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HomeMy WebLinkAbout50320-Z �o4�oF souTyO!° Town of Southold * * P.O. Box 1179 c 53095 Main Rd umv N � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45985 Date: 02/20/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 540 The Greenway East Marion, NY 11939 Sec/Block/Lot: 3 0.-2-43 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/28/2023 Pursuant to which Building Permit No. 50320 and dated: 02/08/2024 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 a.covered front entry, finished basement with a full bath, covered rear porch with upper deck and an outdoor kitchen as applied for. The certificate is issued to: Greenway LI LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1505 ELECTRICAL CERTIFICATE: 24-96964 11/30/2024 PLUMBERS CERTIFICATION: Exceptional Services 2/05/2025 utho ' e Si nature �S�fFol��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy . 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#: 50320 Date: 2/8/2024 Permission is hereby granted to: Klei, Laurie 1 Steers Ave Northport, NY 11768 To: Construct a new single-family dwelling with rear deck and HVAC system as applied for per SCHD approval. At premises located at: 540 The Greenway, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-43 Pursuant to application dated 12/28/2023 and approved by the Building Inspector. To expire on 8/9/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,398.50 CO-NEW DWELLING $100.00 Total: $3,498.50 Building Inspector y Certificate of Compliance ................................................:..........................:............:....................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 11� P: (631) 598-5610 ................ 202�' ......................................................................................................................................................... .:..� . CERTIFIES THAT 4 Upon the application of Upon premises owne Greenway LI LLC/Laurie Brilliant Electric'' Klei � ''�' 20 Pratt Oval 540 The Greenway Glen Cove , NY 11542- East Marion, NY 11939 . Located at: 540 The Greenway, East Marion, NY 11939 Application Number* 24-96964 Certificate#:'24-96964 Electrical License#: 40896ME Section: 30 Block:,2 Lot: Building Permit M 50320/503211 43 50671 Described as a Residential occupancy, wherein the'premises electrical system consisting of electrical devices and wiring, described'below, located in/on the premises at: New Single Family Dwelling w/Rear Deck/ HVAC/ Detached Accessory Garage Apartment w/ Attached Pergola /Covered Patio/..Inground Swimming Pool A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in'accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 30th day of November 2024 Name QTY Power Panel-200 Amp, 240V 1 ARC-Fault-'20 Amp, 120V 15 AC Condenser 30 Amp, 220V 2 Motion Light Fixture- 15 Amp, 120V `1 „ GFI Receptacle 15 Amp, 120 V '16' ; Feet Tape Lighting - 15/2 Amp, 120/12 V 16 . Pool Panel -60 Amp, 240V 1 Electrical Inspector: Anthony Giordano „.al„.............. � ;APPROVED,o � . Certificate of Compliance ; CERTIFIED'ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE 'AMITYVILLE, NY 11701 P: (631)'598-5610 ............................................................................................................................................................................................... CERTIFIES-THAT Upon the application of Upon premises owned by Brilliant Electric Greenway LI LLC/Laurie 20 Pratt Oval Klei 540 The Greenway. Glen Cove , NY 11542' East Marion,,NY 11939 Located at: 540 The Greenway, East Marion; NY 11939 Application Number#: 24-96964 .Certificate#: 24-96964 Electrical'License#: 40896ME Section: 30 Block: 2 Lot: Building Permit#; 50320/503214 43 50671 Name QTY AC Blower- 15 Amp, 220V 2. ARC-Fault- 15 Amp; 120V' 20 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Dishwasher Circuit-,20 Amp, '120V 1 Duplex Receptacle,-'I 5 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 57 Exhaust Fan - 15 Amp, .7 Exhaust Hood,- 15'Amp,;120V 1 - Furnace/Motor(4) Circuit-20 Amp, 120V 1. GFI Circuit Breaker-20 Amp, 220V 3 LV Lighting Transformer- 15/2 Amp, 120/12'V 2 Electrical Inspector: Anthony Giordano VaICAt!!lryA/ Certificate of Compliance ..........................................................................:............................................._......_......:....................................................... -,CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 .............................................................P ...�631.).598-561.�.............................................................. ; CERTIFIES THAT Upon the application of Upon premises owned by Brilliant'Electric Greenway'LI LLC/ Laurie 20 Pratt Oval Klei Glen Cove , NY 11542 540 The'Greenway East Marion, NY 11939 Located at: 540 The Greenway, East Marion, NY.11939 Application Number#:24-96964' 'Certificate,#: 24-96964 Electrical License#: 40896ME Section: 30 Block: 2 -Lot: Building Permit#: 50320/50321 L 43 50671 Name QTY Meter-200 Amp,'240V 1 Meter-200 Amp, 240V 1 Pool Receptacle- 20 Amp, 240V 1 Power Panel -200 Amp,,240V 1 . Recessed Fixture- 15 Amp, 120V 157 Service Disconnect-200 Amp, 240V _ 11 Service Disconnect'- 200 Amp, 240V 1 ' Service Feeder=200 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 7 Swimming Pool Bonding 1 Switch - 15'Amp, 120V 1 Electrical Inspector: Anthony Giordano Va nCALnp;;��� Certificate of Compliance .............................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 ............................................. (.6.31.) 5.2.8.-.5.6.19.............................................................. ............ . ......................... CERTIFIES THAT Upon the application of Upon premises owned by Brilliant Electric Greenway LI LLC/Laurie '20 Pratt Oval Klei540 The Greenway Glen'Cove , NY 11542 East Marion, NY 11939 Located at: 540 The Greenway, East Marion, NY 1193.9 Application Number#: 24-96964 Certificate#: 24=96964 Electrical License#: 40896ME Lot: Building Permit#: 50320[50320 Section: 30 Block: 2,� 43 50671 Name QTY Switch - 15 Amp, 120V 24 UG Service Feeder-200 Amp, 240V 1' ' Electrical Inspector: Anthony Giordano CAL x .......... 4� jOSaIf j r•:. Tolephono(631)765.1802 Town Hall Annex 54375 Main Road P.0.Box 1179 N Southold.NY 11971-0959 -! 4v ;? s, � %� `��!-t1i1 ' :�rrst!• BUILDING DEPARTMENT TOWN OF SOUTHOLD CE,,11TIFICKno Date:V2, 1't Z� Building Permit No. Onmer• G r'e-Q nA, (-- (Please print) PIumber: (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 5- day of 20 0�_ ?rotary Public, �q�,�, County KORATTIKARA V.THOMAS Notary Public,State of New York No.01 TH6199563 Qualified in Nassau County Commission Expires January 20,2029 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 540 The Greenway,East Marion Test Date 1/14/2025 Building Permit#: Compliance Pathway Performance Test Completed by: Chistopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume El Conditioned Basement Basement 1680 18480 '❑ Conditioned.Crawl Space - 1st 1680 16934 0 Sealed Attic 2"d 1664 16773 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765, xcept that conditioned floor Attic 10072 area includes areas where a ceiling height is less than 5 Total Volume 62259 CFM @50 pa 755.E ; Air changes/hr@50 0.73 Code Compliance: Pass X46- Duct Tightness: Post-Construction Test-Total Duct Leakage System-1: Within.Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa . CFM/100 ftZ CFA Code Compliance: All building envelope tightness has been verified and,coriducted in accordance with RESNET/ICC 380-ASTM E779 or ASTM E1827, as required by 2018 IECC as amended by the 2020 New York State Supplement, section R402.4:1.2. The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section.R403.3.4. -Signature: Date: 1/14/2025 - Chrisfopmr Silvia,Nome Energy Solutions OF SO(/THOIo # # TOWN OF SOUTHOLD BUILDING DEPT. comm, 631-765-1802 ®3y 0 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Vol DATE kp )-� >J-1 INSPECTOR OE 500tyo� # TOWN OF SOUTHOLD BUILDING DEPT. �y000rm,N�' 631-765-1802 ;p INSPECTp N [ ] FOUNDATION 1ST [ ROUGH P [ ] 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: V cul J 00��lvk vve%-vv-f� ip YKAV v O DATE GA0601 INSPECTOR OF SO�I�o �o TOWN OF SOUTHOLD BUILDING DEPT. coorm��' 631-765-1802 !;.30 INSPECTION [ ] FOUNDATION 1ST/ REBAR" [ ] GH 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 C 1 WI�IA �✓ O{�v REMARKS: t � � SCE �(�i"� �► � js VNc� DATE INSPECTO *Of SOpTh° # * ' TOWN OF"SOUTHOLD BUILDING DEPT. _ y ,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG'. [ ]- FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ -]- FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]-- FIRE RESISTANT CONSTRUCTION : [ ] FIRE RESISTANT PENETRATION [ . ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE .C/O [ ] RENTAL REMARKS: DATE l INSPECTOR Kra 4 - r a., •��r.�q.= wars��.r , r ,. s r w i Z r 1. Ll PA , . • 4� Ml- ci :ill // - •oaf t, I C v • ti Kt ,*w__ jell I. 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Load Short Form Job: 540 The Greenway 1�W�"1ghtsoft* Date: 12/18/23 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 540 The Greenway, East Marion, NY 11939 Design Information Htg Cig Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity (%) 35 50 Moisture difference (gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) . AH1_1stFl/Base 3360 27905 19579 1200 1200 AH2 2nd Floor 1663 22548 15670 800 800 Entire House 5023 50453 34807 2000 2192 Other equip loads 6586 926 Equip. @ , 1.00 RSM 35733 Latent cooling 6097 TOTALS I 5023 I 57039 i 41830 i 2000 I 2192 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r lght sofv 2023-Dec-19 10:19:44 Right-Suite®Universal 2022 22.0.05 RSU20822 Page 1 iolm ...rightsoft HVAC\540 The Greenway_East Marion.rup Calc=MJ8 Front Door faces:NE J Load Short Form Job: 540 The Greenway 1fVrl`Ih$ +0 Date: 12/18/23 AH1 1stF1/Base By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 540 The Greenway, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity (%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZWB 42-3 Cond RA1636AJlNA AHRI ref Hot Water Coil ATQ2-1224 Coil RH1T3621 MTANJA AHRI ref Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 152000 Btuh Sensible cooling 25200 Btuh Heating output 61858 Btuh Latent cooling 10800 Btuh Temperature rise 47 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.061 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 1st Floor 1680 16880 17697 726 1080 Basement 1680 11025 3843 474 234 AH1_1stFl/Base 3360 27905 19579 1200 1200 Other equip loads 6586 926 Equip. @ . 1.00 RSM 20505 Latent cooling 5840 TOTALS i 3360 I 34491 I 26345 I 1200 I 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Vt rights®fC`^ 2023-Dec-1910:19:44 b��:�,.F,h-. a�.�.� Right-Suite®Universa1202222.0.O5RSU20822 Paget rightsoft HVAC\540 The Greenway_East Marion.rup Cale=MJ8 Front Door faces:NE Load Short Form Job: 540 The Greenway we, h I Date: 12/18/23 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 540 The Greenway, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZWB 42-3 Cond RA1624AJlNA AHRI ref Hot Water Coil ATQ2-1515 Coil RH 1 T2417STANJAUSA AHRI ref 7940891 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 152000 Btuh Sensible cooling 16800 Btuh Heating output 42974 Btuh Latent cooling 7200 Btuh Temperature rise 49 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Master Suite 795 11068 11528 393 547 2nd Floor 869 11480 6965 407 331 AH2_2nd Floor 1663 22548 15670 800 800 Other equip loads 0 0 Equip. @ 1.00 RSM 15670 Latent cooling 2148 TOTALS i 1663 i 22548 I 17818 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. UVFI"igll'IYso♦r 2023-Dec-19 10:19:44 ; .<rr Right-Suite®Universal 202222.0.05 RSU20822 Page3 wr rfr,^ rightsoft HVAC\540 The Greenway East Marion.rup Calc=MA Front Door faces:NE Load Short Form Job: 540 The Greenway V11`l �1 �3t Date: 12118/23 7St Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 540 The Greenway, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD (7) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load. Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 3 74 669 763 29 47 Bedroom 3 266 3068 2124 132 130 Entry Dining 524 4608 3561 198 217 Family Room 283 3821 4785 164 292 Kitchen 503 4715 6464 203 394 Pwdr Rm 30 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. liilfl°ightsoft- 2023-Dec-19 10:19:44 am•rm w. w.r Right-Suite®Universal 2022 22.0.05 RSU20822 Page 4 ...rightsoft HVAC1540 The Greenway_East Marion.rup Calc=MJ8 Front Door faces:NE 1st Floor 1680 16880 17697 726 1080 Other equip loads 0 0 Equip. @ 1.00 RSM 17697 Latent cooling 1930 TOTALS I 1680 I 16880 I 19627 I 726 I 1080 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r 111 rilgtf craft. 2023-Dec-1910:19:44 '+ y +•r .. Right-Suite®Universal 2022 22.0.05 RSU20822 Page 5 ...rightsoft HVAC\540 The Greenway_East Marion.rup Calc=MJ8 Front Door faces:NE Load Short Forum Job: 540 The Greenway �`� Date: 12/18/23 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 540 The Greenway, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD ff) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference (gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Hall 101 324 602 11 29 Bath 4 64 895 421 32 20 Bath 5 50 160 31 6 1 Bedroom 4 249 4367 2685 155 127 Bedroom 5 261 4358 2555 155 121 Foyer OTB 58 1101 617 39 29 Stairwell 85 275 54 10 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri-g1Ytsaft- 2023-Dec-19 10:19:44 .. x�,a�w•.w+nv' v� Right-Suite®Universal 2022 22.0.05 RSU20822 Page rightsoft HVAC\540 The Greenway East Marion.rup Calc=MJ8 Front Door faces:NE 2nd Floor 869 11480 6965 407 331 Other equip loads 0 0 Equip. @ 1.00 RSM 6965 Latent cooling 1103 TOTALS I 869 I 11480 I 8068 I 407 I 331 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 0- - - lNirightsoft- 2023-Dec-1910:19:44 + Right-Suite®Universal 2022 22.0.05 RSU20822 Page AC ...rightsoft HVAC\540 The Greenway_East Marion.rup Calc=MJ8 Front Door faces:NE Load Short Form Job: 540 The Greenway iNflhiSl � Date: 12/18/23 Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 540 The Greenway, East Marion, NY 11939 i Design Information Htg Cig Infiltration Outside db (OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (OF) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity (%) 35 50 Moisture difference (gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 2 92 509 11 22 1 Bedroom 1 262 2432 1141 105 70 Bedroom 2 271 2331 896 100 55 Mech Rm 116 0 0 0 0 Rec Room 940 5753 1795 247 110 Basement 1680 11025 3843 474 234 Other equip loads 0 0 Equip. @ 1.00 RSM 3843 Latent cooling 2018 TOTALS I 1680 I 11025 I 5862 I 474 I 234 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i1KiFf'ightsaf o 2023-Dec-1910:19:44 Right-Suite®U niversal 2022 22.0.05 RSU20822 Page 8 ...rightsoft HVAC1540 The Greenway_East Marion.rup Calc=MJ8 Front Door faces:NE Load Short Form Job: 540 The Greenway Wry � ' Date: 12/18/23 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 540 The Greenway, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db ff) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity (%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 6 439 6699 7949 238 377 Bath 6 194 2909 2230 103 106 Bed6 WIC 161 1461 1349 52 64 Master Suite 795 11068 11528 393 547 Other equip loads 0 0 Equip. @ 1.00 RSM 11528 Latent cooling 1045 TOTALS I 795 I 11068 I 12573 I 393 I 547 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4*ilVF1'ights0t' 2023-Dec-1910:19:44 Al Right-Suite®Universal 2022 22.0.05 RSU20822 Page ...rightsoft HVAC1540 The Greenway_East Marion.rup Calc=MJ8 Front Door faces:NE Basement 4z4 4x4. 8 x 4 10x4 "7, r 10x12 8,x12 Bedroom 1 105,cfm. Mech Rrn 8.x 4 6 x 4u_ 82 cfm 16 x 12 4x12 4x 4x12 10x1 10x12 Bath'2 6x 12 &��20x 12 474 cfm 12 x 4 6 x 4 82 cfm 22 cfrri '4. 4" Rec Room 8x4 . ` 1�00 cfm 8 x 4 - 4z12 ' 12 x 4 82 cfm L4x- ' Bedroom 2 , 8x4. Job#: 540 The Greenway Home Energy Solutions Inc. Scale: 1 : 78 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite®Universal 2022 540 The Greenway Huntington,NY 11743 22.0.05 RSU20822 East Marion,NY 11939 Phone:631-673-0664 2023-Dec-19 10:21-04 gdlamay3@gmail.com ...540 The Greenway_East Marion.rup 1st Floor 66 cfm '47 cfm 146^cfm 146 cfm Bath 3 Bedroom 3 Family Room Pwdr-Rrri 66 cfm 1080 cfm fi97 cfm 106 cfm Entry,Dining 'Kitchen 1'9T cfm - 9 Job#: 540 The Greenway Home Energy Solutions Inc. Scale: 1 :78 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite(g)Universal 2022 540 The Greenway Huntington,NY 11743 22.0.05 RSU20822 East Marion,NY 11939 Phone:631-673-0664 2023-Dec-19 10:21:04 gdlamay3@gmail.com ...540 The Greenway_East Marion.rur 2nd Floor 77 cfm 5 z R 1=Qx12 . 5 14 x 12 64 cfm 106 cfm Bedroom 5 I 6 Bed6 WIC .., Bath 5, 'Bath 6 4 x 12 6 cfrn �16 x 12 77 cfm 8°x 12 10 x 12 366 cfm 527 cfm,- 5 " 39 f 2nd Fl Hall -' cm . 4- • 29 cfm Foyer OTB 1 89`cfm 4x12 Bedroom 6 10 cfm g 4 x 12 ,; Stairwell Bedroom 4 77 dm, �; J Bath 4 189,cfm 32`cfm 77 cfm' Job#: 540 The Greenway Horne Energy Solutions Inc. Scale: 1 : 78 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right-Suite@)Universal 2022 540 The Greenway Huntington,NY 11743 22.0.05 RSU20822 East Marion,NY 11939 Phone:631-673-0664 2023-Dec-19 10:21-05 gdlamay3@gmail.com ...540 The Greenway_East Marion.ruK Manual S Compliance Report Job: 540 The Greenway ' Wrlightsof Date: 12118123 AH1 1stRIBase By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 540 The Greenway, East Marion, NY 11939 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 20505 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.2°F Latent gain: 5840 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 26345 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1NA+RH1T3621MTANJA Actual airflow: 1200 cfm Sensible capacity: 29456 Btuh 144% of load Latent capacity: 5615 Btuh 96% of load Total capacity: 35071 Btuh 133% of load SHR: 84% Heating_Equ_i_pment________ Design Conditions Outdoor design DB: 8.0°F Heat loss: 34491 Btuh Entering coil DB: 66.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Bosch Thermotechnol Model: ZWB 42-3 Actual airflow: 1200 cfm Output capacity: 61858 Btuh 179%of load Meets all requirements of ACCA Manual S. wrightsoft- 2023-Dec-19 10:19:44 �°► ,nag Right-Suite®Universal 2022 22.0.05 RSU20822 Page 1 ...rightsoft HVAC\540 The Greenway_East Marion.rup Calc=MJ8 Front Door faces:NE Manual S Compliance Report Job: 540 The Greenway wr i6htsoftl- Date: 12/18/23 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com t Project • • For: 540 The Greenway, East Marion, NY 11939 Cooling Equipment r Design Conditions Outdoor design DB: 84.0°F Sensible gain: 15670 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.2°F Latent gain: 2148 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 17818 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RH1T2417STANJAUSA Actual airflow: 800 cfm Sensible capacity: 22131 Btuh 141% of load Latent capacity: 2730 Btuh 127% of load Total capacity: 24861 Btuh 140%of load SHR: 89% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 22548 Btuh Entering coil DB: 71.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Bosch Thermotechnol Model: ZWB 42-3 Actual airflow: 800 cfm Output capacity: 42974 Btuh 191%of load Meets all requirements of ACCA Manual S. 41- - Wrightsof t— 2023-Dec-19 10:19:44 Right-Suite®Universal 2022 22.0.05 RSU20822 Paget rightsoft HVAC\540 The Greenway_East Marion.rup Calc=MJ8 Front Door faces:NE •.� Duct System Summary Job: 540 The Greenway �`���� A f. Date: 12/18/23 AH1 lstF1/Base By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 540 The Greenway, East Marion, NY 11939 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.36 in H2O 0.36 in H2O Available static pressure 0.44 in H2O 0.44 in H2O Supply/return available pressure 0.372/0.068 in H2O 0.372/0.068 in H2O Lowest friction rate 0.087 in/100ft 0.087 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 503 ft SupplyDetail Table- Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 509 22 1 0.124 3.2 44 ShMt 21.3 280.0 st4 Bath 3 c 763 29 47 0.173 3.9 44 ShMt 15.7 200.0 st7 Bedroom 1 h 2432 105 70 0.156 5.4 4x 8 ShMt 23.0 215.0 st5 Bedroom 2 h 2331 100 55 0.098 5.8 4x 8 ShMt 33.3 345.0 st4 Bedroom 3 h 1534 66 65 0.135 4.7 44 ShMt 45.0 230.0 st7 Bedroom 3-A h 1534 66 65 0.138 4.7 44 ShMt 34.0 235.0 st7 Entry Dining C 1781 99 109 0.135 5.7 48 ShMt 55.7 220.0 st7 Entry Dining-A C 1781 99 109 0.128 5.7 48 ShMt 82.0 210.0 st7A Family Room C 2392 82 146 0.170 6.0 48 ShMt 19.3 200.0 st6 Family Room-A C 2392 82 146 0.153 6.2 4x 10 ShMt 33.3 210.0 st6 Kitchen C 3232 101 197 0.144 7.0 412 ShMt 48.0 210.0 st6A Kitchen-A C 3232 101 197 0.126 7.2 412 ShMt 86.0 210.0 st7 Rec Room h 1918 82 37 0.153 5.0 46 ShMt 28.3 215.0 st5 Rec Room-A h 1918 82 37 0.154 5.0 46 ShMt 27.0 215.0 st4 Rec Room-B h 1918 82 37 0.087 5.6 12x 4 ShMt 41.0 385.0 st4A 4id- wrightsoft 2023-Dec-1910:19:44 rr..� ..w.•,» .La.. Right-Suite®Universal 202222.0.05RSU20822 Pagel +5+x ...rightsoft HVAC\540 The Greenway_East Marion.rup Calc=MJ8 Front Door faces:NE SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 266 489 0.144 734 9.8 12 x 8 ShtMetl st2 st6A Peak AVF 101 197 0.144 592 7.0 12 x 4 ShtMetl st6 st7A Peak AVF 99 109 0.128 326 5.7 12 x 4 ShtMetl st7 st7 Peak AVF 460 591 0.126 709 10.8 12 x 10 ShtMetl st2 st2 Peak AVF 726 1080 0.126 810 13.5 12 x 16 ShtMetl st4 Peak AVF 287 128 0.087 574 8.9 12 x 6 ShtMetl SO st5 Peak AVF 187 106 0.153 561 6.8 12 x 4 ShtMetl st1 st1 Peak AVF 474 235 0.087 569 10.7 12 x 10 ShtMetl st4A Peak AVF 82 37 0.087 247 5.6 12 x 4 ShtMetl st4 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 474 235 76.7 0.088 569 10.7 12x 10 ShMt rt1 rb1 Ox 0 726 1080 77.3 0.087 648 14.6 12x 20 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1200 1314 0.087 657 15.7 12 x 24 ShtMetl wt`r<ghtro 2023-Dec-19 10:19:44 ` w . m°*4e* Right-Suite®Universal 202222.0.05RSU20822 Page ,omrightsoft HVAC\540 The Greenway_East Marion.rup Calc=MA Front Door faces:NE Duct System Summary Job: 540 The Greenway Wr1��1t Date: 12/18/23 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 540 The Greenway, East Marion, NY 11939 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.340/0.140 in H2O 0.340/0.140 in H2O Lowest friction rate 0.094 in/100ft 0.094 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 513 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk 2nd FI Hall c 602 11 29 0.126 4.0 OX 0 MtFx 49.3 220.0 st9 Bath 4 h 895 32 20 0.094 4.0 OX 0 MtFx 68.7 295.0 st8 Bath 5 h 160 6 1 0.132 1.9 12x 4 ShMt 38.3 220.0 st10 Bath 6 c 2230 103 106 0.110 6.0 OX 0 MtFx 24.3 285.0 st11 Bed6 WIC c 1349 52 64 0.165 5.0 OX 0 MtFx: 6.3 200.0 st11 Bedroom 4 h 2183 77 64 0.101 5.3 12x 4 ShMt 50.3 285.0 st8 Bedroom 4-A h 2183 77 64 0.106 5.0 Ox 0 MtFx 61.3 260.0 st8 Bedroom 5 h 2179 77 61 0.134 5.0 Ox 0 MtFx 19.3 235.0 st10 Bedroom 5-A h 2179 77 61 0.106 5.0 OX 0 MtFx 30.3 290.0 st10 Bedroom 6 c 3975 119 189 0.118 8.0 OX 0 MtFx 37.0 250.0 st11 Bedroom 6-A c 3975 119 189 0.101 8.0 OX 0 MtFx 51.7 285.0 st11 Foyer oTB h 1101 39 29 0.154 4.0 OX 0 MtFx 36.0 185.0 st9 Stairwell h 275 10 3 0.102 4.0 OX 0 MtFx 59.0 275.0 st8 SupplyDetail Table. Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st10 Peak AVF 407 331 0.094 611 10.0 12 x 8 ShtMetl st3 st8 Peak AVF 196 150 0.094 589 7.6 12 x 4 ShtMetl st10 st9 Peak AVF 51 58 0.126 425 5.0 0 x 0 MetlFlx st10 st11 Peak AVF 393 547 0.101 657 11.0 12 x 10 ShtMetl st3 st3 Peak AVF 800 878 0.094 753 13.3 12 x 14 ShtMetl lYf`ITgIIitSdr " 2023-Dec-19 10:19:44 Ir'°"r` w�•,�,.k,�,w���.w=r Right-Suite®Universal 202222.0.O5 RSU20822 Page ...rightsoft HVAC\540 The Greenway_East Marion.rup Calc=MJ8 Front Door faces:NE D Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 434 527 149.7 0.094 633 11.0 12x 10 ShMt rt2 rb2 Ox 0 366 351 148.7 0.094 549 9.6 12x 8 ShMt rt2 Return Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt2 Peak AVF 800 878 0.094 659 13.3 12 x 16 ShtMetl - - W I°ilghtsaft- 2023-Dec-19 10:19:44 Right-Suite®Universal 2022 22.0.05 RSU20822 Page rightsoft HVACN540 The Greenway_East Marion.rup Calc=MJ8 Front Door faces:NE THE MICHAEL LORBER TEAM AT DOUGLAS ELLIMAN REAL ESTATE uw ALL •. �`4 T �■ THl =■ WAY, "T MAR ■N NouglasEliman sue, � ,�� ;► IN iIt 4 c$.r&�"'�1er!. i * �� f�t a. ;iIII:` BNA _ ,� � ,�• r t � 1 } ' lk IA us alccc auccr ;onn, m Hunt;„ EI I QA .� ••,I e , � � '���jj#�.">r._"�;"�! `e�`a RA yl' • . • • ••- -•• -. . • • .tip►:- Svc► : AZ ek Jo 7 p��^�"�". g J" M�` • -• ••• • • •• • • k 1 l �'`!r j .�;� ,� y � � tl,� � � � i �� ;, tl lj � � �'., ut ��/ � ��:,4. a �t. 54 ��� '-. T��N15TORV "'AR7 �91 I�� I1 :�a -- �� , h i � �� � ' 1 .; ` ,`! i' .: �i�� r I I ►���+ i .� �y• ..� �. 1 T if l M F - I a i I K 3i r Located in the charming hamlet of East Marion, the Pebble Beach Farm community features a tree-lined entrance and a stunning private beach on the Long Island Sound. In addition, the community offers tennis, bocce, and basketball courts. Residents can take advantage of beautiful sunsets, farm-to-table dining, nearby vineyards, and vibrant nightlife, all just a short distance away. 1. - elliman.com Web# L3580870 s, ! 't s • a y { t 4 n 5 • a,, 4 • r, f :e r ry J ' r r ^�� � y �i �k t t 1; - y i �f wTHE MICHAEL O . ; . TEAM AT DOUGLAS ELLIMAN REAL ESTATE � y iWLY�9" Sty w:�pUa } M. NO f s� bat v i _ I STRATEGIC KNOWLEDGEABLE RESOURCEFUL Top 1.5%of Agents Nationwide,2024' Accredited Buyer Representation(ABR)" O. a Scan the OR code to view ALEXIS MEADOWS available listings. LIC. ASSOC. R.E. BROKER } M 631-988.8193 O 631.288.6244 alexis.meadows@elliman.com @ DouglasEMman *REALTRENDS+TOM FERRYAMERICA'S BEST REAL ESTATE PROFESSIONALS.**NATIONAL ASSOCIATION OF REALTORS,2488 MAIN ST.P.O.BOX 1251,BRIDGEHAMPTON,NY 11932.631.537.5900 S TED HEREIN IS INTENDED FOR INFORMATION PURPOSES ONLY.WHILE THIS INFORMATION IS BELIEVED TO BE CORRECT.IT IS REPRESENTED SUBJECT TO ERRORS,OMISSIONS,CHARGES OR WITHDRAWAL WITHOUT DOUGLAS ELLIMAN REAL ESTATE.ALL MATERIAL NOTICE.ALL PROPERTY INFORMATION IN LIMITED TO SOUARE FOOTAGE,ROOM COUNT,NUMBER OFBEDROOMS ANOTHE SCHOOL DISTRICTIN PROPERTY LISTINGS SHOULD BE VERIFIED BY YOUR OWN ATTORNEY,ARCHITECT OR ZONING EXPERT,IF YOUR PROPERTYSCURRENTLYLISTEDWTHANOTHERREALESTATE BROKER,PLEASE DISREGARD THIS OFFER IT IS NOT OUR INTENTION TO SOLICIT THE OFFERINGS OF OTHER REAL ESTATE BROKERS.WE COOPERATE WITH THEM FULLY,EOUAL HOUSING OPPORTUNITY.tatCLUDING,BUT NOT 1 f 1 FIELD INSPECTION REPORT DATE COMMENT FOUNDATION (1ST) - ----- ---'- -- -- _ _ — -- --- ® � ------------------------------------ ---- FOUNDATION (2ND) -- --- _ (--I cn �.m ROUGH FRAMING& --- 1 PLUMBING -, --__—.-- — r INSULATION PER N. Y. — ---- STATE ENERGY CODE • om Volt/ FINAL ADDITIONAL COMMENTS - -- .eC n G�7 3 8, on -- d� Rk-c - Z 2- It - 2S yec'do of�tr -+ 1 �e�>�✓i c, Cer i �o�o�ufFoc,r�oU TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 'y • �� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn.Rov Date Received APPLICATION FOR BUILDING PERMIT 2 For Office Use Only PERMIT NO. 50 32 0 Building Inspector: `J DEC Z%.I 2023 Applications and.forms must be filled out in their entirety.Incomplete , ,* applications,will,noti'be accepted,'Wherethe Applicant,is not the owner,anfi 'ppWn C,i O'wner's,Author'izafion form(Page 1)shall lie completed. Date:02/06/24 7, d _✓� OWNER(S)'OF PROPERTY Name:MICHAEL ORLANDO SCTM# 1000-030.00-02.00-043.000 Project Address:540 THE GREENWAY EAST MARION, NY Phone#:516 238 3946 Email:M.ORLANDO@AOL.COM Mailing Address: 11 LIVINGSTON STREET BAY SHORE, NY 11706 CONTACT PERSON IT` t Name:MICHAEL ORLANDO Mailing Address: 11 LIVINGSTON STREET BAY SHORE, NY 11706 Phone#:516 238 3946 Email:M.ORLANDO@AOL.COM DESIGN PR61F,8 LONAL;INFORMATION z° F�� 9 Name:TODD O'CONNELL Mailing Address: 1200 VETERANS MEMORIAL HWY STE. 120 HAUPPAUGE, NY Phone#:631 650 6666 Email:PERMITS@ TOCARCHITECTS.COM ,F. gas . CONT,RACTOR1NFORMATION.-';' = �u: . . Name:RUSH BUILDERS INC Mailing Address:PP 309 ISLIP, NY 11751 Phone#:516 238 3946 Email:M.ORLANDO@AOL.COM .. e r _ . DESCRIPTION OF.PROPOSED CONSTRUCTION `. . tee,.. . `,. ...� .z..» RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ®Yes El 1 PROPERTY INFORMATION Existing use of property:VACANT LOT Intended use of property: RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. �, f, C Check'Box'After Reading the, professional is responsible for all drainage and storin'water issues,as provided by` r Chapter 236 ofthe Town'Code.=APPLICATION IS'HEREBY,MADE to the Building Department for ti e;issuance of a Building.Per mit-pursuant.tolhe euildinjibnne Ordinance of the Town of Southold,Suffolk,County New York and other applicable Lawn Ordinances or Regulations,for the,construction of buildings, additions;alterations oil&removal'or demolition as herein describgd The'agpUcaritagrees to complyiwitf all applicable lawe;:or8inances,building code; '{ housing code and regulations and to admit authorized i'nspe'ctors on premises and in buildings)for,necessary'inspeetions.False statements made`Herein`are urnshatile as a Class A misdemeanor, ursu' to Section 21 0 45 of theMew Yolk State feral Law Application Submitted By(print name): ( 444A 51- "VfLAWpO ❑Authorized Agent Owner Signature of Applicant: _ Date: 7 /0 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified In Suffolk County COUNTY OF f-rQLY--j COrrlMISS10h Expires April 14,2 M�[,"AEI, 0(ZLANDO being duly sworn,deposes and says that(s)he is the applicant (Name of individual signi`n�g contract) above named, ` (S)he is the O 41rF?--- (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this J� day of "rvL 20!�l ►''r Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Y 'tr Telephone 631 765-1802 Town Hall Annex �,„y+ �� P ( ) 54375 Main Road ¢ Fax(631)765-9502 P.O. Box 1179 W Southold, NY 11971-0959 i BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 12 -2 I —23 Owner: 0 V Location of Property: '54 6)w VN A-4 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): ►�'I c�7 �� ��" 1�' p� Capacity(c ck applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 - a Paragon Abstract, Inc. 200 Corporate Plaza, Suite 203, Islandia, NY 11749 (631)234-1100* Fax#(631)234-1899 February 2, 2024 Harry F. George, Esq. 2631 Merrick Road, Suite 406 Bellmore, New York 11710 RE:Title No. : Para-55148 Premises : 540 The Greenway, East Marion, NY 11939 Greetings Mr. George: Enclosed please find the amended Single and Separate Search adding the Limited Liability Clause. If you have any questions, or if we can be of any further assistance, please do not hesitate to contact the undersigned. Thank you. Very truly yours, Paragon Abstract, Inc. By: Sharon Cole Title Officer Paragon Abstract, Inc. 200 Corporate Plaza,Suite 203, Islandia,NY 11749 Phone No. (631)234-1100-Fax No. (631)234-1899 September 27,2023 Harry F. George, Esq. 2631 Merrick Road Suite 406 Bellmore, New York 11710 Re: Title No. Para-55148 Premises: 540 The Greenway, East Marion NY 11939 (Suffolk County) Owner(s): Nancy Weber, an individual owner and Thomas Klei, as guardian of the property of Laurie Klei, an incapacitated person Buyer(s): Darius Mroczkowski and Michael Orlando Reference: Mroczkowski, etal. from Weber, an individual owner,,etal. Dear MR.: Please see the attached Original Single and Separate Search requested for the-above referenced_ matter. 1 If you have any questions, or if we can be of any further assistance, please do not hesitate to contact the undersigned. Thank you. Very truly yours, Paragon Abstract, Inc. Jeanine Schneider sc/JS Encl. Senior Title Officer 1 PARAGON ABSTRACT,INC. 200 Corporate Plaza,Suite 203 Islandia,NY 1174.9 Tel.(631)-234-1100• Fax(631)-234-1899 State Of.New York) Title No.Para-55148 )ss: County of Suffolk) PARAGON ABSTRACT,INC. certifies that.a search made of the records of the County Clerk of the County of January 1956 to date(8116/23),with reference to a request for a determination of proving single and.separate ownership and the following has been.found- District 1.000 Section 030.00 Block 02.00 Lot 043.000 THAT the records indicate the following chains of title as to the subject premises: (SEE ATTACHED). Dated: September 26,2023 Swo o before me this Paragon Abstract, Inc. Day7f eptember 26,2023 by: V4D G sc►+IFFMAN Je a Schneider eriior Title Officer No.o?xssveo7sL\ 11A "f" inSuHnt4 County ission Suffolk Aug 27,20 IMPORTANT-READ CAREFULLY: THIS REPORT IS NOT AN INSURED PRODUCT OR SERVICE OR A REPRESENTATION OF THE CONDITION OF TITLE TO REAL PROPERTY. IT IS NOT AN ABSTRACT,LEGAL OPINION,OPINION OF TITLE,TITLE INSURANCE COMMITMENT,OR ANY FORM OF TITLE INSURANCE OR GUARANTY. THIS REPORT IS ISSUED EXCLUSIVELY FOR THE BENEFIT OF THE APPLICANT THEREFOR,AND MAY NOT BE USED OR RELIED UPON BY ANY OTHER PERSON. THIS REPORT MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT FIRST AMERICAN'S PRIOR WRITTEN CONSENT. FIRST AMERICAN DOES NOT REPRESENT OR WARRANT THAT THE INFORMATION HEREIN IS COMPLETE OR FREE FROM ERROR,AND THE INFORMATION HEREIN IS PROVIDED WITHOUT ANY WARRANTIES OF ANY KIND,AS-IS,AND WITH ALL FAULTS. AS A MATERIAL PART OF THE CONSIDERATION GIVEN IN EXCHANGE FOR THE ISSUANCE OF THIS REPORT, RECIPIENT AGREES THAT FIRST AMERICAN'S SOLE LIABILITY FOR ANY LOSS OR DAMAGE CAUSED BY AN ERROR OR OMISSION DUE TO INACCURATE INFORMATION OR NEGLIGENCE IN PREPARING THIS REPORT SHALL BE LIMITED TO $25,000.00 RECIPIENT ACCEPTS THIS REPORT WITH THIS LIMITATION AND THAT FIRST AMERICAN WOULD NOT HAVE ISSUED THIS REPORT BUT FOR THE LIMITATION OF LIABILITY DESCRIBED ABOVE.FIRST AMERICAN MAKES NO REPRESENTATION OR WARRANTY AS TO THE LEGALITY OR PROPRIETY OF RECIPIENTS USE OF THE INFORMATION HEREIN. I VARIANCE SEARCH Title No. Para-55148 SUBJECT PREMISES: District 1000 Section 030.00 Block 02.00 Lot 043.000 May Cooper Francisco Dated: January 20, 1956 To Rec'd: February 1, 1956. Arthur L.R. Francisco and Helen T. Francisco,his wife Liber:4063 cp 332 NOTE: Cover premises and more. Arthur L.R. Francisco and Helen T. Francisco,his wife Dated: October 31, 1972 To Ree'd: November 10, 1972 Pebble Beach Realty Inc. Liber: 7279 cp 489 NOTE: Cover premises and more. Pebble Beach Realty,Inc. Dated: January 5, 1979 To Rec'd: January 12, 1979 Ronald A.Ricca and Sheila C. Ricca,his wife Liber: 8566 cp 306 Ronald A. Ricca and Sheila C. Ricca,his wife Dated: September 25, 1986 To Rec'd: December 3, 1986 Laurie W.Klei and Nancy I. Weber Liber: 101.82 cp 88 PREMISES TO THE SOUTH: District 1000 Section 030.00 Block 02.00 Lot 042.000 May Cooper Francisco Dated: January 20, 1956 To Rec'd: February 1, 1956 Arthur L.R. Francisco and Helen T. Francisco Liber: 4063 cp 332 NOTE: Cover premises and more. Dated: September 26,2023 Sworn to before me this Paragon Abstract, Inc. Day of September 26,2023 by: .� ine Schneid6Cr Senior Title Officer VID G SCNIFFMAN Notary►ubtk•State of New York No,OISC4993075 Quablied m SuNoik County '3 My Commiswon.Lap!t"Aug 27,20A Y VARIANCE SEARCH Contd.... Title No.Para-55148 Arthur L.R. Francisco and Helen T_Francisco Dated: October 31, 1972 To - Rec'd: February 1, 1956 Pebble Beach Realty Inc. Liber: 7279 cp 489 NOTE: Cover premises and more. Pebble Beach Realty,Inc. Dated: March 7, 1980 To Rec'd: March 17, 1980 Michael B.Russell and Carol Russell,his wife. Liber: 8792 cp 505 Michael.B.Russell and Carol Russell, his wife Dated: July 28, 1986 To Rec'd: August 14, 1986 Thomas Ryan and Alice Ryan,his wife Liber: 10.10.1 cp 137 Thomas Ryan and Alice Ryan,his wife Dated: February 4, 1993 To Rec'd: March 29, 1993 Alice Ryan Liber: 11623 cp 335 Alice-Ryan Dated: June 11, 1998 To Rec'd: June 18, 1998 Barbara Milone Liber: 1.1900 cp 106 Barbara Milone Dated: July 8, 2022 To Rec'd: August 16,2022 Welsh620 LLC Liber: 13169 cp 444 Dated: September 26,2023 Sworn to before me this Paragon Abstract,Inc. Day of September 26,2023 IMPORTANT-READ CAREFULLY: THIS REPORT IS NOT AN INSURED PRODUCT OR SERVICE OR A REPRESENTATION OF THE CONDITION OF TITLE TO REAL PROPERTY. IT IS NOT AN ABSTRACT,LEGAL OPINION,OPINION OF TITLE,TITLE INSURANCE COMMITMENT,OR RM OF TITLE INSURANCE OR GUARANTY. THIS REPORT IS ISSUED EXCLUS Y FOR THF�B EFIT OF THE APPLICANT THEREF by: �f ine Schneider Senior Title Officer fD G SCNiFFMAN Notary Puhfic•State of New Yak NO.OISC4998075 Quititiea n+Suffolk County My Comrn'%von EaAve%Aug 27,10$ 3 ,y �y VARIANCE SEARCH Cont'd.... Title No. Para-55148 PREMISES TO THE NORTH: District 1000 Section 030.00 Block 02.00 Lot 045.000 May Cooper Francisco Dated: January 20, 1956 To Rec'd: February 1, 1956 Arthur L.R. Francisco and Helen T. Francisco,his wife Liber:4063 cp 332 NOTE: Covers premises and more. Arthur L.R. Francisco and Helen T. Francisco, his wife Dated: October 31,2022 To Rec'd: November 10, 1972 Pebble Beach Realty Inc. Liber: 7279 cp 489 NOTE: Covers premises and more. Pebble Beach Realty,Inc. Dated: November 10, 1978 To Rec'd: November 16, 1978 Thomas J. Dagger,Jr.and Anne V. Dagger,his wife Liber: 8534 cp 433 Thomas J. Dagger,Jr.and Anne V:Dagger,his wife Dated: December 29, 1099 TO Rec'd: February 9,2000 Thomas Healy and Joann Healy,his wife Liber: 12019 cp 680 Joann Healy as sole surviving tenant by the entirety of Thomas Healy,who died on February 6,2003 Dated: July 4,2013 To Rec'd: November 20,2013 Thomas J. Healy, William P. Healy, Liber: 12753 cp 354 Michael J.Healy and Robert S.Healy, as tenants in common and Joann Healy, as to a Life Estate interest Dated: September 26,2023 Sworn to before me this Paragon Abstract, Inc. Day of September 26,2023 by: T ine Schneider G SCHIFFMAN Senior Title Officer Natary ufrtic-Stato of New Yak N0,01SC4998075 QuatifieC fn Suttoik County My CDv)nlM10—Fagile%AIR 27,20ft VARIANCE SEARCH Cont'd.... Title No. Para 55148 Thomas J. Healy, William P. Healy, Dated: November 9,2015 Michael J. Healy,Robert S. Healy To Rec'd: November 23,2015 Robert A. Scheidet and Cheryl E. Scheidet, husband and wife Liber: 12841 cp 913 PREMISES TO THE EAST(ROAD): District 1000 Section 030.00 Block 02.00 Lot 1.3.1.000-- THE GREENWAY May Cooper Francisco Dated: January 20, 1956 To Rec'd: February 1, 1956 Arthur L.R. Francisco and Helen T.Francisco,his wife Liber:4063 cp 332 NOTE: Covers premises and more. Arthur L.R. Francisco and Helen T. Francisco,his wife Dated: October 31. 1972 To Rec'd: November 10, 1972 Pebble Beach Realty,Inc. Liber: 7279 cp 489 NOTE: Covers-premises and more. Pebble Beach Realty,Inc. Dated: December 30, 1975 TO Rec'd: January 7, 1976 Pebble Beach Farms Lot Owners Association,Inc. Liber: 7969 cp 315 PREMISES TO THE WEST: District 1000 Section 035.00 Block 02.00 Lot 001.000 Floyd F.King Dated: November 17, 1956 To Rec'd: November 29, 156 Floyd F.King Jr. Liber:4221 cp 436 NOTE: Covers premises and more. Dated: September 26,2023 Sworn to before me this Paragon Abstract,Inc. Day of September 26,2023 by; a J ine Schneider Senior Title Officer 0 0 G SCNI MAN Nota btic-State pf New Yorlt NO.OISC4998075 . 5 Qualified in Suffolk County My Commnti;on Expire%Aug 27.204a VARIANCE SEARCH Cont'd..... Title No. Para-55148 Floyd F. King Jr. Dated: July 22, 1996 To Rec'd: August 28, 1996 Susan E. King as Trustee of the Floyd F. King Jr.Trust Grantor Retained Annuity Trust dated April 11, 1996 Liber: 11789 cp 749 NOTE: Covers premises,and.more. William A.King and Robert H. Turner, Dated: June 3,2019 as Successor Co-Trustees of the Floyd F.King,Jr. Grentor Retained Annuity Trust dated April. 11, 1996 To Rec'd: December 19,2019 William A. King and Robert H. Turner, as tenants in common Liber: 1.3040 cp 986 NOTE: Covers premises and more. LAST OWNER FOR SUBJECT PREMISES Dated: September 26,2023 Sworn to before me this Paragon Abstract,Inc. Day of Se tember 26,2023 �ineSchnetcer Senior Title Officer AVID 0 SCfifFF":27. PuClic-State of No.DISC499807 Qualified.is Suffolk C My Commission Expires Au616 Policy Number: Date Entered: 11/10/2 02 3 ® DATE(MMIpDIYYYYi ACCORLY CERTIFICATE OF LIABILITY INSURANCE 11/10/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ios) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME Dynamic Coverage Inc PHONE FAX 18 Silver Beech Lane Arc (631)369-6098 Ic,No: (631)369-5889 E-MAIL ADDRESS:Beth@DY g namiccovera einc.com Baiting Hollow, NY 11933 INSURERS)AFFORDING COVERAGE NAIL 9 INSURER A: Evanston INSURED Rush Builders Inc. INSURER 6: INSURER C PO BOX 309 INSURER D Islip, NY 11751 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSD WVO POLICY NUMBER MIDOIYYYY MMIDDNYYY A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE ❑OCCUR 3AA573292 6/6/2023 6/6/2024 PREMISES Esocewence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY S 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY JEa 7 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY Ee aCClderli $ ANY AUTO BODILY INJURY(Per person) S OWNED SCHEDULED BODILY INJURY(Per accident) S DREUTOS ONLY NO DIANED S AUTOS ONLY AUTOS ONLY Per accident) S -1 P I UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTIONS _ S WORKERS COMPENSATION ITET STATUTE ER AND EMPLOYERS'LIABILITY Y ANY PROPRIETORIPARTNERIEXECUTIVE ❑ NIA E L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be ana ched if more space is required) Owner: Head of the Harbor LI, LLC Location: 19620,Soundview Ave,Southold, NY 11971 CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 111971-0959 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD p RECEPT SUFFOLK COUNTY GOVERNMENT DEPARTMENT OF LABOR, LICENSING,AND CONSUMER AFFAIRS ACTING COMMISSIONER JENNIFER CABRERA P.O. BOX 6100, HAUPPAUGE, NY 11788 (631)853-4600 Today Date: 12/12/2023 Application: H-56308-REN01 , License#: H-56308 Application Type: Horne improvaiiient License Renewal Receipt No. 516684 Payment Method Ref. Number Amount Paid Payment Date Cashier ID Comments Credit Card $400.00 12/11/2023 PUBLICUSER50669 Total: $400.00 Contact Info: RUSH BUILDERS INC DARIUSZ MROCZKOWSKI PO BOX 309 ISLIP, NY 11751 Work Description: .W a Suffolk county Dept.of l Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name I DARIUSZ MROCZKOWSKI Business Name This certifies that the Rush Builders Inc J bearer Is duly licensed License Number 1-1-56308 by the County ofsuffolk issued: 01/05l2016 Je4,.,,.i f'e,�-C,,yrera, Expires: 01/01/2026 Commissioner SURVEY OF PROPERTY o� LOT 105- MAP OF �� PEBBLE BEACH FARMS, SHEET 2 �� ry FILED:JUNE 1 1, 1975-MAP NO. 6266 SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. TAX MAP NO.: 1000-030.00-02.00-043.000 ?j LOT AREA: 22,396.80 S.F. (0.514 ACRES) Yo Yo 0 DATE SURVEYED:JUNE 16, 2023 0 as T N 0 N -ELEVATIONS REFER TO NAVD88 m -ZONING:R40 -NO WETLANDS OR SURFACE WATERS WI�HIN 300' -NO WELLS WITHIN 1 50'OF SUBJECT PRC ERTY LAND N/F CHERYL&ROBERT SCHEIDET D RESIDENCE-PUBLIC WATER m m z D 0 0 0 30 60 LOT 106 Z m Feet Z n o 0 1 m N66028'10"E I / 290.88 1 Tro - SCALE: 1 INCH= 3 O FEET W I 0.9'N 4'METAL FENCE 0.3'N m/ ��' MON.FND. I S c s 1 J // // /// 0) 111 x 1 O ° oI IT] O /� �/ / Z N Q -TI r I x —44— 3 1 4?Ss LOT 105 // / N n 2ii z / Y m v 0 I N / -TESTHOLE Pp �xm n 3 0 SA I ° // EL.41.54 / �S� z w f=Tl i I r97�) zO > D ozO �0 I MON.FND. � x4 MON.FND. S� FzIke m 290.86 ?e ? ° 9 0> 9q S66 28'1 O"W 'U oD s D 0 v n c r m z = m LOT 104 60'WIDE n Or RESIDENCE-PUBLIC WATER PUBLIC RIGHT OF WAY .N LAND N/F WELSH620 LLC 0 `o wy U_ TEST HOLE(NOTTOSCALE) MCDONALD GEOSERVICES Y�� o DATE:JUNE 16.2023vo �x j GRADE ELEV.41.54 0.5' OL DARK BROWN LOAM d LEGAL NOTES: 1.COPYRIGHTZO22AJCLANOSURVEYING PUC.ALLRIGHTS RESERVED. SM VARIOUS COLORS N 2.UNAUTHORIZED ALTEPATION OP.ADDITION TO TH15 SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S 5EAL IS A VIOLATION OF SECTION 7209. SILTY SAND SU&DIVISION 2.OF NEW YORI(STATE EDUCATION LAW. 13'7�-7,'��'(� C � 3.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEALARE GENUINETRUEAND CORRECTCOPIES OFTEE SURVEYORS ORIGINAL WORK IF V V 1 1 YI x=L ANDOPINION. 4.CERTIFICATIONS ON THIS BOUNDARYSURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENTE%ISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORKSTATEASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMITED TO PERSONS U �r1 F{ FOR Sc BROWN CLAYEY a WHOM THEBOUNDARY SURVEY h1AP IS PREFAB'cD.TO'fHETITLE COMPANY.T07HEGOVERNMENTAL AGENCY.PNDTOTHELENDINGINSTTIJiIONLISTED ON R MID SLJ°R4�lEl�IIN`G ,V'�r '+ l THIS BOUNDARY SURVEY MAP. SAND 5.THE CERTIFICATIONS HEREINARE NOTTRANSFERABLE 6.THE LOCATION OFUNDERGROUND IMPROVEMENTS OR ENCROACHMENTSARE NOTALWAYS KNOWNAND OFTEN MUST BE ESTIMATED.IFANY C w�. UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXISTORARE5HOWN.THE IMPROVEMENTS Oft ENCROACHMENTSARE NOTCOVEP.ED SYTHIS SURVEY. 3 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR ASPECIFIC PURPOSE AND USE AND THEREFORE 30' 0 AR w HQNE. 6b3 "'V""I"C7-99 3 ENOTINIENDEDTOGUIDETHEERECTONOFFENCES.RETAININGWALLS.POOLS.PAT MI OSPLANGAREAS.ADDRIONSTOBUILDINGS.ANDANYOTHERTYPE BROWN FINETO OFCONSTRLOTION. W MAKEFS SP MEDIUM SAND ;n B.ONLY SURVEYS SEARING 36' y MAIL: IN O ILAirl' VEYING�COM UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETIONS,ADDRIONS.AND CHANGES. y 9.PROPERTY CORNER MONUMENTS WERE NOT SETAS PART OF THIS SURVEY UNLESS OTHERWISE NOTED. NO WATER ENCOUNTERED IO.ALL MEASUREMENT5 REFERTO U.S.SURVEY FOOT. U SITE INFORMATION: CODE WORK NOTES: 540 THE GREENWAY EAST MARION, NY PROPOSED OWTS, FUJI-CLEAN NITROGEN REMOVAL WASTEWATER TREATMENT'SYSTEM BEACOL TOWN OF SOUTHAMPTON YSTEM NO 6'`� r MODEL #CENT ALARMROLLER BLOWER AIR t C-) (V IA R C H T Y l:C-f 5 BASEMENT: 1,680 SQ. FT. MPRE55ED `' Cj wU^ = AODD O EONNP LC. ELECTRICAL FEEDER AND AIR SUPPLY HOSE 120 VOLT AIR LINE TO M FIRST FLOOR: 1,680 SQ. FT. C ` (GON EGTIOD owns TODD O'CONNELL, AIA SECOND FLOOR: 1,680 SQ. FT. 1200 Veterans Memorial Highway a 2" SCH. 40 PVC VENT PIPE FROM THE OWTS TO A MINIMUM -INSULATED NOTE: OF 10 FEET AWAY AND MIN 12" ABOVE GRADE ENCLOSURE Suite120 -ALL UTILITIES AND LINES TO BE PROTECTED FROM HAZARDS, Hauppauge,NY 11788 TO BE FLAGGED AND MARKED SLOPE PIPE BACK TO OWTS. VENT SHOULD BE 3 FEET FROM P(631) 650-6666 BEFORE EXCAVATION. WINDOWS AND INCLUDE A CARBON FILTER CONTROL PANEL AND BLOWER DETAIL C (516)658-0325 NOTE: ® CONTROL PANEL AND REMOTE AIR COMPRESSOR -RESIDENCES WITHIN 150 FEET OF ALL LOCATION FOR OWTS, APPROXIMATE, VERIFY WITHr �:rf ri;i:�r;c. �•r;; PROPERTY LINES OF SUBJECT PARCEL ARE OWNER PRIOR TO INSTALLATION oos I 1 sod SUPPLIED BY PUBLIC WATER o -RESIDENCES WITHIN 150 FEET OF ALL ❑ SEWER CLEANOUT AT FACE OF BUILDING TYPICAL CONCRETE D15TRBUTION BOX I O OM Cy, PROPERTY LINES OF SUBJECT PARCEL ARE IF A COVER WEIGHS LESS THAN 60 LBS A SECONDARY � I � 4�` �0 CONNECTED TO INDIVIDUAL SEPTIC -ALL WETLANDS WITHIN 300' OF THE SAFETY LID OR DEVICE SHALL BE PROVIDED. CONSULT RESIDENCE- PROPERTY DEPICTED (NO WETLANDS) MANUFACTURER FOR SPECIFICATIONS. NO-E:CLEANOUT PUBLIC -NO RECORDED EASEMENTS ON DESIGN CALCULATIONS: ''"""°°° MUST SEPTICBE INSTALLED N L ON WATER I I 0.27935 SUBJECT PROPERTY PER TABLE 8 OF THE SUFFOLK COUNTY �� AT FACE OF BUILDING. IF -ELEVATIONS IN NAVD88 DATUM STANDARDS FOR APPROVAL OF PLANS AND INSTALLED AT EXTERIOR 40.0 42.0 I I -NUMBER OF BEDROOMS: 6 CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS ° IT MUST BE TO GRADE. 44.0 I -DIAL 811 FOR UTILITY MARK-OUT PRIOR �� 1 o.9'N N66 2810E 4'METAL FENCE I POOL 44.0 / 290.88 1 �o I m FOR SINGLE-FAMILY RESIDENCES I _ - - o.3'N / - - EQUIPMENT _ - _ - 1 . TO ANY EXCAVATION. - - x .arr I l 6 4p MON.FND. 1 g 1 r REQUIRED DAILY FLOW RATE: I J 74 o 6-BEDROOMS - 660 GALLONS PER DAY I �; / �r - �` - -- - - - - - - / o I N I I RESIDENCE- # I PROP.WATER LINE I I PUBLIC Q 00I 6/a 1,000GA. o 129.0 0 l�V// DRIVEWAY Ivl r- - PROPOSED DAI Y FLOW RAT 1 0; -j ----H ~ --- M I GARAGE M Irv_ I WATER L 0 E. 1 CO � - EL. 44.0 � � �� FUJI CLEAN CEN5 - DESIGN 1000 GALLONS PER 1 I / 1 40.0 I \ o,ap i W#11 EX. I I Q 13 Z DAY 1 DW#1� GOLF N n" 1 / COURSE- x42 � �1-44 ­1 I COVERED 8'Ox8 / z I I � TEST HOLE PUBLIC I I S6 1 1 I PORC.W LP `t I/ _.:� I z w �v o x --------------- / U 8'!?1x8 o z PROPERTY LINE WATER I 1 43,8 `' I / 0 2 STORY o ,�-� P�3i�`�__ ,/1 C9 I I w Q o . F0 o0 N RESIDENCE �► 1 L.P. f z I sr W �1 I Z i V_ O i i o a o-= APROX.WATER LINE 1 N I DW#3� OS ¢ o 'rm'0 tH I I w 1 �� ----- F.F. EL. 44.0 LOCATION �I� / TSTHOL "' N�'~ Q w } 10 CONTROL PANEL IN I N z F v w O m g 0 W I 32.0 / EL.41.54 cS3 ! �9 -_ V J K 2�;�M In NEMA 4X ENGLOSU I Q z L.P. PROPOSED LEACHING POOL HOUSE OIF OWTS CONTROL PANEL I rV o o / -�- aym`� RIM Y w LLJ 1 W O I INGROUND ¢___ C�t� -- o / ®38 g I �� o PROVIDE TWO POWER �0 GROUND 1 POOL \ 40.0 10.50 5.5 I\r� \ ~ = IM z v w_ 20A, I-POLE PANEL -10 I LU6 I co I ` I Q O m CIRCUIT BREAKER 1 I < / 1 1 I 3 .97+®� Q _U z d V I N 4 2 3 T 5 b G I v ci I z F-- w - W V PROPOSED TREATMENT UNIT IN HOUSE POWER 1 NO FIELD 1 X428 32.0 1 20.02 DW#2 � ® 1 � I I I Q _ � ���Q��°om°� � o CONNECTION 1 O O ' PANEL I S t PROP.WATER LINE o I I i L t o I I ��-Q O�� I 2#12?�1261N ) o � ,� u; I W- --- - �U-- - - -CAI- - IM- -- - - a� 4�� Z o 0 1 5GHEDULE 5o 1#12 I#12, p O - 402 PROP.GAS LINE EX. PROPOSED 50/o EXPANSION LEACHING POOL #126 8 Q 0 2oA I // PVC,CONDUIT - - - - - - - - - - - - - - - - ---- - `n - - - - _ "_--G- --_ - 6�--_ -6- - VACANT ,�-7 w a ' LG-.- oA I 2#IB I#12 2#12 MON.FND. Z90.$6 X4281 X�29 \ MON.FND. 9 1 x� LAND- Q N° W S PROPOSED DRYWELL I #125 #12G \ S66°28'10"W \ `�� ° 0 D)u o'V o 1 42.0 I �Q 9961 PUBLIC U�wNIyuUI DUPLEX RECEPTACLE I 40.0 I I 'O w OB U w 1 ` I I WATER a N!w 04da� �,�> W- INSTALLED IN I LOT 105 m o x } L.P. EXISTING LEACHING POOL WEATHERPROOF WP AIR THIS 15 AN ARCHITECTS PLOT PLAN 4 15 SUBJECT TO Z I 0 4 m 0 0 COMP. RESIDENCE- MAP OF"PEBBLE BEACH FARMS,SHEET2" , TEST HOLE (NOT TO ?��' a�� �zo ENGLO5U VERIFICATION BY A LICENSED SURVEYOR. INFORMATION OBTAIN FROM SURVEY PREPARED BY: PUBLIC FILED:JUNE 11,1975 McDONALD GEOSERVICES I 160'Wide o ' O �J �- AJG SURVEYING 4 PLANNING WATER MAP NO.6266 DATE: JUNE 16.2023 pUbIIC - FINISHED GRADE SITUATED I rilght of way �'��'������� S SURVEY DATE: JUNE Ib, 2025 EAST MARION GRADE ELEV.41.54 AIR COMPRESSOR TO BE I I PROTECT ALL ABOVE GRADE,AND LOCATED IN SECONDhRY TOWN OF SOUTHOLD o 5' OL DARK BROWN LOAM BELOW GRADE,WIRING WITH PVC ENGLoSURE. SUFFOLK COUNTY,NY DB DISTRIBUTION BOX CONDUIT,SGH. 50,MIN. TAX MAP N0, 1000-030.00-02.00-043,000 SM VARIOUS COLORS I V v v ON51TE WASTEWATER LOT AREA:22,396.80 SF(0.514 ACRES) 13' SILTY SAND I Q � TREATMENT SYSTE M PUMP ELEVATIONS REFER TO NAVD88 I o� TREATMENT UNIT NOTES: NO WETLANS OR SURFACE WATERS ALARM EFFLUENT -_ FLOAT 1. TREATMENT UNIT TO BE IN CONFORMANCE W/ SWOGH PUMP SWITCH WITHIN 300' gC BROWN CLAYEY �0 SUFFOLK COUNTY HEALTH DEPT. REQUIREMENTS NO WELLS WITHIN 15OFT OF SUBJECT SAND 2. MIN. DISTANCE BETWEEN TREATMENT UNIT AND PROPERTY DWELLING TO BE 10 FT.; 30 sP BROWN FINE TO 1 w MIN. DISTANCE OF TREATMENT UNIT TO LEACHING 36' MEDIUM SAND p POOL TO BE 8 FT. NO WATER ENCOUNTERED Q � Z W LEACHING POOL NOTES: PLOT FLAN N 2-I/2"VENTILATION PIPE Q 1. Use (2) 8 FT. DIAMETER, 8 FT. DEPTH PRECAST SCUM BAFFL B CHAMBER Volume(gal) SCALE: 1" = 20'-0" z CONCRETE -�'-2 - I Sedimentation Chamber 397 N IlJ W O COVER TO GRADE TYPICAL LEACHING POOL Z to I- 2'-11 2'-8 -I" Q Anaerobic Filtration Chamber 396 IF DROP 'T' IS USED LEACHING POOLS. 3 Aerobic Contact Filtration Chamber 181 > z Q ON INLET p 2. USE 4" DIAMETER, APPROVED SEWER PIPE ® Storage Chamber 90 X CIRCULATION FINISHED GRADE Disinfection Chamber 6 d - - r m m THROUGHOUT. OO AIR LIFT PUMP O v r•line,, us �,€� ins ect t e, m 151NFEGTION Total Volume 1069 - N C e` O O 3. omitted CYLINDER(OPTIONAL) LOOKINO GRADE ASTING z Q Suffolk 'Ir1 t. + ;r �'II1 iGtla . 4. omitted 4" INLET PI "OUTLET PIPE SPECIFICATIONS TO CQ11 2-5 , u In O O 5. BACKFILL MATERIAL SHALL BE COARSE SAND A 4 Anaerobic Media PP/PE Filling Rate 320,0 - - - -_- I inspection's). - 4'-8 " 4 Board Type Aerobic Media PVC/PP/PE Filling Rate 17"4o I I-I I-III ' 'I`'2O AND GRAVEL. -a I I-III-1 I I III- I; -III=1 I I © Aerobic Media PP/PE I Filling Rate 55°% - 6. SLABS SHALL BE BETWEEN 10"AND 14" BELOW Blower 2.8 esn =a I I-III GRADE a FFLUENT Tank FRP -III-III- INLET BAFF AIR LIFT PUMP Piping PVC/PP/PE -III=III cv I �/ 7. SOLID CONCRETE COVER SHALL BE BETWEEN 6" p -III LOW L11� �I' a❑o a oEEO Q Access Covers Plastic/Cast Iron : ,. _ in Design Professional's Certification Required. AND 12" 1 III-III' - _ - -a a❑O O Disinfectant(Optional) Chlorine Tablets 9 `fl d_J Submit P.E. or R.A. Certification For BELOW GRADE. R INTAKE �` Q The Installation and Construction of the Sewage Disposal system 8. BOTTOM OF POOL SHALL BE A MINIMUM OF 3 FT. RECIRCULATION PI LOW BAFFLE _J FLOW BAFFLE I i P Y USE Form VVVVIVI-073 FLOW OPENING(TYP (GLEANING OPENING) B I- 0 ABOVE PLAN VIEW I - O v HIGH SEASONAL GROUNDWATER. '; --_ -III > }1000 GALLON 1=III-III=1 11-1 I I I I 1=1 11- V SEPTIC TANK d (� LU 9. PER PARAGRAPH 5-106-A-4 OF THE SUFFOLK " -11 =1I I- w w +�- ISINFEGTION � r r � z COUNTY HEALTH CYLINDER(OPTIONAL) 24"MANHOLE LOCATE DROP 'T' UNDER ACCESS DEPARTMENT STANDARDS, REMOVE AND REPLACE IB"MANHOLE(TYP 18"MANHOLE fTYP 24"MANHOLE ITYP OPENING FOR MAINTENANCE �:� 0,�. %i O Z LEr,GHING vATIO I PE TI~O EOU ECG LU IILIO UNSUITABLE LOW OPENING PITCHED y4."ER PIPE //\ � SECTIONS /� �' � SOILS WITH SAND AND GRAVEL FOR A DIAMETER „ 8 " 4 cD GLASS 2400 PIPE PITCHED Ya PER I \ �/ 1� OF SIX FEET '-' CONTACT TYPE :: " �� yC O SANITARY SYSTEM J�-1 - � p � _ CONTACT MEDIA GREATER THAN THE LEACHING POOL (3 COLLAR), >j� EXTENDING DOWN INTO A MINIMUM OF A 6'STRATA �A"."McL I SEPTIC TANK NOTES: .,l MWIS�,°IM��� OF I. SEPTIC 5Y W/ STEM TO BE IN CONFORMANCE V ' ACCEPTABLE SAND AND GRAVEL O CIRCULATION SUFFOLK COUNTY HEALTH DEPT. REQUIREMENTS LEAGHIN& POOL NOTES: 10. PVC PIPE TO BE INSTALLED IN ACCORDANCE 6,_0 . 6 0 ® ASSEMBLY 2. MIN. DISTANCE BETWEEN SEPTIC, TANK AND I. PER PARAGRAPH 5-105-A-4 OF THE 01 ® DWELLING TO BE 10 FT.; MIN. DISTANCE OF SUFFOLK COUNTY HEALTH DEPARTMENT O t Lu WITH SEPTIC, TANK TO LEACHING POOL TO BE 8 FT. STANDARDS, REMOVE AND REPLACE TAMP APPENDIX E OF THE SUFFOLK COUNTY SANITARY 2 4'-11" 5. MINIMUM 1000 GALLON SEPTIC, TANK UNSUITABLE SOILS WITH SAND AND 4. MINIMUM 2-1 S.F. LIQUID SURFACE AREA GRAVEL FOR A DIAMETER OF 51X FEET z CODE SUFFOLK COUNTY DI I 1, 5. A MIN. OF 4" APPROVED PRECAST GREATER THAN THE LEACHING POOL (5' l SENT C ( HEALTH ERVICI S ^/ 3 11. PVC PIPE TO CONFORM TO ASTM D-3034. PIPE O BIG MEDIA CONCRETE BOTTOM 4 5" WALLS COLLAR), EXTENDING DOWN INTO A PERMIT FOR APPROVAL OF CONSTRUCTION FO'? A b. APPROVED REINFORCED PRECAST CONG. 6" MINIMUM OF A 6' 5TRATA OF La TO HAVE Si +CLE FAMILY RESIt?I NGE AND ION ASSEMBLY SLAB TOP IN LAWN AREAS ACCEPTABLE SAND AND GRAVEL SDR CLASSIFICATION OF 35 1. DROP "7"5 MUST BE FIRMLY PINNED OR 2. PVC, PIPE TO BE INSTALLED IN accessory garage no sleeping p OTHERWISE FIRMLY ATTACHED ACCORDANCE WITH APPENDIX E OF THE Lu 6. LIQUID DEPTH MUST BE 4' SUFFOLK COUNTY SANITARY GODS m m M NOTE: CLEAN OUT MUST BE INSTALLED ON cl. FLOW BAFFLE OR DROP "T" REQUIRED 5. PVC, PIPE TO CONFORM TO A5TM DATE 11/27/23E 5DR S �F ,No R-23-1505 /m z j SECTION A-A VIEW SECTION B-B VIEW D-5054. PIPE TO HAV i/ 1 - TREATMENT UNIT INLET LINE AT FACE OF BUILDING. APPRO�sD r. O 0 z IF INSTALLED AT EXTERIOR IT MUST BE TO GRADE. SEPTIC TANK CLASSIFICATION of 35 ToTAI. MAXImum BPC)ROo,,As 6 O z - • EXPIRES THREE YEARS FP'OM1 DATE OF APPROVAL`- > LU N.T.S. 70 IS FOUNDATION AswBUILT LOT 105- MAP OF PEBBLE BEACH FARMS, SHEET 2 \' FILED:JUNE 1 1, 1975-MAP NO. 6266 SITUATE •��p' o�N IL .`L� EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 00 U TAX MAP NO.: 1000-030.00-02.00-043.000 O LOT AREA: 22,396.80 S.F. (0.514 ACRES) d a DATE SURVEYED:JUNE 16, 2023 N PROPERTY STAKES:DECEMBER 1 1,2023 o N FOUNDATION AS-BUILT:MARCH 25,2024 YO x p C4o 3S F N O o -ELEVATIONS REFER TO NAVD88 M 0 30 60 0 Feet Z LOT 106 N SCALE: 1 INCH= 30 FEET O LAND N/F CHERYL & ROBERT SCHEIDET Z \TI ED r I 0 m N66028'10"E 290.88 0.9'N 4'METALFENCE 0.3'N STAKE SET MON.FND. STAKE SET 9 p, w N �9 x 1 - 0 Cif m 0 120.0' N O U7 p ~ 0 p W O a 12" POURED m z LOT 105 0j , CONCRETEIL FOUNDATION Of W n 16 0 z TOP FND:44.70 1 �.y V, @ N exI+1 F 0 29.0P 98 Z O m ,� N 43.00 ®38. 7 to _ O 6"POURED TRIM U m N Ej CONCRETE \97 1 a FOUNDATION ,_„ _ < ��OF N�6V 63.9' ' 0 0 z w 7 MON.FND. 290.86 Tp x428 STAKE SET X42, o , MON.FND. �� u O S66 28 10"W �> �9 9 * * 0 A e 1 C u y r� 0 fZT1 LOT 104 60'WIDE a S.Og9O O LAND N/F WELSH620 LLC PUBLIC f`--� --{ r7l("jC; � I i RIGHT OF WAY U ' ( LEGAL NOTES MAR 2 6 2024 A I I.COPYRIGHT2022 A CLANOSURVEYINGPLLC,ALLRIGHTTi RESERVED. _ �X N 2. f" �( — —.—_ 3 OSUBNLY BOON 2.UNNDDARY SURVEY MAPS WITH THE SURVEYORSEMBOSSEDES IEALGAREG NUI ETR EAN AUCENSED LAND RD SURVEYORS COPIES OFTHE SURVEYOR'S ORIGINAL WORK O� C =C-L. N-D-S-URVEYING.PLF NEW YORK STATE EDUCATION LAW. LC---n ANDOPINION. s �O_ 4.CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFYTHATTHE MAP WAS PREPARED INACCORDANCEWITHTHECURRENTEXISTING CODE OFPRACTCE F,RNOSUR5ADO DBYhFNEWYORKSAEASOCIT'TON OFROFESSIONALLANDSURVEYORS.INC.THE CER TIFICATIONISUMITEDTOPERSONS J FORWOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THETRE COMPANY,TO THE GOVERNMENTAL AGENCY.AND TOTHE LENDING INSTITUTION LISTED ON "S� A�T. SVEYN LLAND V �NNINd ,fl J THIS BOUNDARY SURVEY MAP.. ) V —y 5.THE CERTIFICATONSHEREINARENOTTRANSFERABLE j, +--- 1 53 WADING RIVER MANOR`R M;AN/ORVILLE 1�1,9,— 6. HELOCATON OF UNDERGROUND IMPROVEMENTS EAST OR ARE SHOW.THE IMRE PROVEMENTS NTS OR ENCROACHD OFTEN MENT A ENOTCOV IFANY N ., UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BYTHIS SURVEY. (, /�' '"� I 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE PROPERTY UNESARE FOR ASPECIFIC PURPOSE AND USE AND THEREFORE ^� PHONE. 631 846.9 (� ARENOTINTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS.POOLS.PATIOS PIANTNG AREA.ADDITIONS TO BUILDINGS.AND ANY OTHER TYPE 4'�y- OFCONSTRUCTON, y ' Ir�'t +r`O, '� LA\.� S.ONLY SURVEYS BEARING7HE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OT}IERh41N EMB055ED6EAL COPIES MAY CONTAIN (EMAIL: INFO GL AND�LJRIVEYING COM UNAUTHOMMDFWDUNDEfECTABLEMODIFICATONS.OELETIONS.ADDRIONS,ANDCHANGES. '•l`` ,,,� I 1 ' 9.PROPERTY CORNERMONUMENTSWERE NOTSETAS PARTCFTHIS SURVEY UNLESS OTHERWISE NOTE. 'n i I i 10.ALLMEASUREMENTS REFERTO U.S.SURVEY FOOT. U SURVEY OF PROPERTY LOT 105- MAP OF PEBBLE BEACH FARMS, SHEET 2 FILED:JUNE 1 1, 1975-MAP NO. 6266 SITUATE �•�¢p' o�l EAST MARION, TOWN OF SOUTHOLD fo•>, SUFFOLK COUNTY, N.Y. J TAX MAP NO.: 1000-030.00-02.00-043.000 LOT AREA:22,396.80 S.F. (0.514 ACRES) U DATE SURVEYED:JUNE 16, 2023 'a PROPERTY STAKES:DECEMBER 1 1.2023 .o FOUNDATION AS-BUILT:MARCH 25,2024 FINAL SURVEY:DECEMBER 23,2024 x `o Fp pp� (L 0) DS Y v -ELEVATIONS REFER TO NAVD88. O o -OFFSETS MEASURED TO FOUNDATION. `V c M U N 1 30 60 Feet z LOT 106 m 0 O LAND N/F CHERYL & ROBERT SCHEIDET o SCALE: 1 INCH= 3 O FEET z TT r y ALI o 0 m N66°28'1 0"E 290.88 UTL• TTp J W 0.9'N 4' METAL FENCE MON. FD` P D SX -- -..-..-..-..-. -..-.._..-..-..-..- 0 +42.60 HEDGE ROW o.- - - - - 0.8'S HEDGE A0 2.5 4p32 3 C I 62.3' via AC. Cont / 100CJJ� "'" BLOCK �y z J UNITS Panel fupcen7 _ APRON 1'1 O z O I 16 x 32 �'?6El 0 120.0' a � O I IN-GROUND POOL 43.4 •14 Y- O , A88.0 ? L--- N I- O I EG �� URIED L.P.TANK W V) 0 vn"• 2 STORY wIN. \ O w n r I FRAME \ GRAVEL \ N a 9 LOT 105 N RESIDENCE N PLATF R DRIVEWAY �; W m 14.Bx26.3 A540 \ w \ o In Z Z 2nd0ESTY. EFL 46.11 -- - A 35.0 Yp� 0 N CK BTL:36.10 AI960 �y w C O W I OUTDOOR OVER PATIO RIDGE 77.00 eXl Qo ° KRCHEN WIN \ `/ / I / ,�/y o -I W I / ) 8'0x8'dp. ` / RI 9 _ ®38. 7 m m N POOL O 13.3 STORY 3 i 4 t-- 43.4---- J 8 8'0x12'd D PI 12t1'.P.1 r9M7 v Ull EQUIf?. FRAME GARAGE _ - 4 rywe A 16.0 OF NEW Q WATER 63.9' `� WATER SERVCE METER OAPPROX.ROOF DRAIN PIPE k'—W—w—W— —w—W—w—W—W—W—W—W—W- �& ---WO z °° z01N4 METAL FENCE -..-..-..-..-..- _..-..-..-.. -.. -..-..-..-..-..-..-.._..-..-..- .-. -..- - - - UO +qp 29 MON.FND. � Y o0-rl MON.Eo. 290.86O � S66°28'1 O"W •�� � = z rI o a 0 m LOT 104 60'WIDE 6 ®�O9 p LAND N/F WELSH620 LLC PUBLIC RIGHT OF WAY n E 0 U 01 c ! v d 1.GAL COPYNOTES: l 2 UNAUTGMT2024 AJC LTELATIOSURVEYINGPLLO.ALLRIGHTS RESERVED. 2.UNAVSlO 2.OFNEW YOR STATESORADDITION UCATOTHIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 720.9110 , SUS­OM ON TION LAW. A:1- L�`AI`IL�3lSUREYIN_CCl iyI�� f j� �DOPINO a ONLY ry SURVEY MAPS WITH THE SURVEYOft'SEMBOSSED SEAL ARE GENUINETRUE AND CORRECT COPIES 0FT}E SURVEYOR'S ORIGINAL WORK �S O I �° ,'` I.•„j p°\ 4.CERTIFICATONS ONTHIS BOUNDARY SURVEY MAP SIGNIFYTHATh1E MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENTEXISTING CODE OF PRACTICE J LAND j((�/ P��/�{� FOR LAND SURVEYS ADOPTED BYTHE NEWYORKSTATE ASSOCIATION OF PROFE5510NAL LAND SURVEYOR5.INC.THE CERTIFICATION IS UMITEDTO PERSONS LAND SURVEYING',<JV 1 P LJ�NNINT FOR WHOM 7HESOUNDARY SURVEY MAP IS PREPARED.TO THETTIT.E COMPANY.TO THE GOVERNMENTAL AGENCY.AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. Q --/' I v �• (�/�' -_�\,T�'7� 5.THE CERTIFICATIONSHEREINARENOTTRANSFERABLE. WN WD OF EN MUSTBE EST MATED IFANY 153 WADING RIVER`MANOR/-RD�M'ANORVILLE 'I I�JH�" 6.TII E LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNO . N UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST ORARE SHOWN,THETHIS IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY IS SURVEY. 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM7HE STRUCTURES TO THE PROPERTY LINES ARE FOR ASPECIRC PURPOSE AND USE AND THEREFORE ~O ARE NOTINTENDED TO GUIOETHE ERECRON OFFENCES.RETAINING WALLS,POOLS,PATIOS PLANTING AREAS.ADDITIONSTO BUILDINGS,AND ANY OTHERTYPE PHONE:..63`1-846-997e3 � - .—_ _—._ OF CONSTRUCTION. -Zf— r \,d51 ��V� �� ,r I S.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSED,GEAL COPIES MAY CONTAIN --�•^� EMAIL: INFOR.- 1-CLANDSURVEYINGICOM 1 UNAUTHORI=E OUNDETECTABLEMODIFICATON5,DELETIONS,ADDITIONS.ANDCHANGES. V, 1 9.PROPERTY CORNER MONUMENTSWERE NOTSETAS PARTOFTHISSURVEY UNLESS OTHERWISE NOTED. �---✓ I ' I i 10.ALLMEASUREMENTSREFERT0 U.S.SURVEY FOOT. U SURVEY 'OF PROPERTY LOT 105- MAP OF PEBBLE BEACH FARMS, SHEET 2 FILED:JUNE 1 1, 1975-MAP NO. 6266 SITUATE EAST MARION, TOWN OF SOUTHOLD O�-ry 3 �' SUFFOLK COUNTY, N.Y. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _h v APPROVAL OF CONSTRUCTED WORKS FOR � � c( o TAX MAP NO.: 1000-030.00-02.00-043.000 ASINGLE FAMILY RESIDENCE ? �• o LOT AREA:22,396.80 S.F. (0.514 ACRES) Q. Date ?Jails H.S. Ref- No. R-23-1505 DATE SURVEYED:JUNE 16, 2023 PROPERTY STAKES:DECEMBER 1 1,2023 U The sewage disposal and wafer supply facilities at this location have been .o FOUNDATION LT:MARCH 25,2024 inspected and/or certified by this Department or other agencies and found'' ,p, m FINAL SURVEY::DECEMBER 23,2024 DEC to be satisfactory FORA MAXIMUM OF s BEDROOMS. po Yo -ELEVATIONS REFER TO NAVD88. 3S A o -OFFSETS MEASURED TO FOUNDATION. ow N 10 JORATHAN PAI, P.E.,CHIEF l__ M Office of Wastewater Management O 0 30 60 Feet z LOT 106 I,7 LAND N/F CHERYL & ROBERT SCHEIDET SCALE;-1 INCH= 30 FEET Z � r H I 0 m N66°28'10"E ? ^ 290.88 PED po 0.9'N 4' METAL FENCE — MON.FD` P 0 61 c P IL4260 _..—..—..—..—HEDGE ROW ..o.—.._.._.._.._.._ 0.6'S .. .fiED6EA 52.5.. 40.3z .9 0+ Ili C DWVN• F- �i9 x v C I 62.3' A.C. Con! /1 b y z �I o UNITS Panel fuji=7 IRON 1•1 z 16 x 32 44•?6 ❑❑ O _ C I IN-GROUND POOL 43.4 4.1q _ 120�0'� \ O ) I EGR. EG L--- BURIED LP.TANK N N Q WIN. 2 STORY m"�\ n W FRAME \ q GRAVEL tNv G 1 a LOT 105 N RESIDENCE N PLOOF AT RM DRIVEWAY Z w 14.Bx26.3 #540 \\ �� m w 0 z z I 2ndd SSTY. F.FL•46.11 —— — A 35.0 frl pp Q N DECK B.FL•36.10 A 96 0 r Ld C n (' I OUTDOOR OVER PATIO RIDGE:77.00 EGR. �x� F �1 po o KITCHEN WIN. '\ �_ l 9 M N I / i J /' 8 0 ®38. 7 M GJ 43.4 I B'Ox8'dp. ` RI 9 _ N = N I POOL O 13.3 x 29.3 f13 ` Drywell 8'0x16'dp. �IM fTl 1 STORY >-'1L———————— O8 B'0x 22' Leaoh.Pool 98.97� O (SI I EQUIP. FRAME GARAGE rywe A 16:0 tG-QF � Q 63.9' J co METER WATER IC 4C o z w o _1PROX.ROOF DRAIN PIPE w—W—W—W— —W—W—W W—W—W—W—W—W—�'' (D—W ,••/•, DD \ WATER SERVICE zm I0.' 4' METAL FENCE —..—..—.._.._..— —..—.._..—..—. —..—. _:._..—..—_—..—..—.._..—..—..—.._.._..—..—.__. 39.85f 0 'A42- MON.FND. �, x o 290.86 � MON.�. s S66°28'7 0"W s} 0�,9 9 0 * * 0 •DD 96 -C-I r N c Q` 0 z 0 m LOT 104 60'wIDE OSpg9C p LAND N/F WELSH620 LLC E PUBLIC L RIGHT OF WAY � E E c_ LEGAL NOTES' p�1 1.COPYRIGHT 2024 AJC LAND SURVEYING PLLC.ALL RIGHTS RESERVED. JX J 2. L G 3ONLYIBOUN.OFNERVORKSTATEEDUCATIONLAWR'SEMBOSSEDSEALAftEGENUINETRDSURVEYOR'SSEALISAVIOATIONOFSECTION7209. F n /J-X�-Y�■■� .. ...._,. E'_- ........ ........:...._ _...... ANUDOP UNAUTHORIZED N BOUNDARY SURVEY MAPS WITH THE SURVEY TO THIS RSEMSURVE EMBOSMAP SED SEAL ARE NUINETSED O LAND �r TR ]��tJrll i-G,r TRUE AND CORRECT COPIES OF THESURVEYOR'SORIGINAL WORK �C�S � \\✓ 1 Y LJ V X 1 11 ll G O 4.CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE J Q� - FOR LAND SURVEYS ADOPTED BYTHE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM ME BOUNDARY SURVEY MAP IS PREPARED.TOME TITLE COMPANY.TO THE GOVERNMENTALAGENCY.AND TOME LENDING INSTITUTION LISTED ON - _ _.. .............. THIS BOUNDARY SURVEY MAP. Q LAND SURVEYIN Y :.THE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE. TS% n ,' 9 :.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IFANY Y 53 WADING RIVER MANOR RD-., M/ANORVIL•L'E, l 9r9' 9 UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARENOTCOVEREDBYTHISSURVEY. N �,�^-, F 7,THEOFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE V 1 P ONE63;� 846 99F 3 _ --_ OARE NOT IN FCONST UCNOED TIONTOGUIDETHEERECTIONOFFENCES.ftETAININGWALLS.POO S,PATOSPLANTNGAREAS.ADDRIONSTOBUILDINGS,ANDAN OTHER TYPE % ��.. ": e.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSEDSEALCOPIES MAY CONTAIN );MAIL: INFO G� D RVEYINGICOM UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETIONS,ADDITIONS.AND CHANGES. N 9.PROPERTY CORNER MONUMENTSWERE NOTSETAS PART OFTHISSURVEYUNLESS OTHERWISE NOTED. 10.ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. U Gen6rated by REScheck-Web.Software Compliance Certificate Project 540,The Greenway Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,886 ft2 Glazing Area 29% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 540 The Greenway Michael Orlando East Marion, NY 11939 Universal Realty 516-238-3946 universalrealtyli@aol.com Compliance: 7.2%Better Than Code Maximum UA: 500 Your UA: 464 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. Req. Prop. Perimeter Ceiling: Cathedral Ceiling 1,680 30.0 0.0 0.034 0.026 57 44 Wall:Wood Frame, 16" o.c. 2,589 21.0 3.0 0.048 0.060 89 111 Door: Solid Door(under 50% glazing) 21 0.140 0.320 3 7 Door 1: Glass Door(over 50%glazing) 138 0.300 0.320 41 44 SHGC: 0.30 Window:Vinyl Frame 572 0.300 0.320 172 183 SHGC: 0.30 Basement Wall: Solid Concrete or Masonry Wall height: 10.0' 1,569 15.0 0.0 0.056 0.059 84 88 Depth below grade: 8.0' Insulation depth: 10.0' Door: Solid Door(under 50% glazing) 21 0.140 0.320 3 7 Window:Vinyl Frame 50 0.300 0.320 15 16 SHGC: 0.30 Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. ,,, 12/19/2023 Name-Title Signature Date I Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 2 of10 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 Feld Verified Com I�es� :Comments/Assum tiolns pre Inspection/Plan Review: P P 1 f � a Value-�� Value 103.1, ;Construction drawings and ;'` " x" , ❑Complies ; 103.2 documentation demonstrate s n r ❑Does Not [PR1]1 energy code compliance for the x building envelope.Thermal t ;❑Not Observable ; lenvelope represented on I t ;❑Not Applicable kF p '+t t� S A t i ;construction documents. ' _; { ,.., *° -£.9 103.1, ;Construction drawings and k ; ` �> ,❑Complies i k 103.2, documentation demonstrate s [14 ¢ ❑Does Not 403.7 energy code compliance for 4 w, Y f❑Not Observable [PR3)1 ;lighting and mechanical systems ;Systems serving multiple ,.,(❑Not Applicable ;dwelling units must demonstrate ' F ; compliance with the IECC ;x � p ;Commercial Provisions. f + , e „ 302�1 Heating and cooling equipment is; Heating: i Heating: L^l❑Complies ; 403 7„ {sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not g on loads calculated per ACCA Cooling: Cooling: ,❑Not Observable r f Manual J or other methods Btu/hr Btu/hr I❑Not Applicable approved by the code official. l 1 1 Additional Comments/Assumptions, 1 High Impact(Tier 1) 2:A Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 3 of10 S'ect�on k Plans Verified Faeld�ienfieds `-' Foundation Inspection Value Comphes� CommentslAssumpt�ons &.Re .1D 402.1.1 Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F0411 !insulation R-value.Where interior' R_ R_ �❑Does Not ?table for values. insulation is used,verification i ❑Not Observable , ;may need to occur during Insulation Inspection. Not ;❑Not Applicable required in warm-humid locations 4 , in Climate Zone 3. ! 303.2 ;Conditioned basement wall ; A r s; , x ❑Complies [F05]1 !insulation installed per l r a.F ;�' "�, ❑Does Not f 'manufacturer's instructions. � ❑Not Observable x x w xY M[1Not Applicable F .�. .;1 402.2.9 ;Conditioned basement wall ft ; ft ;❑Complies ;See the Envelope Assemblies [F06]1 insulation depth of burial or s t [E]Does Not table for values. !distance from top of wall. ; ❑Not Observable , ❑Not Applicable 3by.4 4`_-,"."� A protective covering is installed fi`< rrs ❑Complies [F011-]z to protect exposed exterior x "� f rt, fi❑Does Not J, ?;InSUlatlon and extends a ; ry. xFRf' ' i ,minimum of 6 in. below grade. ❑Not Observable , i JE]Not Applicable 403 9 ;Snow-and ice-melting system ` r`[ ❑Complies [FO12]z }>icontrols installed. 1 f ❑Does Not y x ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 Ffl High Impact(Tier 1) 2+ Medium impact(Tier 2) 3,, Low Impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 4 of10 5ect�on Feld Verified , Plans Verified a es m s/Assum Mons #; Framing/Rough In inspection ompl� p Value Value 1 C Co ment 402.1.1, ;Door U-factor. ; U£ U ;❑Complies Y ;See the Envelope Assemblies 402.3.4 I E❑Does Not table for values. [FR111 ❑Not Observable ![]Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, I average).' ;❑Does Not 'table for values. , 402.3.3, �❑Not Observable 402.5 ; :❑Not Applicable [FR211 PP 303.1.3 ;U-factors of fenestration products€ ❑Complies [FR4]1 are determined in accordance E ❑Does Not :with the NFRC test procedure or f ° ❑Not Observable ;taken from the default table. k s F ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ' ADComplies ; [FR2311 :installed per manufacturer's r y n, °` ❑Does Not ; i instructions. <i ❑Not Observable , i , Y.,. µ ❑Not Applicable 402.4.3 ;Fenestration that is not site built I ❑Complies [FR20]1•1 ;is listed and labeled as meeting x_ .❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 ° 4_, i � � `. �,�,❑Not Observable ,or has infiltration rates per NFRC 1400 that do not exceed code z f ? ❑Not Applicable s � y ;limits. 402 45iIC-rated recessed lighting fixtures' r "��' ❑Complies i [4R16]2 sealed at housing/interior finish ❑Does Not ;and labeled to indicate s2.0 cfm }4 ❑Not Observable I leakage at 75 Pa. ❑Not Applicable 403.3.1 ;Supply and return ducts in attics " } '` k ?=❑Complies ; [FR12]1 ;insulated >= R-8 where duct is ` ❑Does Not >= 3 inches in diameter and >-- f k 4 r �❑Not Observable R-6 where <3 inches. Supply and( $ } ❑Not Applicable (return ducts in other portions of the building insulated >= R-6 for e ;diameter>= 3 inches and R-4.2 1 ,for< 3 inches in diameter. f .. 403.3.2 ;Ducts, air handlers and filter ' ❑Complies ; [FR13]1 _ i boxes are sealed with s a❑Does Not ;joints/seams compliant with International Mechanical Code or ;, x ❑Not Observable f ;International Residential Code, as , [ 1EINot Applicable applicable. ,, .r yx 5 cy. s❑Complies ; 403.3.5 -,;Building cavities are not used as � � ;:_ � d � , [FR1513 iCjUCts or plenums. f �"°y �' ❑Does NOt ❑Not Observable ; i ❑Not Applicable 403'4' HVAC piping conveying fluids R- R- [E]Complies [FR1�7� Si above 105 °F or chilled fluids i ;❑Does Not below 55 °F are insulated to aR- s ;❑Not Observable ; ti,• A ; '❑Not Applicable licable } 403.4.1 ,Protection of insulation on HVAC A " ' ❑Complies ; [FR24]1 (piping. { rsz 1 ;❑Does Not h ❑Not Observable r "E]Not Applicable ; fF Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18jz FizR-3. ;❑Does Not i ;❑Not Observable f ;❑Not Applicable 1 High Impact(Tier 1) ,'2" Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 5 of10 Section plans Verified Field Y.er�f�ed, Compl�es� _CommentslA`ssumptons Fr'ammg l Rough In Inspection , Vatuet '" r Ualue &xReq ID' h 403 6' ;Automatic or gravity dampers are ❑Complies [FR19]� installed on all outdoor air _ ❑Does Not ; r ' iintakes and exhausts. .i � � � >'f a ,,,,❑Not Observable , ��� si �,` � E".;� � ;� � �"_����❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) `z2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 6 of10 Section Plans Uenf�ed Field Uerified� #. Insulation Inspection Cbmplies� Comments/Assumptions v. Value � Value t & Req ID ;All installed insulation is labeled ! # x� .'.11,,LJComplies [IN13]? ,lor the installed R-values { ❑Does Not provided. ; ( LJNot Observable ❑Not Applicable ! 402.1.1, Wall insulation R-value. If this is a; R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the tEJ Wood ;❑ Wood C]Does Not 4table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass !❑Not Observable [IN3]1 ;exterior,the exterior insulation ❑ Steel '❑ Steel °❑Not Applicable !requirement applies (FR10). !! ! ! ! i i f i i i 303.2 ;Wall insulation is installed per ( t M K t❑Complies [IN4]1 ;manufacturer's instructions. „ ' ❑Does Not i z ?❑Not Observable -XINot Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2;. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 7 of10 Plans Ver�f�ed Field Verified Final Inspection Pf0VitionS' tomplie;� Comments//#ssumptions, q, Value Value �- 402.1.1, Ceiling insulation R-value. R- R- ;❑Complies ,See the Envelope Assemblies 402.2.1, i 'table for values. ❑ Wood ;❑ Wood ;❑Does Not 402.2.2, +❑ Steel l❑ Steel l❑Not Observable 402.2.6 [FI1]1 ;❑Not Applicable 303.1.1.1, Ceiling insulation installed per ,u 0,r' =h <, ❑Complies ; ii 303.2 (manufacturer's instructions. F r s 4 h ❑Does Not [FI2]1 !Blown insulation marked every h ❑Not Observable 300 ftz. f 4 t } I v} k ` ;El Not Applicable 4021,2A3 ,Vented attics with air permeable 3 s ❑Complies ; [FI22]? )insulation include baffle adjacent "^ "" '3�� , , ❑Does Not { ` ;to soffit and eave vents that ;;extends over insulation. ( a ❑Not Observable ; ❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- ,❑Complies ; [FI3]1 insulation aR-value of the l l❑Does Not adjacent assembly. ' '❑Not Observable ' ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies [FI17]1 ' lath in Climate Zones 1-2, and l❑Does Not , , <=3 ach in Climate Zones 3-8. i I ;❑Not Observable ; f ;❑Not Applicable 403.3.3 i ducts are pressure tested to ; cfm/100 cfm/100 l❑Complies ; (FI27]1 Idetermine air leakage with i ftz ftz T❑Does Not !either: Rough-in test:Total i '❑Not Observable leakage measured with a l l pressure differential of 0.1 inch l ;❑Not Applicable 1 f 1 > Iw.g. across the system including ' , `the manufacturer's air handler l )enclosure if installed at time of l ! , ;test. Postconstruction test:Total f leakage measured with a l i !pressure differential of 0.1 inch l l l l , , l w.g. across the entire system l ; ;including the manufacturer's air l = handler enclosure. ! l l l 403.3.4 !Duct tightness test result of<=4 i cfm/100 cfm/100 ;❑Comp lies l [FI4]1 cfm/100 ft2 across the system or ftz ftz ;❑Does Not r ; <=3 cfm/100 ft2 without air l l❑Not Observable handler @ 25 Pa. For rough-in i. , tests, verification may need to l l❑Not Applicable :occur during Framing Inspection. 403.3.2.1 'Air handler leakage designated ' k ❑Com plies [F124]1 by manufacturer at<=2%of �;;� r� j - `� ❑Does Not l ;design airflow. [:]Not Observable ' ❑Not Applicable 403 11 ;Pogrammable thermostats ❑Complies. ; , installed for control of primary ` ] ik ❑zr- , Does Not ; ;heating and cooling systems and 4 w ❑Not Observable sH .� initially set by manufacturer to code specifications. }, f ❑Noi Applicable ; ❑Com lies 403�1`2 xr, Heat pump thermostat installed [ 0]?� j❑ ,"ion heat pumps. r�� �> # ;aDoes Not FI1 ; El Not Observable ; ❑Not Applicable 403 5 1` (Circulating service hot water ❑Complies ; [Fllljz "r systems have automatic or `�� f ❑Does Not , accessible manual controls. , ` J❑Not Observable , n,'3❑Not Applicable _.•.2f+..._�S„s»_,..,u t.�.,,.,> r........, _ .t,sH„r.�.. ,_�x<c _, : f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 8 of10 YORK VVorlcers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a. Legal Name&Address of Insured(use street address only) 1b. Business Telephone Number of Insured RUSH BUILDERS INC 11 LIVINGSTON ST 6318413234 / BAYSHORE, NY 11706 Work Location of Insured(Only required if coverage is specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,i.e., Wrap-Up Policy) or Social Security Number. 88-3134901 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold PO Box1179 3b. Policy Number of Entity Listed in Box 1a Southold, NY 11971 Z21348-000 3c. Policy Effective Period 9/8/2022 to 11/8/2024 4. Policy provides the following benefits: ❑X A. Both disability and Paid Family Leave benefits. ❑ B. Disability benefits only. ❑ C. Paid Family Leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B. Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as descr' d above. Date Signed 11/10/2023 By (Signature of insurance carrier's authari d representative or NYS licensed insurance agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT:lf Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers' Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 413,4C or 513 of Part 1 has been checked) State of New York ' Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers' Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'-Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) DB-120.1 (12-21) I NYSIF New York state Insurance Fund PO Box 66699,Albany, NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) a ^AAAAA 883134901 DYNAMIC COVERAGE INC 18 SILVER BEECH LN ' BAITING HOLLOW NY 11933 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RUSH'BUILDERS INC TOWN OF SOUTHOLD PO BOX 309 PO BOX 1179 ISLIP NY 11751 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12435 870-7 62472 02/02/2024 TO 02/02/2025 12/16/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2435 870-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/M/WW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DARIUS MROCZKOWSKI RUSH BUILDERS INC ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. 1 NEW YORK STATE INSURANCE;FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:713182609 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 24.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling /Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Facter SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments SeCtlon r t r a n hµ Plans Uerrfied Feld Verrred r C P r Flnal Insp+act�onaProvrsrons k Com Ires� omments/As sumptions r Value Value 303:3, ' (Manufacturer manuals for �a�Complies [F�1873 !mechanical and water heating o- r ,x `{ Does Not ;systems have been provided. A ' i ' � ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 10 of10 APPROVED AS NOTED DATE•a�a f B.R# 5 03 2O COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE&TOWN CODES 631-765-1802 8AM TO 4PM FOR THE QV AND CONDITIONS OF FOLLOWING INSPECTIONS. Qmmnri=NZM FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING kYAa, INSULATION FINAL-CONSTRUCTION Must I"Z-23 -150 5 I1-2 7- 2-5BE COMPLETE FOR C.Q ALL CONSTRUCTION SHALL MEET THE RMUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS PLUMBER CERTIFICATION TRUSS PLACARDING REQUIRED ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT Blower door EXCEED 2110 OF 1% LEAD. and ductwork testing required. i PLUMBING L PLUMBCNG WASTE &-*A#ER'LINES DEED TESTING BEFORE COVERING Must provide Manuals D,J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF Fire 6e ar�ltiou PURSUANT TO CHAPTER236 P' OF THE TOWN CODE required_as.per NY$ c e J R­CH'j'f E CT S' TODD O'CONNELL ZONIN& INF"ORMATION �J_n R C H I T E C T P.C. TOWN OF SOUTHOLD OV TODD O-CONNELL, AIA SECTION: 050.00 BLOCK: 02.00 LOT(5): 045.000 1200 Veterans Memorial Highway Suite 120 ZONE. R-40 FEB .......... PROPOSED LOT AREA 40,000 50.FT. :2:2;5c1b.5 SOFT. Hauppauge,NY 11788 C) FRONTA6E 150 FT. -"M FT. P(631)650-6666 (z) Ov FRONT YARD 50 FT. 120 FT. (ZI REAR YARD 50 FT. 15012 FT. F(631) 650-6667 C(516)658-0325 SIDE YARD (MR) 15 FT. 16 FT. SIDE YARD (A00) 55 FT. 55 FT. t(,rCvvz, rzr-f'r-f JE3UILDINr, HEIGHT 55 FT. 54.1 FT. LOT COVERAGE 20 % 15 `Xi DR)OO'NELL CALCULATIONS. F.A.R. CALCULATION DN-1-2 AREA: RUNOFF FACTOR=I.O ZONE, R-40 . 50.FOMA61! LOT AREA 22,5%-& 50.FT. I884 Sa.FT. x 3" 4-71 GU FT 12 Iro 15T FLOOR 1506 50 FT USE (2)5'(P x a' DEEP DRAIN RING = 6075.54 GU.FT. ,0) 0 2ND FLOOR 1'762 50 FT TOTAL DN-5 AREA: RUNOFF FACTOR=1.0 &12 50.FT. X 511 MAX F.A.R. 5,350 50.FT. + (2,5dlbbflo%) tn 5,5e�cl.ba 5F 12 205 GU FT v) USE (05'0 X &I DEEP DRAIN RING = 557."-12 CU.FT. ry IMPERVIOU5 5URFACE z # CALCULATION 0. FOOTACe 12.0 40.0 ZONE. R-10 $ NOTES: LOT AREA 22,3ct(2-b 50.FT. z IS) 44.0 I. BOTTOM OF PR"rNELL MUST BE A MINIMUM OF 2' 0 N66028'11 0"E 4'METAL FENCE Off W 44.0 290.88 Iro L0 0.9'N N Z --------- - --------------- IST FLOOR ABOVE AVERAOrz GROUND WATER ELEVATION. im 1&06 50 FT MON.FND. 1112 COVERED REAR PORCH 5elo 50 FT :2. BOTTOM OF DR)'NELL TO HAVE MINIMUM 69' .71 43, FRONT PORTICO le) 50 FT PENETRATION INTO RATEABLE MATERIAL. - DETACHED r7ARA5E -4 57M 50 FT3.C) 32.0 EL.44.0 ELA3.5 COVERED PATIO 455 50 FT DR"rNELL5 MUST HAVE A MINIMUM OF 5' OF 0 ------------- ----- ---4 DW.21 PERMIABLE MATERIAL AROUND THE 5TRUCTUIRE. o�s�INGROUND 43.0 PERGOLA 120 50 FT < (0 (0 -4 r-2�-�O- EL.41.0 WILIL POOL E&RE55 STAIRS 140 50 FT vcj i'- C/) 0 32.0 I CHIMNEY 14 50 FT k) lu IN I - 1 0 TOTAL 5,560 50.FTa pV L Q 11) tu in- lu 2STORY i N C\i --------------- RESIDENCE C:) Ulm I:T F.F. EL. 46.0 r M I fig 2 N) I T 1`1:11 1 1 1 1 1 -jjkTESTHOLE 40.0 El IIIIIIIIIII Jill 11 Ilu Mr- EL.41.54 I I�DW.31 TRAFFIC RATED rig 6 ton IL TE 89 M T*IoPIOAL AT N5 POOL 43.0 FINISHED CRAVE PAVW AREAS EL. 43.0 120.00, �f- In� 102 EQUIPMENVO (C:,)j 3�Vl 77 SD v GARAGE c6 LL.43.0 EL.41.0 -4 4 DW.1 29.0 DRIVEWAY 24"AlrE55 HOLE v 'lip KII GAP REINFORCING BARS Xfn C) 'wv 4 J, -------------- -------- -------------------- < j: MON.FND. NON.FND. WIRE FABRIC FOR 290.86 5ro INLET PIPE 4 TOTAL INTERIOR S66028'11 0"W CONCRETE OVERFLON \42.0 AREA OF HALL REINFORCEMENT, PIPE SEE OPENINGS PER PRANINSIS MINIMUM AREA OF 5'SEGMENT 40.0 CIRCUMI'ERr=NrIAL 115005q.in.MAX., REINrORCEMENT,0.1-7 1600sq.in MIN. 5q.In./Lin.ft. 60'wide public "-IO"MAX. right of way (NOT TO SCALE) -7 Ll r,L= TEST HOLE =00 McDONALD GEOSERVICES 13 C3 EM CZ= =71 0 DATE:DUNE 16.2023 A a E3 cm-1 r---1 z 0 C3[=r--i r---i GRADE ELEV.41.54 r =00 . < 4. 13 13 EM t= r--1 r-1 1:3 0 OL DARK BROWN LOAM r r 0.51 --x z SM VARIOUS COLORS C11 70 SILTY SAND u Lj 0 C3 C3 1::1 0❑ C_ _: C3 _:I C3 E_ 13 _::I 1_3 M 1(97:- =3 13' Z z Z tp�k MI 0 WW N. SC BROWN CLAYEY SAND lu CONCrIrTE FOOTING I z 30' M SP BROWN FINE TO MEDIUM SAND 36' NO WATER ENCOUNTERED > PLOT PLAN 50ALE: 1" = 20'-0" UA 7- M- TABLE R501.2(I) CLIMATIC AND GEOGRAPHIC, DE51ON CRITERIA CLIMATE ZONE 40 TO THE BEST OF MY KNOWLEDGE, BELIEF AND LU Kz 5UB,Jrz6T TO DAMA5E PROFESSIONAL. JUDGEMENT, THESE PLANS b z I HIND DEBION FROM AND/OR SPECIFICATIONS ARE IN 00NFLIANCE rr nn Z GROUND SPEED TOPOGRAPHIC, SPECIAL HIND SEISMIC WITH THE FOLLOWING: tV I1 Q O SNOW (MPH) EFFECTS WIND BORN DESION LOAD REGION DEBRIS CATEGORY WEATHERING FROST LINE TERMITE HINTER ICE FLOOD AIR MEAN 2020 RESIDENTIAL CODE OF NEW YORK STATE ZONE DEPTH DESIGN BARRIER HAZARDS FREEZING ANNUAL PUBLICATION NOVEMBER :2011 LU I MILE FROM wlt FIRE ISLAND BOF 5 FT Map To TEMP REQUIRED INDEX TEMP 2020 RESIDENTIAL CODE OF NEW YORK STATE > < 20 NO NO COAST AND 5 SEVERE BFO HEAVY SEE BELOW YES NONE 5cl(q 51° F CHAPTERS 12-25 FOR MECHANICAL SYSTEMS LU 3: 1 1 1 1 1 1 2020 RESIDENTIAL CODE OF NEW YORK STATE WINTER DESIGN TEMPs CHAPTERS 24 FOR FUEL $ OAS SYSTEMS o � � � • INTERIOR 5FACE5 INTENDED FOR HUMAN OCCUPANCY SHALL DE PROVIDED WITH INDOOR TEMPERATURES OF NOT LESS THAN 66°F AT A POINT 5 FEET ABOVE THE FLOOR ON THE PESION HEATING DAY 2020 RESIDENTIAL CODE OF NEW PORK STATE O • SYSTEM DESIGN SHALL BE BA5EV ON MAX-12°F HEATING,MINIMUM-M*F COOLING. CHAPTERS 25-55 FOR PLUMBING SYSTEMS • DEGREE DAYS(NY LAoSUARDIA) 4511,WINTER PE516N TEMP 151,PRY BULB adl*F,PET EIULE3-15° F (2020 AP0 APPENDIX v) • AS PER NY55r, 2020 CHAPTER lb SECTION IbOcT AND ASC-E-1 2016,WIND EXPOSURE CA-17170ORY AND SURFACE ROU61-INE5S 15 E3 • USE 0 FOR BOTH SOUTH SHORE AND FIRE ISLAND 2020 RESIDENTIAL CODE OF NEW PORK STATE CHAPTERS 54-42 FOR ELECTRICAL 5Y5TEM5 MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS fy- ELEVATION LAT HINTER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE AS ADOPTED WITH THE 2015 IE06 FACTOR TEMP COOLINO THE PROJECT COMPLIANCE METHOD CHOSEN 15 TOTAL 108 FT 410 N 45° F 66° F 1.00 -10 0 F 15° F 55° F UA-ALTERNATIVE AND A RE50HECK HAS BEEN SUBMITTED WITH THESE DRAWINGS. n z COOLING TEMPERATURE HIND VELOCITY HIND VELOCITY COINCIDENT DAILY HINTER SUMMER z DIFFERENCE HEATING COOLING NET BULB RANGE HUMIDITY HUMIDITY < lio F 15 MPH -7.5 MPH "12° F MEDIUM (Mj 40% 32 OR a 50% RH LU ARC HITEC'T'S TODD O'CONNELL nRCH ITECT P.C. CLEAN SAND SHOULDER TODD O'CONNELL, AIA AREA. TYPICAL \ 1200 Veterans Memorial Highway EXISTING ASPHALT � g Y ROAD SURFACE. —/ �8�.���M AX C. Suite 120 GRADE FLOW ' / ^ t0 C Hauppauge,NY 11788 0 P(631)650-6666 m F(631) 650-6667 DE 5 16 658 C 032 IL F- o•.D:.:.o.•: W S,!S, �(afrf'C.(i(iI=f.t.C.r6fli f ~ r dreIr,rF.1-rf i 'i.frfi�.fr,iii �( � W .� D � C3 Q 9 D p (,�� 4 O CLEAN GRAVEL FILL. r 2 U. ODO Q O p Q FILTER CLOTH r' /\� 611 MIN. p D D D 0 4 VERTICAL (" r D 0 0 d 0 0 O _ UNEXCAVATED SOIL SLOPE �J a o a 0 oo = FACE �O pD ado pD�,do�� i_ Off .• 00 pp O p Q PERSPECTIVE -1i� - BEDDING DETAIL VIEW .. ; �4a 8"THICK PRECAST FRENCH DRAIN DETAIL CONCRETE TRAFFIC S G �� BEARING SLAB. Scale: NTS EXISTING SWTINGALE A ANGLE FIRST STAKE TOWARD L �r 36 MINIMUM 2 x 2 x GRASS SHOULDER PREVIOUSLY LAID BALE. f� �� FENCE POST in AREA. TYPICAL CAST IRON INLET GRADE GRATE&FRAME =II = GRADE FLOW � -7 ?%n WOVEN WIRE FENCE O f—' (6 x 6 - 10 / 10 WWF) 1111=II�II— f- , �—% i. n FILTER CLOTH z LLLU D ® ® ® CopE U Dmm CLEAN SAND& n BOUND HAY BALES EMBED FILTER CLOTH D® ® ® ® GRAVEL. ���� v�ryD� a-p 8'DIAMETERx8'DEEP �� _ PLACED ON CONTOUR MIN. 6�� INTO GROUND sw ®® ® ® PRECAST CONCRETE /. n z m LEACHING RING. zjf—� �� �L Q 4lu 2 RE-BARS: STEEL PICKETS OR ®® I III= 2 x 2 STAKES 1.5 to 2 IN GROUND. NOTE: �dsgm°� T_ o ®® _� DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA < $�ds� IllU=1111� HAY BALES. 1/2 ACRE / 100 LINEAR FEET 91--R@p �)°`} CLEAN SAND&GRAVEL —1 p Q 0 d i 4 ANCHORING DETAIL Q � 2z �D °�� N GROUND SECTION DETAIL uOffi �W WATER Q O �O u Q' ,F�i i�'�o 7-0"Min. 8'-0"Dia. 2'-0"Min. STRAW BALE DIKE DETAILS 0� td E°°Z Typical Section @ Leaching Pools SILT FENCE DETAILS o °- k -Pzo GRASS SWALE DETAIL Scale: NTS SCALE: NTS Ddxp� MEN SCALE: NTS �ft F Q Iuuuu UUU 50' MIN, BUT SUFFICIENT TO KEEP SEDIMENT ON SITE H I Z W HAY BAIL AND/OR > SILT FENCING a IL 0 a • , 'i o- o z Z o _ f` w• W z 0 r� O � el n w o F- .y'• o z vL ,t. v - — z C00 Qfr ' L O N Y•. 0 (n y t•- 1 I� } LL W — z N LU o � w F- !a.' ti ti 2 0 � o z ry ry Uj �0 O CONSTRUCTION ENTRANCE — FOUNDATION OF COMF ACTED t 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVE D R.C.A. m ry — > FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRA NAGE. `i it ` PLAN VIEW i v t� z LU z Q �z ! EXISTING GRADE V/ ODAZ R 0 A D J•J_I 0 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED � V HAY BAIL AND/OR I 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. „ 1 SILT FENCING FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. > LU >JJt--1 0 bt_ �- CROSS SECTION 0 O t (� z TEMPORARY CONSTRUCTION ENTRANCE 0 SCALE: NTS m N z O Q Z LU -A Ck N Q :201-011 "Vol bit ro 11 (oil 'A I"T E C S TODD O'CONNELL A,RCH I T E C T P.C. TODD O'CONNELL, AIIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 TIE NEW FOUNDATIONS P(631)650-6666 W#4 REBAR a 24" O.C. VERTICAL;MINIMUM OF 2; F (631) 650-6667 GROUT FILL SOLID (TYPICAL) C(516) 658-0325 - - -- — — — — — — — — — — — — — — -- ..... - - — — — -- — — — — — — — — — — — — — — — — — — -- - - — — — — — — — — — — — 43 7777 -.;l :.' . - -. - 77,7 T i7. ::. a. 1:41 — — — — — — — — — -ya Til PRO 5(00 11 31e, T1JI PRO 5(00 SERIES F.J. a W' O.C. "T fit 24"Ox5b" DEEP 41-Olt PITCH SLAB---PREFABRICATED t"A DRY WELL 1'7 J 6" POURED GONG Nl FOUNDATION NALL i'T' -_ AK/#4 REBAR\/ER r. I (D 0 ; a 4a" O.C. + #4 !J1 T HORIZONTALLY. a 46" O.C. t1k; BEDROOM #2 4" CONO" SLA 4" CONCRETE SLAB W/bxb 10/0 W.W.M. IL OVER 6 MIL V.B. ON x U_ W/bx(, 1% k*q.M. 411 OVER 6 MIL V.B. ON COMPACTED 4" CONCRETE SLAB, 1 4" W/ (Oxro 10/fo W.W.M. 13 COMPACTED GRAVEL lz 4" CONCRETE SLAB -rd OVER 6 MIL V.B. ON 4" &RAVEL Pq/ bxb 10/(0 W.W.M. # SOIL COMPACTED &RAVEL- ON COMPACTEr:> ON COMPACTED OVER & MIL V.B. ON 4" ON COMPACTED SOIL 501L COMPACTED &RAVE < ON COMPACTED 501L .!WT all POURED GO G r FOUNDATION WALL do W #4 REBAR.VERT. 10"x2O" P.CONC. a 4b" O.c. + #4 FOOTINS REBAR W(2) #4 REBAR W 2"x4l. HORIZONTALLY'.— KEYWAY;MIN. 56" Mu, dr a 45" O.C. BELOW BATHROOM GRADE. (TYPICAL) 4, Lf� PITCH SLAB 44" (:2)1 5/4"XII )�W- 4 5" POURED GONG ML LVL RECREATIONAL FOUNDATION WALL O .0 I < ROOM U3 x I :54: W#4 REBAR VERT. D ® 45" O.G. + #4 I0`ox20" F. INIC,. REBAR FOOTINlS, 'U HORIZONTALLY. K/(2) #4 REBAR PV T a 45" O.C. 2 x4l, 00 z KEYWAY;MIN. 56" Qv- z BELOW 'T� TIE NEW FOUNDATIONS Uj < < GRADE. (TYPICAL) I-V#4 REBAR a 24" O.C. VERTICAL;MINIMUM OF 2 Om GROUT FILL SOLID (TYPICAL) — — — — — — — — — — — — — — — => < T _?K_1 11 3& T.JI PRO 560 11 3A, T1JI PRO 560 SERIES F.J. a 16" O.G. SERIES F.J. ® 16" O.G. Oil z 1'7 P00 < z z < 5" POURED CONC, 5F_E��Rcom #1 FOUNDATION WALL K/#4 REBAR VERT. MECHANICAU I 0 45" O.C. + #4 REBAR Room 12"x24" P. CONC. FOOTING HORIZONTALLY. H/(2) #4 REBAR H/2"x4" M a 4a)" O.C. KEYWAY;MIN. 56" BELOW - 1 IT. GRADE. (TYPICAL) J 24"Ox3b" DEEP 12" POURED GONG • PREFABRICATED FOUNDATION WALL DRY WELL l^V#4 REBAR VERT. _x a 4511 O.C. + #4 REBAR- 0 HORIZONTALLY. a 45" O.C. FOUNDATION FOR Z x FIREPLACE ABO\/rz. !J1 '11 L- - -- - - - - - - - - - - - - - - - it Z LU PREFABRICATED- DRY WELL 12"x24" P. CONC. O v W(2) #4 REBAR IW I5R,DN 2'lx4m ;S) FOOTING KEYWAY;MIN.56 Z BELOW GRADE. z (TYPICAL) n In 12" POURED CONIC FOUNDATION WALL _j W#4 RESAI.R VERT. < a 4511 O.C.+#4 ck REBAR HORIZONTALLY. K le 1-7 1-5" ;ol .q Q �zz 451-0" 51.0.1 SCALE: 114" P-0" UA Or,' , o HALL KEY LU EXIST TO BE REMOVED > < EXIST TO REMAIN LU lu NEW HOOD FRAME CINST NEW POURED CONCRETE 4"x4" POST UNLESS OTHERWISE NOTED lu o HOLD DOWN AS NOTED (6 z HARD WIRED SMOKE K O DETECTOR PV BATTERY BACK-UP 1 bO CFM PAN To EXTERIOR HARD WIRED CARBON MONOXIDE DETECTOR W BATTERY BACK-UP In CD MIN 12" A.F.F. AS PER WI) 2020 RESIDENTIAL COME OF NY5 eo 4" 77 CIE DENOTES E&RE-55 PqINDovq z < O < < Q § _j Ak'CH'Jll' ECtS TODD O'CONNE11 C H I T E C T P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631) 650-6666 ■ HOLD-DOWN F(631)650-6667 C(516) 658-0325 45'-0" 15'-O" ^�5)�' STEEL PIPE COLUMN 10 42'-011 T" , fTrf!"r�ilir_r.;;,rr,ti5 `0 14X4 ND POST #1 `® /4X6 ND POST f It6'-6' k f 4'-0" ® 6X6 ND POST (3)2XI0 (3)2XI0 1(5)2XIO (3)2XI0 ® OPEN GUARDS SHALL HAVE ' O O O II O O BALUSTERS OR ORNAMENTAL k PATTERNS SUCH THAT A X 3 „ m BATH. II 4-INCH-DIAMETER 5PHERE CANNOT PA55 THROUGH ANY OPENING UP TO A HEIGHT OF (] ® II 2X12 G.J. ® ib" O.G. I 34 INCHES. 1- 2X12 G.J. ® I6" O.G. 0 t M O o X 0 BEDROOM # II II ' O z O II BEDROOM #( A _I Oil � m m II I fx m COMPOSITE - ) 4 II 4 DECKING A5 O }- O10' l0" (I (I La NEW STAIRS TO �p OWNER. BY - v z ' OO II Q COMPLY WITH I :t BALCONY 5 a 23 II I) 2020 IRG, AS N I( DESIGNED BY - o �A(K v U _ I �v _ --- - - - - - - - - - OTHERS -01 I OPEN GUARDS SHALL HAVE BALUSTERS � OR ORNAMENTAL PATTERNS SUCH THAT A NEW INTERIOR WALLS rXI u _ (I 4-INCH-DIAMETER SPHERE CANNOT PASS CONSTRUCTION 2X6 WOOD s N \ / THROUGH ANY OPENING UP TO A HEIGHT 5TUD5 0 16" O.G. PROVIDE 1/2" OF 34 INCHES. ° p o INTERIOR 6YP. BD. (SEE SPECIFICATION AND NOTES) p? *1 a v �- O ATTIC ACCESS. PROVIDE BEHIND SIDING. - o OO DOUBLE FRAMING a O p I X cV OPEN./,TO v O d 8 o LL tt - I �? BELON, dJ a O I N MONOXIDE qn tu X> — N C. N tY tt ALARRMS HALL BE �m INSTALLED OUTSIDE OF < o o z o 6 ` EACH SEPARATE - / SLEEPING AREA IN THE o o n IMMEDIATE VICINITY OFID o o u THE BEDROOMS, NOT a Q o } FARTHER THAN I OFT, INACCORDANCE N d z (� b I O O - _ SECTION R515 AND H o L — — — — — O BAT 1 r O O ® �, SECTION gI5.3.1.3 OR �d � 4 < cl (`I jh THE 2020 NYS FIRE Q d m o o�o s p I I CODE. } ® I NEW EXTERIOR WALLS CONSTRUCTION v U U Oj A I 2X6 WOOD STUDS ® 16" O.G. PROVIDE R-21 AND 1/2 INTERIOR GYP. BD. (SEE 0 I SPECIFICATION AND NOTES) AND 1/2" x — EXTERIOR PLYWOOD SHEATHING, AIR BEDROOM #� �r DRE551 NC ( -' - I INFILTRATION BARRIER AND SIDING AS — - x ROOM I J SHOWN ON ELEVATIONS. PROVIDE Y2" r m I m aJ (R3) RIGID INSULATION BOARD BEHIND m i BATHROOM SIDING. 0 Z 0 4- PROVIDE E TEMPERED GLASS EVI OZ SHOWER ENOL05URE AND DOOR. IL J z � m I I PLUMBING FIXTURES, FINISHES 0 i I I m AND PLUMBING HARDWARE z O ` A5 SELECTED BY OWNER. Z W — [ IVO Q 0 (3)1 5/4"xq Y4" ML LVL N to le 42'-O" > lu 43'-O" WALK-IN CLOSET AS DESIGNED BY OTHER. FINAL (— LAYOUT TO BE DETERMINED BY OWNER AND CABINET SUPPLIER. LU Z Q D_z on O u-1JU WA11. KEY > < EXIST TO BE REMOVED u EXIST TO REMAIN z RO�'OSED SECOND FLOOR FLANLLI I- NEW WOOD FRAME GNST SCALE: I/4" = I'-O" 3 O �I cn NEW POURED CONCRETE �O{' ® 4"x4" P05T UNLESS OTHERWISE O NOTED IX c11 � z ® HOLD DOWN AS NOTED HARD WIRED SMOKE OO DETECTOR W/ BATTERY BACK-UP ® 60 GFM FAN TO EXTERIOR u1 w� HARD WIRED CARBON MONOXIDE m m ~ W QDETECTOR W/BATTERY BACK-UP (m1V d Oz MIN 12" A.F.F. AS PER VVVIII 2020 RE5IDENTIAL CODE OF NYS 0 Q z CIE DENOTES EGRESS WINDOW UJ � !X ARCHITECTS TODD O'CONNELL _�A3RCH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 C(516)658-0325 J z I m r / z O / v z U1 lu LL ILZJI / 3tu Q0. dos - - - - — - - — ^ ► � d ti- uop ° W nz ROOF } isS ° O - - - - - - - - - - QLU dJ �d � 8 o 9;FwN FL ° L m �- n3 �u,°�°dioz tD O ��F?? � _�° " 3 to OPEN OUARD5 SHALL HAVE Q O Q- BALUSTERS OR ORNAMENTAL d d m o v o° Q PATTERNS SUCH THAT A 2X8 R.R. a 16" O.G. F- Q 4-INCH-DIAMETER SPHERE %p CANNOT PASS THROUGH ANY n OPENING UP TO A HEIGHT OF U U U 54 INCHES. PROVIDE MEMBRANE SYSTEM. \ \ 2X8 G. 16" O.G. \ \ ® TTIG 0 HOLD-DOWN \ \ ROOF — — — — — \ _ Al \ \ 1 5 V2" STEEL PIPE COLUMN Z W z � \ j®j 4X4 D POST O J v \ \ \ \ ;®j 4X6 WV P05T WILI O O \ \ STANDINO SEAM METAL N v ROOF TO BE SELECTED ® 6X6 ND POST ® \ OVER 50# BUILDING FELT zdo z ww O tt a ' \ \ ?Jj 3x4 ALUMINUM LEADER TO O v \ \ BE SELECTED BY OWNER 4"Af ON IX& FASCIA BOARD N N \ \ 4 W/ VENTED SOFFIT O Q �P 10 3�a" cv 10 N \ \ m cv — \ \ PROVIDE ICE PROTECTION AS PER 2020 RESIDENTIAL CODE OF W5 -R9O5.1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 �— LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE-ROOF LESS THAN 4.5:12 PITCH MUST ICE SHIELD tu ENTIRE ROOF. ROOF 5:12 OR STEEPER REQUIRES MIN 5 FT. FROM EAVE EDGE - ` �juUl o WALL KEY _ (� — EX15T TO BE REMOVED (� tu EXIST TO REMAIN V / LH NEW WOOD FRAME GNST nO /� PLAN 1!� NEW POURED CONCRETE ROOF FRAM I 1`�I O I- LA `� ® 4 x4 P05T UNLESS OTHERWISE I NOTED SCALE: I/4" = I'-O" Z ® HOLD DOWN AS NOTED K HARD WIRED SMOKE OO DETECTOR W/BATTERY Q BACK-UP ® 50 GFM FAN TO EXTERIOR ►n Q m to W HARD HIRED CARBON MONOXIDE 9 n a DETECTOR W/BATTERY BACK-UP N O Z MIN 12" A.F.F. AS PER 2020 RESIDENTIAL CODE OF NY5 Q z CIE DENOTES E6RE55 WINDOW O � v 47 STANDING SEAM METAL — — — — — — — — — — — — — — — — — — — — — — — — — — — — - --- rkFIN15HED SECOND FLOOR ROOFING AS SELECTED. I ELEVATION:77.21' LINE OF CONCEALED ARcHi� EC'tS` HF-I6HT:54.00T' ALUMINUM FLASHING. TODD O'CONNELL +�,RCH I T E C T P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 4 P(631) 650-6666 F(631) 650-6667 C(516) 658-0325 ',rAV V' ;6 rrr rr,r,j 4x5 ALUMINUM GUTTER KI 5x4 ALUMINUM LEADER TO 1� J TT 11 1 BE SELECTED BY OWNER . 4111 11 11 11 11 1 1 11 111 ON lX8 FASCIA BOARD TOP OF DOORS AND WINDOWS W VENTED SOFFIT HEIC-7HT:95.0' IN 0 (D 0 0 TTI BOARD AND 1�L---j I LL— BATTEN 51MINO AS I FINISHED SECOND FLOOR SELECTED. 11 F-LEVATI ON:5-T.Iro' 102' HE16HT:14.03' TOP OF DOORS AND WINDOWS H EOZ&H --q—a z A I 0 8 � (� � � I � z 3! U- &X6 A00 V4D P05T WITH DECORATIVE COLUMN Ll FINISHED FIRST FLOOR, ENCLOSURE. I I ELEVATI ON:46.0' HEIC,HT-2.5a' �R- tu 0 WH� J!�EXISTING AVERAOE ORADE L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — YELEVATION: 45.125' z HIM v 9� g %3 C, FROP05ED FRONT ELEVATION < zo 5:0- z P� k w H�150 SCALE: 1/411 V-011 0<y M<' /-K FINISHED SECOND FLOOR ELEVATION-1-7.21' HEIOHT:54.01' k STANDING SEAM METAL < ROOFING AS SELECTED. IL tu 4x5 ALUMINUM GUTTER K/ z 5x4 ALUMINUM LEADER TO 0 BE SELECTED BY OWNER q, 0) ON IXe> FASCIA BOARD z q) VENTED SOFFIT 0 lu 1 0 0 z ry n n /-K TOP OF DOORS AND PqINDOV45 9--1 HE C-71-IT:i5.0' OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4-INCH-DIAMETE-R SPHERE CANNOT PA55 n ci THROUGH ANY OPENING UP TO A HEIGHT OF 54 INCHES. T BOARD AND BATTEN 51DIN57 AS LU 7: FINISHED SECOND FLOOR SELECTED. -7A-75-RT- -17br- ELE\ T 0 HE15HT:14.05' z rKTOP OF DOORS AND P41NDOPq5 OL z z 7-7 7- 7 DA 3 -I LU 1:2 v lu LU -ij I I I I'l FIN15HED FIRST FLOOR 3: tu ELEVATION.-46.-0' HEI5HT::2b8' ------- ----------------- J�EX15TINO AVEKAU�M -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1+/ELEVATION: 45.125' — — — — — — — U) 0 n n LU n A z I <0 Z FROF05EP REAR ELEVATION 2 ]� SCALE: 114" = 1'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — A R C 1 T E C T S FINISHED SECOND FLOOR H TODD O'CONNFLL 2N,RCH I T E C T P.C. HEIOHT:54.061' TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 STANDING SEAM METAL Hauppauge,NY 11788 ROOFING AS SELECTED. P(631) 650-6666 F(631)650-6667 C(516)658-0325 4x5 ALUMINUM CUTTER PV rr,-,ri it f,rf j f r-i 5)<4 ALUMINUM LEADER TO BE SELECTED BY OWNER ON IX5 FASCIA BOARD t W VENTED SOFFIT TOP OF DOORS AND WINDOWS OPEN GUARDS SHALL HAVE BALUSTERS ORNAMENTAL OR PATTERNS SUCH THAT A 4-INCH-DIAMETER SPHERE CANNOT PASS BOARD AND THROUGH ANY OPENING UP TO A HEIGHT BATTEN 51VIN5 AS OF 54 INCHES. SELECTED. FIN15HED SECOND FLOOR ELEVATION:5-7.16' HEIOHT:14.05' TOP OF DOORS AND WINDOWS— Z HE I 6HT:q.0' &X& AGO k10 POST WITH 11 ILL I� 11 11 11 1 DECORATIVE COLUMN ENCLOSURE. O O Z OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL zo PATTERNS SUCH THAT A W U 4-INOH-DIAMETEP, SPHERE CANNOT < kn 0 L 3 PA55 ANY DIL TO A HEI&HTTHROUOH OF 54 INCHES OPENINO UP o s Q ° m FINISHED FIRST FLOC lu ELEVATION:46.0' HEIOHT:2.55' ,g3 LU 0 JNEX15TINO AVERAGE E ELEVATIO — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — < un 0 IL 51DE ELEVATION <A30Z .Poo 11-011 W-�fl 114 < — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — /-K FINISHED SECOND FLOOR HEI0HT:54.OcI' J k Z tuO STANDING SEAM METAL t- ROOFINO AS SELECTED. o z z ftj 0 tu p 4.x3 ALUMINUM C7U7Tr-R W O Q z 5x4 ALUMINUM LEADER To n OPEN GUARDS SHALL HAVE BALUSTERS BE SELECTED BY OWNER Q TOP OF DOORS AND WINDOWS OR ORNAMENTAL PATTERNS SUCH THAT A ON IX5 FASCIA BOARDQ 4-INCH-DIAMETER VENTED O <HEI&HT:a.0' 4 -TER SPHERE CANNOT PA55 W VE zD SOFFITTHROU6H ANY OPENINO UP TO A HEI&HT OF 54 INCHES. 03 > LU FINISHED SECOND FLOOR LLJ HE I 5HT:14.05' y < ELEVATION:57.16' Top. OF DOORS AND WINDOWS tu 7— H IOHT cl 0' � D�z JU LU .......... ............ ...... _IV - &X(b ACG PO POST WITH DECORATIVE COLUMN ENOI-05URE. > OPEN GUARDS LU SHALL HAVE Ifl BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A FINISHED FIRST FLOOR 4-INCH-DIAMETER ELE7,15�7-10N:46.0' SPHERE CANNOT HF-15HT:2155' PA55 THROUGH ---- --T� ANY OPENING UP OLI TO A HEIGHT OF imilliIiii'll A t i IRE 11 rare a I erm 54 INCHES. kVELEVATION: 43.125- — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ate— p Lo Ck V) LU to n z 0 z < SIDE ELEVATION LU SCALE: 114" = 1'-0" < < ARCH'ItEC'fS TODD O'CONNELL ARCHITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516) 658-0325 ---------------------- ------- _ ------------------------------------------------------------------- -------------------------------------------------------------------- ---\\ / / / r.axw A.eescma. / .nµW�rm srWPM ro / ON W rA/GN T ` �• OrS1.liW.pMIl WNSSVAFmY � �+� O ,MIQMN AXY o.e.w w M AIlaw! tr'fi. Y / raer+r.rscs' /r &a ACA 00 nWWM I oral■wo..rw,.wwe � I .Au oR oiewnrra. I .,.. I —A M. I I I I I ry I -———————— ——————————————————————————————————————————————————————————————————————————————————————————————————————————— ---------------------------------------------------------------------------------------------------------- ————————————————————————————————————————————————— --------- z # v � J z c!1 S 117E ELEVATION SKY E-XF05URE ° z 50ALE: 3/52" = P—O" Uzi, °goo ------------------------------------------------ ° --------------------------- --------------------------------- -------------------------------------------------------- tu !Ilwtmg��R 9- _ 0.V / / ww Awmaw rrwoeam \\ V (0 0 yp o.er.rwa wu wwe euwer — re.ea rfl m a+Q \ t_D}QJ /, 1�ro�Drmgp Np j��' � al w►MlerrAt rAr�eoe arM nM�Ai— li L U171 �tlsG'_ 4�A/��k+�Na+nr ryas w vr�l�salt F- \`\ z I 11NTA I A/-.�IA�I��IGMIIpT I I -A------------------------------------------------- IEOrtP I ----------------- ------------------------------------------------------------------------------------------------------------L--------------- v SIDE ELEVATION 5KNr F—XF05URF- 5CALE: 3/32" = 1'-0" z z k O � !L w z � O z v O z LU WrAH"2VMWrAL ---------------------- O rasHrasa• / -------------- \ — \ cv O ^° / \ \W VL11G lOIT1f 00AM No avr.wm..rwu rvAre.,usra. �y / O. O OR ORNldfAL r/Ir'rllOtl�Y TMr A ww `\ / MAd MW N `\ H9aFrnMDO'� ,/ `\ 1/Ba1Rd4a0'� // fesct� \\ O vLLI " rasirt•aer I I ----- 1------------------- --------- ----------------------------------------------- --------------- — ------------------------------------------------ ----- --------------------- UZ O �-1 1 O FRONT ELEVATION 5K)' EXPOSURE REAR ELEVATI ON SiGY F.X1=05URE 50ALE: 3/52" = 1'-0" � C, > �tu Z Q in o to rn z cv `t z "VI 0 Q z • O < Q O � v � r I ARCHff'tC'f5 LINE OF CONGEALED TODD O'CONNFLL ALUMINUM FLASHING. A.R C H I T E C T P.C. t FINISHED SECOND FLOOR_ TODD O'CONNELL AIA ELEVATION:T1.21' (2)I 5/4"xl4" ML LVL RIDGE ' HE I GHT:34.Oc'i' WITH CONTINUOUS RIDGE 1200 Veterans Memorial Highway VENT Suite 120 Hauppauge,NY 11788 \ P(631)650-6666 b I� 2X5 G.T. 0 I6" O.G. � \ 12 F(631)650-6667 (® OF ATTIC) �Qb C(516)658-0325 ZrrCtgrr.inr� =vrf i1i;rf i r, f�Iiii i.r t rig"r' r"f(iifrri .rr,Iii 2XI2 R.R. ® 16" O.G. c R30 BATT INSULATION TOP OF DOORS AND WINDOWSv, HEIGHT:&.O' NEW INTERIOR WALLS CONSTRUCTION WOOD STUDS ® NEW EXTERIOR WALLS CONSTRUCTION 2X6 WOOD 5TUD5 ® I6" O.G.O. PROVIDE INTERIOR O.G. PROVIDE IRIOR GYP. BD. (SEEEE SPECIFICATION AND NOTES) R-21 AND 1/2" INTERIOR GYP. BD. (SEE BEHIND 5IDING. BATH. SPECIFICATION AND NOTES) AND 1/2" BEDROOM #6 EXTERIOR PLYWOOD SHEATHING, AIR in BEDROOM #4 INFILTRATION BARRIER AND 5IDING AS m SHOWN ON ELEVATIONS. PROVIDE Y2" �- m (R3) RIGID INSULATION BOARD BEHIND 1— UPTURN (2)1 s/4"x2O" ML LVL + SIDING. �I (1)1"x2O" STEEL FLITCH PLATE 1�2 5 Z #O �FIN15HED SECOND FLOOR_ Q EGHT:14.03' J Z ts) TOP OF DOORS AND WINDOWS O }- HE16HT:11.0' NEW INTERIOR WALLS v Z CONSTRUCTION 2Xb WOOD STUDS ® 16" O.G. PROVIDE 1/2" INTERIOR 6YP. BD. (SEE SO O SPECIFICATION AND NOTES) ° o BEHIND 5IDING. No � Qa� KITCHEN i�ANTRY DINING ROOM W -L wv T- 13 OFINISHED FIRST FLOOR ELE7ATION:46.0' A � � o HEI0HT:2.88' .,... 4w988 — — — — — — — — — — — — — — — — — — — — — — — — — — IL lu- 1 ELEVATION: 43.125 w w lu Q � m rz R15 BA'rT INSULATION RECREATIONAL10 ROOM W.I.G. GL. BEDROOM #2 QQK m o Q11 12" POURED GONG FOUNDATION WALL W/#4 RESAR VERT. ® 48" O.G. + #4 REBAR V V v HORIZONTALLY. ® 45" O.G. 12"x24" P. GONG.FOOTING — W/(2) #4 REBAR W/2"x4" KEYWAY;MIN. 36" EELOW GRADE. (TYPICAL) I GROSS 5EGT1 ON 4" CONCRETE SLAB w/ bxb 10/0 W.W.M. OVER b MIL V.B. ON 4" SCALE: 1/4" = 1'-0" COMPACTED GRAVEL Z ON COMPACTED SOIL I- a w z IL O N z :5 O w p IY U p Z 1�l I N 1� O l�l S C H E D U L E " o DOOR SCHEDULE w o Q MANUFACTURER w1NDo INDO UNIT 51ZE ROUGH OPENING COMMENTS — — DOOR TYPE UNIT SIZE COMMENTS Q; I CASEMENT 3'-O"x l'-O" 3'-OY2"x'1'-OY2" *EGRESS WINDOW WITH TEMPERED GLASS w W O t� N — a I SWING, 51NOLE DOOR 2'-8"x8'-O" BEDROOM DOOR z 0 CASEMENT 2-6 xb-O 2-bY2 xb-OY2 00 p O CASEMENT 2'-6"x4'-b" 2'-6Y2"x4'-bY2" VINYL WINDOW WITH TEMPERED 6LAS5 DOUBLE DOOR SLIDER (2)3'-0"x8'-O" BEDROOM CLOSET DOOR u b b 2 O CASEMENT 2'- "x4'- " '-6Y2"x4'-bY2" ILL. SWING, SINGLE DOOR 2'-4"x8'-O" BATHROOM DOOR M p 4 p z0 O CASEMENT 3'-O"xb'-O" 3'-oY2"xb'-OY2" *EGRE55 WINDOW L 4 POCKET, SINGLE DOOR 2'-4"x8'-O" BATHROOM DOOR V 0 O CASEMENT 3-O x4-b 3-OY2 x4-6Y2 VINYL WINDOW WITH TEMPERED GLASS 1 v . SWING, DOUBLE DOOR (2)2-8 x8-O BEDROOM DOOR ,I ' „ , LU T PICTURE 6'-O"x3'-b" 6'-OY2"x3'-6Y2" 1 N a SLIDER DOOR 12-O x8-O 4 PANEL EXTERIOR SLIDER DOOR Ik O CASEMENT 31-O"x'T'-O" 3'-OY2"x'1'-OY2" *EGRE55 WINDOW WITH TEMPERED GLA55 ? SLIDER lb'-O"xc1'-O" EXTERIOR 5LIDER DOOR p Q" Q O CASEMENT 2'-E"x'1'-O" 2'-bY2"x"1'-OY2" p s SWING, SINGLE DOOR 3'-6"x�t'-O" FRONT DOOR WITH (2)14" 51DE LITE5 W w CASEMENT 2'-bY2"x5'-6Y 2" SWING, DOUBLE DOOR (2)2'-6"x9'-O" BEDROOM #3 DOUBLE DOOR F LH CASEMENT 21-611x5'-6" 2'-bY2"x5'-bY2" TEMPERED GLASS. VINYL WINDOW F, w SWING, DOUBLE DOOR (2)2'-4"xQ'-O" HALLWAY CLOSET DOOR V ►L �� ' " ' '-bY2x5" '-6Y2" 11 SWING, SINGLE DOOR 2'-4"x�t'-O" CASEMENT 2-bx5-b" 2 BATHROOM DOOR Q 0 (n O O tL SLIDER, DOUBLE DOOR b'-O"xQ'-O" CLOSET SLIDER CASEMENT 2'-6Y2'xb'-OY2 *EGRESS WINDOW. LU O ' e OVERHEAD GARAGE DOOR q'-O"x8'-O" GARAGE ta, O CASEMENT 2'-b"x2'-6" 2'-6Y2"x2'-6Y2" ATTIC WINDOW n/ (,4 SWING, 51NOLE DOOR 31-0"x?'-O" BATHROOM/ DRESSING > < Q Ie 5WIN0, 51NGLE DOOR I1-b"x-7'-0 " BATHROOM/ DRESSING CLOSET NOTE: VERIFY ROUGH OPENING, AND UNIT DIMENSIONS WITH MANUFACTURE PRIOR TO ORDERING 11 ' SWING, SINGLE DOOR 2'-6"x8'-O" W.I.G. * THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF i J-1 5.77 50. FT., CLEAR OPENABLE WIDTH OF 20", AND A CLEAR OPENABLE HEIGHT OF 24"; -1 z 5WIN0, DOUBLE DOOR (2)2'-4"x5'-O" BEDROOM #2 4 #3 CLOSET SILL HEIGHT NOT TO EXCEED 44" A.F.F. SWING, 51NOLE DOOR 2'-8"x8'-O" BEDROOM DOOR v/ w �+ 5WIN0, SINGLE DOOR 3'-O"x5'-O" H.M.5.0. "B" LABEL DOOR O O ' Q SWING, SINGLE DOOR 31-O"x8'-O" BASEMENT ENTRY DOOR J-1-J m SWING, SINGLE DOOR 21-6"x8'-O" BATHROOM z p m w 9 W m N O m z Q lu O p p AR CHITtC,TS' TODD O'CONNELL i ARCHITECT P.C. I TODD O'CONNELL AIA 4" FRE5H AIR VENT ' I THROUGH ROOF 1200 Veterans Memorial Highway BATH. #2 BATH. #1 1 MASTER Hauppauge,NY 11788 I BATHROOM P(631)650-6666 _ __ ------ — —ROOF EXTENSION ______---- r'— I --------- F(631) 650-6667 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE _ -_ ----- I ( I T--------r------ TERMINATED NOT LESS THAN b INCHES ABOVE THE ROOF OR b r__-----T r I I 1 1 I I I 1 C(516)658-0325 INCHES ABOVE THE ANTICIPATED SNOW 15 TO BE USED I I I " I I " i I 1 I i I r,�,if;trJ"f�i(i:l Ci: .l n(:ii WHICHEVER IS GREATER WHERE A ROOF IS TO BE USED FOR I I I 12 I I 12 2" I I I ASSEMBLY,A5 A PROMENADE,OBSERVATION DECK OR I I I I ( 1 I 5UNDATHING DECK OR FOR SIMILAR PURP05E5,OPEN VENT I I I I I 1 I 1 I 1 PIPES SHALL TERMINATE NOT LESS THAN T FEET ABOVE THE 1 I I I I I I 1 I I ROOF. lY I/2" V2 12+ V211 12" I 12" IV V2" V2" " 1`13103.2 FR05T CLOSURE I WHERE THE c1l.5 PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE 15 O°F OR LESS,VENT EXTENSIONS THROUGH A W I I I ROOF OR ALL SHALL BE NOT LE55 THAN 3 INCHES IN I ( I I DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE 1 OF THE BUILDING. I I I 4 � TABLE P3201,1 " n n u n u ��2 51ZE OF TRAPS FOR PLUMBING FIXTURES / cW cw— —cw cW—cw— —cW `w TRAP SIZE G O PLUMBING FIXTURE MINIMUM MIA —HW—HW HW HW—HW—� W—HW—HY�I Hw� —HW—HW—HW HW HW—HW— —HW G.O. - e� (INCHES) BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR 1 1/2 I WHIRLPOOL ATTACHMENTS) I BIDET 1I/4 I CLOTHES WASHER STANDPIPE 2 D15HWASHER(ON SEPARATE TRAP) 11/2 BATH. #3 I i K 1 TGHEN �C FLOOR DRAIN 2 KITCHEN SINK(ONE OR TWO TRAPS,WITH OR POWDER ---- -- WITHOUT DI5HW+45HER AND FOOD WASTE DI5Po5ER) ROOM ------ ------,— —+ -�—�— �----------------------- SUTLER'S � O LAUNDRY TUB ONE OR MORE COMPARTMENTS I I/2 ____ ---------------- T I I I ------------- LAVATORY 1 I/4 r------T---- I I I I I ~ SHOWER(BASED ON THE TOTAL FLOW RATE I i 1 i 1211 i i i F NTRY THROUGH 51401AIERHEA05 AND BODYSPRAYS) Q — FLOW RATE. I I ( I I I I -� 5.T GPM AND LESS 1 1/2 I 1 I I I I MORE THAN 5.'1 GPM UP TO 12?5 GPM 2 I I ( I MORE THAN 12.5 GPM UP TO 25.8 6}'MTHA 4 �2" 12" �2++ 12++ �2" IY2" Z N 5 I I I v I I I I I I I I ~ a o p�, Qw IL 1 o d � I� 0 QQ iK<->-I OC U 0 I u 2" DQOo n _,q" " n " 0[ —GYl—LY'l—G'1 GW—Gw-i-i-;'�Gw—GW—GW—GY7—GW—GW—GYI—GW—CW—CY7—CW —CY'! CY1— —GW CYI— GYI—GV—GW—GW—GW—GW— Ul gW� 1L M F NU (QQOv�O W G.O. / / -HW-Hw HW- -HW-FN+1� HWHW I HW HWHW-Hw-HW-HW-Hw- G.O. 4(�tLu' Q �MU�z W V z< � � BATH #4 1 I 1211 1 1 —cW—cW-av-cw om � �� wvSn U 1�2 12 Hw— --- —Hw w— — — - ~ T x p i= fQ 1 ++ ozo I BAGKFLOWQ4moo0.o's p I HWHF PREY)=LATER cW cw cw • �� ��� � I /� /� CONNECT TO NEW D P UMB I N R 15ER D I AC RAM SEWER LINE Ul � N.T.S. 3 < O � w z Q O N v O � to O w p !X v Q 11 z c\v N In O cv cv 0 Q m LU 'ZII u z F� DL Z I OUAZ z JU _I Do luUA3: OL o3: �r Its)11) O z UN Lu o >Y m to o m z Q LU O < v I La in Q HURRICANE ANCHORS MANUFACTURED BY 51MP50N STRONG-TIE CONNECTORS MODEL No. H2.5A OR APPROVED EQUIVALENT AT EVERY HURRICANE ANCHORS MANUFACTURED BY 'A R"C H#•T EpC T S` RAFTER TO PLATE CONNECTION BOTH SIDES WHEN USP CONNECTORS MODEL No. TMU26,TMU210 TODD O'CONNFLL RAFTERS DO NOT ALIGN WITH STUDS OR APPROVED EQUIVALENT AT EVERY a RCH ITECT P.C. �_.. WALL STUDS ® I6" O.G. RAFTER TO RIDGE CONNECTION WHEN RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1 USP CONNECTORS MODEL No. ST22 200 Veterans Memorial Highway SIMPSON STRONG-TIE CONNECTOR 16 6a. COIL 5TRAPPIN6 MANUFACTURED OR APPROVED EQUIVALENT AT EVERY Suite 120 L. #H7Z TO BE USED WHEN OOF RAFTERS BY SIMPSON STRONG-TIE CONNECTORS RAFTER TO RIDGE CONNECTION Hauppauge,NY 11788 RAFTER ALIGNS WITH STUD _ MODEL No. 0516 OR APPROVED EG2UIYALENT WHEN RAFTERS ALIGN USE A MINIMUM OF TWO 8d \� P (631) 650-6666 NAILS THIS 5IDE WITH A / °' ' 01 F(631)650-6667 TOTAL OF FOUR INTO RAFTE I BOTTOM PLA RIDG C(516)658-0325 ( i RIM JOIST ° ROOF RAFTER I ��i� S(AtAr,r,;:r,r;;rrj; " DOUBLE TOP PLA i i STUD PLATE TIES MANUFACTURED BY 51MP50N � n / STRONG-TIE CONNECTORS MODEL No. R5P4 OR APPROVED EQUIVALENT AT EVERY STUD c, TO PLATE CONNECTION WHEN RAFTERS DO NOT SUB FLOOR �i ALIGN WITH STUD FLOOR JOIST •.;�:\� �x' ��; � STUDS ® I6" O.G. a i�1170 STfi� �i�I NO DT I ° TWO ad NAILS 16 6a. COIL 5TRAPPIN6 MANUFACTURED INTO PLATES BY SIMPSON 5TRON6-TIE CONNECTORS NOTE: MODEL No. 05I6 OR APPROVED EQUIVALENT ALL STRAPPING TO BE l() INSTALLED AS PER MANUFACTURES 16HT 8d NAILS SPECIFICATIONS AND NYS GORE r INTO STUDS WALL STUDS a 16" O.G. N N # ROOF STiz fi'F I NO DETAIL ZFLOOR STi AFF I NO DETAIL HURRICANE TIES MANUFACTURED BY 11�- SCALE: 5/4" = 1'-0" SIMPSON STRONG-TIE CONNECTORS MODEL —J No. H2.5 OR APPROVED EQUIVALENT AT EVERY Ul RAFTER TO BEAM CONNECTION BOTH SIDE z USE 51MP50N Z-MAX OR H1776 CONNECTORS v TO INCREASE CORROSION RESISTANCE Z FOR ALL HARDWARE IN CONNECTION W/ AGQ LUMBER. n[ WALL STUDS a 16" O.G. PROVIDE HOLD DOWNS AT I j" MIN. EDGE ALL CORNERS AND BOTH D I FFERENGE ° '~ SIDES OF OPENINGS 6 FU o ' V�0 �vvi OR GREATER IN WIDTH k o o ROOF RAFTER m?=qW'v'qs DOUBLE 2X STU STRONGP0E CCAP M MANUFACTURED oY5IIMP50N o Rn lu 052 5/6a Y OR APPROVED EQUIVALENT INSTALLED A 7-4 9- j V (� 5/8"�x12" STEEL ANCHOR ° : `ri A5 PER MANUFACTURES SPECIFICATIONS ��4 O BOTTOM PLr4 `\ SIMPSON HDU5-5D52. BOLTS AT 5'-0" O.G. MAX. z RIM JOIST q MIN EMBEDMENT OF " F ' \ SEE PLAN o ~ a '" I) e •d� DECORATIVE COLUMN COVER bxb COLUMN .II NOTE: a M IL SUB FLOOR o u o ALL STRAPPING TO BE n COLUMN BA5 d FLOOR JOIST INSTALLED AS PEP, MANUFACTURES -$�-�i _ Z° SILL PLA SPECIFICATIONS AND NY5 CODE (I a oQx _ TERMITE SHIEL m<U Ib 6a. STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS I I ° e Q FOUNDATION WALL MODEL No. GSI6 OR APPROVED EQUIVALENT. o u STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP UNDER 51LL PLATE AT FOUNDATION. II "x5"xV2" 5TL. BEARING PLATE MANUFACTURED v I V v VCD BY SIMPSON 5TRON6-TIE CONNECTORS MODEL No. v L5P2 OR APPROVED EQUIVALENT ' LNGOfi� COL T ITT (L P. GONG. 5LA 100, i �Ic,Al_ 5/b"xl2" HOOKED ANCHOR BOLT _ I - ® 3'-0" O.G. - W/'V MIN. EMBEDMENT INTO CONCRETE THREADED STEEL RO SCALE: 3/4 I -O - WITHIN 6-12" OF EACH END OF PLATE SIMPSON HDU5-SD52. OUNPAT I ON STfi AFF I NO DEETA I L DOUBLE 2X STU COLUMN BASE MANUFACTURED a 51MP50N STRONG-TIE MODEL EL � No. CB066-SD52 INSTALLED v a z Z SCALE: 5/4" = I'-O" SIMPSON HDU5-5D52. AS PER MANUFACTURERS < SPECIFICATIONS OR APPROVED WHEN NOT ALIGNED WITH RAFTER, EQUIVALENT Q CONNECT KING STUDS TO TOP PLATE, HOOKED ANCHOR BOLT z SEE ROOF STRAPPING DETAIL ILI WRAP IY4" 6AL5. 20 &A. COIL STRAP MIN. 12" PENETRATION O F. GONG. CHEEK WALL ROOF ~ N 'J OOVER TOPF FRAM MI G TOP PLATE 8 NAIL INTO FOUNDATION s USE 51MP50N Z-MAX OR HD6 CONNECTORS P Z F a T INCREASE CORROSION RESISTANCE i�Ofi�GH STfiZ i�fi�I NO I7 T I L �' FOR ALL HARDWARE IN CONNECTION W/ AGQ LUMBER. v ID Z PROVIDE HOLD DOWN5 AT N m ALL CORNERS AND BOTH Q CRIPPLE SIDES OF OPENINGS 6 STUDS OR 6R.EATER IN WIDTH (V DOUBLE TOP PLATE I N tV O = z EADER II __-DOUBLE 2X STUD W !l� Y U IMP50N HDU5-5052.5 1 JACK STUD L FULL ENeTH - WALLLSTUDS II `l ' I J< �_ FRAMED OPENING FOR NEW a ---HOOKED ANCHOR BOLT WINDOW OR EXTERIOR DOOR •° II MIN 12" PENETRATION a I1 INTO FOUNDATION Ll ��— " USE SIMPSON Z-MAX OR HDG CONNECTORS :a • . � TO INCREASE CORROSION RESISTANCE a O Iu FOR ALL HARDWARE IN CONNECTION O W/ AGQ LUMBER. ' I_4 n� STiZi�l•'I NO 17T I L LNG >ua � U — TF — — T-F — — I_F_ T �-- NOTE: lUPLIFT CONNECTION 15 REOUIRED O , NO UPLIFT GOI�INEGTORS I I I AT EACH END OF THE HEADER AND AT O � JaJ REQUIRED H!S AREA BOTTOM OF HEADER 5TUD5 IN ADDITION I I I TO CONNECTORS AT WALL STUDS AND V AT TOP AND BOTTOM OF CRIPPLES. N� 6 6a. STRAP TIES MANUFACTURED BY 51MP50N 5TRONG-TIE CONNECTORS USE 51MP50N Z-MAX OR HD6 CONNECTORS MODEL No. 05I6 OR APPROVED EQUIVALENT. TO INGREA5E CORROSION RESISTANCE STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION m w N o W AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. m z � Ui� I FT CONNECTOR DETAIL � z L L l SCALE: 3/4" = I'-O" JOIST DETAILS 1 Load bearing or bracedlshear wall Plate nail-16d(0.135"x 3/2') 1Y2'round holes may be above(must stack over wall below) •<'.. Plate nail, 16d(0.135 x 3 Y") at 12"on-center Load bearing or braced/shear wall above cut anywhere in web Blocking( 2) When sheathing thickness exceedsY8', Blockingpanel: %"TX'RimBoard, must stack over wall below when resent u ALLOWABLE HOLES - TJIR Joists outside of hatched zone if Plate nail, 16d 0.135' x at 16"on-center at 16'on-center 9 2x_stud wall at Floor panel nail- � ( present) O ; trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Yz'")at 6"on-center 1Y4�or 1Y2 TimberStrand- LSL or No load bearing they are located 3"away ng panel: Min.distance from Table A Min.distance from Table B horizontally Web stiffener 1Y$ TJb'Rim Board, 1Y4'or Plate nail-16d 0.135"x 3%" TJI"�oist. wall above Blocking panel: 0 required on both ( ) Web stiffeners required on 1 �,g P (edge-to-edge)from a A R C H I T E C T S' 1Y2 TimberStrand LSL or q at 16"on-center* 2x4 minimum Web stiffeners 1/8"TJ Rim Board, DO NOT TJI's'joist sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1t/a"or% Tim LSL flange. larger hole. Floor panel nail- g sq q �' cut or notch flan •- TODD O'CONNELL P 1 bounds nails, I ! re e H I T E c T P.c. • 8d(0.131"x 2/")at 6"on-center* B' at B3W ONLY or TJI'joist t�'- 8d(0.131"x ZYY) 1Y4'or 1 Y2' Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand`' Ye Web stiffeners 666 O 6" TODD O'CONNELL, AIA nail each side at A3_W LSL rim board. se required on both •• Toe nail, Toe nail, Toe nail-10d(0.131 sides of both joist T L, 2 x D, D, Closet grouped round L 2 x L D 1200 Veterans Memorial Highway 1y"TJI'Rim Board, When sheathing Y g P z z z 6" 6" g Y 10d 0.131 x 3" 10d 0.131 x 3" 17' x 3")at 6"on-center ends at B4W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cut Suite 120 ( ) (A3.1/A3.1 W only) thickness exceeds/ , Web stiffeners required DO NOT holes in (applies to all holes the group perimeter holes in holes lar er Hauppauge, at 6' on-center at 6"on-center 1Y4'or 1 y"TimberStrand'"LSL. trim sheathingtongue min. End of joists at hatched g ppauge,NY 11788 g on both sides at B1 W cut holes in cantilever except knockouts meets requirements for hatched + TJI' rim joist at rim board centerline zones P ) round or square holes. zones icanrii vet" Web stiffener and B2W ONLY of support reinforcement, q P 631 650-6666 required on both Toe nail-10d(0.131 x 3") pp { ) q Must have 13/4"minimum at 6"on-center* Install proper blocking to Blocking panels may be required Table A - End Support F (631) 650-6667 sides at Al W ONLY 0 O oist bearin at ends.Attach O O O O,F support all panel edges 2 O Blocking panels may be required with braced/shear Minimum distance from edge of hole to inside face of nearest end support C 516)658-0325 Al Al Wj1r A2 A2W'k J g A3 A3.1 A3.2 A3.3 PP P 9 62 B2W walls above or below-see detail B1 with braced/shear walls above or g4 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rim joist per A3 detail. below-see detail B1 *For additional installations specifications see Rim Board A3.4 A3.4 4t DEPTH TJI°° *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 eA3.3 P O O ' " ' " ( '- '2" 3" 4" 5" 6/Z T' 8/ 11" 13" 2" 3" 4" 5" 6Yi' T' 8%" 11" 13' 1 ,, ,i. rj! if,.0 ,i.w.rf O O y Nail through 2x_cantilever,wood backer and y 9 Details and Installation m Weyerhaeuser Installation Guide 1 a"TJ"'Rim Board or 1Ya"or%"TimberStrand"' TV joist web with 2 rows 10d 0.148"x 3") 110 1'-0" 1'-6" 2'-0" 3'-0" 5'-0" 1'-0" 1'-6" 2'-6" 3'-6" a'-s" ;:f;r;r;r',r,e f-�liji:` _3:„.tflii We erhaeuser Insfallafion Guide for Floor and Roof Framin , TJ-9001. for Floor and Roof Framing,TJ-9001. Blocking 1 ( 9y�, 21 o T-o" r-s° z'-s° 3'-0" 5-6" T-o" z-o° 2'-s" a'-o" s-o" LSL. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched z3o 1'-6" 2'-0" 2'-6" 3'-s" 5'-s" 1'-0" z'-0" 3'-6" a'-0" 5'-0" top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3/")nails with 3/"TJI 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0" 1'-6" 2'-6" 3'-6" 5-0" 5-6" connections equivalent to floor panel schedule. joist flange widths. 560 T-6" 7-6" 3'-6" s-0" T-o" 7-0" 3'-0" 4'-0" S-6" 6'-0" , 6'-0"length of TJI`'joist 8"diameter maximum hole for 11/8"- 1%"TJI Rim Board 1Y4"or 1Y2'TimberStrand'`' 110 1'-0" 1'-0" 1'-6" 7'0" 2'-6" 3'-0" 6-6' 1'-0" T-6" 2'-0" z'-6" 4'-6" 5-0" 6'-0" �� u reinforcement and filler 16'deepblocking panels;6"diameter 9 P 210 1'-0" 1'-s" 2'-0" 2'-0" 3'-0" 3'6" 6'0" 1'0" 1'6" 2'6" 3'0" 5 0 5 6 6-6" Pit 9 8"diameter maximum hole for 11% block. Use 4'-0"length maximum for blocking panels 912" LSL. Nail with p a bottom x a nails, Attach reinforcement to joist 118" 230 T-0" T-6" r-o" 2'-6" 3'-0" 3'-6" 6'-6" T-0" 7-0" 2'-6" T-6" 5'-6" S-6" T-a' g 4'-0"length of � ••_ ( ) one each at to and b• - p n ottom flange. 8"diameter maximum hole for 3/4"reinforcement 16"deep blocking panels;6"diameter with 9%"and 11 Y8'TJf` eep or shorter than 12' long. with one 8d(0.131"x 2y") 3so r-s" 2'-0" 3'-0" 3'-s" a'-s" s-o" T-o" T-6" 2'-6" 3'-6" 4-6" 6'-6" 6-6" T-6" 7 on one side at E2, maximum for blocking panels 9y" joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 560 1'-6" 2'-6" 3'-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" 3'-6" 4'-6" 5-6" T-0" T-s" s'-o" Web stiffeners 11 8"-16"deep blocking panels; Pp 110 T-s° r-o° 3'-0" s-s" r-o" r-o" T-s" z-o" 3'-6" a'-o s'-o" 8'-0" both sides at E3 deep or shorter than 12"Ion with one 8d(0.131"x 2Y2') Load from above required on both 6"diameter maximum for P s Horizontal blocking uniformly z10 1'-0" 1'-0" 1'-0" 1'-s" 2%0" z'-6- 3'-6" 6-0" 1'-0" T-0" 2'-0" 2'-6" 4'-0" 4'-6" 6-6" 8'-6" q Do not cut flanges. 1Ya"TJ`'Rim Board 1Y4'or 1%" nail at each corner • .. ., g panels between each loaded joists 14" 230 1'-0" 1'-0" 1'-0" 1'-s" 2%6" 2'-6" 4'-0" T-0" 1'-0" 1'-01, 2'-0" 3'-0" 4'-0" 5'-0" T-o" 9'-o" sides at E1 W ONLY blocking panels 9Y"deep or TimberStrand`'LSL.Nail with joist. Nail to to late with only. 360 v-0" 1'-0" 1'-6" 2'45 3'-6" 4'-0" s'-s" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" shorter than 12"long. 10d 0.131"x 3" nails,one 3 " 1 P P 0 Y• Ys" Do not cut flanges. 1 � ( ) 12"length of/4 connections equivalent to Wood a' a� 560 T-a' r-o" r-o" 3'-0" a'-s" s-o" s'-s" s'-o" r-s" 3'-0" a'-o" s-o" T-o° T-s" s'-o" 1o'-0" g 1Y"TJ"'Rim Board or 1Ya"or 1/" each at top and bottom flange. reinforcement on floor panel schedule. backer s �2ete� 0��`1l 110 r-o" 1_W r-0^ 1•-0" r-o" r-o^ 2'-0" 3'-0" 5'-0" 1'-0" r-o" r-o^ 1'-6" 3'-0^ 3'-0" 5'-s° T-s" 10'-0" TimberStrand'`'LSL. Nail with 10d one side at E5, e ds 210 r-o" : 0" i,_O" T-0" T-0" T-6" 2'-6" 3'-6" 6'-0" T-o" T-0" T-0" 2'-0" 3'-0" 3'-6" 6'-6" 8'-0" 11'-0" (0.131"x 3")nails,one each at : Attach reinforcement to 12"length of 3/" v� e� boa ts" z3o r-o" r-0" 1 r-o" T-6" T-6" 3'-0" 4'-0" T-a' T-0" T-0" r-0" z'-o" 3'-s" a'-0 T-o" 9'-0" 1T-o" to and bottom flange. = Full depth vertical both sides at E6 reinforcement on one side 1�2 ti\�ea � P g Joist web with 3 rows P 2n tr 'NIP360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0.. 1'-6" 3'-0" 5'-0" s'-6" 9'-0" 10'-0" 11'-6" • at ET both sides at E8 F1 0' ng lJ SSO 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" s'-0" 7'-6" 10'-0" v n., 2'-0" 3'-0" 4'-6" 6'-6" 7'-0" 10'-0" '11'-0" 12'-0" 10d(0.148"x 3")nails at 6' blocking between �e . on 4" 6" T' 8" ,0•' 12" 14%a" 16% 4" 6" T' 8" to'• 12" 14Y•" 16Ys" • Attach reinforcement center,clinched.Use 2 each joist m 360 1'-0" T-0" 1'-0" 2'-0" 4'-0" 1'-0" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" 2x4 minimum to joist flange with `L to rows with 91 "and 11� " E7 E8 Less than 5" squash blocks • � /8 Less than 5" 1 p 8d(0.131"x 2Y")nails at 5' a�`� TJI'`joists. 18 ss0 T-0" T-0" T-01, z-o° a'-s" T-o" 10'-6' z'-o" 5'-0" s'-6" a'-0" 11--0" 12'-0" 14'-0" 1/s"TJ Rim Board or 2'.\�uR` on-center.When reinforcing E5 E6 Gap*: WEB STIFFENER ATTACHMENT 3so r-o" 1'-0" T-01, r-o" z-o" a'-o° T-o° 10'-0" r-o° 1'-6" 3'-0" 4'-6" e'-o" 1T-s" 13'-s" 1s-s" CS Use 2x4 minimum squash blocks to 1Ya"or%"TimberStrand-'LSL. Face grain a� 20" N both sides,stagger Halls. YS minimum 560 1'-o" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 8'-6" 11'-0" 1'-0" 3'-s" 5'-0" T-o" 10'-6" 13'-0' 14'-6" 15'-6" transfer load around TJI'1'joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3%"TJ10 joist flange widths V. 2Y4'maximum E1 E1W nails,one each at top and E2 E3 t „ " Table B - Intermediate or Cantilever Support (1/ for TJI' Nailing: Z ## bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort Structural exterior sheathing A l subfloor TJI joist blocking with end Web stiffener both sides.* DEPTH TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE F�- g adhesive h y blocks installed at joist-span anrt ' ' 3" a' s' sy" T e8" 11" 13" -I Clanger height must Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Flush bearing plate required. Flashing contact surfaces two 8d locations0113'z 21 using See table below. below, stall web stiffener tight o top fl point load from above,and no ange 110 2 0 2 6 346 456 6y6 7 8/ 11 13 1z6" 2'-6" 3'-6" 6-6" 6'-6" z be a minimum of 60% Attach per the table. Clinch to to flange(tight to bottom permitted at beam. ( /z r Tight fit (gap at bottom flange) yy., z10 z-o 2-s 3-s s-o a-o z'-o" 3'-0" a'-o" s'-s" T-s" } P P 9 ( 9 P Treated 2x nails or z of joist depth _ � 230 2'-6" 3'-0" 4'-0" 5'-6" 8'-6" 2'-0" 3'-6" 4'-6" 6'-6" 7'-6" nails when possible. flange with face mount hangers). ledger iSQa 2y"screws, Depth Minimum Web Nailing Requirements 360 3'-0" 4'-0" S-6" 6'-6" 9'-0.. 3'-0" 4'-6" S-6" T-6" 8'-0" Clinch nails when possible. ors �. TJI Joist Series Number Nails 560 3'-6" 5-0" 6'-0" T-6" 10'-0" 4'-0" 6-6" 6'-6" 6-0" 9'-0" See fastener F �31 ,�a a� typical (in.) Stiffener Size Type table below. Maintain 1Ys"TJ''Rim Board or 1Y4' �p�G End Intermediate 110 r-o° r-o" T-s" z'-s" a'-o" a'-s' 8'-6" T-0" T-s" 2'-6" 4'-0" T-0" T-o" 9'-6"or%"TimberStrand"' LSL. 110 All 5/8'x 2%s'"" 210 T-0" T-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" T-0" 2'-0" 3'-0" 4'-6" 6-0" 8'-0" 10'-0" 2"distance(minimum)from 8d 118" 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0 5'-6" 10'-0" 1'-0" z'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" Q Z F F Top mount 210 All %4'x 2Y/6'"' 0.R� !vF edge of ledger to fastener. 3so 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-s" 5'-0" 7'-0" 9'-6" 9'-s" 11'-0" ° u O hanger Option#2: 230&360 All 8"x 2%s' x 2Y2') 3 3 560 T-6- 3'-0" 4'-s" s-s" 6'-0" s'-s" 1z-a' 3'-0° 4'-6" 5-0" T-0" 10'-s" 11'-0" 1z-o" ,h 13 V Fastener Allowable Load (Ibs/bolt) Zx strapping installed at Y 16d 110 T-0" T-0" T-0" T-0" 2-0" 2'-6" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" z'-6" 6-0" 6'-0" 9'-0" 12'-0" Backer block g joist-span locations using two 560 All 2x4 210 'r-o" T-0" T-0" T-0" z'-6" 3'-0" S-6" 9'-6" 1'-0" 1'-0" z-o" 3'-6" 6-0" T-0" 10.-0" is-0" O Op Face mount Yz"Through bolt han er both sides of Web Rim Board Material y"lag bolt y"Through bolt with Air Space (0.135"x 3Y2') 14" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 74' 4'-0" 6'-6" T-6" 11'-0" 13'-6" g 2Yz screws per joist,typical J } with single TJI's'joist 1y"TJ' Rim Board 480 695 18 16d 4 4 360 T-0" T-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 1z'-6" 1'-0" 2'-0" 4%0" 6-6" 9'-0" 10'-0" 12'-0" 14'-0" U Z W 1 q;'TimberStrand`'LSL 610 725 615' Option#3: 560D 20" 2X4"' t 5 5 560 1'-0" 1'-0" 1'-s" 3'-6" 5'-6" 6'-s" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" '15'-0" - IJ 110 1'0" 1'0" 1'0" 1'-0" 1'0" 1'-0" 7'6" 5.0" 8'6" 1'-0" 1'0" 1'0" 1-0.. 3'6" 4 6" 8'-6" '11'-6" 15'0" V Q M w Web stiffeners required if sides of With top mount hangers,backer block required only 1 Yz TimberStrand= LSL 675 725 Directly applied ceiling 22"1= (0.135"x 3/z") 6 11 zto 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-s" s'-o" 10'-0" 1'-0" 1'-0" 1'-0" 1'-s" 4'-6" 5'-6" 10'-0" '12'-6" 16'-0" H 1 hanger do not laterally support at H2 H3 for downward loads exceeding 250 Ibs or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. 24''" 6 13 least 3/8"of TJI'joist top flange conditions.For nailing requirements see page 5,TJ- ULA (2)Allowable load determined in accordance with ASTM D7672. PB1When spec►fied on the layout, one of W1s" 230 T-o" T-0" T-0" T-0" T-6" z'-0" 4'-0" - - - - 13-616-6 Q V(1)PS1 or PS2 sheathing,face grain vertical 3so r-o" T-o" T-o° r-o° 3'-0" a'-o" s'-s° 10'-0" 13'-6" 1'-0" r-o" z-o" a'-o" T-6" 8'-6" 13'-0" 14'-6" 1T0" O �zd '3 1 "TJ` Rim Board is allowed with joist depths<16"onl the bracing options above is required O 9001,Weyerhaeuser installation Guide for Floor and ( ) Ys 1 P - Y g p 4 (2)Construction grade or better ��;�$d�3 O g 560 1'0" 1'0" 1'0" 1'0" 2'-6" 3'-6" 7'0" 11'-0" 15'-0" 1'0" 1'-0" 3'6" 5'6" 9'0" 10'-0" 14'6" "16'-0" 18'0" 2 }Q to F X n i F U Roof Framing, TJ-9001. (4)Maximum y"shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists F BEAM DETAILS FASTENING of FLOOR PANELS T" e" ,o" ,z ,4r< a" a ,o' ,z' ,4r ,s'/ °0 -�, 4,. Id Guidelines for Closest On Center Spacing per Row 3so 1'-0' 1'-0" 1'-6" 3'-0" 6'-0" 9'-0" 14'-6" 11 0' 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-0" z ° FILLER and BACKER BLOCK SIZES 16' 1-� a TJI`111121 560 1'-0' 1'0" 1'0" 2'-0" 6'0" 10'0" 15'6" 1'0" 6'-0" 8'-6" 11'-6" 16'6" 18'0" 19'-6" Q Q W ll °t0 Rim Board 1Ya' m TJI'Joists 110 210 230 or 360 360 560 560D 20„ 360 T-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" 15'-0" 1'-0" 1'-6" 4'-0" T-0" 12'-6" 16'-6" 19--0" 20'-6" in O j LL F BEARING FOR DOOR Nail Size 110,210, 360 and 1Y"TJm TimberStrand`LSL TimberStrand'LSL Microllam"' Parallam 560 T-0" 1'-0" T-0" 1'-a' T-6" 5-6" 11'-6" 15-6" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 1T-6' 19'-0" 20'-6" O BEAM TO BEAM BEARING AT or wider LVL PSL Depth 9Yz•"-11Y8" 14"-16" 9Yz'-11 8" 14"46" 9Y"-11Ya'• 14"-16" 18"-20" 11Y8• 14"-16" 18"-20" 22"-24• Rectangular holes based on measurement of longest side R V BEARING AT WALL and 230 560 Rim Board 1%" 1y" De o v OR WINDOW HEADER CONNECTION CONCRETE WALL „ - 8d(0.113"x 2Yz'),8d(0.131"x 2Yz'") 4" 3" 6" 4" 3" 3" 4" 4�• + s �• 3 •, • Leave Ys of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. - u a--- 1Y$'TJ"'Rim Board or Strap per code if to late Filler Block 1) 2x6+/s 2x8+/a 2x6+Yz' 2x8+Y2' 2x12+y" Two Two Two Four Y4'x 15" u-�% ~ V WQUI P P P P Detail H2 2x6 2x8 sheathing • Tables are based on uniform load tables in current design literature. V tY_ OQ V 10d(0.148"x 3"),12d(0.148"x 3Ya'") 4"13) 4"la) 6' 4" 3" 3" 5" 4" ( 1 9 sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathin • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located V O O E K 1Ya"or 1 Yz"TimberStrand" is not continuous over 9 16d 0.162"x 3Yz'") 5' 6 16"(°) 6"(5) 5) %" Ya" Y2" Yz at the center of the Dist span provided that no other holes occur in the joist. U�1 LSL or blocking for lateral header ( 6 1 6'Is) 8"1°) 6" Cantilever Filler 2x6 2x10 2x6+ sheathing + 2x6+ sheathing + Not 1• P P 1 N % sheathing sheathing sheathing sheathing Not applicable F 1�Q i8u1 13 } 99 9 spacing /e Joist and panel edge distance.One row of fasteners is permitted(two at abutting 4'-0"long 6'-0"long 4'-0"long 6'-0"long �H H o Q' � ,v z O � Support (1)Stagger nails when using 4"on-centers acin and maintain 3 "' (Detail E4) 4'-0"long 6'-0"long applicable ALLOWABLE HOLES - Headers and Beams z sn O panel edges)for diaphragms.Fastener spacing for TJI'joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block ill Strap per code If top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI"'joists. s •• s a • > > a �u O plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Yi'and staggered. (Detail F1 /8 or/4' /4 or/e" / or 1"Net 2x6 2x8 2x12 Two/4'x 15- plate TimberStrand® LSL Headers and Beams over column (3)With 10d(0.148"x 1'/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing Q x �TM To mount Filler 16d 0.135"x 3 2 x diameter of the po P (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). ( ) ( z) g (minimum) hanger Nail Size 10d 0.128"x 3" largest hole minimum 9 (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Backer 10d(0.128"x 3") Column Face mount Protect untreated (6)Can be reduced to 3Yz'on-center if nail penetration into the narrow edge is no more than ly4'(to minimize splitting). Filler Y3 depth Allowed hole zone wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail 15 one side 15 each side 25 each side hanger contact with recommendations listed above. Quantity(2) 15 L1 L2 L3 concrete ■Maximum Had spacing for TJI`joists is 18"on-center. Backer 15 15 15 See current Weyerhaeuser L4 U U V lL1 O O ■14 a.staples may be substituted for 8d 0.113"x " nails if minimum penetration of 1"into the TJf�'�OISt Or rim board IS achieved. (1)If necessary,increase filer and backer block height for face mount hangers and maintain "gap at to of oast,see detail W Filler and backer block 9 P Y ( 2Yz) Pe 1 P 1 ° O literature for framing connectors ■To minimizesplitting,maintain ed a distance n i 3 " y dimensions should n possible required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks) o 0 0 0 0 1.55 E TimberStrand°LSL g e and row spacing of 2�x nail diameter or/,whichever is greater. (2)chinch nails when possible ■Nailing rows must be offset at leasty"and staggered. Header or Bean, Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole Size Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. gY4"-gy" 3" 11Ya-11 /a 3%s" Joists must be laterally supported at g" , „ Fastener Installation Requirements cantilever and end bearings by blocking TJI®joist floor framing does E1 14"-16" 4 a" Piece #of Fastener g panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone Width Plies Type"' Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with sides,stagger fasteners on the second mid-span blockin uniform and/or concentrated loads anywhere along the member. BEARING AT 10d nails 3" 3" 9' 12" side so they fall halfway between . Round holes only � Z COLUMN 2 12d-16d nails 3 Y4' 2jz' One side fasteners on the first side. . No holes in headers or beams in plank orientation. Screws 33/8'or 3Y2' 2 24" H2 -1 • 10d nails 3" 3'-' Al Other Trus Joist® Headers and Beams 12" Both sides Z � Rim board joint 12d-16d nails 3 Y4" 2' DO NOT bevel cut joist E2 Microllam`� LVL B W O 3 3 3 1 beyond inside face of wall. between joists DO NOT overhang seat cuts 1.3E TimberStrand' and Parallam®PSL 0L 1- 1/4' 3/"or 3/" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth Screws 2 24" Load must be applied evenly across 3. Y z j S. One side entire beam width.Otherwise,use face of support member, largest hole(minimum) QC Verify column capacity 10d nails" 3" 3=' One side connections for side-loaded beams. DO NOT cut,notch or drill Z and beam bearing 12" (P ply) holes in headers or beams L5 length.See current 4 12d-16dnails13' 3Ya" 2°' (per I d except as indicated in W 0 ° o o illustrations and tables. V Q z Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° ° ° 6%" One side L6 form a header or beam of the required size,up to a TJI" rim joist • •• Microllamr LVL and Other Trus Joists Beams In n .. 1Y"TJI'Rim Board or Parallam'PSL Header or Beam Maximum Round 5"or 6" Both sides maximum width of 7" 1Y4 or 1 YZ'TimberStrand LSL. allowed hole zone -Screws 2 24" 3Y2' 2 6%" One side L3 A2 Depth Hole Size O N : w' Y2'bolts 8" 2 24" middleY3span 4Y8' V ry O 5Y2" - (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.167'diameter;screws are SDS,SDW, USP WS,or TrussLOK'`' L1 d 1.3E TimberStrand® LSL allowed hole zone d COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. B1 7illu 20" 2" (-i1 See illustration Ifor 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 m N - W B2 • Allowed hole zone suitable for headers and beams with uniform loads only. LU 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. 1%"TJI Rim Board or (Load bearing wall above) • No holes in headers or beams in plank orientation. 1Y4'or 1 Yz"TimberStrand"LSL. One 10d(0.128"x 3") Joist may be shifted up to 3"if P Use B1 or B2 at floor panel edge is supported One 8d 0.113"x 2Y2') nail into each flange B4 intermediate bearings 11 , ( and span rating is not exceeded. with load bearing or a1-1 nail each side. Drive Do not cut joist flanges. nails at an angle at Plumbing Drop braced/shear wall P1 least 1y"from end. from above End of joists k4 3%"minimum at centerline COLUMN BASE 3 Also see detail B2 of support L2 7- 1/ minimum end bearing intermediate bearing single-family applications 5Y4'may be required Z for maximum FI1 O t I(� O lu Z Shear transfer.Connections equivalent capacityv , 'I ' O to floor panel nailing schedule o i LU lu_ Rim to TJI®Joist 1%"TX)Rim Board 0ll- ,',`.L TJI'`)560 rim joist:Toe 0 V 1y"or 1 YZ'TimberStrand LSL. Additional joist is required if v or TJI"-'110 rim joist: nail with one10d each "x of floor panel edge is unsupported L4 O DO NOT use sawn p2 One 10d 0.131"x 3" nail into nails,one each side of or if span rating is exceeded. ° ( ) TJI"'joist flange TJI''560 ~, o Exterior Deck lumber for rim ') 1 UJ each flange 0 LA board or blocking, il-1 -t- floorjoist Attachment as it may shrink (� 3 TJI' 210,230,and 360 rim joist: � - - �• .: Y O Structural One 16d(0.135"x 3Y2')nail into INSTALLATION TIPS °' • 0 after installation. ELEVATED sheathing COLUMN BASE each flange. •Subfloor adhesive will improve floor performance,but 0 Use only 1%"minimum bearing With depths>16",use TJI'360 rim joist. may not be required. O 0 engineered lumber. O Top View Locate rim board joint between joists. 0 Safety bracing(1 x4 O LU •Squash blocks and blocking panels carry stacked Protect untreated wood 0 minimum)at 8'on-center(6' BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62). Packing out the web from direct contact with See ALLOWABLE on minimum) for TJI`'110 joists)and of a TJIn joist(with web stiffeners)is not a substitute concrete 1%"knockouts 0 H3 HOLES extended to a braced end wall. 1J-- Z ,' ::• .:.:.`.. 1Ys"TJI Rim Board or for squash blocks or blocking panels. •. . . at approximately Fasten at each joist with 1X"or 1 Y2'TimberStrand"'LSL. 12"on-center two 8d(0.113"x 2Y2")nails minimum •When joists are doubled at non-load bearing parallel (see WARNING). partitions,space joists apart the width of the wall for (� Optional plumbing or HVAC. Bearing plate to be P3 non-shrink See framing Ian if applicable)or flush with inside face rout Drive nails at an 9 P ( PP ) of wall or beam ltl 0 IX 9 One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop see detail). m m W angle to minimize Y 1 P 9 p( ) side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum O 1Yz"minimum from end end and intermediate bearing lengths. Weyerhaeuser m Z This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TX Joist Installation Guide, 'TJ-9006, which should be referenced for additional information. 11-1K 0 0 o i TABLE R602.3(5) SIZE, HE I OHT AND 5PAG I NG OF WOOD STUDS g 'm. p ' BEARING WALLS NON-BEARING WALLS TABLE .R602.3(I) TABLE R602.3(I) H FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED MAXIMUM SPACING MAXIMUM SPAGIN6 WHEN MAXIMUM SPACING WHEN NUMBER AND TYPE NUMBER AND TYPE SPAGIN6 OF FASTENERS SUPPORTING TWO FLOORS, MAXIMUM SPAGIN6 WHEN LATERALLY LATERALLY A4R C H I T E C T S I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER "bF Si AND LOCATION I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER aba STUD SIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-CEILING PLUS AROOF-CEILING SUPPORTING TWO UNSUPPORTED UNSUPPORTED Too o'coNrvE�I ROOF WsEsh SUPPORTS INCHEScp (INCHES) SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT ARCH I T E C T P.C. (INCHES) HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE ; (INCHES) HEIGHT g (INGHE5) g (FEET) 9 (FEET) 46d BOX(2 }"XO.IIs") OR WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INGHE5) ATTIC ASSEMBLY (INGHE5) 5LOGKIN6 BETPlEEN GEILIN6 JOISTS OR RAFTER5 5-5d COMMON(2 VX0.151");OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE RbO2.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMIN61 TO TOP PLATE 5-I0d BOX(2)4"X0.126");OR 3-3"X0.131"NAILS bd COMMON 2"X0.113" NAIL 5UBFLOOR, b 12f TODD OCONNELL, AIA 30 s/a" -Y2" bd COMMON(2)5"Xo.I3I")NAIL(roof);or RSRS-OI (2 s/"X 0.115")nail (roof) 1200 Veterans Memorial Highway 4-5d BOX(2 J'XO.113") OR bd COMMON NAIL(2 Y2"X0.131"i or R5R5-OI; P Suite 120 3-bd COMMON(2)�"XO.131");OR PER JOIST,TOE NAIL 31 i75s'- 1" (2%" X 0.113')nail (roof) 6 12 Hauppauge,NY 11788 2 GEILIN6 JOISTS TO TOP PLATE 3-IOd BOX(2)j"XO.12a l OR 3-5"XO.I5I'NAILS 52 B IOd COMMON(5'xo.l4b")NAIL;OR b 12 P 631 650-6666 I Y.--I Ya" bd(2 Y2"XO.I51")DEFORMED NAIL ( ) GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-lod BOX(3"X0.12b")OR OTHER WALL SHEATHING F 631)650-6667 s LAPS OVER PARTITIONS 3-I6d COMMON(5)s"X0.162");OR FACE NAIL STRUCTURAL CELLULOSIC FIBERBOARD 1)S"GALVANIZED ROOFING NAIL,.4.HEAD C(516)658-0325 5 b (see Section R8025.2 and Table 802.52) 43'X0.131"NAILS 33 SHEATHING DIAMETER,OR I Y4 LONG 16 ga.STAPLE WITH 2X4 10 2 24 10 7(b or i"CRONM 4 GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER TABLE RB02.5.2 I %"GALVANIZED ROOFING NAIL,%'HEAD 2X6 10 24 24 16 24 20 24 `} (HEEL JOINT)(see Section R802.52.and Table R8o252) FAGS NAIL 34 s2'STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I V LONG 16 ga.STAPLE WITH 3 6 SHEATHING 7(e"OR I'GROWN FOR 51: I INCH = 25.4 mm, I FOOT = 304.bmm , d I Y2"6ALVANIZED ROOFING NAIL;STAPLE a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE " 4-IOd BOX(3"X0.128')OR 55 Y2"GYPSUM SHEATHING GALVANIZED,I JS"LONG;I Ya"SCREWS, 1 1 5 COLLAR TIE TO RAFTER,FACE NAIL OR I Y4" X 20ga. 3-IOd COMMON M)2"xo.l4e,'l OR TYPE w OR 5 SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED RIDGE STRAP TO RAFTER 4-5"X0.131"NAILS FACE NAIL EACH RAFTER d 1 %-GALVANIZED ROOFING NAIL;STAPLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 36 %-GYPSUM SHEATHING 6ALVANIZED,I %"50-REW5,TYPE w OR 5 1 7 b. SHALL NOT BE USED IN EXTERIOR WALLS " 5-Ibd BOX NAILS(5)j"Xo.155")OR 2 TOE NAILS ON ONE SIDE WOOD 5TRUSTRUAL PANELS,COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING C. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED To 5-lod COMMON NAILS('511 148");OR AND I TOE NAIL ON OPPOSITE bd DEFORMED(2•xo.12o•)NAIL;OR 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. � E b RAFTER OR ROOF TRU55 TO PLATE 4-IOd BOX 0"X0.12b");OR SIDE OF EACH RAFTER OR 5.1 s/a°AND LESS 6 12 4-3"X0.131"NAILS 5 1 y, bd COMMON(2 Y2"X0.131") NAIL t t bd COMMON(2"xo.131')NAIL;OR TABLE R602.10.4- BRAG I NO METHODS ), 4-I6d(3 Ill OR38 Ya" bd DEFORMED(2)VX0.120")NAIL b 12 3-IOd COMMON(3"X0.145");OR TOE NAIL CONNECTION CRITERIAO ALLOWABLE DEFLECTION OF STRUCTURAL MEMBER5* AS PER } 4-IOd BOX(3"X0.126^);OR "- IOd COMMON(5'XO.14b") NAIL;OR METHODS, MATERIAL MINIMUM THIOKE55 FIGURE 3a I Yb 1 k4" bd DEFORMED(2 Y2RS 5PAGIN6 TABLE R301.1 4-5"1 NAILS .1 ROOF RAFTERS TO RID6E,VALLEY OR HIP RAFTERS OR ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM 3-Ibd BOX(3 "X0.135'7 OR FOR 51, I Inch = 25.4 mm, I foot = 504.5 mm, I MILE PER HOUR = 0.441 m/s;I ksl = bh415 MPa EXTERIOR SHEATHING PER ALLOWABLE 2-I6d COMMON(3)2'X0.1629;OR TOE NAIL 0.00 TABLE R6 b"EDGES 12" FIELD STRUCTURAL MEMBER02.5(3) DEFLECTION 5-IOd BOX(3"XO.I28");OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING C5-w5P 5-s'xo.151"NAILS CONNEGT10N5 SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENSTH5 A5 SHOWN= b0 K51 FOR SHANK DIAMETER OF 0.Ig2 INCH(20d CONTINUOUSLY SHEATHED RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 WALL COMMON NAIL),a0 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.M INCH,AND 100 K51 FOR SHANK WOOD STRUCTURAL PANEL INTERIOR SI EATHIN6 PER WITH NO FINISHED CEILING ATTACHED TO m DIAMETERS OF 0.142 INCH OR LESS. � TABLE R602.3(1)or R602.3(2) VARIES BY FASTENER Ibd COMMON(3Y2"X0.162") 24"O.G.FACE NAIL b.STAPLES ARE I6 6ACE WIRE AND HAVE A MINIMUM'f/16-INCH ON DIAMETER GROWN WIDTH. RAFTERS b STUD TO STUD MOT AT BRACED WALL PANELS) c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 4b INCHES OR GREATER. r loa(�"xo.126^);OR O INTERIOR WALLS AND PARTITIONS H/180 5"XO.I51")NAILS 16" O.G.FACE NAIL d.FOUR-FOOT BY 6-FOOT OR AFOOT BY a-FOOT PANELS SHALL BE APPLIED VERTICALLY. � CV e.SPAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602 S(2). 111 bA FLOORS L/360 d1 f.WHERE THE ULTIMATE DE516N WIND SPEED 15 150 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO CS-6 F- # Ibd BOX(5 "X0.155");OR L/360 12" O.G.FAGS NAIL GABLE END WALL FRAMING SHALL BE SPADED b INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 15o MPH, CONTINUOUSLY SHEATHED CEILING WITH BRITTLE FINISHES (INCLUDING Z g STUD TO STUD AND ABUTTING PANES AT INTERSECTING WALL 3"X0.131" NAILS NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 4.5 INCH iV WOOD STRUCTURAL PANEL 3 SEE METHOD GS-WSP SEE METHOD G5-W5P Q CORNERS(AT BRACED WALL PANELS) DISTANCE FROM RIDOE5,EAVE5 AND 6ABLE END WALLS;AND 4 INCHES ON CENTER TO 6A5LE END WALL FRAMING. Z ADJACENT TO GARAGE /8 PLASTER AND STUCCO) F-- y Ibd COMMON CsYs"Xo.162") Ib" O.G.FADE NAIL g GYPSUM SHEATHING SHALL CONFORM TO A5TM G 13416 AND SHALL BE INSTALLED IN AGGORDANGE WITH 6A 255.FIBERBOARD SHEATHING 3- OPENIN65 CEILIN65 WITH FLEXIBLE FINISHES (INCLUDING L/240 > -� Ibd COMMON(3 Ys"X0.162") 16"O.G.EACH EDGE FACE NAIL SHALL CONFORM TO ASTM G 206. F GYPSUM BOARD) N h.SPAGIN6 OF FASTENERS ON FLOOR 5HEATHIN6 ED6E5 APPLIES TO PANEL EDOE5 SUPPORTED BY FRAMING MEMBERS AND REQUIRED 10 BUILT-UP HEADER(2"TO 2"HEADER WITNY2"SPAGERQ tu Z Ibd BOX 0)5"XO.135") 12"O.G.EACH EDGE FACE NAIL BLOGKIN6 AND AT FLOOR PERIMETERS ONLY.SPAGIN6 OF FASTENERS ON ROOF SHEATHING PANEL ED6E5 APPLIES To PANEL EDGES ALL OTHER STRUCTURAL MEMBERS L/240 O SUPPORTED BY FRAMING MEM13ER5 AND REQUIRED BLOGKIN6.0LOGKIN6 OF ROOF OR FLOOR SHEATHING PANEL ED6ES PERPENDICULAR TO 'J Z 5-5d BOX(2 NNO.115"i OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT A5 REQUIRED BY OTHER PROV15IONS OF THIS CODE.FLOOR PERIMETER SHALL BE EXTERIOR WALLS - WIND LOAD" WITH PLASTER OR H/360 4-bd COMMON(2Y2"XO.I51");OR SUPPORTED BY FRAMING MEMBERS OR 50LIP BLOGKIN6. 11 CONTINUOUS HEADER TO STUD TOE NAIL :3 G5-PF STUCCO FIN15HF-5 4-I0d BOX(5' 126" 1 WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE THO TOE NAILS O CONTINUOUSLY SHEATHED '1�611 SEE SECTION R602.10.6.4 SEE SECTION R602.1Ob.4 F ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Z PORTAL FRAME EXTERIOR WALLS - WIND LOADS" WITH OTHER H/240 Q Ibd COMMON(5 Y2"X0.162") 16" O.G.FACE NAIL U F1 I F Z BRITTLE FINISHES p� z 12 TOP PLATE To TOP PLATE IOd BOX(3"X0.126");OR Q 0 j F O 5"XO.131') NAILS 12"O.G.FACE NAIL 'J EXTERIOR WALLS - WIND LOADS" WITH FLEXIBLE H/120d Q ',n Q x F TABLE R502.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES I V long X 0.12 dill FINISHES. iD b-Ibd COMMON(3 A"XO.162");OR FACE NAIL ON EACH SIDE OF ab cd o.f A h �� (for Y2"thick sheathing) FROM WIND (ASD) (POUNDS PER CONNECTION)EXPOSURE uRE B CONTINUOUSLY y2 or 25/32" for I %"long X 0.12 dra. e 12-Ibd BOX(3 Y2"X0.1357;OR END JOINT(MINIMUM 24"LAP d 13 DOUBLE TOP PLATE SPLICE l2-IOd BOX(5'XO.12b");OR SPLICE LENGTH EACH 51M OF GS 9FB ;; (for�z thick sheathing) 5' ED6E5 b'FIELD LINTELS SUPPORTING MASONRY VENEER WALLS L/600 0�1- ��3 w�w M SHEATHED maximum 16 galvanized roofing nails or bdcommon V Z m 12-5"X0.131"NAILS END JOINT) 9a 9 �1- �u- STRUCTURAL FIBERBOARD Stud S aG In (2)5" long x 0.131"dio)nails NOTE: L=SPAN LENGTH, H=SPAN HEIGHT "�Q 9 u- � p ULTIMATE DESIGN WIND SPEED Vult (mph) p g a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS ° o RAFTER OR ROOF SPAN 130 mph 140 mph HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN TRUSS SPACING (FEET) AS O."1 TIMES THE COMPONENT AND CLADDING (ASD) LOADS -!-4 FOR 51: 1 INCH = 25.4 mm, I degree = 0.OI15 rad I p p a z I p OBTAINED FROM THE TABLE R301.2(2). ROOF PITCH ROOF PITCH I FOOT = 304.bmm, pound per square foot=41.6 N/m , mile per hour = 0.441 m/s. }Q 1z Q v OO Ibd COMMON(3 Y,"XO.I62") 16,O.G.FACE NAIL <5:12 >5:12 <5:12 >5:12 a. Adhesive attachment of wall sheathing including Method GB, shall not be permitted In Seismic Design Categories G, Do, DI and D2. b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN A5 TWICE b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall THE LENGTH OF THE CANTILEVER. 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR Ibd BOX(5Y2"XO.155");OR 12 C15 bb 122 113 of the garage. In Seismic. Design Categories Do, DI, and D2 roof Covering dead load shall not exceed 3 psf. G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN Q 8 m BLOCKING(NOT AT BRACED WALL PANELS) 12"O.G.FACE NAIL c. Garage openings adjacent to a Method GS-G panel shall be provided with a header In accordance with Table R602.5 (I). A full ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO tu s°X0.131") NAILS Ib 122 I12 151 146 p! 24 14-7 155 Iq2 116 height Clear opening shall not be, permitted to a Method G5-G panel. i ~Q ' 5-I6d BOX(3 Y2"X0.135");OR 5 EACH 16"O.G.FACE NAIL 25 161 153 216 200 g p p p COVERS, NOT SUPPORTING EDGE OF GLA55, THE CONTINUOUS -�� IS BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-I6d COMMON(5)2"Xo.i62'l OR 2 EACH lb"O.G.FADE NAIL 12 O.G. 32 165 110 240 222 d. Method C5-SFO .does not apply in Seismic. Design Categories Do, DI , D2. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF u M� °Q o BLOCKING(AT BRACED WALL PANELS) 4-5"XO.ISI"NAILS 4 EACH lb" O.G.FACE NAIL C. Method applies to detached one and two-family dwellings in Seismic Design Categories D throw h D onl GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED �i 36 205 166 264 244 pp y 9 g g o 9 2 y w_w 4-bd Box(2 "x0.11511);OR 42 250 211 500 215 L/I"T5 FOR EACH GLA55 LITE OR L/60 FOR THE ENTIRE o U oIn 5-Ibd BOX(5VX0.155");OR 46 256 236 556 511 LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. ' w o N 4-6d COMMON(2Y2"X0.151");OR TOE NAIL 12 126 111 162 150 FOR 5ANDWIGH PANELS USED IN ROOFS OR WALLS OF 0 o o Q1 4-10a Box(3"xo.126");OR 0 162 14cl 20a IcI4 TABLE: R402.1.4 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE SUNROOM ADDITIONS OR PATIO GONERS, THE TOTAL LOAD a z p Ib TOP OR BOTTOM PLATE TO STUD 4-3' X 0.I3I NAILS 24 Iqb 162 255 25-7 DEFLECTIONSHALL NOT EXCEED L/120. ° ° 3-I6d BOX 0 kX0.I35");OR 25 222 205 2„ 61 266 EQUIVALENT U-FACTORS d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM � 2-I6d COMMON 0 Y2"XO.162");OR END NAIL 16,10.0. (]Q= Mg 5-lod Box(3'X0.126");OR 32 246 226 31cl 2q5 BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE o Q 36 210 241 551 525 DEFLECTION OF H/180. 5-10d 1 O1° NAILS CLIMATE ZONE FENESTRATION SKYLIGHT GEILIN6 FRAME WALL MA55 WALL FLOOR BASEMENT WALL CRAWL SPACE e. REFER TO SECTION R103.5.2. 42 306 251 3qq 310 c 3-lod Box COMMON ,15"X;OR 48 343 314 441 414 U-FACTOR IJ-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-Ibd COMMON(3Y2"X0.162");OR FACE NAIL V 3-5"X0.131" NAILS EXPOSURE G 5-bd BOX(2 "X0.115");OR ULTIMATE DES16N WIND SPEED Vult (mph) 4 0.52 0.55 0.026 0.060 O.OQS 0.041 O.OSQ 0.065 0 CD 2-6d COMMON(2 Y2"X0.131");OR Ib I"BRACE To EACH STUD AND PLATE 2-10d BOX(5"XO.125");OR FACE NAIL RAFTER OR ROOF SPAN 150 mph 140 mph 2 STAPLES I %' TRUSS SPAGIN6 (FEET) 5-5dBox 2 XO. �/�;OR ROOF PITCH ROOF PITCH 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 2-bd COMMON(2 All; OR <5:12 >5:12 <5:12 >5:12 let X 6"SHEATHING TO EACH BEARING 2-10d BOX(3"X0.126");OR FACE NAIL PROPOSED AS MAX. -V.I.F. AS MAX. AS MAX. 2 STAPLES,I"GRO AS MIN. AS MIN. AS MIN. N/A AS MIN. WN,Ibga.,l %"LONG 12 161 151 IS5 166 3-bd BOX(2 "X0.113");OR I b 206 1115 257 242 5-5d COMMON(2 Y2'XO.151");OR 24 256 23q 311 201b 3-lod BOX(3"x0.12,59;OR „ 25 2601 26cl 555 555 5 STAPLES, I'CROWN, l6go.) %"LONG 12 O.G. 32 521 2qq 3qb 5-15 TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE z Z 20 1"X b"AND WIDER SHEATHING TO EACH BEARING WIDER THAN VX b' FACE NAIL 36 353 32q 436 411 J 4-5d Box(2 J"XO.ns");OR 42 402 315 4qq 466 INSULATION AND FENESTRATION REOUIREMENT5 BY COMPONENT Q_ 5-bd COMMON(2 Y2"XO.131");OR 46 450 420 560 524 5-lod BOX M"X0.125"i OR 12 214 201 263 241 U Z 13 4 STAPLES,I"GROWN,I6gaJ 5/4"LON&I 1.5 211 25ci 542 522 GLAZED 0- FLOOR 24 540 31b 422 3q6 CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION GEILINC WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE 0 46d BOX(2 j"X0V.113%;OR I6" O.G. 26 364 358 416 446 U-FACTOR b U-FACTO SHOO be r c a e 5-5d COMMON(2 VXO.I3i');OR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 6 DEPTH WALL R-VALUE O 21 JOIST TO SILL,TOP PLATE OR 61RDER 5-I0d BOX(5"X0.126");OR TOE NAIL 32 421 3qb 52q 4q6 ------ --- ---- -- --- --- _---- ---- ----- - - K Z 5-5"XO.ISI"NAILS 36 46q 438 563 541 bd Box(2 "XO.113") 4"O.G.TOE NAIL 42 555 4qq 664 622 4 0.32 0.55 0.40 4q 20 OR h 8/13 ICI 10 CONT. OR 10 / 2FT. 10 GONT. OR I Z �1 13 + 5 13 CAVITY 13 CAVITY RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP bd COMMON(2 VXO.131");OR 45 5qq 55q -745 "-7 tu cj 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX(5"Xo.126");OR 6"O.G.TOE NAIL 20 OR 15 CONT. OR 15 CONT. OR 5 0.30 0.55 NR 4q 13/17 30 g 10 / 2FT. 5"Xo.151'NAILS FOR 51: 1 INCH = 25.4 mm, 1 FOOT = 304.8mm, I MILE PER HOUR= 0.441 m/s, 13 + 5 h Ici CAVITY Ia CAVITY I() f() Box 2 Xo. ;OR I POUND =0.454 I POUND PER 50UARE FOOT = 41.,T N/ni I If 14.6 N/m (V p 2-bd COMMON(2 Y2"Xo.15r');OR P AS MAX. AS MAX. _� 25 1"X 6"SUBFLOOR OR LESS TO EACH JOIST 5-lod BOX M"xO.I2b"9;OR PROPOSED AS MAX. -Y.I.Q. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. FACE NAIL -V.I.F. -V.I.F. O (V � Q 2 STAPLES,I"GROWN, lbgo.,l s/a"LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF N N (� 5 HEIGHT AND WIND EXP05URE GATEGORY B OR C. FOR EXF05URE D, THE UPLIFT REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES - - 24 2"SUBFLOOR TO JOIST OR GIRDER 3-Ibd BOX(3 Y 2-I6d COMMON( 15Xo.2' Y2"X.OR 162") BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE TABLE U51NO THE NEXT HIGHEST TABULATED ULTIMATE DE51ON WIND SPEED. THE 25 2" PLANKS(PLANK d BEAM-FLOOR t ROOF) 5-I6d BOX(5Y2'Xo.135");OR AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE TABLE R501.2.1 m N _ 2-I6d COMMON(sY2"xo.162•) TABULATED FORGES FOR EXP05URE G AND D OR FOR THE OTHER MEAN ROOF PLACEMENT OF LAG 5GREW5 AND BOLTS IN DECK LEDGERS AND BAND J0I5T5 lu 5-Ibd COMMON(5 "X0.162") HEIGHTS. 26 BAND OR RIM JOIST TO JOIST 4-lo Box"NAILS ;O oR b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 4-s°Xo.isr'NAILS;OR END NAIL MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 4-5"X 14go.STAPLES,a"GROWN A55EMBLY DEAD LOAD OF 15 P5F. NAIL EACH LAYtR As 0 o c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF TOP EDGE BOTTOM EDGE ENDS ROW SPACING 20d COMMON(4'XO.1g2");OR 52"O.G.AT TOP AND BOTTOM OVERHANG OF 24 INGHE5. AND 5TA66EREE cl. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED To BE LEDGER" 2 INCHES" 5/4 INCH 2 INGHESb 15/b INGHESb " AND BOTTOM STAA66ERED ON BAND JOIST 3 b 5 blu lod Box(3"X0.12b%;OR MULTIPLIED BY 0.15 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING c 21 BUILT-UP 61RDER5 AND BEAMS,2-INCH LUMBER LAYERS 5'XO.I51 NAILS OPPOSITE SIDES CORNERS. /4 INCH 2 INGHE5 2 INGHE5 I /b INGHE5 AND: is. FOR BUILDINGS WITH HIP ROOFS WITH 5;12 AND GREATER PITCH, THE TABULATED LU FOR sI, 1 INCH-25.4 MM 2-20d COMMON(4"xO.lOR AT EACH SPLICE OR FADE NAIL ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.10. THIS a. LA6 5GREW5 OR BOLTS SHALL BE STA661ERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN of THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.I(1). 3-loIOd BOX(3"X0.128");OR REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED b. MAXIMUM 5 INCHES. 3-3"X0.131"NAILS FORGES c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. lu 4-I6d BOX 0 J"XO.I55");OR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LA6 5GREW5 OR BOLTS TO THE E06E OF THE LEDGER SHALL BE IN AGGORDANGE WITH FIGURE R507.2.1(1). 26 LEDGER STRIP 5UPPORTIN6 JOISTS OR RAFTERS 3-I6d COMMON(3Y2"X0.162");OR AT EACH JOIST OR RAFTER, CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 If FOR EACH FULL 4-Iod BOX(5"X0.126");OR FACE NAIL p O Z 4-5"X0.131 NAILS WALL ABOVE. TABLE R602.10.5 'tI�'' LH 211 BRID61N6 OR BLOCKING TO JOIST 2-I0d(3"X0.126")or 2-6d common EACH END,TOE NAIL g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS MINIMUM LENGTH OF BRAGED WALL PANELS 1�--1 j O (2 Y2SHALL BE PERMITTED. n, h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGIN6 SHALL BE PERMITTED MINIMUM LENGTH �J TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. oD (INCHES) CONTRIBUTING ADJACENT CLEAR WALL HEIGHT llTI'I \_ OPENING HEIGHT (INGHE5) J 1--� (INGHE5) b FEET q FEE:T 10 FEET II FEET 12 FEET lu TABLE R602.3(3) a br, TABLE R50-7.2 CS-W5P <64 24 27 50 53 56 ACTUAL tu WOOD PANEL WALL SHEATHING FASTENING SCHEDULE O DECK LEDGER CONNECTION TO BAND JOISTab MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPAGIN6 ULTIMATE DE516N WIND � STRUCTURAL PANEL THICKNESS STUD SPAGIN6 SPEED VNLT(MPH) (DECK LIVE LOAD=40 P5F, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF O SIZE PENETRATION PANEL SPAN (INGHE5) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY (INGHE5) RATING (INCHES O.G) (INGHE5 0.0) B G D JOIST SPAN O 1 I , CONNECTION DETAILS 1-L-1 bd COMMON b'AND LESS 6' r TO b' Fr TO 10' 10'1 TO 12' 12'1 TO 14' 141"To 16' Ib'1 TO Ib' (2.0"X0.113") 15 24/O 5/b I6 6 12 140 115 I10 ON-CENTER SPAGiN6 OF FASTENERS bd COMMON I"15 24/I6 7/I6 Ib b 12 I'i0 140 155 INCH DIAMETER LA6 SCREW c d 50 25 ib IS IS II 10 (2.5"XO.I311) 24 6 12 140 115 110 WITH Uj INCH MAXIMUM SHEATHING Z FOR 51: 1 inch ■ 25.4 mm, I MILE PER HOUR a 0.4477 m/s j INCH DIAMETER BOLT WITH�INCH 56 56 54 2g 24 21 Iq Q a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR To SUPPORT. THREE-PLY PLYWOOD 5HEATHIN6 WITH STUD SPAGIN6 MORE THAN lb" MAXIMUM SHEATHING d ON CENTER SHALL BE APPLIED WITH PANEL 5TREN&TH AXIS PERPENDICULAR To SUPPORT. INCH DIAMETER BOLT WITH I-INCH 56 56 2g 24 21 Ib Ib b.TABLE BASED ON WIND PRESSURES AGTIN6 TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. MAXIMUM 5HEATHINS s LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. FOR 51: I inch = 25.4 mm,I foot =304.6 mm,I pound per square foot = 0.04101 kPa c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-lb OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 a.Ledgers shall be flashed In accordance with Section R703.4 to prevent water from contracting the house bond joist. (� SPAN RATING. PLYWOOD 51DIN6 RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. b.Snow load shall not be assumed to act concurrently with live load. �JJ WALL-16 AND PLYWOOD SIDING Ib O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16" ON CENTER. c.Tha tipp of the lag screw shall fully extend beyond the Inside face of the band foist. C.- d.5heathing shall be wood structural panel or solid sawn lumber i (V e.sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. f(1 Z Up to I/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-inch of allowable N Z sheathing thickness where combined with wood panel or lumber sheathing. Q • _Z # -1 5 Q TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA g, A CONTINUOUS AIR BARRIER SHALL BE INSTALLED e CONTINUOUS BEAD IN THE BUILDING ENVELOPE F SEALANT I GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS ARC HIT E ,C f S CONTINUOUS AIR BARRIER A SEALING MATERIAL TODD O'CONNELL MANUFACTURED THIN-PROFILE ,__j_A.R C H I T E C T P.C. ---EXISTING ATTIC VENTILATION BAFFLE VENTED AIR SPACE BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE ; FLOOR ASSEMBLY (FULL WIDTH ,,,�ATTIG INSULAITON SEALED TODD O'CONNELL, AIA / )1" RIGID INSULATION THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/50FFIT 1200 Veterans Memorial Highway CEILING ATTIC—> �- / \___--CONTINUOUS MINIMAL PTIONAL ELEVATION GAP5 IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER Suite 120 EXPANDING FOAM AT CAVITY INSULATION ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE Hauppauge,NY 11788 WINDOW PERIMETER XPANDIN6 FOAM AROUND - —• WALL DOORS TO UNCONDITIONED ATTI05 SPACES THE PERIMETER OF LOOSELY SHALL BE SEALED P(631)650-6666 sECTiON OUT RIGID INSULATION NTINUOUS BEAD F(631) 650-6667 EILIN6 6YP5UM BOARD j OF SEALANT THE JUNCTION OF FOUNDATION AND BILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME C(516)658-03Z5 AS AIR BARRIER " RIGID INSULATION BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE WALLS CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE EXISTING BAND.1o15T INSULATION THE JUNCTION OF TOP PLATE AND THE TOP OF NTINUOUS BEAD RETROFIT WITH I I/2"RI61D INSULATION XTERIOR INSULATED EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM INDOW UNIT AS OF SEALANT 9-00500 Scale:s/4" = 1'-0' HALT. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED S.rr;r ,rc,:ifr,rFrrJii;:r_r.,,cxr,l„ AIR BARRIER ONTINUOUS BEAD KNEE WALL5 SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT OF SEALANT THIN-PROFILE ATTIC EAVE BAFFLE AND VENT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER ; CONTINUOUS MINIMAL WINDOWS, SKYLIGHTS, AND DOORS " EXPANDING FOAM AT ONTINUOUS MINIMAL 5-0too4 scaler3/4" = I'-0" THE SPACE BETWEEN WINDOW/DOOR JAMBS AND WINDOW PERIMETER EXPANDINO FOAM T FRAMING, AND 5KYLICHTS AND FRAMING SHALL BE WINDOW PERIMETER SEALED CONTINUOUS BEAD " GYPSUM BOARD ANUFAGTURED RECESSED LIGHT F SEALANT X4 BLOCKING ENCLOSURE RIM J015T RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED ATTIC INSULATION yR, I ONTINUOUS BEAD I FILING JOISTS FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED !` TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE << i OF ADHESIVE FLOORS (INGLUDINC� ABOVE GARAGES � THE AIR BARRIER SHALL BE INSTALLED AT ANY ONTINUOUS BEAD WINDOW UNIT A5 --- — _ _____—_ _ OF SEALANT AIR BARRIER NSULATED EXTERIOR INSULATION CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF LATI5UBF OOON SHALL DECKING,ALL BE PERMITTED FLOOR FRAMING CAVITY TO BE IN CONTACT WITH WALL THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND CONTINUOUS MINIMAL EXTERIOR WALL — — — —EXPANDING FOAM AT SHEATHING EXTENDS FROM THE BOTTOM TO THE TOP OF ALL m XPANDIN6 FOAM SEALANT PERIMETER FLOOR FRAMING MEMBERS WINDOW PERIMETER AT PERIMETER CRAWL SPACE WALLS �-- 2-STUD CORNER WITH Ix4 BACKER ONTINUOU5 BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, N OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE CONTINUOUS BEAD RYWALL CEILING WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS F SEALANT 5-O000b 5calo,3/4" = Ib' Z O GE55ED LIGHT FIXTURE 5HAFT5 / DUCT 5HAFT5, UTILITY PENETRATIONS, AND FLUE ONTINUOUS BEAD PENETRATIONS SHAFTS OPENING TO EXTERIOR OR F�- OF SEALANTBEAD + OF ADHESIVE UNCONDITIONED SPACE TO BE SEALED -I AIR SEALING AT LlefMN6 IN ATTIC 0 0NTINUOU5 BEAD BATTS IN NARROW CAVITIES SHALL BE OUT TO FIT, OR z . • ONTINUOUS SILL SEALER OF SEALANT NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT O -FULL WIDTH OF MUD5ILL ONTINUOUS BEAD 502041 Scale: 5/4" . I-0rr ON INSTALLATION READILY CONFORMS TO THE AVAILABLE V Z " OF ADHESIVE CAVITY SPACE 01 NDATION WALL I ONTINUOU5 BEAD GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED AS AIR BARRIER I OF SEALANT SPACEso q RECESSED LIGHT FIXTURES INSTALLED IN THE REGE55ED LIGHT FIXTURES INSTALLED IN THE ° o 0 ONG'RETE SLAB AS — RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED `� ~ e AIR BARRIER —FLOOR A55EMBLY LOCKING AS REQUIRED TO THE DRYWALL AIR TIGHT AND IG RATED CONTINUOUS BEAD 6YF5UM BOARD BOX PLUMBING AND WIRING BATT INSULATION SHALL BE OUT NEATLY TO FIT s w w M F SEALANT ONTINUOU5 BEAD ENCLOSURE AROUND WIRING AND PLUMBING IN EXTERIOR 01 i T L�o OF SEALANT WALLS, OR INSULATION THAT ON INSTALLATION ° r o t v�o aLU ATTIC INSULATION READILY CONFORMS TO AVAILABLE SPACE SHALL o ' M In F LU a EXTEND BEHIND PIPING AND WIRING o- x ism v I ONTINUOUS BEAD CEILING J015T _ THE AIR BARRIER INSTALLED W O OF SEALANT TER INSTALLED AT EXTERIOR WALLS �, cj NTERIOR 6YMSUM __ -- --- _ SHOWCR/TUB ON EXTERIOR WALL ADJACENT TO SHOWERS AND TUBS SHALL � }a S g 1= v EXTERIOR WALLS ADJACENT TO SHOWERS AND WALLBOARD AS BARRIER SEPARATE THEM FROM THE SHOWERS AND TUBS TUBS SHALL BE INSULATED o �Q CONCEPTUAL AIR SEA�LINO 5TRA�TEOY // GONGEPTUA�L AIR 5EALINO 5TRA�TEOY // � __ ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND 9�v m �� EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR CONCEPTUAL AIR SEALING STRATEGY �i LOWER NALL 5E0TI ON UPPER NALL SECTION AT UPPER FLOOR BAND,J015T AIR-SEAL BOXES SHALL BE INSTALLED 5-020115calers/4" = I'-0' —�`r� UN� pa 0?�� FOAM SEALANT HVAG REGISTER HVAG REGISTER BOOTS THAT PENETRATE BUILDING E NmFtL-EXPANDINS, T PERIMETER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE � ���D SUBFLOOR OR DRYWALL NTINUOUS BEAD OF SEALANT '� A I " 6YP5UM BOARD RYWALL CEILING WHEN REQUIRED TO BE SEALED CONGEALED FIRE CONGEALED SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER Ip p <�N P O o 2) LAYERS 2" RIGID INSULATION GE55ED LIGHT FIXTURE $ $o_ Z THAT 15 RECOMMENDED BY THE MANUFACTURER. ' INSTALL I" RI61D INSULATION INSTALLED DURING FRAMING �� a GUT TO FIT BETWEEN THE _ _ CAULKING OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE Q$ 4 Q RAFTERS FROM SEAL BOTH AIR BMW AT RECESSED LIGHTIN6 IN ATTIC I" RI61D INSULATION 51DF-5 ALONG RAFT3:R WITH SPRINKLER COVER PLATES AND WALLS OR m 0 0 o Q ROUGH GUT AROUND EXPANDING FOAM 5E:ALANT. CEILINGS VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5-02040 Scale: s/4" = l'-0' -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSULATION rN5TED EXTERIOR WITH EXPANDING ATTIC INSULATIONMATERIALS R-VALUES mFOAM SEALANT � IOR WALL EMENT BAGKERBOARD INSTALL I" RICO INSULATION 5HEATHING TUB SURROUND FINISH MATERIAL --� - VERTICALLY TO CONNECT % TUB UNIT R-VALUE INSULATING, SHEATHING TO RICO / _ 5--STUD CORNER WITH R161D INSULATION I INSULATION BAFFLE. -TUB SURROUND FOAM SEAL BOTH JOINT 5-000OT Scalers/4" = I'-0' PROVIDE BLOCKING AT I BEYOND —` BUILDING BOARD 5TUD CAVITY AT TUB I GYPSUMd2 WALL BOARD ") 0.45 ONTINUOU5 BEAD - / AT EXTERIOR WALL I ONTINUOUS BEAD OF SEALANT I OF SEALANT " RIGID INSULATION ONTINUOUS BEAD 1 GYPSUM WALL BOARD (5/8") 0.5625 INSULATED EXTERIOR �I/ z I j OF SEALANT ( I STUD WALL I THIN PROFILE WAL PLYWOOD V2 ) 0.62 d —EXTERIOR INSULATED " RI61D INSULATION VIDE BLOCKING AT I I I I SHEATHING O -1 WALL XTERIOR INSULATED STUD CAVITY AT SHOWER I 1 I I OO NTINUOUS TBEA PLYWOOD (5/4") OA4 Z WALL AT EXTERIOR WALL ( U.l ONTI NUOUS BEAD OF Q- I I NSTALL IN OR SHEATHING ,— � I'R1610 INSULATION AS ATTIC EAVE BAFFLE GUT I"EXTERIOR INSULATION SHEATHINGSEALANT AS ( I PRIOR TO INSTALLATION OF SIDING z0 AROUND MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT I I XPANDIN6 FOAM PREFAB FIREPLACE UNIT ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 I- z 5-0I006 5cole:5/4" = 1'-0" 5-0I005 Scaler3/4" = Ib' I I ( I N z EFAB ALUMINUM/ VINYL SIDING V2" INSULATION) I.Bo w TILE SURROUND FINISH FIREPLACE I OOD FRAME EMENT BAGKERBOARD I I UNIT I FLOOR ASSEMBLY m m z NSTALL I" RIGID INSULATION I I AT BOTH HORIZONTAL AND I —INSULATED FLOORING N N O DRAINAGE PLAN "I , VERTICAL POSITIONS NSULATED EXTERIOR I EXTERIOR �_ � STUD WALL I STUD WALL HARDWOOD FLOORING (s/4") 0.65 O cV Q (LEAVE J'GAP FOR EXPANDING FOAM) I AIR SEALING BEHIND TUB WITH \ Q THIN PROFILE WALL SHEATHING I 1 THIN-PROFILE 5HEATHIN6//SECTION TILE INSTALL EXPANDING FOAM 0.05 SEALANT AT INTENTIONAL CAPS I I AT I" RIGID IN5ULATIO —EXISTING FLOOR ( 1 I 5_0I0OeI 5cale:3/4" = 1'-0' CARPET WITH FIBER PAD 2.05 1 CONTINUOUS BEAD OF ASSEMBLY I I CARPET WITH RUBBER PAD SEALANT —CAVITY INSULATION I ONTINUOUS BEAD OF 1.23 w MINIMUM�" DRIP I — I I SECANT Q� 1 I ANUF. SHOWER AIR SPACE 0/2" UP TO 4") 1. 00 I RI61D INSULATION I PAN -- SOFFIT GLOS XPANDIN6 FOAM WOOD FLOOR ASSEMBLY-- ROOFING U I— ` oD FRAME FLOOR ASSEMBLY ASPHALT SHINGLES 0.44 V - 4 INSULATED CANTILEVER FLOOR// •e 'e•. WOOD SHINGLES O A'7 <)-' CAVITY INSULATION WITH I"R151D INSULATION CLOSURE Kz 5-0101cl 5Gale13/4" = 1.-0' AIR SEALING BEHIND SHOkeR WITH n AIR SEALING AT PLATFORM FOR MANUFAGTUREb Z THIN-PROFILE SHEATHING FIREPLACE ASSEMBLY ATTIC INSULATION DOORS (— OUA Z 5-OI007 Scalers/4" = I'-0' 5-01012 5cale:3/4" = I'-O" " " WOOD, SOLID GORE (I s/4") 2.17 LU O INSULATED METAL DOOR (2") 15.00 (1 EILIN6 FRAMING II i�- LOOK GRILLE ''"�' V HEATH INTERIOR OF LOOR DUCT BOOT > < INSULATION ATTIC ACCESS TO LEGTRIGAL WIRE " O.OB tu ONTINUOUS BEAD OF POURED CONCRETE PER I +1" OF INSULATION SEALANT Ul LEVEL FLOOR —TOP PLATE AGGE55 PANEL — PLUMBING PI I I I(I I I I I I I I I O DRAW ACCESS PANEL TOP PLA SNUG WITH PERIMETER EXPANDING FOAM N5ULATED FLEXIBLE DUCT XPANDIN6 FOAM O SCREWS TIE AT INNER LINER SEALANT SEALANT TRIM A5 REQUIRED ASTIG AT INNER LINER STUD L n/ (1 It lu 1� v / INISH GE:ILING WALL STUD- TIE AT OUTER LINER l AIR 5EALIN6 AT ATTIC HATCH//FINISH 50REW5 AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION Q 5-02022 5G01er5/4' = I'-01. 5-01025 SGa1er3/4" = I'-O' S-0lOs3 Sealers/4" = I'-0' 5-01024 Scalers/4" = I'-O" Q IY to m z Q zLU O � v GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rc105.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG PORK STATE:OF NEW MINIMUM DESIGN DEAD LOAD5* AS PER ASGE TABLE 1: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW PORK STATE RE51DENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE -1-16 - CHAPTER 3 TABLE 05.1 INSULATION THICKNESS IN INCHES BY PIPE SIZES PIPES 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN SHALL OBTAIN CERTIFICATE OF I^ITH b" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLA55-A ASPHALT 5OURCE5 OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT LOAD HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS / OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. (psi) TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" A R 6 H i T E C T 5 NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG G I_ I L I N G 5 170-150 0.5 1.0 1.5 2 D TODD O'CONNEC. R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE n R c H i r E c r P.C. AUTHORIZATION BY THE ARCHITECT. # 20 GFM INFILTRATION THROUGH THE OVER 15 ASPHALT FELT WITH RATED AND INSTALLED WITH NO ACOUSTICAL FIBER BOARD I.o 140-I60 0.5 0.5 I.O 1.5 .... THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO 100-150 0.5 0.5 0.5 1.0 REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per INCH thickness) 0.55 TODD O'CONNELL, AIA AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY (1/2 INCHES) (2.2) R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE 1200 Veterans Memorial Highway (5/5 INCHES) (2.-15) CONTRACTOR SHALL REMOVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES suite 120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3 CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 5 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788 ETC., GLEAN GLASS AND LEAVE WORK e" FIREPLACE WALL THIGKNE55 WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL SYSTEM 2.0 • BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE P(631) 650-6666 WOOD FURRING SUSPENSION SYSTEM 2.5 F(631) 650-6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING NHS RANGE (F) 2" RUNOUT I" AND LE55 1.25" TO 2" 2.5" TO 4" CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH HEATING SYSTEMS C(516) 658-0325 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY G O V E R I N G S, ROOF, AND WALL LOW PRE55URE/TEMPERATURE 201-250 I.O 1.5 1.5 2 0 ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING 5AMPLE5 OF THE 5HINGLE5 FOR CEILINGS, WALLS, AND FLOORS. GODS OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL LOCAL GORES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. ASPHALT SHINGLES 2.0 LOW TEMPERATURE 120-200 0.5 1.0 LO 1.5 CONTRACTOR SHOULD FULLY FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, 1/2-1n. 2.0 STEAM CONDENSATE GUARANTEE HIS WORK AND THE WORK 5.5.0. 155 7YPE-1) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per Inch thickness) (FEED WATER) ANY 1.0 Lo 1.5 2.0 OF HIS SUBCONTRACTORS FOR A CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 ACH50 IN CZ4A, 5, AbA. FIBERBOARD PERIOD OF ONE YEAR AFTER TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE I.5 COOLING SYSTEMSri , COMPLETION OF THE PROJECT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION o.8 POLYSTYRENE FOAM 0.2 CHILLED WATER, REFRIGERANT 201-250 I.O 1.5 1.5 2.0OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING URETHANE WITH FOAM FOAM 0.5 AND BRINE 120-200FACED FIBERGLA55 BATT INSULATION -MATERIALS AND EQUIPMENT MUST SHALL BE PERFORMED IN FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD ( er 1/&-in. THIGKNE55) O.4 FIRE BLOCKING BY JOHN MANVILLE OR APPROVED IDENTIFIED So THAT THE COMPLIANCE p EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING SHALL BE PROVIDED, EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE RIGID INSULATION, 1/2-In. O•'15 R3o1.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN PRACTICES. THE CONTRACTOR SHALL AS PER SECTION R502.13 OF THE WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL INDEMNIFY AND HOLD HARMLESS THE SKYLIGHT, METAL FRAME, " WIRE GLA55 5.0 WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. RESIDENTIAL CODE OF NEW YORK FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND GOOLING GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE OWNER, ARCHITECT, AND THEIR STATE, TO GUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 3.0 AGENTS AND EMPLOYEES FROM AND DRAFT OPENINGS (BOTH VERTICAL TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM E IQg6 AND A5TM E 188(b AS BITUMINOUS SMOOTH SURFACE MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR AGAINST ALL CLAIMS, DAMAGES, AND HORIZONTAL). OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. 1•5 WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RE515TING INCLUDING R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO 51NGLE-PLY SHEET WATERPROOFING MEMBRANE 0.11 STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) LOSES AND EXPENSES, PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING ATTORNEYS FEES ARISING OUT OF OR GONGEALED 5PAGE5 OF STUD WALLS FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY DETERMINE AIR LEAKAGE. FLOOR FILL EXCEPTION: RESULTING FROM THE PERFORMANCE AND PARTITIONS, INCLUDING FURRED MARKED ON THE BUILDING PLANS OR EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE m OF THE WORK PROVIDED THAT ANY SPACES AT THE CEILING AND FLOOR GLA55 WINDOWS AND DOORS SPECIFICATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH g p WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LE55 THAN 7(r, INCH AND A SUCH CLAIM, DAMAGE, L055 OR LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION THE BUILDING THERMAL ENVELOPE. SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. SAND, PER INCH b.0 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE N EXPENSE (A) 15 ATTRIBUTABLE TO FURRED SPACES SHALL ALSO BE FIRE R305 OF THE RESIDENTIAL CODE OF DUCT INSULATION: R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR STONE CONCRETE, PER INCH 120 OPENING GONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE BODILY INJURY, SICKNESS, DISEASE BLOCKED AT INTERVALS NOT NY5. ALL GLA55 IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED OR DEATH OR TO INJURY TO OR EXCEEDING 10 FEET. LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOORS AND FLOOR FINISHES PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED Z # WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO DESTRUCTION OF TANGIBLE PROPERTY GLA55 5UB0ONTRAOTOR SHALL NOT MUST BE INSULATED TO R-8. CERAMIC OR QUARRY TILE (3/4-1n) RE515T THE GOMPOEET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH t� (OTHER THAN THE WORK ITSELF PLUMBING INSTALL GLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED R4o3.4: MECHANICAL SYSTEMPIPING INSULATION - CARRYING ON 1/2-In. MORTAR BED 16.0 EITHER TABLE R301.2(2) OR ASGE '7, WITH THE PERMANENT CORROSION-RE515TANT -1 INCLUDING THE LOSS OR USE CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL ATTIC5 OR OUTSIDE THE BUILDING FLUIDS >105 F OR <55 F, INSULATE TO R-3 MIN. ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE z RESULTING THERE FROM). (5) 15 SUPPLY AND SANITARY SYSTEM AS SLIDING GLA55 DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (5/4-in) BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 15 PERMITTED FOR 13 CAUSED IN WHOLE OR IN PART BY ANY INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED 23.o BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE Z NEGLIGENT ACT OR OMISSION OF THE SHUT-OFF VALVES AT ALL FIXTURES. GODS SHALL BE INSULATED SPACES MUST BE INSULATED TO R-5. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF DESIGN WIND SPEED, 15 150 MPH OR LESS. ' 2020 NY5 RESIDENTIAL CODE CONCRETE FILL FINISH (PER INCH THICKNESS). I.O CONTRACTOR, ANY SUBCONTRACTOR, ALL WATER PIPING TO HAVE TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED ANYONE DIRECTLY OR INDIRECTLY HARDWOOD FLOORING, "1/7-tn. 4.O TABLE R301.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING GLEANOUT5 AT ALL CHANGES OF AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER SCHEDULE FOR WOOD STRUCTURAL PANELS z ° tL EMPLOYED BY ANY OF THEM, OR DIRECTION AND AT BASE OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. THAN LINOLEUM OR ASPHALT TILE, 1/4-In. 1.0 V 9 o ANYONE FOR WHOSE ACTS ANY OF VERTICAL WASTES. USE 4" CAST IRON MANUFACTURES SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON FASTENER SPACING 4 Noy THEM MAY BE LIABLE REGARDLESS THROUGH FOUNDATION WALL PITCHED WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. 0.01 X GFA + 7.5 X (# OF BEDROOMS + I) MARBLE AND MORTAR ON STONE-CONCRETE FILL 55.0 - ° OF WHETHER OR NOT IT 15 CAUSED IN MIN. I/8" PER FOOT. TRAP/WASTE SEALED AS PER 2020 NYSEGG *GFA = CONDITIONED FLOOR AREA SLATE (PER mm THIGKNE55) 15.0 FASTENER TYPE 4 FOOT 6 FOOT °o s o PART BY A PARTY INDEMNIFIED PANEL SPAN < PANEL SPAN < PANEL SPAN s4 0- }- SIZES FOR FIXTURES SHALL BE AS REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON 1-in. MORTAR BASE i 23.0 Hoz<-:9UN� ' � ow°- m HEREUNDER. ALL MATERIALS, R403.7: EQUIPMENT SIZING - PER AGCA MANUEL 5, BASED ON <4 FOOT <_6 FOOT <_8 FOOT N FOLLOWS: PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND SUBFLOORING 3/4-In. 3.0 m ASSEMBLIES, AND METHOD OF DISH WASHER 1 1/2" WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY LOADS CALCULATED PER ALGA MANUEL J. NO. 8 WOOD SCREW o uI CONSTRUCTION INCLUDING BUT NOT KITCHEN SINK 1 1/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, FLOORS, WOOD J015T (no plaster) Ioz. O.C. ASED ANCHOR WITH 2 °z p �o.c. o.c. 16 I O 8 Q-�1 9- �`�" w v LIMITED TO FORM-WORK, R404.1: LIGHTING - A MINIMUM OF Q0% OF PERMANENTLY JOIST SIZES (in) INCH EMBEDMENT LENGTH `��- O NAILING LAVATORY I I/4" TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES) n.B�) fLB/FT�) BLOCK-WORK, FRAMING, INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. Q ' S m a PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR 2x6 !6 5 NO. 10 WOOD SCREW °�r ib z ~ O ~LOW-VOLTAGE LIGHTING EXEMPT -Q o TOILET 3" HARDWARE AS REQUIRED. ALL GLA55 TAPES. DUCT TAPE I5 NOT o Q Q i z o BE CAREFULLY SUPERVISED BY THE 2x8 6 6 BASED ANCHOR WITH 2 16 12 Q zF ALL SYSTEMS TO HAVE ONE 3 MAIN 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL GORE OF NEW YORK STATE SECTION R305- a 8Pq g CONTRACTOR TO BE SURE THEY ARE VENT STACK INCREASED TO 4" IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2X10 � 6 INCH EMBEDMENT LENGTH o��a �o� L m IN ACCORDANCE WITH THE DRAWINGS, THROUGH THE ROOF. PROVIDE FR05T THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL SPECIFICATIONS, APPLICABLE CODES 2x12 8 T Y4 INCH LAG SCREW Q o � PROOF HOSE-BIBS AS INDICATED ON NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS - EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF °_ Q AND GOOD PRACTICE. DEVIATIONS FRAME PARTITION 5 ( sf) BASED ANCHOR WITH 2 16 16 16 ,� w w IL PLANS WITH EA51LY AGGE551BLE TO BE ANDERSEN UNLESS INDICATED OPERATING AT LE55 THAN 2 w.g. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN Q FROM THE DRAWINGS AND SECTION R305.4 SHALL BE PROVIDED WITH A MANUFACTURE'S INCH EMBEDMENT LENGTH ° ° u a M DRAIN DRAIN-GOGKS. THE WATER OTHERWISE. (500 PA.) WOOD OR STEEL STUDS, I/2-In. GYP. BOTH SIDES 8.0 �' SPECIFICATIONS WILL NOT BE SUPPLY AND SEWAGE DISPOSAL -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLASTERED 40 ►�- u °F � } PERMITTED WITHOUT WRITTEN ° o Q °o 0 AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAt=ETY GLAZING FRAME HALLS a. THIS TABLE IS BASED ON 180 MPH ULTIMATE S _ Z o APPLICABLE COUNTY DEPARTMENT OF MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF o °„ z THE CONTRACTOR SHALL BE HEALTH STANDARDS AND PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALLS: HEIGHT. Ck4 °�� ' L10 RESPONSIBLE FOR THE SHOP REGULATIONS. APPROVAL OF ALL THE FOLLOWING ;5 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, EME055ED, OR BE A 5/5-in. GYPSUM b. FASTENERS SHALL BE INSTALLED AT OPPOSING �$ Q V�DRAWING5 WHICH MAY BE NEEDED. PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING 2x4 ® I6-►n., FALL DIMENSIONS AND CONDITIONS II.O QQ ao0 03 INSULATED, 3/8-In. SIDING ENDS OF THE WOOD STRUCTURAL PANEL. ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE FASTENERS SHALL BE LOCATED NOT LE55 THAN PRIOR TO CONGEALMENT. PRIOR TO INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DE51ONATION 2xb a 16-in., 5/b-in. GYPSUM, 12.0 INCH FROM THE EDGE OF THE PANEL. CONTRACTOR TO REMOVE ORDERING, CONTRACTOR SHALL REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A R50e.A HAZARDOUS LOCATIONS - THE LOCATIONS S"cGIFIED IN INSULATED, 3/5-In. 51DING RELOCATE AS REQUIRED ALL SUPPLY GUTS OF FIXTURES FOR 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R308.4.1 THROUGH R308.4.7 SHALL BE CONSIDERED TO BE G. ANCHORS SHALL PENETRATE THROUGH THE EXISTING WORK WHICH INTERFERES OWNERS APPROVAL. IN THE EVENT SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING EXTERIOR STUD WALLS WITH BRICK VENEER 4b.0 EXTERIOR WALL COVERING WITH AN EMBEDMENT WITH NEW CONSTRUCTION. THAT THE OWNER CHANGES, THE COMPLETE FINISH. ALL PAINTED R308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, GLASS, FRAME AND SASH 5.0 LENGTH OF NOT LE55 THAN 2 INCHES INTO THE CONTRACTOR SHALL CREDIT THE 5URFAGE5 MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHES: BUILDING FRAME. FASTENERS SHALL BE LOCATED 51TE WORK OWNER FOR THE FULL IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 511.0 NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE STAKEOUT IS TO BE PERFORMED BY A SUBCONTRACTORS COST FOR THE ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R30.5.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LESS THAN 60 b IN -1q.0 CONCRETE BLOCK OR CONCRETE. LICENSED SURVEYOR. STAKING AND CHANGED UNIT. INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115.0 cl. PANELS ATTACHED TO MASONRY OR LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN 155.0 MASONRY/STUCCO SHALL BE ATTACHED USING AND BENCHMARKS. VERIFY ALL GIVEN HVAG DOORS, FRAME5, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING IS WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHES: VIBRATION-RESISTANT ANCHORS HAVING AN DATA ON DRAWIN05. IN CASE OF ALL EXISTING MECHANICAL WORK TO ONE GOAT WOOD FILLER OR STAIN -GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHE5 THIGKNE55 (IN INCHES) 4 6 1 8 10 1 12 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS z z BE ALTERED AND INSTALLED IN AND TWO COATS MCKLU5KY'5 ELECTRIC SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGED SIDE OF DENSITY OF UNIT (105 PGF) THAN 1,500 POUNDS. 4 DISCREPANCY, RECEIVE t- -a CLARIFICATION FROM ARCHITECT CONFORMANCE WITH ALL APPLICABLE EGGSHELL FIN15H NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT 22.0 24.0 51.0 51.0 45.0 0- PRIOR TO PROCEEDING. EXCAVATE CODES, RULES AND REGULATIONS. POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R305.4.3- GLAZING IN WINDOW Ix O AND BACK FILL FOR WORK INDICATED THE HVAG SUBCONTRACTOR SHALL W _ GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN Q SQ.FT. (GROUT sPAG1NG) LU ON DRAWINGS. STOCKPILE TOPSOIL VISIT AND EXAMINE THE PREM15E5 50 PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING 15 LESS THAN le)" ABOVE THE FLOOR 45 IN. O.G. 2cf.0 55.0 41.0 55.0 „ AS TO FULLY UNDERSTAND ALL 40 IN. O.C. .0 40.0 4cl.0 5'1.0 (0 DIAMETER z OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD 5URFAGE5- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING 15 MORE THAN 36 ABOVE FLOOR AND 32 IN. O.G. 32.0 42.0 52. bl.o REFLECTIVE WHITE O � z AND BUILDING SITE. STOCKPILE ALL CONDITIONS PERTAINING TO HIS WORK, GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBU57ABLE ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED ANY DIFFICULTIES OF HIS WORK TO BE 24 IN. O.C. 54.0 46.0 5-1.0 61.0 0 N EXCAVATED MATERIAL. NEW AND REPORTED TO GENERAL EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING I6 IN. O. G. 40.0 55.0 66.0 1cf.o THE CONSTRUCTION TYPE j Z EXISTING BACK FILL MATERIAL AND CONTRTED TO HVAG ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 a5.o 115.0 DESIGNATION SHALL BE > 4 p O TOP501L ARE TO BE FREE OF WEEDS, SUBCONTRACTOR SHALL BE GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R3o8.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE , IV , OR V TREE ROOTS, ROCKS AND DEBRIS. ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING 15 LE55 THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE A5CE STANDARD - MINIMUM DESIGN TO INDICATE THE CONSTRUCTION RESPONSIBLE FOR CHARGING AND QUALITY PITTSBURGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING DENSITY OF UNIT (155 PGF) LOAD FOR BUILDING STRUCTURES AND CLASSIFICATION OF THE ' N m ALL SURPLUS MATERIAL THAT IS STARTUP OF THE SYSTEM. ALL � O UNSUITABLE FOR BACK FILL MATERIAL LAMBERT, DUTCH BOY. CABOT5, BUILDING CODE OF NEW YORK STATE, SURFACE different dead load OTHER STRUCTURES -ASOM-16 STRUCTURE UNDER IBC EXISTING THERMOSTATS LOCATED IN MCKLU5KYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - R305.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING values for differ (PGF) SECTION 602 SHALL BE REMOVED FROM THE SITE. WALLS TO BE DEMOLISHED SHALL BE N Q PROTECT ALL TREES WITHIN EIGHT RELOCATED WITHIN THE GENERAL CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN SOLID CONCRETE MASONRY UNIT WYTHES: FEET OF THE BUILDING. PROPER AREA. ALL THERMOSTATS NEW AND 5AMPLE5 OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF W0THES THICKNESS (IN mm) 4 6 8 10 12 APPROVALS MUST BE OBTAINED FOR ARCHITECT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR. RAMPS DENSITY OF UNIT S (I PGF) REFLECTIVE RED EXISTING SHALL BE LOCATED AT 54 �, 52. 5I.0 69.o 8-r.0 105.0 PANTONE # 187 �. m N - w BEFORE COVERING ANY EXCAVATED APPROVAL. SERVICE WATER HEATING: -GLAZING 56" OR LESS MEASURED HORIZONTALLY FROI , THE DENSITY OF UNIT (155 PGF) cK AFF. CONTRACTOR RESPONSIBLE FOR -WATER HEATERS WITH VERTICAL WALKING SURFACE 38.o bo.o BI.o l02.o I24.o WORK. Ln ENGINEERING DRAWINGS. SEPARATE GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R305.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING DENSITY OF UNIT (135 PGF) 41.0 4.0 87.0 110.0 133.0 CONCRETE BLOCK MECHANICAL PLANS AND CODE INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING 15 LESS THAN 36" ABOVE THE LANDING AND WITHIN WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR COMPLIANCE TO BE DESIGNED AND PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES ALL CONCRETE BLOCK IS TO HAVE THROUGH R702.3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60 HORIZONTAL ARE LESS THAN 180 DEGREES FROM THE BOTTOM ' DUR-O-WALL REINFORCING EVERY PREPARED BY OTHER MEP DESIGN STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR 15 PART OF TREAD N051NO GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A DESIGNATION FOR STRUCTURAL THIRD COURSE. FILL TOP COURSE FIRM AND SUBMITTED SEPARATELY AS WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. COMPONENTS THAT ARE OFF SOLID. MORTAR MIX TO BE ONE PART REQUIRED AND REQUESTED TAPE JOINT 5Y5TEM. ALL GYPSUM -INSULATE CIRCULATING HOT WATER TRUSS TYPE CONSTRUCTION 1-0 PORTLAND CEMENT, ONE PART LIME FRAMING AND ROUGH CARPENTRY BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE I. NOTE: WINDOW FALL PROTECTION TO BE PROVIDED STROKE FOR ALL WINDOWS AS PER Z ��-- PUTTY, AND SIX PARTS SAND, OR ONE J015T5 RAFTERS AND STUDS SHALL ON CEILINGS UNLESS OTHERWISE 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.1 PART MASONRY CEMENT AND THREE BE CONSTRUCTION GRADE DOUGLAS INDICATED. FINISH JOINTS, J-BEADS. CIRCULATING HOT WATER SYSTEMS: FLOOR FRAMING, INCLUDING !� 2020 RESIDENTIAL GORE OF NEW PORK STATE SECTION R312.2 GIRDERS AND BEAMS PART5 SAND. FIR-SOUTH SELECT STRUCTURAL. ALL NAIL DIMPLES, CORNERS AND EDGES -INSULATE CIRCULATING HOT WATER MINIMUM HEIGHT- CEILING- HABITABLE SPACE HALLWAY5 AND ■ ■ LH WOOD SILLS AND WOOD IN CONTACT SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL > ROOF FRAMING - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE z BUILDING " CONCRETE WITH MASONRY SHALL BE AGQ. ALL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FR" FLOOR AND ROOF FRAMING FEET. NO CONCRETE OR MASONRY WORK EXTERIOR SHEATHING SHALL BE 1/2 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS SHALL HAVE A srFwonRosrwocooEs SAMPLE-TITLE Iq NYGRR PART 1265.4 OLUZ FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE SHALL BE DONE DURING GDX DOUGLAS FIR PLYWOOD. FINAL GOAT TO BE SANDED SMOOTH. INSULATION: CEILING HEIGHT OF NOT LE55 THAN 6 FEET 5 INCHES PLACE ENGINEERED HOOD PLACARD JU O 5UB-FLOORS TO BE 5/4 GDX METAL CORNER BEAD TO BE USED ON -HVAG PIPING CONVEYING FLUIDS OR SURFACE BELOW THE EXTERIOR OF THE BUILDING ON OR ADJACENT TO ELECTRICAL METER BOX TEMPERATURES OF 40 DEGREES F. -THE OPERABLE WINDOW SHALL COMPLY WITH: EXCEPTION: AND FALLING. NO CONCRETE SHALL PLYWOOD EXTERIOR SHEATHING TO ALL OUTSIDE CORNERS AND AROUND ABOVE 105OF OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED BE PLACED ON FROZEN SURFACES. NO BE COVERED WITH TYVEK HOUSE ALL OPENINGS. BELOW 55 F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEC. R312.2.2 FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF TRUSS DES I O NAT I ON S I ON ADDITIVES SHALL BE ALLOWED WRAP OR APPROVED EQUAL. BLOCK THE LEVELS IN TABLE 2. NOT LE55 THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF WITHOUT WRITTEN PERMISSION OF THE STUD WALLS AT I/2 STORY HEIGHTS ELECTRICAL lu R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH THE REQUIRED FLOOR AREA SHALL HAVE A GEILING HEIGHT OF U-I SCALE: NTS ARCHITECT ALL CONCRETE IS TO BE AND AT ALL UNSUPPORTED EDGES OF ALL WORK SHALL COMPLY WITH THE A5TM F2OcTO NOT LESS THAN 7 FEET (� MIN. 3,500 P.5.1. AT 28 DAYS 4 4,000 PLYWOOD. PROVIDE SOLID BLOCKING NATIONAL ELEGTRIGAL CODE AND ALL NOES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET O n �-- P51 FOR GARAGE SLAB. PROVIDE ALL AND DIAGONAL BRACING OF FLOOR STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT O SLEEVES AND FOUNDATION VENT5 AS JOISTS AT &' O.G. MAXIMUM AND CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO OF BEING USED FOR ITS INTENDED PURPOSE REQUIRED BY NY5 CODE. UNLE55 SOLID BLOCKING UNDER ALL CIRCUITS SHALL BE MINIMUM 15 AMP. LE55 THAN THE AREA REQUIRED BY SECTION R310.2.1 O �- INDICATED, ALL FOUNDATION UNSUPPORTED EDGES OF PLYWOOD. POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED n� , FOOTINGS ARE TO BE A MIN. 5" DEEP ALL GAP PLATES TO BE DOUBLED AWG. CONVENIENCE OUTLETS SHALL WITH ROD $ SHELF, ALL LINEN NOTE: PROJECTING b" ON EACH SIDE OF THE AND NAILED BOTTOM GAP PLATED TO BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 FOUNDATIONS CHAPTER 4 DESIGN OL Z FOUNDATION WALL. PROVIDE TWO #4 END OF STUDS. LAP GAP PLATES AT FLOOR UNLE55 OTHERWISE INDICATED. ROWS OF SHELVES. BASED UPON PRESUMPTIVE LOAD K DEFORMED BARS CONTINUOUS IN THE CORNERS. WHERE FLUSH FRAMING ALL 5WITGHED TO BE LOCATED 56" BEARING VALUES OF SANDY GRAVEL RR�� FOOTING. ALL 4" THICK CONCRETE OCCURS, USE MIN. 165A SHEET METAL ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2000 LB5 PER La SLABS TO HAVE 6X6 10/10 WELDED JOIST HANGERS BY "TECo" OR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING SQUARE FOOT. CONTRACTOR TO WIRE REINFORCING. ANCHOR BOLTS IN APPROVED EQUAL. ALL CORNERS To RECOMMENDED LAMPS IN ALL CONSULT ENGINEER IF DIFFERENT 501L CONCRETE SHALL BE HOOKED 5/8" X BE MINIMUM 3/2X4 STUDS. HEADERS FIXTURES. 4. ALL BATHROOM FIXTURES AND MATERIALS ARE FOUND UPON m m w 12" AT MAX. V O.G. PROVIDE BITUMEN SHALL BE MINIMUM 2/2X6 UNLESS FAUCETS To BE SUPPLIED BY OWNER EXCAVATION OR TEST HOLE, FOR EXPANSION JOINTS BETWEEN SLABS NOTED ON PLANS. MINIMUM BEARING AND INSTALLED BY CONTRACTOR ALTERNATIVE FOOTING AND m z AND FOUNDATION WALLS. FOR STUDS, JOISTS AND BEAMS SHALL FOUNDATION WALL DESIGN O ttl z BE 3 I/2". USE DOUBLE JACK STUDS 5. FINISHES TO BE SUPPLIED O 4 z ■ GINE NOTE: ALL NON-ENERED LUMBER w � FOR HEADERS OVER FIVE FEET IN BY OWNER LENGTH TO BE DOUGLAS FIR #2 OR BETTER Q Q 0 < 0 Ca