALL PANEL BRACED WALL PANEL MEMBER ARCHITECT IS NOT RESPONSIBLE FOR FIELD PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST SUPERVISION. SUPPORTS SECTION R602.11.2. BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 30 3/8"TO 1/2" 6d COMMON (SUBFLLOOR, 6" 12"F 6" AND AND TERMITES WHERE REQUIRED BY SECTIONS R317 'WALL) AND R318. 6.WHERE CONTINUOUS WOOD FOUNDATIONS IN 3-8d NAILS AT EACH 8d COMMON(ROOF;) ACCORDANCE WITH SECTION R404.2 ARE USED,THE 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG BLOCKING MEMBER EXCEPTIONS: FORCE TRANSFER SHALL HAVE A CAPACITY EQUAL TO 31 19/32"TO 1" 8d COMMON 6" 12'F 6" 1.WALLS 24 INCHES(610 MM)TOTAL LENGTH OR OR GREATER THAN THE CONNECTIONS REQUIRED BY BRACED WALL PANEL BRACED WALL PANEL SHORTER CONNECTING OFFSET BRACED WALL PANELS SECTION R602.11.1 OR THE BRACED WALL PANEL SHALL ��RED ARC 1 A. ULTIMATE WIND SPEED: 140 MPH.(NAILS FOR ATTACHIN(G ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.0 SHALL BE ANCHORED TO THE FOUNDATION WITH A BE CONNECTED TO THE WOOD FOUNDATIONS IN N FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO GABLE END WALL FRAMING MINIMUM OF ONE ANCHOR BOLT LOCATED IN THE ACCORDANCE WITH THE BRACED WALL. CONTINUOUS RIM ADDITIONAL FRAMING 2-16d NAILS CENTER THIRD OF THE PLATE SECTION AND SHALL BE PANEL-TO-FLOOR FASTENING EXTERIOR WALL WOOD;STRUCTURAL PANELS TO RESIST WIND PRESSURES ATTACHED TO ADJACENT BRACED WALL PANELS AT OR BAND JOIST MEMBER DIRECTLY BELOW EACH SIDE REQUIREMENTS OF TABLE R602.3(1). BRACED WALL PANEL �- MINIMUM NAIL MINIMUM[WOOD WOOD WALL NAIL SPACING CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). FULL HEIGHT BLOCKING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL STUD FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION @ 16"O.C.ALONG 6 [ PANEL SPAIN RATING PANEL THICKNESS SPACING EDGES FIELD 2. CONNECTION OF WALLS 12 INCHES(305 MM)TOTAL BRACED WALL PANEL - LENGTH OR SHORTER CONNECTING OFFSET BRACED WHEN PARALLEL TO FLOOR/CEILING FRAMING a s7a-� 8d COMMON NAIL 1.75 INCH 24/116 1/2" 16"O.C. 6" 12" WALL PANELS TO THE FOUNDATION WITHOUT ANCHOR OF N}� (2-1/2"x 0.131") BOLTS SHALL BE PERMITTED.THE WALL SHALL BE 5/8"DIA.x 12"LONG ANCHOR N G ATTACHED TO ADJACENT BRACED WALL PANELS AT BOLTS @ 4'-0"O.C. MAX.AS PER INTERIOR GYPSUM WALL BOARD CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). SECTION R403.1.6. BELOW,WOOD STRUCTURAL PANEL GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS TO R602.10.8.2 CONNECTIONS TO ROOF SHEATHING EXTENDING ABOVE THE TOP THICKNESS ORIENTAITION MEMBERS WOOD FRAMING 3"x 3"x 3ga BEARING PLATE FRAMING. PLATE AS SHOWN IN FIGURE R602.10.8.2(3) TO FRAIIIAING SPACING NAILS SCREWS MIN. CLEARANCE (SIMPSON BPS5/8-3) TOP PLATES OF EXTERIOR BRACED WALL PANELS SHALL SHALL BE PERMITTED TO BE FASTENED TO BE ATTACHED TO RAFTERS OR ROOF TRUSSES ABOVE IN EACH TRUSS WEB WITH THREE-81D NAILS PER SECTIONS 4"MIN ACCORDANCE WITH TABLE R602.3(1)AND THIS SECTION. (21/2 INCHES x 0.131 INCH)AND BLOCKING 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 1 5d COOLER NAILS R404.1.6 AND �-8"MAX WHERE REQUIRED BY THIS SECTION, BLOCKING BETWEEN BETWEEN THE TRUSSES SHALL NOT BE REQUIRED. WALL EITHER DIRECTION 16"O.C. 8" 166" R317.1 #3. 2-2x 6 SILL PLATES WITH RAFTERS OR ROOF TRUSSES SHALL BE ATTACHED TO SOLID BLOCKING BETWEEN KAZEL AUHITMTURE.5/8" CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS TOP PLATES OF BRACED WALL PANELS AND TO RAFTERS 2. FOR SEISMIC DESIGN CATEGORIES DO, D1 AND D2,WHERE WALL EITHER DIRtECTION 16"O.C. 8" 16" z ° SILL SEAL AND TERMITE AND ROOF TRUSSES IN ACCORDANCE WITH TABLE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL RAFTERS ATTACHED TO TOP FINISHED SHIELD. R602.3(1).A CONTINUOUS BAND, RIM OR HEADER JOIST OR TO THE TOP OF THE RAFTERS OR ROOF TRUSSES IS 151/4 PLATES WITH 8d @ 6"O.C. TYPE"X"AT 1-7I8"LONG 6d COATED GRADE co ROOF TRUSS PARALLEL TO THE BRACED WALL PANELS INCHES(387 MM)OR LESS, BLOCKING BETWEEN RAFTERS ALONG LENGTH OF BRACED 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 GARAGE CLG. PERPENDIICULAR 16"O.C. 6" 6" NAILS OR EQUIVALENT 8„ CONCRETE STEM WALL SHALL BE PERMITTED TO REPLACE THE BLOCKING OR ROOF TRUSSES SHALL BE PROVIDED ABOVE THE WALL PANEL Phone: 631-874-2925 Fax: 631-874-7377 5/8" BENEATH DRYWALL SCREWS. 10, THICKNESS PER SECTION REQUIRED BY THIS SECTION. BLOCKING SHALL NOT BE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE z MIN. R404.1.4.2 REQUIRED OVER OPENINGS IN CONTINUOUSLY SHEATHED R602.10.8.2(1). a keri@kazelarchitects.com HABITABLE_ SCREWS SHALL COMPLY MIN. DEPTH PER SECTION e ROOMS WITH IRC SECT. R702.3.5.1 R403.1.4 OR GREATER FOR BRACED WALL LINES. IN ADDITION TO THE REQUIREMENTS i1 FROST PROTECTION PER z OF THIS SECTION, LATERAL SUPPORT SHALL BE 3.WHERE THE DISTANCE FROM THE TOP OF THE BRACED Proposed Home for: SECTION R403.1.4.1 PROVIDED FOR RAFTERS AND CEILING JOISTS IN WALL PANEL TO THE TOP OF RAFTERS OR ROOF TRUSSES ( DJ Custom Homes o ACCORDANCE WITH SECTION R802.8 AND FOR TRUSSES IN EXCEEDS 154 INCHES(387 MM),THE TOP PLATES OF THE ACCORDANCE WITH SECTION R802.10.3. ROOF BRACED WALL PANEL SHALL BE CONNECTED TO VENTILATION SHALL BE PROVIDED IN ACCORDANCE WITH PERPENDICULAR RAFTERS OR ROOF TRUSSES ABOVE IN 265 Arshamomaque Avenue ° SECTION R806.1. ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING N Southold, New York 11971 LOAD PATH FOR - z 1. FOR SEISMIC DESIGN CATEGORIES A, B AND C METHODS: Lo CONTINUOUS °° � WHERE THE DISTANCE FROM THE TOP OF THE BRACED �- Town of Southold WALL PANEL TO THE TOP OF THE RAFTERS OR ROOF 3.1.SOFFIT BLOCKING PANELS CONSTRUCTED IN County of Suffolk 2x 4 KEYWAY IN CONCRETE TRUSSES ABOVE IS 91/4 INCHES(235 MM)OR LESS, ACCORDANCE WITH FIGURE R602.10.8.2(2). FIGURE R602.10.8.2(1) WALL BRACING DETAILS & NOTES 16"MIN FOOTING PLACED PRIOR TO BLOCKING BETWEEN RAFTERS OR ROOF TRUSSES SHALL BRACED WALL PANEL CONNECTION SCTM #: 1000-56-2-14 FEMA: X STEM WALL INSTALLATION NOT BE REQUIRED.WHERE THE DISTANCE FROM THE TOP 3.2.VERTICAL BLOCKING PANELS CONSTRUCTED IN BASEMENT OR CRAWL SPACE ALT:#4 REBAR @ 48"O.C. OF THE BRACED WALL PANEL TO THE TOP OF THE ACCORDANCE WITH FIGURE R602.10.8.2(3). TO PERPENDICULAR RAFTERS AS THE 2020 RESIDENTIAL CODE 14"MIN INTO STEM WALL. RAFTERS 35 ROOF TRUSSES ABOVE IS BETWEEN 91/4Load Path Diagrams CONCRETE STEM WALL AND INCHES(235 MM)AND 151/4 INCHES(387 MM), BLOCKING 3.3. BLOCKING PANELS PROVIDED BY THE ROOF TRUSS SPREAD FOOTING FOR BRACED BETWEEN RAFTERS OR ROOF TRUSSES SHALL BE MANUFACTURER AND DESIGNED IN ACCORDANCE for Wall Braced Walls WALL PANELS. PROVIDED ABOVE THE BRACED WALL PANEL IN WITH SECTION R802. ACCORDANCE WITH FIGURE R602.10.8.2(1). OF NEW STATE 3.4. BLOCKING, BLOCKING PANELS OR OTHER Date: A ril 16 2024 EXCEPTION:WHERE THE OUTSIDE EDGE OF METHODS OF LATERAL LOAD TRANSFER DESIGNED IN P TRUSS VERTICAL WEB MEMBERS ALIGNS WITH ACCORDANCE WITH THE AWC WFCM OR ACCEPTED Al2 THE OUTSIDE FACE OF THE WALL STUDS ENGINEERING PRACTICE. 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THE ENERGY CODE. I NEARBY CERTIFY THAT THE �J C `°aTl+wUO'J 6E 1�11,�i E�'C�� _ I .1.�^ �',• ``� -a+`_u[rr'I�k::��� E-1 C_I07 _ . .. : �—`- ! OF ITNU ;T - � 1, y " "{ PROPOSED THERMAL ENVELOPE FOR THIS PROJECT 1 �Irr� y � ryC}}yvn G A I WAS DESIGNED BY MYSELF OR UNDER MY DIRECTION. a f , :•-'' 11,�'rlJl_C;7-R';FAC ;;-�G. iI1J { . Iaa ' 1�5SI��T1Q i r m o , _ A": NG F`C'Av EA r.l�- _ n EX-__z ,R 1LL�°r.;�� `'.` T SIGNATURE/SEAL: _ d1 r � '- pt1 (�f (1 Ian `f'�IY 1-X.r~ •--- -- -- •__ `- ._. .._ . -.—' _. .-- • ' PP.,OFCC I,,- r 1 rm • - V. � 'i•_fI i1FI��JS L:L./'iJ ._. MtiT.r"f h•.v , L —" — FLOOR TRUSS t� Y r 1 c� 'ratIE_.1� s•.�I,�atS� I - _ ASw�li'I:'�Y '`,NG ��• 4` �,-,,1 I - •___ F'';.54,,. E , t~ 11 -' }' ` _ O rBE,.) 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F c I :I h tr ` 1 �iriJ�l "dUFI,AI�ER - a �1• : 1. ., l` 1 ^�- " IV Y•� --- CONTINUOUS BEAD :t k 1 Q SEA All IT CIE'17. 1 AS AI?EARR.IER SECTION THRU CABINET SOFFIT - SECTION THRU SKYLIGHT WITH SECOND FLOOR ABOVE SECTION THRU CABINET SOFFIT SCALE: NTS SCALE: NTS WITH ATTIC ABOVE RIM JOIST (BOX BEAM) DETAIL SECTION THRU SLAB SCALE: NTS SCALE: NTS SCALE: NTS Air Sealing Details Keri Kazel, Architecture BRANCH LINE .,. r.l TAKE-OFFS '• J 1 z 2 Windemere Court t AND JOINTS P.O. Box 169 Speonk, NY 11972 I T ERSE JOINTS Y g.S AND DRIVE CLEAT Phone: 631-874-2925 K pINTS) IN TRUNKS AND FaX: 631-874-7377 ALL INTS ON PLENUM i� �` keri@kazelarchitects.com Date: May 12, 2020 _`OC T] X�,iSr ' IF -r SEAILI NG DUCT SEALING DETAILS Scale: As noted SCALE: NTS — r SCALE: NTS Project NO. _. i t _ f TABLE R402.4.1.1 INTERIORCRSE1rt! LLL' AIR BARRIER AND INSULATION INSTALLATION 4F+.'F`;TEa.�� � E,'�,;�D - , _�_:�_� �._: _ { PPE F-NETRATION T� S.P, ,, }jE�tiI�H I _ I t - fI ' COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA l — r I .. ! I� I ! — .. .' .. XrJy�tit��dJ f=OPlAT T�,'UIl'+ - I r GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A >=1rE INSTALLED IN THE BUILDING ENVELOPE. SEALING MATERIAL. .. ,. ,t„ EXTERIOR THERMAL ENVELOPE CONTAINS '1 ^= '+�'�- r '� I SHEATHING A CONTINUOUS AIR BARRIER. BREAKS OR �_ i TH N- , .._.___-._---.— - .. C — P f CLOSIJREA!EXTEPIIOP WALL JOINTS IN THE AIR BARRIER SHALL BE t#T!'tUJ.a E� D'CF SEALED. _: c�tL►:�T E``� - CaWMauS ago _ I b CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED THE INSULATION IN ANY DROPPED CEILING/SOFFIT .f, j�.,�. _ CEILING/SOFFIT SHALL BE ALIGNED WITH SHALL BE ALIGNED WITH THE AIR BARRIER. -- __ r-F- IEf E;_O�•, `+_"T i _ i - 4TL i IX! I ,$-F, :a r- �>B _ ,F=7 A- :.. --- - ;' ION AND ANY GAP £ ` '� TTT� F E "T THE INSULATION S IN THE AIR .r - f --- ----- -------L---- -L------,' BARRIER SHALL BE SEALED. �- � I I _ t ,q, �--� --`� ^"_ .!^ __�' ='• ! rr. 'l ACCESS OPENINGS, DROP DOWN STAIR OR I',SJI.�,TED KTr�:•v� + �,_lr�, _ :yr=°� -- - - ..: ", ,° • 11 .. -„ ,, w';,t • _ I .. ,. •.� '', `, .'�;: �� tt` �` ,� I UNCONDITIONED _ t t 5T _ ATTIC SPACES SHALL E SEALED. I i�.4J 9��Ln �. V t j - n'.� �",-'-rD C�-Y-�r•^ � ,,` ( r� ,�'-. f -'P,• + �t. t n �rt•kX+� ��—.¢'`'i[/9i.Y 1�ty_ ( •. 6�.r�.,i«.^r*�L¢'J. .� ¢p� �� n* r c=• F,-� �- _ .:;::,:F;;�:�S:E�,; I— LkD �i �V�l',�' WALLS THE JUNCTION OF THE FOUNDATION AND CAVITIES WITHIN iCORNERS AND HEADERS OF FRAME j ��'�=� _w:'; •' ( SILL PLATE SHALL BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILLING C �, + R, _ _ I EXTEROR INSULVED WALL THE JUNCTION OF THE TOP PLATE AND TOP THE CAVITY WITH A MATERIAL HAVING A THERMAL f � , ; �� r1- i OF EXTERIOR WALLS SHALL BE SEALED. RESISTANCE OF R-3 PER INCH MINIMUM. .. . , ,• ::.,^ = ,. I _ ESQ-_� :fC* ..�_ I KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR - ,; �, Qy+. E,��Y• - I FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR PLAN OF INTERIOR PIPE CHIMNEY ENCLOSURE 1 � BARRIER WINDOWS,SKYLIGHTS _ I ' �� aS�.�',1C`r + THE SPACE BETWEEN WINDOW/DOOR F. SCALE: NTS AND DOORS JAMBS AND FRAMING AND SKYLIGHTS AND FRAMING SHALL BE SEALED. r,. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR RIM JOISTS SHALL BE INSULATED. r. BARRIER. FLOORS(INCLUDING ABOVE- THE AIR BARRIER SHALL BE INSTALLED AT FLOOR FRAMING CAVITY INSULATION SHALL BE :--.. _ T b r. �' r•i �F�E`I� ti� ;TIy�LC�?a,SE I GARAGE AND CANTILEVERED ANY EXPOSED EDGE OF INSULATION. INSTALLED TO MAINTAIN PERMANENT CONTACT WITH = C�'°t' _"A =3�^= i - - _ FLOORS) THE UNDERSIDE OF THE SUBFLOOR DECKING,OR SECTION THRU TUB 5:�'_ - -�" �� --r FLOOR FRAMING CAVITY INSULATION SHALL BE SCALE: NTS C` ++ ''YT`� PR'`�'''taC=I brERiR S"`E TH.�+J I PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF - ' . � ' ATEca IOR'�',''�,LIPRCtR .� SHEATHING, OR CONTINUOUS INSULATION INSTALLED U�_lr'4 L-rz pr - SECTION THRU INTERIOR ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS • ' i T'l,IP,TERIORtitA,LLASSEIb.,.Y y_ I FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FIREPLACE ENCLOSURE - � FLOOR FRAMING MEMBERS. - J , t SCALE: NTS `� - :' i CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL WHERE PROVIDED, INSTEAD OF FLOOR INSULATION, SECTION THRU CANTILEVERED SPACES SHALL BE COVERED WITH A CLASS I INSULATION SHALL BE PERMANENTLY ATTACHED TO, ' -_,_.•- � VAPOR RETARDER WITH OVERLAPPING THE CRAWLSPACE WALLS. JOINTS TAPED. FIREPLACE ENCLOSURE IrbT�R.I��� �-. -,-y� � �r`!-.lE SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS,AND SCALE: NTS l {' r' FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. Irti '�LPilll,' Ir,G017 �rJERIC '�'rLl I NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE I t AVAILABLE CAVITY SPACE. _ . c:%E-C'17 Ai S-v'".EF _ i I -� ' GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN ir;3,I!AND Ex1"'i(`t�' - �',.1;'EF; ;'t�i �� ���^ - _--�- i M1 A, t THE GARAGE AND CONDITIONED SPACES. 9- - _ ;iG9 ur�l f = L0DERELG°.,I�INXG,.3R_GII;ED CI 714:E11 S E 1).D I_t ,,1,, ::•11 i !'..' „ RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE 1,- _ Il'��ULF�T`DEXTER:GRtiI�r_L ry �. t.:•1j,+i i r ENVELOPE SHALL AL ENVELOPE SHALL BE AIR TIGHT _ . . .T ^ THE BUILDING THERMAL ENVEL BUILDING THERM r Ct%1 lN!_I,3l.°S BF0 0- SU'lN T IN E?'�(? y P0,1"DE ��C�v0p q:lE,T.°s BE SEALED TO THE DRYWALL. AND IC RATED. H Ei VERTICAL SECTION THRU CHASE PLUMBING AND WIRING SE4,= — J BATT INSULATION SHALL BE CUT NEATLY TO FIT Tt71Pt_;?CF9,1€5: ,� —� ! I 1 SCALE: NTS AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, - OR INSULATION THAT ON INSTALLATION READILY } i 4 ---�.—+, t. i CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. o —It.S T ALL t";Ttir:^ tNFf Via. ;; — !, >,�,t„t_-�F ��E SHOWER/TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS 6 FF''P Tt� I';ST,�LL'T; `I �_ LL GLfia1Lr'I EXTERIOR WALL ,r1 WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED. S r R "Y'' 6.��QL+ `f1 4'— r7 ' L. ,ER�LO . Iti,N ti.,t;71TIQ., l :�F'1�.;E A,1.. a-Tl': i _ SHALL SEPARATE THEM FROM THE top i , � ,. , , ,• , L . - - - ---- - - — cL.,IT"a'.1U,JS E:_-1 D OF ; rr - �`#�f "',iE t'i^l) E. _, _ ti ELECTRICAL/PHONEB X F If'"11+�' ,��^,F+::y'L �GI'�H '�1Fo'g�`'� SHOWERS AND TUBS GYPSUM! E E 1 Ct&I b f;", S ', • }; 0A. �j __•..__.... IO THE AIR BARRIER SHALL BE INSTALLED v=. ►.�rtiT ,� sf —��"�� VERTICAL SECTION THRU TUB CHASE ik ,ill "ILLS C ON EXTERIOR WALLS BEHIND ELECTRICAL OR COMMUNICATION SCALE: NTS j BOXES OR AIR SEALED BOXES SHALL BE :. INSTALLED. i ... i —14L`�uC FR`f.!^ HVAC REGISTER BOOTS THAT PENETRATE HVAC REGISTER BOOTS FLC6;F !�SSFtdE'_.Y®• , - ROmRGRILLE `ti-:�- �. .: - ._ Ejtl;.rl,,IC,,�•a BUILDING THERMAL ENVELOPE SHALL BE p Y z - - HAD G S 1k .. . 1'•' � ' R _.' �. ^t SEALED TO THE SUBFLOOR OR DRYWALL _ 5.`,', .� , � - '• Ci.�`�irl'v+'J5E: � � '`' �-�� 5EA1bf - -� : r:.a�. ..,:._,.. Y..�.�.r :. ..�;�s. :.. E ° ,� WHEN REQUIRED TO BE SEALED, "��` 4`e j CONCEALED SPRINKLERS CONCEALED FIRE SPRINKLERS �A --- - --F- ` " SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER. ti f CAULKING OR OTHER ADHESIVE SEALANTS - i� t t'0 +' ' ! SHALL NOT BE USED TO FILL VOIDS y.q IN UI� ;y` r' BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR CEILINGS. I E X ;I'S.+i:R JI:::� t;tit^ A!�i S r ' {f SECTION THRU BUILT IN BENCH _A ._ DUCT , L><. '.t. Il� �u LrJI - INSPECTION OF LOG WALLS SHALL �, `-�~ Ls�N C 1?A:F.""� A. IN ADDITION, SCALE: NTS _ SECTION THRU SHOWER _ BE IN ACCORDANCE WITH THE PROVISIONS OF ICC 400. SHAFT iEF' OU:�Lr,FF. TO THE BEST OF MY KNOWLEDGE, BELIEF AND SCALE: NTS — --'-•—•— SE�CTI'U�'a TFRU ST.�,IR'Ii�t`f SECTIG'*'� THRU P1�8 L. PROFESSIONAL JUDGMENT,SUCH PLANS OR SCALE: NITS SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CODE. I HEARBY CERTIFY THAT THE PROPOSED THERMAL ENVELOPE FOR THIS PROJECT STAIRWAY WITH UNCONDITIONED WAS DESIGNED BY MYSELF OR UNDER MY DIRECTION. ELECTRICAL RICAL V iRE SPACE BELOW SIGNATURE/SEAL: SCALE: NTS S��RED ARcy TOP FLAH �� pNj t1,'o`J1JF1m:c'FG F'rcm.FD LICfiT Ft,"10j.,ffr = V-LCI +DRA'�EFL' ,`R. a —_..�---- r + rl / �� �1TI:f II'1`.;LIL-n Il�ff 's ' — '' ASSEV91Y - - - EXPANZI G FOA.11 SEA!�.l I JG SEEC Cdy,10 U TOP PATE74 �+ �- .� - CONTINUOU56G„E'OF OF NEB _ i I i i i i c:+ t► EJ�,r�Ih�Dtt~tGFOM.1 'tlF,llSTl�O �- ._r._mtiT � ,r "� ,'fA _��_ H','ktE CJC T SEALANT �..���{��� KD _ 7.`,) Pr!1, ��'.� R,,�,} Air Sealing Details V',�lSTI�'D _ � ,+a FY, .E It1�E �4 S�IEr:'ils`:� A.SE,ELY _ j ( �,EY,Tt�.ti'Rlr�a.�l ,a� LE -CI:""fF71 KSEP,9JKeri K ZUDAt0!'IG MA1+ SF,1L NI 47 F-171' ,'-TFR E?7' ^,��` t' l'," ,�ti� V° a el Architecture vC+9+17`'JI..'r, ^"AD CF SEA,.'Att i 11D�IP,sEPp -1E :I',:+,� t _ FECTEI,!OR r,rLFR,OR 2 Windemere Court ,. '3 m_: . . 10 SOF-.';�wE','BlY - ..r Rr�PJr S_:�D P.O. Box 169 Rt ' , '_.. ____ QFc�...4�I; Speonk, NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 OF K-A P'I'T kceri@kazelarchitects.com PIPE PENETRATIONS WIRE PENETRATIONS PRE BUILT RECESSED LIGHT SCALE: NTS SCALE: NTS SCALE: NT$ 9ECTION THRU PLUMBING SOFFIT SECTION THRU DROPPED SOFFIT Date: May 12, 2020 WITH SECOND FLOOR ABOVE WITH SECOND FLOOR ABOVE Scale: As noted SCALE: NTS SCALE: NITS . Project No. D2 i JOIST DETAILS Plate nail-16d(0.135"x 3Y) Load bearing or braced/shear wall 1Yz"round holes may be above(must stuck over wall below) Load bearing or braced/shear wall above cut anywhere in web • Plate nail„16d(0.135 x 3Yz") at 12"on-center g y'"t' Plate nail, 16d(0.135"x 3 Yz ) When sheathing thickness exceeds/", 2x stud wall at Floor panel nail- Blocking panel: %"T®Rim Board, (must stack over wall below when present) T=1 ALLOWABLE HOLES - TJ 1® Joists outside of hatched zone if at 16"on-center at 16"on-center trim sheathing tongue at rim board 1Yq"or 1Yz"TimberStrand LSL or No load bearing they are located 3"away Blocking panel: g 9 16"on-center 8d(0.131"x 2Y")at 6"on-center TJIe'oist. wall above horizontally 1V TJe Rim Board,1Y4"or Web stiffener Plate nail-16d(0.135-x 3YZ) Blocking panel• Min.distance from Table A Min.distance from Table B (edgc-to-edge)from a 1Yz"TimberStrand®LSL or required on both * Web stiffeners required on 2x4 minimum Web stiffeners 1Ys"TJ*Rim Board, DO NOT larger hole. ®. sides at A2W ONLY at 16"o Floor p both sides at A3.4W ONLY squash blocks required each side 1Y4"or 1Y2"TimberStrand®LSL cut or notch flange. TJI joist Floor panel nail- Sheathing q q 8d(0.131"x 2Y2")at 6"on-center* boundary nails, - at B3W ONLY or TJI joist 8d(0.131"x 2Yz") 1Y4"or 1 Yz" Rim-to-joist Web Stiffeners required at 4"on-center III TimberStrand® Yes"-, Web stiffeners 6" O �U' O 6" LSL rim board. _ required on both nail each side at A3_W B1 61 W I Sides Of both joist T60" L1x D1 D1 Closel roToe nail-10d(0.131" I t Jy g uped round L 2 x L D2 g• g•Toe nail, Toe nail, 1Y8"TJ®Rim Board, When sheathing " ends at B4W ONLY o field cut minimum holes are permitted if minimum No field cut Do not cut 12" x 3")at 6 on-center 10d(0.131"x 3") 10d(0.131 x 3") I (A3.1/A3.1 W only) thickness exceeds 3/a", Web stiffeners required o NOT hoes rn (applies to all holes the group perimeter hoes in holes larger at 6"on-center at 6"on-center " min. End of joists at hatched meets requirements for hatched + 1Ya or 1 Yz TimberStrand®LSL. trim sheathing tongue on both sidets at B1 W cut hot In cantilever except knockouts) req than f/:'in Tile rim joist at rim board rein oncement. Web stiffener and 62W O�JLY cent&Pine zones round or square holes. zones cantilever Toe nail-10d(0.131"x 3") of support required on both Must have 1%'minimum at 6"on-center* proper 9 g p y q Table A - End Support q Install ro r blocking to Blocking panels may be required PP sides at Al W ONLY joist bearing at ends. Attach 1k support all panel edges (�B2 62W Blocking pantels may be required with braced/shear with braced/shear walls above orMinimum distance from edge of hole to inside face of nearest end support J g pp° pgO walls above for below-see detail B1 B3 63W below a see detail al 64 B4W OO OO rim joist perA3 detail. O O O O O O O O JOIST TJI. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional Installation specifications see Rim Board IDetafls and Installation In A3W A3.1 A3.2 tA3.3 *For additional installation specifications see Rim Board A3.4 A3.4 * DEPTH O O y 2" 3" '- 5" V-0 7" 8'/a" 11- 13" 2" 3" 4" 5" 64/2'4*-6 7" 8'/e" 11" 13" W Nail through 2x_cantilever,wood backer and 110 1'-0" 1•-s" r-0• 3'-0" s•-0" 1'-0• 1'-6" r-s^ 3•-0" a•-s" Weyerhaeuser Installation Guide for Floor and Roof Framiing,TJ-9001. Details and Installation in Weyerhaeuser Installation Guide A"TJ®Rim Board or 1Y4"or 1Y2"TimberStrande Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 1-0" 1 s• r 6• 3-0" 5 6^ 1'-0• r-0" r s" a-0" 5-0^ for Floor and Roof Framing,TJ-9001. LSL. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,cinched. 9y:" 230 V-6" 2-0^ z-6" 3•-6" 5'-6" 1•-0• 2'-0" T-0" 4•-6" 5•-0" top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Y2")nails with 3Y2"TJI® 360 1'-6• 2'-0' 3'-0• 4'-W 6'-0• V-6" z•-6" 3•-s" s-0" 5-6• connections equivalent to floor panel schedule. joist flange widths. 560 V-6- 2•f• T-6- 5•-0- T-0- 2'-0• TV 4'-0- 5'-6- 6'-0- 6'-0"length of TJI®joist 8"diameter maximum hole for 117/"- e 110 V-0" VV 1'-6• 2'-0• 2'-6• 3'-W 6-6• V-0" V-6• 2•-0" r-s" 4'-6" 5'-0• s'-0" 1Ye"TJ®Rim Board 1Ya"or 1Y2 TimberStrand reinforcement and filler 16"deep blocking panels;6"diameter 210 1'-0" 1'-6• 2•-0' 2'-0• 3•-0" 3'-0• s'-0• 1'-0" 1'-0" 2'-6^ 3'-0" 5'-0^ s'-0• s'-s• 4'-0"length of 8"diameter maximum hole for 11%8"- block.Use 4'-0"length maximum for blocking panels 9Yz" LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%, 230 1'-0• 1•-6" 2%0" 2•-6• T-0• T-6" V-6• V-0" 2'-0^ r-6" T-6- 5•-6" 5'-0• r-0- one each at t0 and bottom flange. 360 V-6• 2'-0" 3'-0' 3-6" 4'-0• 5'-0• 7'-W r-6" 2-6" 3'-6" 4'-0" 6'-6" 6'-6' 7'-6- 3/"reinforcement 16"deep blocking panels;6"diameter with 9Yz"and 11%"TJI® deep or shorter than 12"long. p g - with one 8d(0.131"x 2Y") - 8"diameter maximum hole for on one side at E2, 1 joists. Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies to 560 V-6• 2-4r T-0• 4•-0" 5•-0- V-o• 8%0" 2'-6• T-6• 4-6" 5•-6" T-0" T-6- s•-0- 7 " P 9 P maximum for blocking panels 9/z" j " 1 110 r-0• r-0• r-W r-0" r-6" TV Y-W 5'-6• r-0• V-0" V-6" 2%0" T-s" 4'-0• s•-0. s'-0• Web stiffeners 11/a -16"deep blocking panels; deep or shorter than 12"long. with one 8d (0.131 x 2/z") Horizontal blocking uniformly 210 1•-0- 1•-0- 1•-0- 1•-6• 2•-0- 2'-6• T-6- 6'-O" 1'-0• 1'-0" 2'-0• 2'6^ a'O" a s• s-0 s'6" both sides at E3 ( Load from above required?on both 6"diameter maximum for Do not cut flanges. 1Ya"TJ®Rim Board 1Y4"or 1Y" nail at each Cromer panels between each loaded joists 14" 230 1'-0• 1'-0• 1'0" 1'-0• 2$• 2'-0,• a'-0' 7'-0• V-0' V-0" 2'-0" 7-6" a•-0" 4'-W T-0- V-6- sides atl E1 W ONLY blocking panels 9!/2an deep g. TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 1•-0• 1 0' 1'6" 2 s" 3 6• a•-0• 5'-6• s•-W V-0" V-6- 2'-6" 4•-0• 6•-0' 6•-6• s•-0" 9'-6- shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood RA Jt0 560 r-0• r-o• 2-0• TV 4'•6• 5-0• s's• s'-0• r s- 3'-0" a'-0" s-0• r 0^ T-6• 9%0" 10•-0" Y16"-, Do not cut flanges. A"TJ®Rim Board or 1%"or 1Y2" each at top and bottom flange. reinforcement on floor panel schedule. backer a+ 4et 90 110 V-0- V-0" V-0" V-0" V-0" TV z'-0• TV 5'-0• T-0" 1•-0" V-0" V-6" T•0" TV 5•-6" T-0" 10•-0" TimberStrand®LSL.Nail with 10d one slide at E5, 3 " des aadso 210 r-0• r-0• r-0" r-0" r-0• r-0^ r-0" 3'-6• 6'-0' 1'-0• v-0" 1-0' 7-0" 3•4" T-s" s'-6" s'-0" (0.131"x 3")nails,one each at Attach reinforcement to 12"length of/4 v Jec �0 16" 230 11-0. r-0• r-0" r-0" r-6" V-6" TV 4•-0" 7'-0' r-0" r-0" r-0" 2'-0' 34" 4•-0" T-0" Er-o" 1r-0" both slides at E6 1�� a tit` top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side ��ti`ar laa�o sso 1-0•360 1'0" r-0• 1-0• 2 6• 3-0• V-0- r s• to o• r o- 7-0- 3-0" 4'-6- s�s� T-0• to-0" 1�'0. 12-0" R 10d(0.148"x 3")nails at 6" blocking between at E7,both sides at E8 F1 �e Attach reinforcement • on-center,clinched.Use 2 each joist a" 6" 7- 8" 10" 12- 14%' 16Yi 4" 6" 7" 8" 101" 12" 14%a" 16i4" 2x4 minimum 0 E7 E8 Less than 5" to joist flange with T t� rows with 9Y2"and 11 y8� Less than 15" 18" 360 V-0' V-0• 1'-0" 2'-0" 4'-0" S-6" 9-6" V-0• T-0" 4'-6" squash blocks ;I • 1 " " Ica ®• 560 1'-0• r-0• 1'-0" z•-o" a-0• TV 10'-6" 2'-0" F-Cr s'-0• a-0. 11-0" 1r-0" 1a o" A 8d(0.131"x 2/z)nails at 6 ad TJ I'joists. 1Y8"TJ®Rim Board or 'i . o� E5 E6 Gap*: WEB STIFFENER ATTACHMENT 360 V-0• V-0• 1'-0• V-0" 2•0" 4'-0• T-0" 10'-0" 1'-0• 1's• 3-0• 4 s• a o" 11's" 13's" 15 s" 1 " ® Face in �. ` on-center.When reinforcing / 20" CS Use 2x4 minimum squash blocks to 1Y4"or 1/z TimberStrand LSL. g tna both sides,stagger nails. %"minimum 560 1'-0- 1'-0• v_n" 1'0• 2-0" a's• s'-0" 11'-0" 1'-0• 3'-0" 5'-0• r-0. 1a s• 13'0' la's" 15's" horizontal E4 2Y4"maximum transfer load around TJI®joist Nail with 10d(0.131"x 3") Not for use with 31/z'TJI®joist flange widths 1" E1 �1 W nails,one each at top and E2 E3 W12"for TJI® Nailing: Table B - Intermediate or Cantilever Support bottom flange. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support g EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Apply subflwor TJI®joist blocking with end JOIST TJI• pp y L Web stiffener both sides. Structural exterior sheathing blocks installed at Y3 joist-span DEPTH 2" 3" a" s" 6YZ" 7" s,�" 11" 13- 2" 3" a" s" syz" 7" a,/e" 11" 13" adhesive to all See table below. *With point load from above,and no support Double TJI&Joist Filler Block: Flush bearing plate required. Flashing locations using p° pp° Hanger height must " 9 contact Surfaces 9 below,install web stiffener tight to top flange 110 2-0' Z-6" T-13" 4'-6" T-0" V-6" 2'-6" 3'-6" 5'-6" 6'-6" 9 9 Hanger Backer Block:Install tight Maximum Ya overhang two 8d(0.113"x 2YZ) be a minimum of fi0•� Attach per the table. Tight fit (gap at bottom flange) sy" 210 2'-0- 2'-s• 3'-6" 5'-0^ 8'-0" 2'-0• 3'-0" 4'4" s'-s" 7'-6" to top flange(tight to bottom permitted at beam. Treated 2x nails or 230 r-s• 3'-0• 4'-0• 5'-6" s'-0" 2%0" 3'-6" 4'-6" V-6" T46" t of joJst depth Nails shall be driven from flange with face mount hangers). 01` Nailing Requirements 360 T-0• 4'-0• 5'-s" s'-0" 9'-0" 3'-0" 4'-6" 5'-6" r-6" s•-lo" 9ledger SQ 2YZ'screws, Depth Minimum Web alternating sides.Clinch nails Clinch nails when possible. 3 d. TJI'Joist Series Number Nails 560 T-s• 5'-0• 6•-0" r-6• 10'-0• 4'-0• 5'-6" 6•-6" 81-0" g•-0" p - See fastener j a typical (in.) Stiffener Size Type when possible. _ 1Ya"TJ®Rim Board or 1Y4" y3 �c%A� End Intermediate 110 r-0• 1•-0• r-6• z•-6" a'-0• 4'•6• 8'-6" r-0" r-6" 7.6" a•-o" T-a• T-o• 9-6- table below. Maintain Q u l or 1Yz"TimberStrand® LSL. � 110 All Ya"X 25/s"") 210 1'-0• r-0• 2'-0" 3'-0" a'-s• s'-o• 9'-0• r-0• r-0" s'-0" a•-s" s•-o" a•-o• to'-0• 2"distance(minimum)from 8d Ilya- 230 V-0' 2'-0" 2'-6" 3'-6" 5' . 5'-6" 101-0" r-0• 2-6" T-6" 5%0" s- 210 All Y4"X 25/s"") Top mount edge of ledger to fastener. 230&360 All 7/8"X 4/16""' (0.113"x 2Yz") 3 3 560 r-6• 3-0. 4-6- 5'-6" 8•-0" V-6" 1Z-0• T-0• 4'-6" 6'-0" 8•-0" 10'46. 1V-0. 1r-0• hanger M t Option#2: Fastener Allowable Load(2)(lbs/bolt) 2x_strapping installed at Y 16d 110 1'-0• V-0• V-0• V-T 2'-0" 2'-6• 4'-6• s'-6• V-0" V-0" V-0" 2'-6" 5'40" V-0• 9'-0. 12'-0• Face mount Backer block Y2"Through bolt joist-span locations using two 560 Al 2x4 o' 210 V-0• l-W V-0• 1•-0" 2•-6" T-0" S-r 91-6• V-W 1'-O" 2•-0" 37-6" V40" T-0. 10'-0. 13•-0" Rim Board Material Y2"la bolt Y2"Through bolt with Air Space (0.135"x 3Y2") 14" 230 v-o- 1'-(r V-0- 2'-W T-6• 4'-0" 6'-W 10'-6- V-0" V-0" Z-6" a•-0" 6'-6- T-W 1V-0. 13'-6• hanger both sides of web 9 g p 2Yz"screws perjoist,typical g with single TJI®joist 1Ys"TJ*Rim Board(3) 480 695 18" 4 4 360 V-0• 1'-0• 2'-0- T-6" 5'-6- 6'-W V-6- 17-6• V-0" 2'-0" 4•-O" 5•-6" 9•-i0" 10'-0• 17-T 14'-(• 1 4"TimberStran LSL 610 725 6150) Option#3: 560D 20" 2x4m 16d 5 5 560 11-0" 1•-0- 1•-6" T-6• 5'-6" 6'-6• 9.6' 13'-6" V-0• T-0" 5'-0" T-0" 10'-0" IV-0' 13'-6• 15'-U" Web stiffeners required if sides of (3) 1 110 r-0• r-0• r-0" r-0" r-o• r-0• 2%6" 6-0• 8'-6• r-0• r-0" r-0" r-0" T-6" 4-6" 8'-6' tr-s• 15•-0- H1 hanger do not laterally support at H2 With top mount hangers,backer block required only H3 1 Y2"TimberStrand*LSL 675 725 Directly applied ceiling 22" (0.135"x 3/z") 6 11 3 ®. O for downward loads exceeding 250 Ibs or for uplift O (1)Corrosion-resistant fasteners required for wet-service applications. 24"(3) 6 13 210 V-0• V-0" V-0" V-0" V-0" V-0" V-6" 6'-0• 10'-O• V-0" V-0" V-0" V-6" 4'-6" 5-6. 10'-0. 12'-6" 16'-0• O least/a"of TJI joist top flange LA P61 When spiced on the layout one of W 1s" 230 r-0• r-0• r o- r-o• r s" r o• a'-0• s•-6. 1 r-0• r-0• r-0^ V-0" r s" 6-0" s'-0. 10 s• ,3-s" ,s-s• conditions.For nailing requirements see page 5 TJ- (2)Allowable load determined in accordance with ASTM D7672. O r O (1)PS1 or PS2 sheathing,face grain vertical ' O the bracim options above is required 360 1'-0' 1'-0' 1'-0' 1'-0' 3'-0' 4'-0" 6'-6' 10'-0' 13'6" 1'-0" 1'-0" T-0" 4'-0" r-i6" V-6' 13'-0• 1 9001, Weyerhaeuser installation Guide for Floor and (3)1%"TJ*Rim Board is allowed with joist depths<_16"only. g p q (2)Construction grade or better 560 1'-0" r-0• 1•-0• r-0" 2'-6• V-6' T-0• 1 r-0• 15'-0" V-0• r-0" T-6" 5'-6" 9'-0" 10'-0• 14'-6• 16•-0- 18 0• Roof Framing, TJ-9001. (4)Maximum Yz shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists , - , 3 - s. FASTENING of FLOOR PANELS 4" 6" 7" 8" 10" 12" 14/4 16/: 4" 6- 7- 8- 10- 12" 14/. 16/, BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18" 560 V-0" V-0" 1'-6" 3'-0• 6'-0• 9'-0' 14'-6- V-0" 6-0• 6'-6• V-6" 14'-s• 18'-0" 19'-6" 560 1'-0" 1'-0" 1'-0" 7-0' 6'-0. 10'-0' 15'-6" 1'-0' 6'-0' 8'-6' 11'-6' 16'�' 18'-0" 19'-6" TJI*hx2) Rim Board 1 Y4" TJI®Joists 110 210 230 or 360 360 560 560D 20" 360 V-0" V-0" V-0" r-0• TO' 6•-0. 1 V-0. 151-T T-T V-6" 4'-0• T-o• 12'-6" W-6" 19'4r 2o•-6' BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 36o and 1%.TJ® TimberStrand*LSL TimberStrand*LSL Microtlam* Parallame z " z " z 7 " 560 1'-0" 1•-0" 1'-0" 1'-0• 1'6• s 6. 11'6. 15 6• 1'-0" 3'-0• 6 0" s'6" 1a'-0• 17'-0' 19'-0" 20'-6" BEARING AT WALL and 230 560 Rim Board 1Y4" 1Y2" or wider LVL PSL Depth 9Yz"-11/s 14"-16" 9Y2".11/ 14"-16" 9Y2"-11/" 14"46" 18"-20" 11/s 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side. OR'.WINDOW HEADER CONNECTION CONCRETE WALL • Leave Ya"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 8d(0.113"x 2Y2"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3' 4" 4" Filler Block(+) 2x6+3/e" 2x8+%8 2x6+Y2" 2c8+Y2" 2x12+Y2" Two Two Two Four%4"x 15" IV TJe Rim Board or Strap per Code if top plate 2x6 2x8 • Tables are based on uniform load tables in current design literature. 10d 0.148"x 3",12d 0.148"x 3% 4"!3) 4"l3) 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • 1%"or 1 Yz"TimberStrand® Is not Continuous over ( ) ( ) For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located LSL or blocking for lateral header' 1 sd 0.162"x 3Y2") 6" 6" 16"l4) 6"ls) 6"l� 6^ls) g^(Q 2x6+%" 2x10+%" 2x6+Y2" 2x10+Y2" at the center of the joists an provided that no other holes occur In the joist. g ( 6' Cantilever Filler 2x6 2x10 sheathing sheathing sheathing sheathing Not Not applicable I p p I support 9 spacing 3 " p g 1pe (two g (Detail E4) 4'-0'long V-0"long 4'-0•long F-O"long 4'-0"long V-0"long applicable PPo (1)Stagger nails when using F stener s s ing f and maintain di )oast and plic edge distance.One row of fasteners b rthenf fastener spacing ALLOWABLE HOLES - Headers and Beams panel edges)for diaphragms.Fastener spacing for TJI*joists in diaphragm applications cannot be less than shown in table:.When fastener spaang for Backer Block l+► Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI*joists. Detail F7 s " 3 " a " " Two%-x 15- plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least%"and staggereed. ( /s or/ /4 or/ /8 or 1"Net 2x6 2"8 2x12 sheathing •55E TimberStrand LSL Headers and Beams 3 With 10d 0.148"x 1'/i nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) 2 x diameter of the over column -' ( ) ( ) p g g g g Filler Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Nail Size (0.131"x 3") largest hole(minimum) hanger Backer 0131"x 3' 9 (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). ( ) X depth Protect Untreated 32 50 Allowed hole zone Column Face mount (6)Can be reduced to 3Y2"on center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Nall Filler hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Quantity(2)2) 15 Contact with recommendations listed above. � Backer 15 15 ----- -- ----- - L1 L2 L3 See current Weyerhaeuser L4 Concrete ■Maximum nail spacing for TJI*joists is 18"on-center. r 0 O - . *. (1)If necessary,increase filler and backer block height for face mount hangers and maintain 'gap at top of joist;see detail W.Filler and backer block ° L ------ -------- O O O literature for framing connectors O ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of into the TJI joist or rim board ils achieved. dimensions should accomodate ■To minimizesplitting,maintain edge distance and rows do of 2 x nail diameter or/,whichever Is greater. required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). ° ° ° o ° 1He E TimberStrand®LSL g spacing � g (2)Clinch Halls when possible. ■Nailing rows must be offset at least Y2"and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole Size and Roof Framing,TJ-9001. 9Y4"-9Y2" 3- Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 8" 11Y4•-11%" 3%" Fastener Installation Requirements O cantilever and end bearings by blocking 14'-16" 4s/8" Piece #of Fastener TJI®joist floor framing does E1 panels,hangers,or direct attachment to General Notes See Illustration for allowed hole zone a rim board or rim joist. Width Plies Typet') Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads anywhere along the member. BEARING AT sides,stagger fasteners on the second . Round holes only 10d nails 3" 3a) 99 mid-span blocking 12" side so they fall halfway between COLUMN 2 12d-16d nails 3 Y4" 2n One side fasteners on the first side. • No holes in headers or beams in plank orientation. • Screws 3 e"or 3Yz" 2 24" 1 c nails 3" 3�) Other Trus Joist® Headers and Beams 12d-16d nails 3Ya" 2 12" Both sides j AlO betweeRim n a) DO NOT bevel Lit"oist E2 ) DONOToverhan seatcuts Microtlam* L®L B 3 3 beyond inside fa a of wall. 1.3E TimberStrand* and Parallam PSL 13/4. 3/"or 3Yz" Both sides on beams beyon the inside LSL hole zone hole zone 2 x diameter of the Y3 depth Screws 2 24• Load must be applied evenly across 5" One side entire beam width.Otherwise,use face ofsupport ember. largest (minimum)la est hole mi ) Verify column capacity 10d nails") 3" 3(2) connections for side-loaded beams. _ DO NOT cur notch or drill and beam bearing 12" One side -_- -- holes in headers or beams L5 length.See current: 4 12d-16d nails(3) 3Ya" 2`2) d -- (P ply) Weyerhaeuser literature. 5"or 6" Both sides -1 except as indicated e o o illustrations and tables. Screws 2 24" Multiple pieces can be nailed or bolted together to CS ° ° ° 6 Y4" " One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam* LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" • 1Ya"T,1®Rim Board or Parallam*PSL Header a Beam Maximum Round Screws 2 24 L3 IV or 1 Yz"TimberStrand®LSL. Depth Hole Size allowed hole zone O middle Y3 span 4%' 1" 2 6 Y4" One side c1� 1Z"bolts 8" 2 24" - 5Y2" 1Y4 (1)10d nails are 0.128"diameter,12d-16d nails are 0.148"-0.162"diameter,screws are SDS,SDW,USP WS,or TrussLOe L1 d 1.3E TimberStrand& LSL allowed hole zone d 7Y4"-20" 2" COLUMND ETAI S (2)An additional row of nails is required with depths of 14"or greater. B1 H 1 See Illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes B2 . Allowed hole zone suitable for headers and beams with uniform loads only. BEAM ON • Round holes only COLUMN CAP NAILING AT BEARING (FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in cantilevers. • No holes in headers or beams In plank orientation. Load bearing wall above 1Y"TJ®Rim Board or � g ) 1Y4"or 1 Y"T'mb) rSt ride LSL. Joist may be shifted up to 3"if Use B11 or B2 at One 10d(0.128"x 3") floor panel edge is supported P WARNING 8d(0.113"x 2Y2") nail into each flange and pan rating is note exceeded. O B4 intermediate bearings nail each side.Drive With load) bearing or Joists are unstable until braced laterally Bracing Includes: ti Do not cut joist flanges. • Blocking Sheathing RED q "from a Plumbing Drop g s g Strut Lines p,N nails at an angle at braced/shear wall g '( �C Rim Joist End Of jOIStS • Hangers • Rim Board • P1 2 from above � �a 3Y2'minim m of supportne L2 / COLUMN BASE 3 " Also see detail B2 1/4 minim m d b ring intemledia a bearing single-fame y at plica' Ins 5Y4"may required -� for maximum H1 . I Shear transfer:�Connections equivalent capacity o '� r to floor panel nr Iling scheduleEl El • �/ r9 0-9743-� (�� Rim to TJI®Joist o / DO NOT walk on joists DO NOT walk on joists DO NOT stack building op N E� A"TJ®Rim Board, ® o • until braced. that are lying flat. materials on unsheathed 1 " ® TJI 560 rim joist:Toe o / 1/ or 1 Y2'TimberStrand LSL. Additional joist is required if ` INJURY MAY RESULT. joists.Stack only over nail with 10d(0.128"x o WARNING NOTES: TJI®110 rim joist: nails,one each side floor panel edge is unsupported L4 :. .4:: . i beams or walls. P2 One 10d(0.131"x 3")natf into ®. . ® or if span rating is exceeded. 4. - Exterior Deck Lack of proper bracing during construction can result in serious each flange TJI joist flange TJI 560 o LA DO NO use sawn g o Attachment accidents.Observe the following guidelines: floor joist /umberfr�rrim 1.All blocking, TJ1 Details 210,230,and 360 rim joist: Structural g,hangers,rim boards and rim joists at the end supports of the TJI*joists must be completely installed and ne 16d(0.135"x 3Y")nail into INSTALLATION TIPS o sheathing board or blocking, properly nailed. ELEVATED as shrink each flange. •Subfloor adhesive will improve floor performance,but o Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be COLUMN BASE ® P P 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. 1 Y4"minimu b ring With depths>16",use TJI 360 rim joist. may not be required. o Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. To View p Without this brawn buckling sideways or rollover is highly probable under light Locate rim board joint between joists. Safety bracing(1x4 engineered lumber. 9• 9 Ys gyp construction Toads-such as a worker or per• 1 Architecture }�'y� •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' one layer of unnailed sheathing. KVl l KaZel Al Ch1�eC l.11l e BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI'110 joists)and 4.Sheathing must be completely attached 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 1Y2'knockouts o H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 2 W1ndemere Court 6.The flanges must remain straight within 1/2"from true alignment. ` 1Ys"Tr Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with P.O. Box 169 1Y4"or 1 Yz"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 :`•°' •When joists are doubled at non-load bearing parallel (see WARNING). coating on this product may contain titanium dioxide.Wood dust and titanium dioxide are substances known Speonk,NY 11972 partitions,space joists apart the width of the wall for Bearing plate to be to the state of California to cause cancer.For more information on Proposition 65,visit .com/inform. Phone: 631-874-2925 Optional plumbing or HVAC. a "' flush with inside face SUSTAINABLE P3 non-shrink Fax: 631-874-7377 Drive nails at an See framing plan(if applicable}or of wall or beam grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). A-l"o FORE TRYA Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus keri@kazelarchitects.com side`of member at bearing, splitting of plate and Roof Framing, TJ-9000.For minimum Weverhaeuser0 Joist are registered trademarks of Weyerhaeuser NR. © 2020 1Y"minimum from end end and intermediate bearing lengths. Certified sourcing Weyerhaeuser NR Company. All rights reserved. Weyahatruser wwwsfipopramarg Date: September 9 2021 39_W= September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-91001, and the Deep Depth Trus Joist TJI Joist Installation Guide, T]-9006, which should be referenced for additional information. Scale: As noted D 3 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Project No. I i PLACE SSW PANEL OVER DRILL 2"DIAMETER x 1" PLACE SSW PANEL OVER THREADED NOTES: STEEL STRONG-WALL MODELS o O o o THE ANCHOR BOLTS AND DEEP HOLE OR NOTCH RODS AND SECURE WITH HEAVY HEX SECURE WITH HEAVY NUTS PROVIDED U STD.WALL -STK WALL HOEDOWN QTY.OF STEEL 2"x2"x1"DEEP MAX. IN (PROVIDED). USE w w MODEL MODEL H (in) T(in) ANCHOR TOP OF WALL HEX NUTS. (PROVIDED) STRONG-WALL SHEATHING&RIM JOIST. 1 1/4"WRENCH/SOCKET FOR 3/4"NUT z 1 ° ° ° ° „ o 0 0 0 „ „ NO. NO. BOLTS SCREWS USE 1Y4 WRENCH/SOCKET FOR 3/4' NUT SET LOWER NUT FLUSH 1 5/8 WRENCH/SOCKET FOR 1 NUT USE 15/" WRENCH/SOCKET FOR 1"NUT NAILING WITH TOP OF SHEATHING. NUTS SHALL BE SNUG TIGHT. SSW12x7 -- 80 3 1/2 (2)3/4" 4 BY OTHERS DO NOT USE AN IMPACT WRENCH. NUTS SHALL BE SNUG TIGHT. SSW BASE PLATE SHALL u � SSW15x7 -- 80 3 1/2 (2) 1" 6 DO NOT USE AN IMPACT WRENCH. FRAMING BY SIT FLUSH&LEVEL ON NUTS. SSW24 SSW18x7 -- 80 3 1/2 (2) 1" 9 OTHERS, JOIST HANGER SSW21x7 -- 80 3 1/2 (2) 1" 12 0 0 0 0 TYPICAL (IF REQUIRED) SIMPSON A34 EACH SIDE �-� L! Py SSW24x7 == 80 3 1/2 (2) 1"11 14 °. ° .44 a 1 4 SOLID BLOCKING BELOW 77��S�.-;W24 SSW12x7.4 85 1/2 3 1/2 (2)3/4 4 I a SEE(PTO TO SSW1 FOR • • • . STEEL STRONG-WALL SSW15x7.4 -- 85 1/2 3 1/2 (2) 1" 6 ANCHORAGE SOLUTIONS O O O O L�� SSW18x7.4 -- 851/2 31/2 (2) 1" 9 a°a °. WOOD FIRST-FLOOR SYMBOL LEGEND SSW21 SSW21x7.4 -- 85 1/2 3 1/2 (2) 1" 12 ° a �a. REGISTERED DESIGN PROFESSIONAL WALL CONNECTION KIT IS PERMITTED TO MODIFY DETAILS O O O O o 0 SSW24x7.4 -- 85 1/2 3 1/2 (2) 1" 14 FOR SPECIFIC CONDITIONS. I I o I : II :I I 's a . WALL -III-III-III- EARTH I ° I ° : I I a ° . f a I I MODEL WIDTH CONTENTS SSW12x8 -- - 93 1/4 3 1/2 (2)3/4" 4 a I I COUPLER NUT I I I ° (in) NO. SSW21 SSW15x8 SSW15x8 STK 93 1/4 3 1/2 (2)1" 6 I . d STRONG-WALL ON CONCRETE 4 AND THREADED I I I POURED CONCRETE .,z.:..:.:' OR 8 CMU BLOCK SSW18x8 SSW18x8-STK 93 1/4 3 1/2 (2) 1 9 12 SSW12-1KT EACH KIT CONTAINS: '�';.�-��-;'4�;..;,.• ;�: ;, �� Q�� RODS(INCLUDED I I ` I I - (1) SHEAR TRANSFER PLATE '''=•''"•`'~�•f"'•'' SSW21x8 SSW21x8-STK 93 1/4 3 1/2 (2) 1" 12 SECTION WITH SSW -1KT) ° P (with#14 SCREWS) = SSW18 SSW24x8 SSW24x8-STK 93 1/4 3 1/2 (2) 1" 14 I h - ° I I a 15 SSW15-1KT FOR 8"TO 12"BLOCK DEPTHS: PLACE SSW PANEL OVER " EXISTING STUD WALL I I I I (2) 3/4 x18 or 1 x 18' THREADED SSW12x9 -- 105 1/4 3 1/2 (2)3/4" 4 SIMPSON CS16 STRAPS REQUIRED THE ANCHOR BOLTS AND 1 4 e a 18 SSW18-1KT RODS ASTM A36) TO REMAIN Psswl WITH 10dx1'/z NAILS(0.148"x 1.5") SECURE WITH HEAVY SSW1 SSW1SEE SSW15x9 SSW15x9-STK 105 1/4 3 1/2 (2) 1' 6 SHIM BLOCK HEIGHTS GREATER SEE TO FOR SSW1S FOR ° 21 SSW21-1 KT (2) COUPLER NUTS HIEX NUTS. (PROVIDED) (2) HEAVY HEX NUTS _ EXISTING STUD WALL SSW18x9 SSW18x9-STK 105 1/4 3 1/2 (2) 1" 9 THAN 8"AND UP TO 10": ANCHORAGE SOLUTIONS ANCHORAGE INTERIOR ELEVATION -- -- 8 NAILS INTO BLOCK USE 1Y4'WRENCH/ SOCKET FOR 3/4"NUT Q�� SSW21x9 SSW21x9-STK 105 1/4 3 1/2 (2) 1" 12 81NT0 SSW NAILER STUD USE 1%8' WRENCH(/SOCKET FOR 1"NUT SOLUTIONS. 24 SSW24-1KT INSTALLATION INSTRUCTIONS TO BE REMOVED SSW15 SSW24x9 SSW24x9-STK 105 1/4 3 1/2 (2) 1" 14 SHIM BLOCK HEIGHTS GREATER NUTS SHALL BE SNUG TIGHT. REGISTERED DESIGN PROFESSIONAL ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY. SSW12A0 -- 117 1/4 3 1/2 (2)3/4" 4 THAN 10"AND UP TO 12": IS PERMITTED TO MODIFY DETAILS NEW 2x 4 OR 2x 6 „ 10 NAILS INTO BLOCK DO NOT USE AN IMPACT WRENCH. FOR SPECIFIC CONDITIONS. MODEL SSW -1 KT. EXAMPLE: SSW21-1 KT STUD WALL @ 16" O.C. 0 0 0 0 ros,�-�OT SSW15x10 SSW15A0-STK 1171/4 3112 (2) 1 6SW15 l� SSW18A0 SSW18x10-STK 117 1/4 3 1/2 (2) 1" 9 2x FLAT SHIM BLOCK 10 INTO SSW NAILER STUD #14 SCREWS TO o 0 0 0 _2x JOISTS SSW21x10 SSW21x10-STK 117 1/4 3 1/2 (2) 1" 12 ALTERNATE 1ST FLOOR WOOD FRAMING 7 PANEL WITH(PROVIDED I1DED PLATE. (PROVIDED STEEL @ 16"O.C. SHEAR TRANSFER JOISTS ABOVE r� SSW24A0 SSW24x10-STK 117 1/4 3 1/2 (2) 1" 14 LTP4 SPACING 4x SHIM BLOCK STRONG-WALL SSW12 SSW15A1 SSW15x11-STK 129 1/4 5 1/2 (2) 1" 6 BY OTHERS WITH SSW -iKT) 5 SSW18x11 SSW18x11-STK 129 1/4 5 1/2 2 1" 9 1 „ A5 SECTION / DETAIL WALL (PROFILES O • • • • • • • • ATTACH WITH SDS/4 x 4/2 • • • • • • • • RIM JOIST BLOCKING ATTACH SDS SCREWS 2ncd STORY REGISTERED DESIGN PROFESSIONAL � � I•. SSW21AI SSW21x11-STK 129 1/4 5 1/2 (2) 1" 12 SCREWS TO SHIM BLOCK BELOW SSW SSW24x11 SSW24x11-STK 129 1/4 5 1/2 (2) 1" 14 INSTEAD OF SDSYa"x 3Yi' TO SHIM BLOCK STfEEL STRONG-WALL ° IS PERMITTED TO MODIFY DETAILS =__________ S-1 BUILDING SECTION FOR SPECIFIC CONDITIONS. JOIST HANGER A5 SSW15x12 SSW15x12-STK 141 1/4 5 1/2 (2) 1' 6 0 0 0 o SCREWS PROVIDED. 0 0 (IF REQUIRED) SSW18A2 SSW18A2-STK 141 1/4 5 1/2 (2)1" 9 O O O O ADJACENT FRAMING O O O O SSW21x12 SSW21x12-STK 141 1/4 5 1/2 (2) 1" 12 BY OTHERS SHEAR Ti RANSFER PLATE FLOOR SHEATHING ' • ' ' 10 -0 . AND#14 SELF-DRILLING SCREWS WINDOW SSW24x12 SSW24x12-STK 141 1/4 5 1/2 (2) 1" 14 (PROVIDED TATH SSW -2KT). TABLE NOTES: SSW18A3 SSW18A3-STK 153 1/4 5 1/2 (2) 1" 9 2X FLAT SHIM BLOCK 4x SHIM BLOCK - - - - ELEMENTS ABOVE 1. SDS'/."x 3W SCREWS PROVIDED WITH WALL. „ a - - - - - SSW21x13 SSW21x13-STK 153 1/4 5 1/2 (2) 1 12 I a � FLOOR FRAMING AT 2'-0" 2. SEE SHEET SSW1 FOR ANCHORAGE SOLUTIONS. 4x SHAPED ° I ° OC MAX.WHERE FRAMING SSW24x13 SSW24x13-STK 153 1/4 5 1/2 (2) 1" 14 SOLID BLOCKING BELOW I d.° SHIM BLOCK 10d COMMONS I a I I a ° . . IS PARALLEL TO WALL, CRIPPLE SHEAR WALL, STEEL STRONG-WALL TO FRAMING I � - GIRDER / HEADER ABOVE (12"MAX. DEPTH BLOCKING AND STRAP BETWEEN FLOOR FRAMING a I INSTALL BLOCKING WITHIN STEEL STRONG-WILL MODELS 1 AT TALL END) BY OTHERS 10d COMMON NAILS (NOT PROVIDED) ( SHEAR TRANSFER 6"OF EACH END OF SSW. (NOT PROVIDED) BY OTHERS BLOCKING DEPTH SHALL LTP4 SPACING (LTP4 SHOWN) MATCH FLOOR FRAMING. POST DOWN RIM JOIST, BEAM, TOP PLATE BY OTHERS OR BLOCKING ATTACH SIDS SCREWS RIM JOIST EXTERIOR ELEVATION SECTION INTERCONNECTED COMBINATION <} SD SMOKE AND CARBONMONOXIDE IF APPLICABLE ATTACH SIDS SCREWS TO BLOCKING FIRST FLOOR AT WOOD FRAMING NOTES: V CO DETECTORS AS PER R314 OF THE 7/"MAXIMUM WOOD SHIM o 0 0 o TO SHIM BLOCK O a o o IRCONYS AND 915 OF THE IFCONYS SHEAR TRANSFER 1.USE WOOD FIRST-FLOOR ALLOWABLE LOAD TABLES FROM THE WITH SIDS Y4'x 3Y2"SCREWS. ADJACENT FRAMING BY(OTHERS STRONG-WALL CATALOG FOR THIS INSTALLATION. FOR SHIMS GREATER O O O O ADJACENT O O O O BY OTHERS (SIWPSON LTP4 SHOWN FOR PERPENDICULAR FLOOR FRAMING SPACED FRAMING ILLUSTRATION) AT 2'-0"OC MAXIMUM. WHERE FRAMING 2. USE ALTERNATE DETAIL 7 TO ACHIEVE MAXIMUM ON-CONCRETE REGISTERED DESIGN PROFESSIONA CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR S THAN 3/", SEE 5 BY OTHERS SSW2 MAINTAINING JOB SITE SAFETY DURING THIS PHASE 1/4 HOLE...TO ATTACH Sg� IS PARALLEL TO WALL INSTALL ALLOWABLE LOADS. IS PERMITTED TO MODIFY DETAILS OPTIONAL BLOCKING OR O O RAKE WALL CRIPPLE WALL BLOCKING WITHIN 6"OF EACH END OF 3. FOR TWO-STORY STACKED STEEL STRONG-WALLS WITH WOOD FOR SPECIFIC CONDITIONS. OF WORK&SHALL COMPLY WITH ALL APPLICABLE FRAMING SIDS Y4"x 3Y"SCREWS STEEL STRONG-WALL. BLOCKING DEPTH FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: (INCLUDED WITH WALL) FIRST FLOOR, USE ALTERNATE DETAIL(9�- BUT NOT LIMITED TO BUILDING CODES, OSHA ATTACH TOP OF WALL TO TOP PLATES 1.SHEAR TRANSFER REGISTERED DESIGN PROFESSIONAL SHALL MATCH FLOOR FRAMING DEPTH. REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS PF:E-ATTACHED WITH SDS'/."x 3'/"SCREWS(PROVIDED) 2.OUT OF PLANE LOADING EFFECT IS PERMITTED TO MODIFY DETAILS FIRST STORY 4. REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR SHEAR TRANSFER MATERIAL REMOVAL&DISPOSAL. WOOD STUDS 3. INCREASED OVERTURNING AND DRIFT FOR SPECIFIC CONDITIONS. STEEL STRONG-WALL FROM RIM JOIST TO SILL PLATE AND SILL PLATE TO FOUNDATION. STEEL PANEL DUE TO ADDITIONAL HEIGHT. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND HOLESPREDRWRI IN OPTIONAL PILOT HOLE TOP OF WALL HEIGHT ADJUSTMENTS 5 TWO-STORY STACKED FLOOR SECTION 8 FIRST FLOOR AT WOOD FRAMING 1O ALL CLAMS, DAMAGES, LOS ESAND EXPENSES AGAINSTTHEIR AGENTS&EMPLOYEES FROM AND STUDS 1=0R WIRING. � o 0 0 o ITEMS LISTED ABOVE.ARISING OUT OF OR RESULTING FROM ANY OF THE PREFABRICATED HOLES IN STEEL PLACE SSW PANEL OVER THREADED DRILL 2"(DIAMETER x 1" O O O PANEL. (VARY WITH EACH MODEL) DEEP HO)LE OR NOTCH RODS AND SECURE WITH HEAVY HEX THE CONTRACTOR SHALL VERIFY ALL FIELD ADDITIONAL CUTTING OF STEEL 2"x2"x1"DEEP MAX.IN NUTS(PROVIDED). USE HEADER BY OTHERS. 16d COMMON NAILING. SEE SIDE ADDITIONAL 1-1/8"DIAMETER WALL OR ENLARGING OF EXISTING 1 5/8"WRENCH/SOCKET FOR 1"NUT VIEWS FOR SPACING. CONDITIONS AND NOTIFY THE ARCHITECT OF ANY HOLES MAY BE DRILLED THRU_ HOLES NOT PERMITTED. SHEATHIING&RIM JOIST. NUTS SHALL BE SNUG TIGHT. 2 PLY 2x12 MIN WITH�" WOOD STUDS AT ANY HOLE O O O O o 0 0 oPL CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE LOCATION MATCHING AN , , • , . . . . . . . . . . SET TOIP NUT FLUSH OR 2APLY /4x1 BETWEEN M N. LVL WITH TOIP OF SHEATHING. DO NOT USE AN IMPACT WRENCH. s , � „ RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. SSW BASE PLATE SHALL 2 PLY LVL SHOWN SCREWSINSTALL . SE/E'S SIDE VIEWS THE ARCHITECT SHALL BE HELD HARMLESS BY ANY OBROUND HOLE:IN SIT FLUSH&LEVEL ON NUTS. • • • ( ) AGENCY FOR ANY"ERRORS&OMISSIONS"ON STEEL PANEL FLANGE. 2 5 FOR NUMBER& SPACING SSW2 SSWL ALTERNATE SIMPSON A34 EACH SIDE ° ° ° ELECTRICAL BUSHINGS NOTE: (SCREWS BY INSTALLER) THESE DOCUMENTS. MULTI-PLY HEADERS MAY BE AT ALL ROUND MECHANICAL HOLES. USED WITH STEEL STRONG- THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 11"DIAMETER • • • • SOLID BLOCKING BELOW WALL FOR WIND DESIGNS OR REGISTERED DESIGN PROFESSIONAL "METHODS&MEANS"OF CONSTRUCTION. THE STANDARD ARCHITECT IS NOT RESPONSIBLE FOR FIELD O O O O THREADED RODS STEEL STRONG-WALL IN SEISMIC DESIGN CATEGORIES IS PERMITTED TO MODIFY DETAILS REGISTERED DESIGN PROFESSIONAL_ STEEL STRONG-WALL oS ((PROVIDED WITH A-C(IBC&IRC)ONLY FOR SPECIFIC CONDITIONS. SUPERVISION. IS PERMITTED TO MODIFY DETAILS o 0 0 0° AT 2nd FLOOR • - FOR SPECIFIC CONDITIONS. SSW 2KT) ,4 il` 4 OR 7 = O O O 0 ° � SDSY4'x3Yz"SCREWS SSW2 SSW2 ALTERNATE PROVIDED WITH WALL w DRILL 1 1/16"MAX DIAMETER SSW FOR SHIMS GREATER HOLE IN DOUBLE TOP SSW MULTI-PLY HEADER CROSS SECTION �� �c 1 8 PLATE FOR RODS 5 RE A yj )1 THAN 7/8"SEE S 5 O SSW1 O SINGLE-STORY SSW ON CONCRETE 2 ATTACH TOP OF SSW TO 1*MIN TOP PLATES WITH "� a / 9 ° MAXIMUM UPPER PANEL SHEAR SDS'/4'x 3'/z"SCREWS z r 3 O INSTALL SIDS 1/4"x3 1/2"SCREWS GARAGE HEADER 2 OR 5 SHEAR TRANSFER SSWnrz ROD LENGTH REDUCTION FACTOR (PROVIDED WITH SSW) HORIZONTALLY THROUGH LVL OR ROUGH OPENING HEIGHT SSW2 SSWnrz ALTERNATE DESIGN&DETAILS 18 INCHES 1.00 2 x LUMBER HEADER PLYS. 4 SCREWS BY OTHERS 21 INCHES 0.94 TOTAL FOR SSW12, 6 SCREWS TOTAL 0 9743-� �O MODEL H ROUGH HEAVY HEX NUTS TOP 4 FOR SSW15, SSW18,SSW21 AND SSVN24. OPENING SSW STK OPTION ROD LENGTH IS TOTAL OF FLOOR , , , , , , , AND BOTTOM (PROVIDED OF NEB No. CURB HEIGHT (FACTORY INSTALLED) JOIST DEPTH PILUS TOP PLATES WITH SSW -2KT). NUTS SHALL O2 SIDS 1/4"x3 1/2"SCREWS PROVIDED SSW12x7 3Y"MIN WIDTH PLUS SHIM THICKNESS. BE SNUG TIGHT. DO NOT + WITH WALL HEADER BY USE AN IMPACT WRENCH. OTHERS.FOR O3 FASTEN PLYS TOGETHER WITH 16d 0 0 0 0 SSW15x7 5 s 7 -1/z COMMON NAILS AT 16 O.C.ALONG EACH SSW18x7 MULTI-PLY HEADER INTERIOR ELEVATION SSW21x7 6�� 7�_2„ REQUIREMENTS EDGE OF BEAM. SSW24x7 11 O O O O SSW15x8 SEE SSW2 1 ° 2x HEADER PLYS SHALL MATCH HEADER 5Yi' 8'-23/a" SHEAR TRANSFER PLATE 4 15/32"SHEATHING BETWEEN SSW18x8 O O AND#14 SELF-DRILLING SCREWS 0 0 0 o DEPTH AND EXTEND FULL WIDTH OF SSW21x8 6" 8'-3Y4, 0 0° o 04 (PROVIDED WITH SSW -2KT) SSW24x8 O O STACKED WALL ORY RIM JOIST STEEL STRONG-WALL SSW, MINIMUM. SEE SHEET SSW4 . . . . . . (SSW18 SHOWN) 1.THE HEIGHT OF THE GARAGE CURB FIRST STORY WALL: CONNECTOR KIT SIDE VIEW ABOVE THE GARAGE SLAB IS CRITICAL =oF FOR GARAGE PORTAL ADD-STK TO MODEL SEPARATELY. j :, , ,.: SSW WITH MULTI-PLY HEADER KA-ZEt FOR THE ROUGH HEADER OPENING AT SYSTEM WHEN SSWP-KT MODEL SSW -2KT. _ _oa= IS SPECIFIED NAME. ° EXAMPLE:SSW21-2KT SHEAR TRANSFER --;---- --- AR�HITMTURE. GARAGE RETURN WALLS. EXAMPLE: SSW21x9-STK o 0 0 o BY OTHERS • 2. SHIMS ARE NOT PROVIDED WITH O O O O (LTP4 SHOWN) STEEL STRONG-WALL. 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 3. FURRING ON UNDERSIDE OF GARAGE o ° POST&POST ° ° 4 REGISTERED DESIGN PROFESSIONAL MULTI-PLY HEADERS 11 Phone: 631-874-2925 Fax: 631-874-7377 HEADER MAY BE NECESSARY FOR LESSER ROUGH OPENING HEIGHTS. BASE DETAIL SSW2 O O O O IS PERMITTED TO MODIFY DETAILS keri@kazelarchitects.com IL-2- BY OTHERS FOR SPECIFIC CONDITIONS. 1.STEEL STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY"SIMPSON STRONG-TIE COMPANY, INC." REGISTERED DESIGN PROFESSIONAL m 10d COMMON NAILS HOME OFFICE:5956 W. LAS POSITAS BLVD. ,PLEASANTON, CA 94588 TEL: (800)999-5099, FAX: (925)847-1597. Proposed Home for: IS PERMITTED TO MODIFY DETAILS _� (NOT INCLUDED) "SIMPSON STRONG-TIE COMPANY, INC."IS AN ISO 9001 REGISTERED COMPANY. DJ Custom Homes FOR SPECIFIC CONDITIONS. TWO-STORY STACKED 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. ° ° U ° WALL CONNECTION KIT 0 0 0 0 3.THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE • WALL BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM 265 Arshamomaque Avenue 4 . . . . . . . . . WIDTH MODEIL CONTENTS THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER. SSWnr2 ° (in) NO' 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. Southold, New York 11971 GARAGE WALL OPTION 'I GARAGE WALL OPTION 2 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY Town of Southold 15 SSW15-21KT EACH KIT CONTAINS: COMPONENTS FOR THE STEEL STRONG-WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND,THEY SHALL BE BROUGHT FOR GARAGE WALL OPTION 2 II` I I `, ._I I ^• II . (1)SHEAR TRANSFER PLATE TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. County of Suffolk NOTE: If I I I I 18 SSW18-2tKT (with#14 SCREWS) 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF 7-FT. HIGH STEEL STRONG-WALL MODELS REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: 1. SHEAR TRANSFER 4 OR 7 a 21 SSW21-2KT (2)1"x 48"THREADED RODS(ASTM A36) MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIIER. SCTM #: 1 OOO-S 6-2-14 FEMA: X ARE 80 ,2' TALLER THAN 7-FT. HIGH WOOD q II a. aI - . REGISTERED DESIGN PROFESSIONAL (6)HEAVY HEX NUTS 7.SIMPSON STRONG-TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS,AND MODELS STRONG-WALL SHEARWALLS 2.OUT OF PLANE LOADING EFFECT SSW2 SSW 12 ALTERNATE INSTALLATION INSTRUCTIONS 3. INCREASED OVERTURNING AND DRIFT DUE IS PERMITTED TO MODIFY DETAILS 24 SSW24-2K(T EXTERIOR ELEVATION WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. Simpson Steel TO ADDITIONAL HEIGHT. FOR SPECIFIC CONDITIONS. 8.ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. ALTERNATE GARAGE WALL OPTIONS 3 TWO-STORY STACKED - 6 TWO-STORY STACKED FLOOR FRAMING 9 NOTES 12 Strong-Wall Details 3 E E L S 7 EN'tO M 00' V U, A L RK M 1 9/21/2009 2006 IBC REVISIONS Date: April 16, 2024 FRAMING DETAILS 2 4/16/2014 2012 IBC REVISIONS Scale: As noted D4 ENGINEERED DESIGNS 3 8/08/2016 2015 IBC REVISIONS project No.