HomeMy WebLinkAbout47456-Z �gUEfOL
Town of Southold 8/17/2023
P.O.Box 1179
o .{ 53095 Main Rd
,� plao �fi` Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44468 Date: 8/17/2023
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 6910 Soundview Ave., Southold
SCTM#: 473889 Sec/Block/Lot: 59.-9-26.8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/14/2022 pursuant to which Building Permit No. 47456 dated 2/15/2022
was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
additions and alterations, including covered front entry,rear steps and attached garage altered to livining_space,to
existing single family dwelling as applied for.
The certificate is issued to Parra,Marcelo&Elaine
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47456 1/6/2023
PLUMBERS CERTIFICATION DATED 6/28/2023 i ' ri Plumbingl Heating
Au or' a Signature
�o�S�FF j�,co TOWN OF SOUTHOLD
ay BUILDING DEPARTMENT
ca 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 #: 47456 Date: 2/15/2022
Permission is hereby granted to:
Parra, Marcelo
300 E 93rd St Apt 34B
New York, NY 10128
To: Construct additions and alterations to existing single family dwelling as applied for.
At premises located at:
6910 Soundview Ave., Southold
SCTM # 473889
Sec/Block/Lot# 59.-9-26.8
Pursuant to application dated 1/14/2022 and approved by the Building Inspector.
To expire on 8/17/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $815.60
CO-ALTERATION TO DWELLING $50.00
Total: $865.60
Building Inspector
pF SOUjyol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 a sean.deviinCaD-town.southold.ny.us
Southold,NY 11971-0959 Q
�yc01JNT1,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Marcelo Parra
Address: 6910 Soundview Ave city:Southold st: NY zip: 11971
Building Permit#: 47456 Section: 59 Block: 9 Lot: 26.$
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Verity Electric License No: 41405ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1 st Floor X Pool
New X Renovation X 2nd Floor X Hot Tub
Addition X Survey Attic X Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 66 Ceiling Fixtures Bath Exhaust Fan 3
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors 4
Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect 2 Switches 44 4'LED Exit Fixtures Sump Pump
Other Equipment: Fridge, Oven, DW, Hood
Notes: Two Story Renovation
Inspector Signature: Date: January 6, 2023
S.Devlin-Cert Electrical Compliance Form
�At pF SO�T�o ;
Town Hall Annex h� !� Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
N111����
BUILDING DEPARTMENT
TOWN OF SOUTHOLD JUN 21 2023
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CERTIFICATION
Date: Ti n-e—
Building Permit No. +-T Ce
Owner: Hldy-Le-k()
(Please print)
Plumber:
(Please print) ) S
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers re)
Sworn to before me this
day of t.Ln e- , 20
Notary Public, SLO l . County
JEANIE A LEONARD
Notary Public, State of New York
Reg. No.01 LE6419722
Qualified in Suffolk County
Commission Expires 07/19/2025
Of SOUTyO
# # TOWN OF SOUTHOLD BUILDING DEPT.
°`ycourm N 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
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[ ] FO DATION 1ST [ ] OUGH PLBG.
[ ] OUNDATION 2ND [ INSULATION/CAULKING
FRAMING /STRAP P [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
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# # TOWN OF SOUTHOLD BUILDING DEPT.
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INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL -
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INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: Pau cc 4t."or
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DATE 23 INSPECTOR
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# # TOWN OF SOUTHOLD BUILDING DEPT.
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INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATION/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
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June 26, 2023
Town of Southold
Building Department
54375 Route 25
P.O. Box 1179
Southold, NY 11971
Re: Parra Residence
6910 Soundview Ave
Southold, NY 11971
As requested by the Town of Southold, Energy Testing Services was retained by The Parra
Residence to perform the Duct Air Leakage Test at the above-mentioned residence. Michael Caruso
(HERS Rater#7960376) conducted the testing and found the results of The Duct Air Leakage Test for the
1st floor HVAC system was calculated at 52 CFM @ 25 Pa or 3.2 CFM/100 Ft'.The 2nd Floor HVAC duct
system was calculated at 28 CFM @ 25 Pa or 3.8 CFM/100 Ft2. Both duct systems meet the NYECCC 2020
code of less than 4% Maximum Duct Leakage.
Please feel free to give us a call if you have any questions or require further information.
Thank you.
Michael Caruso
President
Energy Testing Services
1648 Locust Avenue Suite E, Bohemia,NY 11716
Office: (631)244-2627/Cell: (631)405-9890
mcaruso@energytestingservices.com
www.energytestingservices.com
Load Short Form Job:
Date: Apr 05,2022
Ems°
Entire House By: Michael A.Caruso
Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Project • •
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Design Information
Htg Clg Infiltration
Outside db(°F) 19 82. Method Blower door
Inside db(°F) 68 75 Shielding/stories 3(partial)/2
Design TD (°F) 50 7 Pressure/AVF 50 Pa/1725 cfm
Daily range - L
Inside humidity(%) 50 50
Moisture difference(gr/Ib) 40 37
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
(ft) (Btuh) (Btuh) (cfm) (cfm)
Sys 2-2nd Floor 767 . 10584 8486 366 366
Sys 1-1st Floor 1587 26143 18600 780 780
Entire House 2354 36727 27086 1146 1146
Other equip loads 0 0
Equip. @ 0.87 RSM 23619
Latent cooling 4593
TOTALS I 2354 t 36727 I 28212 I 1146 i 1146
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
` - wrightsoft- 2022-Apr-07 12:45:41
..... -.�.,o. Right-Suite®Universal 2022 22.0.01 RSU30008 Page 1
+� ...idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJB Front Door faces: N
Load Short Form Job:
Date: Apr 05,2022
Sys 1- 1st Floor By: Michael A.Caruso
:w Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Project Information
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Design Information
Htg Clg Infiltration
Outside db (°F) 19 82 Method Blower door
Inside db(°F) 68 75 Shielding/stories 3(partial)/2
Design TD (°F) 50 7 Pressure/AVF 50 Pa/1725 cfm
Daily range - L
Inside humidity(%) 50 50
Moisture difference(gr/Ib) 40 37
HEATING EQUIPMENT COOLING EQUIPMENT
Make Generic Make Carrier
Trade Trade CARRIER
Model AFUE 85 Cond 24ACC624AO0300
AHRI ref Coil FX4DNF025L
AHRI ref 9178274
Efficiency 85 AFUE Efficiency 13.0 EER, 16 SEER
Heating input 37037 Btuh Sensible cooling 16380 Btuh
Heating output 30000 Btuh Latent cooling 7020 Btuh
Temperature rise 35 °F Total cooling 23400 Btuh
Actual air flow 780 cfm Actual air flow 780 cfm
Air flow factor 0.030 cfm/Btuh Air flow factor 0.042 cfm/Btuh
Static pressure 0.60 in H2O Static pressure 0.60 in H2O
Space thermostat Load sensible heat ratio 0.83
ROOM NAME Area Htg load Clg load Htg AVF Cig AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
P. Dining Rm 222 2947 2378 88 100
Re. M. Living Rm 260 4368 2947 130 124
Re. M. Kitchen 236 1721 3344 51 140
Mud Rm 75 1134 667 34 28
Re. M. Bed Rm 204 2445 2658 73 111
Foyer 97 1940 636 58 27
Stairs 32 0 0 0 0
P. Bath Rm 39 694 274 21 12
P. Family Rm 355 10138 5484 302 230
P. Bath Rm 2 68 756 211 23 9
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
+wrightsoft- 2022-Apr-07 12:45:41
..�.._. Right-Suite@ Universal 2022 22.0.01 RSU30008 Paget
�+� ...idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: N
Sys 1-1st Floor 1587 26143 18600 780 780
Other equip loads 0 0
Equip. @ 0.87 RSM 16219
Latent cooling 3791
TOTALS I 1587 I 26143 I 20011 I 780 I 780
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-wrightsoft" 2022-Apr-07 12:45:41
Right-Suite®Universal 2022 22.0.01 RSU30008 Page 3
+� ...idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: N
Load Short Form Job:
Date: Apr 05,2022
F = Sys 2- 2nd Floor
By: Michael A.Caruso
Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Project Information
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Design Information
Htg Clg Infiltration
Outside db(°F) 19 82 Method Blower door
Ins ide db(°F) 68 75 Shielding/stories 3(partial)/2
Design TD (°F) 50 7 Pressure/AVF 50 Pa/1725 cfm
Daily range - L
Inside humidity(%) 50 50
Moisture difference(gr/Ib) 40 37
HEATING EQUIPMENT COOLING EQUIPMENT
Make RHEEM Make RHEEM
Trade RHEEM Trade RHEEM
Model ROMH18FXZHJ Cond ROMH18FXZHJ
AHRI ref 10595420 Coil
AHRI ref 10595420
Efficiency 9 HSPF Efficiency 12.4 EER, 19 SEER
Heating input Sensible cooling 12600 Btuh
Heating output 22000 Btuh @ 47°F Latent cooling 5400 Btuh
Temperature rise 55 °F Total cooling 18000 Btuh
Actual air flow 366 cfm Actual air flow 366 cfm
Air flow factor 0.035 cfm/Btuh Air flow factor 0.043 cfm/Btuh
Static pressure 0.60 in H2O Static pressure 0.60 in H2O
Space thermostat Load sensible heat ratio 0.91
Capacity balance point=0°F
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ftz) (Btuh) (Btuh) (cfm) (cfm)
Stairs 2 26 0 0 0 0
Re. M. Bed Rm 4 144 2805 1687 97 73
Re. M. Bath Rm 77 1635 1486 57 64
Re. M. Bed Rm 2 250 4439 4185 154 181
Re. M. Bed Rm 3 188 1705 1128 59 49
Upper Foyer 81 0 0 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
` -019-w igdit9off« 2022-Apr-0712:45:41
Right-Suite@ Universal 202222.0.01 RSU30008 Page 4
+C� ...idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: N
Sys 2-2nd Floor 767 10584 8486 366 366
Other equip loads 0 0
Equip. @ 0.87 RSM 7400
Latent cooling 801
TOTALS I 767 I 10584 i 8202 I 366 I 366
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
t 'wrigNtsoft, 2022-Apr-07 12:45:41
Right-Suite®Universal 2022 22.0.01 RSU300D8 Page 5
+� ...idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJB Front Door faces: N
Building Analysis Job:
Date: Apr 05,2022
Entire House By: Michael A.Caruso
r Seng..•,
Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Project Information
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Design Conditions
Location: Indoor: Heating Cooling
Montauk AP, NY, US Indoor temperature (°F) 68 75
Elevation: 7 ft Design TD (°F) 50 7
Latitude: 41°N Relative humidity(%) 50 50
Outdoor: Heating Cooling Moisture difference(gr/Ib) 39.8 37.0
Dry bulb(°F) 19 82 Infiltration:
Dailyrange(°F) - 12 ( L ) Method Blower door
Wet bulb(°F) - 72 Shielding/stories 3(partial)/2
Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1725 cfm
Component Btuh/ft2 Btuh %of load
Walls 3.7 8916 24.3
Glazing 22.2 7791 21.2 WhIls
Doors 19.3 766 2.1 \
Ceilings 1.7 2604 7.1
Floors 0.1 87 0.2
Infiltration 3:9 9546 26.0
Ducts 7017 19.1
Piping 0 0
Humidification 0 0i Infiltration
Ventilation 0 0 °�r9
Adjustments 0 I l
Total 36727 100.0 �;;Cther
rxjs
Component Btuh/ft2 Btuh % of load
Walls 1.2 2810 10.4 VVII
Glazing 27.9 9763 36.0 \tr�C�irs
Doors 8.8 350 1.3
Ceilings 1.3 2032 7.5
Floors 0.0 11 0.0 /
Infiltration 0.3 628 2.3
Ducts 5108 18.9
Ventilation 0 0 Cadrg
Internal gains 6385 23.6 D_d1s
Blower 0 0
Adjustments 0 Irfiltr�Q1
Total 27086 100.0 C>ts Cjlirgs
Latent Cooling Load=4593 Btuh
Overall U-value=0.068 Btuh/ftp°F
Data entries checked.
a _rk wrilg117tsoft- 2022-Apr-07 12:45:41
^� • -- a Right-Suite@ Universal 2022 22.0.01 RSU300D8 Page 1
...idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: N
Building Analysis Job:
Date: Apr 05,2022
5M,<.:•. Sys 1- 1st Floor By: Michael A.Caruso
- ' Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Project • •
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Design Conditions
Location: Indoor: Heating Cooling
Montauk AP, NY, US Indoor temperature (°F) 68 75
Elevation: 7 ft Design TD(°F) 50 7
Latitude: 41°N Relative humidity(%) 50 50
Outdoor: Heating Cooling Moisture difference(gr/Ib) 39.8 37.0
Dry bulb(°F) 19 82 Infiltration:
Dailyrange(TF) - 12 ( L ) Method Blower door
Wet bulb(°F) - 72 Shielding/stories 3(partial)/2
Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1725 cfm
Component Btu h/112 Btuh %of load
Walls 4.3 6570 25.1
Glazing 19.1 5432 20.8 WIls acts
Doors 19.3 766 2.9 \
Ceilings 1.2 971 3.7
Floors 0.1 87 0.3
Infiltration 3.9 7225 27.6
Ducts 5092 19.5
Piping 0 0
Humidification 0 0 i \Ir6ltalim
Ventilation 0 0 Gazing
Adjustments 0
Total 26143 100.0 l�rs o,'r
Component Btuh/ftz Btuh %of load
Walls 1.3 2071 11.1 VIS
Glazing 18.0 5109 27.5
Doors 8.8 350 1.9 Ir�r>1t�rs
Ceilings 0.6 511 2.7
Floors 0.0 11 0.1
Infiltration 0.3 475 2.6 aairg
Ducts 3688 19.8
Ventilation 0 0
Internal gains 6385 34.3
Blower 0 0 ,
Adjustments 0 CxTr
Total 18600 100.0 rm
Latent Cooling Load =3791 Btuh
Overall U-value=0.065 Btuh/T°F
Data entries checked.
wrllght gcWV 2022-Apr-07 12:45:41
'� •-- Right-Suite®Universal 2022 22.0.01 RSU30008 Page 2
...idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: N
Building Analysis Job:
Date: Apr 05,2022
Sys 2-2nd Floor By: Michael A.Caruso
Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Project • •
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Design Conditions
Location: Indoor: Heating Cooling
Montauk AP, NY, US Indoor temperature(°F) 68 75
Elevation: 7 ft Design TD(TF) 50 7
Latitude: 41°N Relative humidity(%) 50 50
Outdoor: Heating Cooling Moisture difference(gr/Ib) 39.8 37.0
Dry bulb(°F) 19 82 Infiltration:
Dailyrange (°F) - 12 ( L ) Method Blower door
Wet bulb(°F) - 72 Shielding/stories 3(partial)/2
Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1725 cfm
IM-11 ffl�
Component Btuh/ftz Btuh %of load
Walls 2.7 2346 22.2 I»s
Glazing 35.8 2359 22.3 WIN
Doors 0 0 0
Ceilings 2.2 1633 15.4
Floors 0 0 0
Infiltration 3.9 2321 21.9
Ducts 1925 18.2
Piping 0 0 Ir�ltraticn
Humidification 0 0 Gazing
Ventilation 0 0
Adjustments 0
Total 10584 100.0 Ce Iings
Component Btuh/ft2 Btuh %of load
Walls 0.8 739 8.7 VWIS DiJs
Glazing 70.5 4654 54.8
Doors 0 0 0
Ceilings 2.0 1521 17.9 / coler
Floors 0 0 0
Infiltration 0.3 153 1.8
Ducts 1420 16.7 Calirgs
Ventilation 0 0
Internal gains 0 0
Blower 0 0 (3adrg
Adjustments 0
Total 8486 100.0
Latent Cooling Load=801 Btuh
Overall U-value=0.076 Btuh/ftp°F
Data entries checked.
t -Pfil- wrightsc)-t- 2022-Apr-07 12:45:41
•-•�-• - Right-Suite@ Universal 2022 22.0.01 RSU30008 Page 3
Al. idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJB Front Door faces: N
Project Summary Job:
Date: Apr 05,2022
Entire House By: Michael A.Caruso
=' Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Proaect Information
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Notes: HERS Rater#7960376
Design Information
Weather: Montauk AP, NY, US
Winter Design Conditions Summer Design Conditions
Outside db 19 °F Outside db 82 °F
Inside db 68 °F Inside db 75 °F
Design TD 50 °F Design TD 7 °F
Daily range L
Relative humidity 50 %
Moisture difference 37 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 29710 Btuh Structure 21978 Btuh
Ducts 7017 Btuh Ducts 5108 Btuh
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 36727 Btuh Use manufacturer's data n
Rate/swing multiplier 0.87
Infiltration Equipment sensible load 23619 Btuh
Method Blower door Latent Cooling Equipment Load Sizing
Shielding/stories 3(partial)/2
Pressure/AVF 50 Pa1725 cfm Structure 3448 Btuh
Ducts 1145 Btuh
HeatinCooling Central vent(0 cfm) 0 Btuh
g
Area(ft2) 2354 2354 Equipment latent load 4593 Btuh
Volume(ft) 20695 20695
Air changes/hour 0.51 0.23 Equipment Total Load(Sen+Lat) 28212 Btuh
Equiv.AVF (cfm) 175 79 Req.total capacity at 0.70 SHR 2.8 ton
Heating Equipment Summary Cooling Equipment Summary
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
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
,= 'ria-wriightsoft' 2022-Apr-07 12:45:42
,-• Right-Suite@ Universal 2022 22.0.01 RSU30008 Pagel
...idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Doorfaces: N
Project Summary Job:
Date: Apr 05,2022
v:..,. Sys 1- 1st Floor By: Michael A.Caruso
! ^' Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Prowect Information
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Notes: HERS Rater#7960376
Design Information
Weather: Montauk AP, NY, US
Winter Design Conditions Summer Design Conditions
Outside db 19 °F Outside db 82 °F
Inside db 68 °F Inside db 75 °F
Design TD 50 °F Design TD 7 °F
Daily range L
Relative humidity 50 %
Moisture difference 37 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 21051 Btuh Structure 14912 Btuh
Ducts 5092 Btuh Ducts 3688 Btuh
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh
none
(none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 26143 Btuh Use manufacturer's data n
Rate/swing multiplier 0.87
Infiltration Equipment sensible load 16219 Btuh
Method Blower door Latent Cooling Equipment Load Sizing
Shielding/stories 3 ( artial)/2
Pressure/AVF 50 Pa 1725 cfm Structure 2962 Btuh
Ducts 829 Btuh
V
Central vent(0 cfm) 0 Btuh
Area(ft2) Heating Cool'n 158T Equipment latent load 3791 Btuh
Volume (fP) 14945 14945
Air changes/hour 0.53 0:24 Equipment Total Load(Sen+Lat) 20011 Btuh
Equiv.AVF(cfm) 133 60 Req. total capacity at 0.70 SHR 1.9 ton
Heating Equipment Summary Cooling Equipment Summary
Make Generic Make Carrier
Trade Trade CARRIER
Model AFUE 85 Cond 24ACC624AO0300
AHRI ref Coil FX4DNF025L
AHRI ref 9178274
Efficiency 85 AFUE Efficiency 13.0 EER, 16 SEER
Heating input 37037 Btuh Sensible cooling 16380 Btuh
Heating output 30000 Btuh Latent cooling 7020 Btuh
Temperature rise 35 °F Total cooling 23400 Btuh
Actual air flow 780 cfm Actual air flow 780 cfm
Air flow factor 0.030 cfm/Btuh Air flow factor 0.042 cfm/Btuh
Static pressure 0.60 in H2O Static pressure 0.60 in H2O
Space thermostat Load sensible heat ratio 0.83
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-0#&-wr1gUhtsoTt" 2022-Apr-07 12:45:42
-•�•• --- Right-Suite®Universal 202222.0.01 RSU30008 Paget
idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: N
Project Summary Job:
i
�C- Date: Apr 05,2022 r `= Sys 2- 2nd Floor
By: Michael A.Caruso
4
Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Promect Information
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Notes: HERS Rater#7960376
Desicin Information
Weather: Montauk AP, NY, US
Winter Design Conditions Summer Design Conditions
Outside db 19 °F Outside db 82 °F
Inside db 68 °F Inside db 75 °F
Design TD 50 °F Design TD 7 °F
Daily range L
Relative humidity 50 %
Moisture difference 37 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 8659 Btuh Structure 7066 Btuh
Ducts 1925 Btuh Ducts 1420 Btuh
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh
none
(none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 10584 Btuh Use manufacturer's data n
Rate/swing multiplier 0.87
Infiltration Equipment sensible load 7400 Btuh
Method Blower door Latent Cooling Equipment Load Sizing
Shielding/stories 3(partial)/2
Pressure/AVF 50 Pa 1725 cfm Structure 486 Btuh
Ducts 316 Btuh
Central vent(0 cfm) 0 Btuh
Heating Cooling (none)
Area(ft) 767 767 Equipment latent load 801 Btuh
Volume (fF) 5751 5751
Air changes/hour 0.44 0.20 Equipment Total Load (Sen+Lat) 8202 Btuh
Equiv.AVF(cfm) 43 19 Req.total capacity at 0.70 SHR 0.9 ton
Heating Equipment Summary Cooling Equipment Summary
Make RHEEM Make RHEEM
Trade RHEEM Trade RHEEM
Model ROMH18FXZHJ Cond ROMH18FXZHJ
AHRI ref 10595420 Coil
AHRI ref 10595420
Efficiency 9 HSPF Efficiency 12.4 EER, 19 SEER
Heating input Sensible cooling 12600 Btuh
Heating output 22000 Btu h @ 47°F Latent cooling 5400 Btuh
Temperature rise 55 °F Total cooling 18000 Btuh
Actual air flow 366 cfm Actual air flow 366 cfm
Air flow factor 0.035 cfm/Btuh Air flow factor 0.043 cfm/Btuh
Static pressure 0.60 in H2O Static pressure 0.60 in H2O
Space thermostat Load sensible heat ratio 0.91
Capacitybalance point=0°F
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
4�11-wrightsoft- 2022-Apr-07 12:45:42
- T- Right-Suite®Universal 2022 22.0.01 RSU30008 Page 3
idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: N
Manual S Compliance Report Job:
Date: Apr 05,2022
Energy r-_-.cn] Sys 1- 1st Floor By: Michael A.Caruso
Sar _.
Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Project • •
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Cooling Equipment
Design Conditions
Outdoor design DB: 82.2°F Sensible gain: 18600 Btuh Entering coil DB: 76.5°F
Outdoor design WB: 72.07 Latent gain: 3791 Btuh Entering coil WB: 63.3°F
Indoor design DB: 75.0°F Total gain: 22391 Btuh
Indoor RH: 50% Estimated airflow: 780 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split AC
Manufacturer: Carrier Model: 24ACC624A00300+FX4DNF025L
Actual airflow: 780 cfm
Sensible capacity: 18896 Btuh 102%of load
Latent capacity: 4487 Btuh 118%of load
Total capacity: 23383 Btuh 104% of load SHR: 81%
Heating Equipment
Design Conditions
Outdoor design DB: 18.5°F Heat loss: 26143 Btuh Entering coil DB: 66.67
Indoor design DB: 68.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Prop boiler
Manufacturer: Generic Model: AFUE 85
Actual airflow: 780 cfm
Output capacity: 30000 Btuh 115% of load
Meets all requirements of ACCA Manual S.
,` *wrightsoft- 2022-Apr-07 12:45:42
JIM —.1—
IM —.1 .rsy,,.., Right-Suite®Universal 2022 22.0.01 RSU30008 Page 1
idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: N
Manual S Compliance Report Job:
Date: Apr 05,2022
.Sys 2-2nd Floor By: Michael A.Caruso
Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Project Information
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Cooling Equipment
Design Conditions
Outdoor design DB: 82.2°F Sensible gain: 8486 Btuh Entering coil DB: 76.3°F
Outdoor design WB: 72.0°F Latent gain: 801 Btuh Entering coil WB: 63.2°F
Indoor design DB: 75.0°F Total gain: 9288 Btuh
Indoor RH: 50% Estimated airflow: 366 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: RHEEM Model: ROMH18FXZHJ
Actual airflow: 366 cfm
Sensible capacity: 12600 Btuh 148%of load
Latent capacity: 5400 Btuh 674%of load
Total capacity: 18000 Btuh 194% of load SHR: 70%
Heating Equipment
Design Conditions
Outdoor design DB: 18.5°F Heat loss: 10584 Btuh Entering coil DB: 66.8°F
Indoor design DB: 68.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: RHEEM Model: ROMH18FXZHJ
Actual airflow: 366 cfm
Output capacity: 22000 Btuh 208%of load Capacity balance: 0 °F
Supplemental heat required: 0 Btuh Economic balance: 0 °F
Meets all requirements of ACCA Manual S.
,.Z--+ -t'�- wrightsoft- 2022-Apr-07 12:45:42
AR•C,R ••u+ . —,•,�, Right-Suite®Universal 2022 22.0.01 RSU30008 Page 2
...idence 6910 Soundview Ave Southold NY 11971.rup Caic=MJ8 Front Door faces: N
_i Residential ■ Examiner Review • Form
RIPER 1
ACcK. • — • • . • Equipment, 15 Mar 09
At Ga�donhg O�t,Utiis dMeta
Town of Southold
Header Information
Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED
Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑
Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑
OEM performance data(heating,cooling,blower): Yes ❑ No ❑
Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑
Duct distribution sketch: Yes ❑ No ❑
Home address(Street or Lot#,Block,Subdivision): ,6910 Soundview Ave, Sys 1- 1 st Floor
HVAC LOAD CALCULATION (IRC M1401.3)
Design-Conditions BuHdina C_onsfrLmtionJnfommtion
Winter Design Conditions Building
Outdoor temperature: 19 °F Orientation: Front Door faces North
Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest
Total heat loss: 26143 Btuh Number of bedrooms: 1
Conditioned floor area: 1587 ft'
Summer Design Conditions Number of occupants: 5
Outdoor temperature: 82 °F
Indoor temperature: 75 °F Windows JRGrains difference: 37 gr/Ib @50% RH Eave overhang depth: 0 ft
Sensible heat gain: 21330 Btuh Internal shade: noneBlinds,drapes,etc.Latent heat gain: 4348 Btuh ndaw
Total heat gain: 25678 Btuh Number of skylights: 0
EQUIPMENTHVAC • , •
beating-Equipment_Data Cading-EquipmentData Blower ata
Equipment tpe: Prop boiler Equipment type: Split AC Heating cfm: 780
urnace,Healpump,Boiler,etc. it conditio er,Heat pump,etc.
Cooling cfm: 780
Model: Generic Model: Carrier Static pressure: 0.60 in H2O
AFUE 85 24ACC624A00300+FX4DNF025L Fan's rated external static pressure for design
airflow
Heating output capacity: 0000Btuh Total cooling capacity: 23383 Btuh
Heat pumps-capacity at winter design out oar conditions
Sensible cooling capacity: 18896 Btuh
Aux.heating output capacity: 0 Btuh Latent cooling capacity: 4487 Btuh
DISTRIBUTIONHVAC DUCT •1
Design airflow: 780 cfm Longest supply duct: 473 ft Duct Materials Used
Equipment design ESP: 0.60 in H2O Longest return duct: 63 ft Trunk duct: Sheet metal
Total device pressure losses: -0,3 in H2O Total effective length(TEL): 536 ft
Available static pressure(ASP): 0.25 in H2O Friction rate:
Friction Rate=ASP+(TEL x ihQ1 p,(147 in/100ft Branch duct: Sheet metal
I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan
listed above. I understand the claims made on these forms will be subject to review and verification.
Contractor's printed name:
Contractor's signature: Date:
Reserved for County,Town Municipality or Authority having jurisdiction use.
*Home qualifies for MJ1AE Form based on Abridged Edition Checklist
-4F wrightsvft'
- Right-Suite@ Universal 202222.0.01 RSU30008
Form
Residential
Form
_ _ RPER 1
� • • (Loads, 15 Mar 09
Pt CanA7mtg f�rtu0.ie ofanata
Town of Southold
Header Information
Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED
Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑
Mechanical license: 7960376 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑
OEM performance data(heating,cooling,blower): Yes ❑ No ❑
Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑
Duct distribution sketch: Yes ❑ No ❑
Home address(Street or Lot#,Block,Subdivision): 6910 Soundview Ave, Sys 2-2nd Floor
HVAC LOAD CALCULATION (IRC M1401.3)
Design C_oaditions auilding ConstrLLcfion_I.nfornafion
Winter Design Conditions Building
Outdoor temperature: 19 °F Orientation: Front Door faces North
Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest
Total heat loss: 10584 Btuh Number of bedrooms: 0
Conditioned floor area: 767 ftz
Summer Design Conditions Number of occupants: 0
Outdoor temperature: 82 °F
Indoor temperature: 75 °F Windows Root
Grains difference: 37 gr/Ib @50% RH Eave overhang depth: 0 ft
Sensible heat gain: 9732 Btuh Internal shade: none Eave
Latent heat gin: Blinds,drapes,etc.
9 919 Btuh oeplh window
Total heat gain: 10651 Btuh Number of skylights: 1
HVAC EQUIPMENT • , •
Heating-Eq.uipmentD-ata Cooling_F_gtupmentD_ata Blower ata
Equipment type: Split ASHP Equipment type: Split ASHP Heating cfm: 366
urnace,Healpump,Boiler,etc. it Conditio er,Heat pump,etc.
Cooling cfm: 366
Model: RHEEM Model: RHEEM Static pressure: 0.60 in H2O
ROMHIBFXZHJ ROMHI8FXZHJ+
Fan's ratedexternal static pressure for design
airflow
Heating output capacity,: 0 Btuh Total cooling capacity: 0 Btuh
Heat pumps-capacity at winter design outdoor conditions
Sensible cooling capacity: 0 Btuh
Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh
HVAC DUCT DISTRIBUTION •1
Design airflow: 366 cfm Longest supply duct: 388 ft Duct Materials Used
Equipment design ESP: 0.60 in H2O Longest return duct: 64 ft Trunk duct: Sheet metal
Total device pressure losses: -0.3 in H2O Total effective length(TEL): 452 ft
Available static pressure(ASP): 0,25 in H2O Friction rate:
Friction Rate=ASP+(TEL x 0,(1x,5 in/100ft Branch duct: Sheet metal
I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan
listed above. I understand the claims made on these forms will be subject to review and verification.
Contractor's printed name:
Contractor's signature: Date:
Reserved for County,Town Municipality or Authority having jurisdiction use.
'Home qualifies for MJ1AE Form based on Abridged Edition Checklist
wrightsoft-
-, Right-Suite®Universal 2022 22.0.01 RSU30008
Duct System Summary Job:
Date: Apr 05,2022
Sys 1- 1st Floor
�/ By: Michael A.Caruso
Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytesbngservices.com License:7960376
Project • •
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Heating Cooling
External static pressure 0.60 in H2O 0.60 in H2O
Pressure losses 0.35 in H2O 0.35 in H2O
Available static pressure 0.25 in H2O 0.25 in H2O
Supply/return available pressure 0.221 /0.029 in H2O 0.221 /0.029 in H2O
Lowest friction rate 0.047 in/100ft 0.047 in/100ft
Actual air flow 780 cfm 780 cfm
Total effective length (TEL) 536 ft
SupplyDetail Table
Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv
Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk
Foyer h 1940 58 27 0.092 5.0 Ox 0 ShMt 14.5 225.0 st6
Mud Rm h 1134 34 28 0.057 5.0 OX 0 ShMt 31.5 355.0 st5
P.Bath Rm h 694 21 12 0.047 4.0 OX 0 ShMt 37.0 430.0 st5
P.Bath Rm 2 h 756 23 9 0.047 4.0 OX 0 ShMt 32.0 440.0 st5
P.Dining Rm C 2378 88 100 0.070 7.0 OX 0 ShMt 24.0 290.0 st6
P.Family Rm h 5069 151 115 0.047 8.0 OX 0 ShMt 50.5 420.0 st5
P.Family Rm-A h 5069 151 115 0.047 8.0 OX 0 ShMt 53.0 420.0 st5
Re.M.Bed Rm c 2658 73 111 0.070 7.0 Ox 0 ShMt 23.0 290.0 st5
Re.M.Kitchen c 3344 51 140 0.092 7.0 OX 0 ShMt 15.0 225.0 st5
Re.M.Living Rm h 4368 130 124 0.057 8.0 OX 0 ShMt 30.5 355.0 st6
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk
st5 Peak AVF 504 530 0.047 530 12.7 8 x 18 ShtMetl st2
st6 Peak AVF 276 250 0.057 497 9.5 8 x 10 ShtMetl st2
st2 Peak AVF 780 780 0.047 585 14.6 8 x 24 ShtMetl
Bold/italic values have been manually overridden
- d-wrightsaft- 2022-Apr-07 12:45:42
�, . .•, .. ,.,. Right-Suite®Universal 2022 22.0.01 RSU30008 Page 1
+� ...idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: N
Return Branch Detail Table
Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk
rb1 12x 30 780 780 63.0 0.047 559 16.0 Ox 0 ShMt
wrightsoft- 2022-Apr-07 12:45:42
Right-Suite®Universal 2022 22.0.01 RSU30008 Page
f�.�t ..,idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: N
Duct System Summary Job:
'f ^' Sys 2- 2nd Floor Date: Apr 2022
C
By: Michael
l A.Caruso
Energy Testing Services
1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376
Project Information
For: Parra Residence
6910 Soundview Ave, Southold, NY 11971
Heating Cooling
External static pressure 0.60 in H2O 0.60 in H2O
Pressure losses 0.35 in H2O 0.35 in H2O
Available static pressure 0.25 in H2O 0.25 in H2O
Supply/return available pressure 0.215/0.035 in H2O 0.215/0.035 in H2O
Lowest friction rate 0.055 in/100ft 0.055 in/100ft
Actual air flow 366 cfm 366 cfm
Total effective length (TEL) 452 ft
Supply Branch DetailTable
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name (Btu h) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk
Re.M.Bath Rm c 1486 57 64 0.085 6.0 Ox 0 ShMt 26.5 225.0 st4
Re.M.Bed Rm 2 c 2093 77 90 0.067 7.0 Ox 0 ShMt 32.5 290.0 st4
Re.M.Bed Rm 2-A c 2093 77 90 0.057 7.0 Ox 0 ShMt 21.0 355.0 st4
Re.M.Bed Rm 3 h 852 30 24 0.055 5.0 Ox 0 ShMt 33.0 355.0 st3
Re.M.Bed Rm 3-A h 852 30 24 0.070 4.0 Oz 0 ShMt 17.5 290.0 st3
Re.M.Bed Rm 4 h 2805 97 73 0.084 6.0 Ox 0 ShMt 32.0 225.0 st3
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk
st3 Peak AVF 156 122 0.055 351 7.8 8 x 8 ShtMetl st1
st4 Peak AVF 210 245 0.057 441 9.1 8 x 10 ShtMetl st1
st1 Peak AVF 366 366 0.055 550 10.7 8 x 12 ShtMetl
TableReturn Branch Detail
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk
rb2 12x 19 366 366 64.0 0.055 467 12.0 Ox 0 ShMt
Bold/italic values have been manually overridden
-�-wrightsoft" 2022-Apr-07 12:45:42
,mss,. Right-Suite®Universal 2022 22.0.01 RSU30008 Page
...idence 6910 Soundview Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: N
1
N
Foundation
7„ 7„ 54" 8„
16"
?24 x 8 Ex.Slab W.Sleepers
10x8 18x8
4„ 8„
8"
5" 7„
U.F.Basement
Job#: Energy Testing Services Scale: 1 : 110
Performed by Michael A. Caruso for: Page 1
Parra Residence 1648 Locust Ave Suite E Right-Suite(E)Universal 2022
6910 Soundview Ave Bohemia,NY 11716 22.0.01 RSU30008
Southold,NY 11971
Phone:631-244-2627 2022-Apr-07 12:45:55
www.energytestingservices.com mcaruso@energytestingse ...ndview Ave Southold NY 11971.ru
1
N
1st Floor
34 cfm 21 cfm
a 100 dm 140 cfm 151 cfm
P.Bath Rm
P.Dining Rm 780 cfm Mud Rm
Re.M.Kitchen
P.Family Rm
P.Bath Rm 2
Foyer
Re.M.Living Rm Stairs Re.M.Bed Rm
23 dm
151 cfm
LR 130 cfm
58 R111 cfm
Job#: Energy Testing Services Scale: 1 : 110
Performed by Michael A. Caruso for: Page 2
Parra Residence 1648 Locust Ave Suite E RightSuite@ Universal 2022
6910 Soundview Ave Bohemia,NY 11716 22.0.01 RSU30008
Southold,NY 11971
Phone:631-244-2627 2022-Apr-07 12:45:55
www.energytestingservices.com mcaruso@energytestingsery ndview Ave Southold NY 11971.ru
N
2nd Floor
97 cfm 4 cfm 90 cfm
Re.M.Bath Rm
Re.M.Bed Rm 4
Upper Foyer
30 dm
6" 6' 7Re.M.Bed Rm 2
Stairs 2
5„ Re.M.Bed Rm 3
A.411 FA 66 cf
4 7-
8X8 0x8
Crawl Space
Job#: Energy Testing Services Scale: 1 : 110
Performed by Michael A. Caruso for: Page 3
Parra Residence 1648 Locust Ave Suite E RightSuite®Universal 2022
6910 Soundview Ave Bohemia,NY 11716 22.0.01 RSU30008
Southold,NY 11971 Phone:631-244-2627 2022-Apr-07 12:45:55
www.energytestingservices.com mcaruso@energytestingsery ...ndview Ave Southold NY 11971.ru
4
P (631)650-6666
P (631) 650-6667
C (516)658-0325
T O p D 0'C GaN N E L L W W W.tocarchitects.com
A u c M i , N c r F c. todd@tocarchitects,com
August 3, 2022
Town of Southold
Building Department
'53095 Main Road
P.O. Box 1179
Southold, NY 11971
Re The Parra residence
6910 Soundview Ave
Southold, NY 11971
Permit#47456
To whom it may concern:
Please be advised that I have inspected the poured concrete at the above-referenced site and
hereby certify that the work in place meets and exceeds New York State Residential Building
Code requirements as well as approved plans prepared by this office.
Please accept this letter as a certification for the poured concrete and feel free to contact this
office with any questions or concerns you may have.
Very truly yours,
o coMy�y�
odd O'Connell, AIA NA
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�o�FFoc��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT.
O G
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Way . oma , Telephone (631) 765-1802 Fax (631)765-9502 https://www:southoldtownny.,gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector: ® IIIUJ" \L11'I
JAN 1 4 7n97
Applications and forms must be filled out-in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT.
TOWN OF SOUTHOLD
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S) OF PROPERTY:
Name: M�RC�LO SCTM#1000-591F-9-26.008
Project Address:6910 SOundview Ave Southold, NY 11971
Phone#:917-855-7570 ITMTII.Dwinnie2@aol.com
Mailing Address:300 E, 93rd Apt 34 B New York, NY 10128
CONTACT PERSON:
Name:Todd O'Connell
Mailing Address:1200 Veterans Memorial Hwy Ste 120 Hauppauge, NY 11788
Phone#:631-650-6666. Email:Todd@TOCArchitects.com
DESIGN PROFESSIONAL INFORMATION:
Name:Todd O'Connell
Mailing Address:1200 Veteran's Memorial Hwy Ste 120 Hauppauge, NY 11788
Phone#:631-650-6666 Email:Todd@TOCArchtects.com
CONTRACTOR INFORMATION:
Name: -77a 1.31-
DETERM/�/E17
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ®Alteration []Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ANo
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
_ . 1 Family _1. Family
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ®No IF YES, PROVIDE A COPY.
8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law..
Application Submitted By(print name): f�KCr Lv f ARRA ❑Authorized Agent BOwner
Signature of Applicant: �LP Date: .70—Ilf. S, ZaZZ.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief, and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of ,20
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
oaoos°FF°tK�o�y� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
ti x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm.gov
Date Received
APPLICATION FOR BUILDING PERMIT
U V L"-1 t
For Office Use Only ;
PERMIT NO. Building Inspector: J� MAR 8 2022
Applications and forms must be filled out in their entirety.Incomplete � ,,,
applications will not be accepted. Where the Applicant is not the owner,an '�' ' }-' ` ``' T.
Owner's Authorization form(Page 2)shall be completed. w',.d `.•, ; ry i``="'�
Date:
OWNERS)OF PROPERTY;
Name:Marcelo Parra SCTM#1000-590-9-26.008
Project Address:6910 Soundview Ave. Southold, NY 11971
Phone#:917-855-7570 Email:dwinnie2@aol.com
Mailing Address:300 East 93rd Street, Apt 3413, New York, NY 10128
CONTACT PERSON:
Name:Todd O'Connell
Mailing Address:1200 Veterans Memeorial Hwy Ste 120 Hauppaugue, NY 11788
Phone#:631-650-6666 Email:Todd@TOCArchitects.com
DESIGN PROFESSIONAL INFORMATION:
Name:Todd O'Connell
Mailing Address:1200 Veterans Memeorial Hwy Ste 120 Hauppaugue, NY 11788
Phone#:631-650-6666 Email:Todd@TOCArchitects.com
CONTRACTOR INFORMATION:
Name:Hy-Grade Contractors Corp.
Mailing Address:1648 Locust Ave. Unit E, Bohemia, NY 11716
Phone#:631-244-9333 Email:Joe@hygradecorp.com.
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estirnated Cost of Project:
❑Other $ 41 T7 49t
Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes ®No
1
l
PROPERTY INFORMATION
Existing use of property: 1 Family Intended use of property: 1 Family
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes BNo IF YES, PROVIDE A COPY.
❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): celo Parra ❑Authorized Agent BOwner
Signature of Applicant: 4tiy Date: ��Za/Zo e_�
C1
STATE OF NEW YGR X)
S •
COUUNN/TY OF c` )
/ `u v,Cel d �Cc(rE^q being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Wn e l—
(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
23 day of_ /"b�V10 u l 20 2Z
of lic Mark Uorenbmch
Nogry Public,State of Connec`wt
My Commission Expires 0mirz Zri
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
04Z&
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
N z Town Hall Annex - 54375 Main Road - PO Box 1179
o Southold, New York 11971-0959
4& p,¢ Telephone (631) 765-1802 - FAX (631) 765-9502
® � ,`{•�` rogerr@southoldtownny.gov— seand(cD-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: e/'I�l, f/
Electrician's Name:
License No.: LJ1 Q' M Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: 'Par r
Address: LAM Sou
Cross Street:
Phone No.:
Bldg.Permit#: Lf -} 5(p email:
Tax Map District: 1000 Section: C, Block: C) Lot: a
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals D 1 2 H Frame D Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION 1 ��
�:'•.� Vii--; i
�S�Ffp��,� BUILDING DEPARTMENT- Electrical Inspector
4
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO.Box 1179
z
Southold, New York 11971-0959
% ...-Telephone,(631) 7651802 FAX (631') 7. 65-9502
�`' ro-err(@-southoldtownnygov- seand o(D_southoldtownny.gov.
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: e%'I�L t1
Electrician's Name:
License No.: LJ1 QS MI& Elec. email:
Elec. Phone No: ❑1 request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required) ;
Name: To,r r
Address: (off io sou V '
Cross Street:
Phone No.:
Bldg.Permit#: Lf-1 �j(p email:
Tax Map District: 1000 Section: ri Block:. C) Lot: a
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: F-1YES [_-] NO Issued On .
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
A ��
d't. • WI
PERMIT # Address:
Switches � 1
Outlets '
lu
'M"'`
GFI's-
Surface
Sconces
H H's R
l4C Lts y r 1
Fans ` Fridge HW
Exhaust 1� Oven W/D
111
Smokes ' I ' �'�I DW,11' Mini I
Carbon Micro Generator
Combo I Cooktop Transfer
AC1 t 2_ AH I Hood' Service Z Amps Have Used
Special:
Comments � /h
Suffolk.County Dept.of
Labor,Licensing&Consumer Affairs
f
HOME IMPROVEMENTLICENSE
Name
JOSEPH F PERSICO
Business Name
N-ar is Jul that the MY GRADE CONTRACTORS.CORP
bearer is duty;iEcensQA
by the County of Suffolk t
License Number:H-27250
Rosalie Drago Issuer]: 06!3011998
Commissioner Expires: 06!01/2022
HYG RA-2 OP 112:VM
CERTIFICATE OF LIABILITY INSURANCE DATE{MM1DDlYYYY)
03/0912022
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder In lieu of such endorsement(s).
PRODUCER 631-864-1111 RRW.cT Bagatta Associates,Inc.
Bagatta Associates,Inc. PHONE 631-8641111 FAx 631-864-8274
823 W Jericho Turnpike Ste 1A (AIC,No,E4: Alc,No):
Smithtown,NY 11787pg agatta.Com
Bagatta Associates,Inc.
INSURER(s)AFFORDING COVERAGE NAIC N
INSURER A:Utica National Insurance Co. 10687
INSURED INSURER B
Hy-Grade Contractors,Corp.
Joe Persico INSURER C:
1648 Locust Avenue;Ste.E INSURER D:
Bohemia,NY 11718 -
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 TYPE OF INSURANCE ADDL SUB POLICY NUMBER POLICY EFF POLI DY EXP LIMITS
LTRMM
A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000
CLAIMS-MADEFXJ OCCUR 5371146 06/30/2021 06/30/2022 DAMAGE TO RENTED $ 100,000
X contractual liab MED EXP(Any one rson 5,000
PERSONAL&ADV INJURY $ 1,000,000
GENR'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000
POLICY❑%a FILOC PRODUCTS-COMP/OP AGG 2,000,000
OTHER: $
AUTOMOBILE LIABILITY Ee e6atleDtSINGLE LIMIT $
ANY AUTO BODILY INJURY Per arson
OWNED SCHEDULED
AIURRTEEOS ONLY AUTNOOSVy Ep BODILY INJURY Per accident $
AUTODS ONLY AUTOS ONNLY FgeOaaN.nI AMAGE $
UMBRELLA LIAB OCCUR EACH OCCURRENCE $
EXCESS LIAB CLAIMS-MADE AGGREGATE $
DED RETENTION$ $
yyORKERS COMPENSATION IN
PTR 7F OTH-
AND EMPLOYERS'LIABILnY
MANY PROM IIETO�RI EXCLUOEDXCUTIVE Y❑ NIA E.L.EACH ACCIDENT $
{Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $
If Yes,describe under
DESCRIPTION OF OPERATIONS below E1 DISEASE-POLICY LIMIT $
DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required)
As pertains to insured's operations.
CERTIFICATEO CANCELLATION
SOUTHOL
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
The Town of Southold
Building Department
Town Hall Annex-54375 Main Rd AUTHORIZEDREPRESENTATNE
P.O.Box 1179
Southold NY 11971-0959
ACORD 25(2016103) O 1988-2015 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
YORK workers' CERTIFICATE OF INSURANCE COVERAGE
STATE Compensation
Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW
PART 1.To be completed by 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
HY-GRADE CONTRACTORS, CORP.
1648 LOCUST AVE UNIT E 6314845299
BOHEMIA, NY 11716
Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured
certain locations in New York State,I.e.,Wrap-Up Policy) or Social Security Number
6910 Soundview Ave.
Southold 04-3690405
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 - Building Department
Town Hall Annex 54375 Main Road 3b.Policy Number of Entity Listed in Box"1a"
P.O. Box 1179 61619-00
Southold, NY 11971-0959 3c.Policy effective period
5/28/2003 to 3/8/2023 i
4. Policy provides the following benefits:
❑X A.Both disability and paid family leave benefits.
F] B.Disability benefits only.
F] 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 desc d above.
Date Signed 3/9/2022 By ,(4A- 9.4ijait
(Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier)
Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES
IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurancecarrier'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 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 4C or 56 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 with respect to all of his/her 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 rpolicies and NYS licensed insurance
agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance,'brokers are NOT authorized to lssue this form.
D113-120.1 (10-17)
DB-120.1 (10-17)
NSI F
New York State Insurance Fund PO Box 66699,Albany,NY 12206
nysif.com
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
S. ,A A A A A 043690405
HY-GRADE CONTRACTORS CORP
1648 LOCUST AVENUE UNITEE
BOHEMIA NY 11716
SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
HY-GRADE CONTRACTORS CORP TOWN OF SOUTHOLD BUILDING DEPT
1648 LOCUST AVENUE UNITE E TOWN HALL ANNEX 54375 MAIN RD
BOHEMIA NY 11716 j P.O.BOX 1179
SOUTHOLD NY 11971-0959
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
11339871-4 541960 11/15/2021 TO 11/15/2022 3/9/2022
THIS IS TO CERTIFY THAT THE POLICYHOLDER'NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 1339 871-4, 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://WWW.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.
JOSEPH PERSICO(PRES)OF A ONE
PERSON CORPORATION HAS ELECTED TO
BE EXCLUDED FROM THE POLICY OF
HY-GRADE CONTRACTORS CORP
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVERAGE AFFORDED BY THE POLICY.
NEW YORK STSU NCE FUND
T �/
DIRECTOR,INSURANCE FUND UNDERWRITING
VALIDATION NUMBER:446115924
Suffolk CoExecu h ve's of Consumer
VETEPUANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788
DATE-ISSUED: 6/30/98 No. 27250-H
SUFFOLK COUNTY
Home Improvement Contractor License
This is to certify that J.O.S.EPH F PERSICO
doing,business as HY.-GRADE-CONSTRUCTION. ..
havin -furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, 7
.9
rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a
HOME HAPROVEMENT CONTRACTOR, in the'County of Suffolk.
Additional Businesses
NOT VALID WITHOUT
DEPARTMENTAL
SEAL AND A
CUkIlEliff CONSUMER
AFFAIRS ID CARD
Director
-,Aj,
Generated by REScheck-Web Software
Compliance Certifica C
FER 1 12022
Project Parra Residence70""0'GNG Hopp
Energy Code: 2018 IECC
Location: Southold, New York
i Con'struction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 1,940 ft2
Glazing Area 16%
Climate Zone: 4 (5572 MD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent:.;.:' Designer/Contractor:_
6910 Soundview Avenue
Southold, NY 11971
Compliance: 0.9%Better Than'Code Maximum UA'-'117 Your UA: 116 Maximum SHGC; Q.40, .Your SHGC:.,0 24,:.
The%Better or Wofse Than Code Index reflects how close to.compliance the•house is_leased on code trade-$ff rules.
It DOES NOT provide an estimate of energy use orcost.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 climatezonemust meet the minimum energy.code-insulation R-value and depth requirements.
Envelope Assemblies
Gross Area Cavity Cont. Prop. Req. Prop. _Fieq.
t Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss 142 25.0 0.0 0.040 0.026 6 4
Ceiling: Cathedral Ceiling 360 30.0 0.0 0.034 0.02'6 12 9
Wall:Wood Frame, 16" o.c. 826 15.0 0.0 0.077 0.060 54 42
Door: Glass Door(over 50%glazing) 80 0.210 0.320 17 26
SHGC: 0.24
Window:Vinyl Frame 48 0.210 0.320 10 15
SHGC: 0.24
Floor: All-Wood Joist/Truss 440 25.0 0.0 0.038 0.047 17 21
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 RESch, ^4pp C hecklist.
0" ON TCC`
Name-Title Signature �O to
�avra
CS�� G?79��a htvs�Q
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 1 of 9
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1� protective covering is installed to 1EIComplies
P
e :E]Does Not
protect exposed exterior insulation
a n d
extends a minimum of 6 in. below 1
:DNot Observable,
grade.
:E]Not Applicable
K, Snow-and ice-melting system controls;E]Compl i es
If installed. Eboe's Not
*0� 4- :E]Not Observable:
:E]Not Applicable
'Additional Comments/Assumptions:
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) [',SLow Impact(Tier 3)
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 3 of 9
Additional Comments/Assumptions:
1 High Impact (Tier 1) z2; Medium Impact(Tier 2) 3'; Low Impact(Tier 3)
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 5 of 9
0
402.1.1, :Ceiling insulation R-value. R- R- Complies See the Envelope Assemblies
402.2.1, [] Wood F] Wood I ;table for values.
402.2.2, E] Steel EJ Steel iUDoes Not i
:E]Not Observable
402.2.6 1 :E]
[FI1]1 Not Applicable
DComplies
303.1.1.1,"Ceiling insulation installed per
M .lh
U
A
303.2 manufacturer's instructions. E]Does Not
[F1211 Blown insulation marked
EINot Observable]
1300 ft2.
VIP
EINot Applicable
Ven ElComplies
3-
ted attics with air permeable
q
;An U
FIZZ ` adjacent E]Does Not
insulation include baffle
to soffit and eave vents that
E]Not Observable
--tends over insulation.
V Y_,� EINot Applicable,
",-F
402.2.4 (Attic access hatch and door R- R-_ 1,E]Cot-hplies
[F1311 insulation >R-valu'e of the ElDoes Not
adjacent assembly.
1EINot Observable
t1NotApplicabl'e
402.4.1.2 'Blower door test @ 50 Pa. <=5 1 ACH 50 ACH 50 = 1EIComplies
[FI17]1 lath in Climate Zones 1-. Not.:.:
and UlDoes
<=3 ach in Climate Zones 3-8.
UNot'Observable
i
iElNot Applicable
licable 1 pp
403.3.3 Ducts are pressure tested to A cfm/100 cfm/100 1EIComplies
[F127]1determine air leakage with 2 ft2 TIDoes Not
!either: Rough-in test:Total
UNot Observable'
I leakage measured with a I
:E]Not Applicable"'
pressure differential of 0.1 inch
1w.g. across the system including
Ithe manufacturer's air handler
!enclosure if installed at time of,
ction test-7otal'
!test. Postconstru
h
eakage measured with a
I differential,.of d.1 inch'
1pressure , .
I w.g. across the entire� system
incl,uding the manufacturer's air,
handler enclosure.- --------------------
403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;.ElComblies
[F1411 cfm/100 ft2 across the system orJ ?F2 ft2 UlDoes Not
<=3 cfm/100 ft2 without air
;E]Not Observable
!handier @ 25 Pa. For rough-'in
!tests,verification may need to I ; ;E]Not Applicable
!occur during Framing Inspection. i
QComplies
403.3.2.1 1 Air handler leakage designated
[F124]1 I by manufacturer at<=2%of Does Not
!design air flow.
Observable
Y LJNot Applicable
40ki Programmable thermostats DCom' lies
Mi 7.7
�Q p
nsta I led for control of primary ODoes Not
heating and cooling systems and
EINot Observable
initially set by manufacturer to
EINot Applicable
code specifications.
_,DComplies
Heat pump thermostat installed x
'3`5, Z-'R
W-
E]
;on heat pumps. " .08,118 1 4� -5, Does Not
M
EINot Observable
EINot Applicable
Circulating service hot water El Co rn pl i es
0 , El oes Not
automatic or
l,TIxI,7_, J systems have a
accessible manual controls. _�-JE]Not
-Y Et Observable
EINot Applicable
1 High Impact (Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3)
Project Title: Parra Residence Report date: 12103/21
Data filename: Page 7 of 9
a.
""''Licomplies
Manufacturer manuals for
m chanical and water heating E]Do s Not
NVIR
e e
,sysferns have been provided.
Not Observable
N lot Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1)
Medium Impact(Tier 2) Low impact(Tier�3)
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 9 of 9
Generated by REScheck-Web Software
Compliance Certifica - E
FER 1 12022
Project Parra Residence TeWIV DING HOLO
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 1,940 ft2
Glazing Area 16%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
6910 Soundview Avenue
Southold, NY 11971
- . - .fi
Compliance: 0.9%Better Than Code Maximum UA: 117 Your UA: 116 Maximum SHGC: 0.40 Your SHGC: 0.24
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Gross Area Cavity Cont. Prop. Req. Prop. Fiecil.
Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss 142 25.0 0.0 0.040 0.026 6 4
Ceiling: Cathedral Ceiling 360 30.0 0.0 0.034 0.026 12 9
Wall:Wood Frame, 16"o.c. 826 15.0 0.0 0.077 0.060 54 42
Door: Glass Door(over 50%glazing) 80 0.210 0.320 17 26
SHGC: 0.24
Window: Vinyl Frame 48 0.210 0.320 10 15
SHGC: 0.24
Floor: All-Wood Joist/Truss 440 25.0 0.0 0.038 0.047 17 21
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 RESch, ST�s�pr�rf C /hecklist.
ti
O'CON/y Tfi
Name-Title Signature �O to
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 1 of 9
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 20181ECC
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
PlansNerified Field Verified:.,
-. ;-;Pre=lnspeetion/PIarr:Revieini Complies? Comments/Assumptions
D
&Regbl .. .... ..x. �.
. . . Va ue, Va ue
103.1, Construction drawings and }( ;.. %.' ❑Complies
103.2 !documentation demonstrate ❑Does Not
[PRI]1 ;energy code compliance for the
❑Not Observable
building envelope.Thermal i
envelope represented on ❑Not Applicable
I p P ! .
construction documents. ; ' ;:• ;
103.1, (Construction drawings and 70
❑Complies ;
103.2, !documentation demonstrate ❑Does Not
403.7 ;energy code compliance for i
[PR3]1 ;lighting and mechanical systems. J❑Not Observable
!Systems serving multiple ❑Not Applicable
dwelling units must demonstrate
compliance with the IECC
!Commercial Provisions. ! !
302.1,; ;;;.'Heating and cooling equipment is: Heating: Heating: !❑Complies ;
403.7 !sized per ACCA Manual S based ! Btu/hr ! Btu/hr 1❑Does Not !
[PR2]2;.. ;;.on loads calculated per ACCA I Coolin ! Cooling: ! !
91 ";Manual J or other methods g' !❑Not Observable !
approved by the code official. ! Btu/hr i Btu/hr !❑Not Applicable
)
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 2 of 9
Section :,.
#' Foundat grnsl'nspection `CompliesT, Comments/Assumptions
39.3;2,1' :"''A protective covering is installed to ❑Complies
[FO'll]2" . ' protect exposed exterior insulation ;❑Does Not
land extends a minimum of 6 in. below
;grade. ❑Not Observable;
I ;❑Not Applicable
'403.`9. -,I Snow-and ice-melting system controls;❑ Complies
T[ O12jz: installed. ;❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3)
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 3 of 9
Section,, ; Plans Verified =;;Field Verified. .
Framing/;'Rough-In,lnspection Complies?,;_: ".Comments/Assumptions`.
;Si Req:ID
:
Value 'Value"
402.1.1, (Glazing U-factor(area-weighted U- U- ; complies ;See the Envelope Assemblies
402.3.1, average). I❑Does Not :table for values.
402.3.3, <
I❑Not Observable ;
402.5
[FR2]1 i { I❑Not Applicable I
,
303.1.3 !U-factors of fenestration products ❑Complies
[FR4]1 tare determined in accordance ❑Does Not
;with the NFRC test procedure or ,
,taken from the default table. ❑Not Observable
o-,❑Not Applicable
402.4.1.1 ,Air barrier and thermal barrier ;❑Complies
[FR23]1 Iinstalled per manufacturer's ]❑Does Not
instructions.
❑Not Observable
I i [_]Not Applicable
402.4.3 ;Fenestration that is not site built ❑Complies ;
[FR20]1 !is listed and labeled as meeting ;!❑Does Not
1AAMA/WDMA/CSA 101/I.S.2/A440
:;`:•., ,4: ; ..,❑Not Observable
,or has infiltration rates per NFRC
1400 that do not exceed code ,: ❑Not Applicable
i l limits. ,
462,.4 ,IC recessed lighting fixtures , r'- ; . ❑Complies ;
'[FR16]? !sealed at housing/interior finish ❑Does Not
land labeled to indicate 552.0 cfm a
leakage at 75 Pa. ❑Not Observable I
'I❑Not Applicable
403.3.1 !Supply and return ducts in attics ;Es<. ❑Complies I
[FR12]1 (insulated >= R-8 where duct is ❑Does Not
>.= 3 inches in diameter and >_
❑Not Observable
R-6 where 5 3 inches.Supply and .; a
return ducts in other portions of ;;:' ❑Not Applicable ;
(the building insulated >= R-6 for j
!diameter>= 3 inches and R-4.2 '
,
'for 5 3 inches in diameter.
403.3.2 iDucts, air handlers and filter "- ' . 5.:', ❑Complies ;
[FR13]1 boxes are sealed with p ❑Does Not
Joints/seams compliant with i
V ❑Not Observable
!International Mechanical Codeor
International Residential Code, as ']'.- r ❑Not Applicable I
applicable. I
403.3.5, (Building cavities are not used as ❑Complies ;
FR1S 3 ducts or plenums. ❑
C, l , p � ., Does Not
❑Not Observable
;+ ❑Not Applicable ;
403.4' . !HVAC piping conveying fluids ; R- 1 R- I❑Complies ;
[FR17] • :!above 105°F or chilled fluids I❑Does Not
}below 55°F are insulated to >_R- ,
I❑Not Observable
!❑Not Applicable
403.4.1 !Protection of insulation on HVAC , - ❑Complies
[FR24]1 Ipiping. . �❑Does Not
'' ❑Not Observable
i l❑Not Applicable
463.5.`3'.>-Hot water pipes are insulated to I R- R- I❑Complies ;
[F]11813-1-. '!>_R-3. I I❑Does Not
I I I I❑Not Observable
I ! I❑Not Applicable
403.6, ;Automatic or gravity dampers are x:;.: a❑Complies ;
[FR19]z !installed on all outdoor air ❑Does Not
I
!intakes and exhausts. f! ❑Not Observable I
:.]❑Not Applicable
1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 13 Low Impact(Tier 3)
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 4 of 9
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 Low Impact(Tier 3)
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 5 of 9
.Section"_ Plans Verified Field";Verified G,•
# Insulation Inspection:;: Co,rppliesIT Comments/Assumptions,,
&RegJp
:,:
_.
value value
303:1"r'' ,All installed insulation is labeled ❑Complies ;
":.
[IN13]? for the installed R-values ❑Does Not
I provided.
"t ? ❑Not Observable 1
{ �❑Not Applicable
402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies
402.2.6 i ;❑ Wood ,❑ Wood 1❑Does Not table for values.
I
[IN1] ❑ Steel ❑ Steel ;❑Not Observable
y ;❑Not Applicable
303.2, Floor insulation installed per ;`:" � ❑Complies ;
402.2.8 1 manufacturer's instructions and 3'":,: .. , j❑Does Not
[IN2]1 ;in substantial contact with the <. ( ;
% i❑Not Observable
underside of the subfloor, or floor
lframing cavity insulation is in ❑Not Applicable
jcontact with the top side of
!sheathing,or continuous # I
!insulation is installed on the !
!extends
of floor framing and
!
extends from the bottom to the
!top of all perimeter floor framing !
members.
402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies
402.2.5, mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values.
402.2.6 ;wall insulation on the wall I❑ Mass I❑ Mass !❑Not Observable
[IN3]1 ;exterior,the exterior insulation I ;
requirement applies (FR10). I E] Steel I Steel I❑Not Applicable
I
303.2 !Wall insulation is installed pe'r ( " ?;❑Complies ;
[IN4]1manufacturer's instructions. 1 t ❑Does Not
1❑Not Observable
❑Not Applicable !
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2. medium Impact(Tier 2) 1,.3 JLow Impact(Tier 3)
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 6 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Compiles?, Gamrrients/,Assumptions
&Retp.1D -
Value.
402.1.1, I Ceiling insulation R-value. ; R- ; R- µl❑Complies ;See the Envelope Assemblies
402.2.1, ;❑ Wood ❑ Wood ;❑Does Not table for values.
402.2.2, ; ❑ Steel 1❑ Steel ❑Not Observable
402.2.6
[Fill' I ; ; ;❑Not Applicable ;
i 1 1 I I
303.1.1.1, (Ceiling insulation installed per I ❑Complies ;
303.2 manufacturer's instructions. ❑Does Not
[FI211 ;Blown insulation marked every ( ,
❑
1300 ftz. Not Observable ;
❑Not Applicable
402'.2.3" . ;Vented attics with air permeable ❑Complies ;
'[Fl2?,F'.. linsulation include baffle adjacent _ 1❑Does Not
oto soffit and eave vents that I
extends over insulation. `; }❑Not Observable ;
j❑Not Applicable ;
402.2.4 !Attic access hatch and door ; R- ; R- ;❑Complies ;
[FI3]1 insulation >_R-value of the ;❑Does Not
adjacent assembly.
; ;❑Not Observable ;
❑Not Applicable
402.4.1.2 !Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;
[FI17]1 Tach in Climate Zones 1-2, and ;❑Does Not
I<=3 ach in Climate Zones 3-8.
❑Not Observable ;
j ;❑Not Applicable
403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;
[FI27]1 i determine air leakage with ft2 ft2 ;❑Does Not
;either: Rough-in test:Total ; I ❑Not Observable
leakage measured with a ; ; ;
- !pressure differential of 0.1 inch I ;❑Not Applicable ;
w.g. across the system including
Ithe manufacturer's air handler I I
enclosure if installed at time of
;test. Postconstruction test:Total
Ileakage measured with a I I I
pressure differential of 0.1 inch
Iw.g. across the entire system
including the manufacturer's air
handler enclosure.
403.3.4 I Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;
[FI4]1 cfm/100 ft2 across the system or ftz ft2 ;❑Does Not
<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in 1❑Nat Observable
tests,verification may need to I❑Not Applicable
!occur during Framing Inspection.
403.3.2.1 ;Air handler leakage designated ;❑Complies ;
[FI24]1 (by manufacturer at<=2%of i ]` 30Does Not
design airflow. ]❑Not Observable
}. ;.j❑Not Applicable
403:2.1, Programmable thermostats !, ❑Complies
[FI9]1 installed for control of primary 1.- a❑Does Not
;heating and cooling systems and
initially set by manufacturer to YNot
Not Observable ,
code specifications. I:r Applicable ;
403.1.2 ;Heat pump thermostat installed { "4 '❑Complies ;
'[F110)2 ;on heat pumps. ❑Does Not
I
❑Not Applicablee
4035'.1' Circulating service hot water ;❑Complies
[F1=11]2 ;systems have automatic or ;'•:y ❑Does Not
!accessible manual controls. p
i❑Not Observable ;
❑Not Applicable
1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 1,3 r
'I Low Impact(Tier 3)
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 7 of 9
Section`. ..., ::,.. . .,,. . ...:. ..
Rlans�Verified" Field Verifiedr,, '
#;:},;' '. Finaf'Inspect';oti.ProvisionS ' : Complies? Comme'ntshssumptions
&'Re ID`
q�
Va ue.- ;,. Va ue
403.6'21' ;All mechanical ventilation system I '.i i ' . '❑Complies ;
' ..',fans not part of tested and listed t j. ; ❑Does Not
s .
HVAC equipment meet efficacy i ~,.; ]
land air flow limits per Table 3❑Not Observable ,
R403.6.1. j❑Not Applicable ;
403.22 ;Hot water boilers supplying heat y" ,P,x' .? _'❑Complies ;
[F126] (through one-or two-pipe heating ;''... ,❑Does Not ;
-systems have outdoor setback
;control to lower boiler water :'.:':« ,J❑Not Observable ;
"temperature based on outdoor $❑Not Applicable ;
temperature. ;
403.5. .T`;Heated water circulation systems `" ❑Complies
1"
2 ! :: ..: .
[F128] . .i have a circulation pump.The l❑Does Not
!system return pipe is a dedicated '
;return pipe or a cold water supply :' .J❑Not Observable ;
J pipe. Gravity and thermos-
❑Not Applicable
syphon circulation systems are
not present.Controls for
i circulating hot water system n;
!!I}pumps start the pump with signal
for hot water demand within the I
occupancy. Controls A
".,,'automatically turn off the pump ;
)when water is in circulation loop
is at set-point temperature and
no demand for hot water exists.
463.5:'1:2 :;Electric heat trace systems ❑Complies ;
[FI29]2comply with IEEE 515.1 or UL " ❑Does Not
1515. Controls automatically
;adjust the energy input to the _ ;I❑Not Observable ;
I heat tracing to maintain the ❑Not Applicable
desired water temperature in the I
piping.
3 ,t
403.5.2 ',Demand recirculation water ❑Complies ;
{17130]2' " . Isystems have controls that I❑Does Not
=manage operation of the pump
and limit the temperature of the ":""Not Observable ,
water entering the cold water (❑Not Applicable
piping to <= 104°F. ;
403:5.4:'. (Drain water heat recovery units ❑Complies ;
[F131]2 (tested in accordance with CSA " s f❑Does Not
B55.1. Potable water-side
;pressure loss of drain water heat ❑Not Observable ;
recovery units < 3 psi for _ ]❑Not Applicable
individual units connected to one
,
for two showers. Potable water-
(side pressure loss of drain water
heat recovery units< 2 psi for
Iindividual units connected to
three or more showers. 1
404.1 190%or more of permanent ❑Complies
[FI6]1 Ifixtures have high efficacy lamps. µ,!❑Does Not ;
,
' ;❑Not Observable
=; f. ❑Not Applicable
.404.1.1,i!JFuel gas lighting systems have ;. * TM.' ;`': ' .'.>>"r '. :i.` .., flComplies ;
;[F123]3" : ,no continuous pilot light. €. r, ❑Does Not
:" I ;=..j❑Not Observable ;
# i❑Not Applicable
401:3 Compliance certificate posted. ;;' ]]Complies ;
[F17]2 ; El
[F1712 Not
{ _ ;R: ❑Not Observable
❑Not Applicable
1 High Impact(Tier 1) '2'. Medium Impact(Tier 2) '3 . Low Impact(Tier 3)
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 8 of 9
Section" " Pans Verif eat Field Verified
# Final lhs.pection;,Provisions "Complies? Comments7i4ssump,"tions "
Req.ID: Value• Value"
'
303.3 ;Manufacturer manuals for ❑Complies
TFI181- mechanical and water heating1❑Does Not
systems have been provided.
❑Not Observable
'El Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3)
Project Title: Parra Residence Report date: 12/03/21
Data filename: Page 9 of 9
2018 IECC Energy
Efficiency Certificate
lnsulatlofi-k�itin'g.
Above-Grade Wall 15.00
Below-Grade Wall 0.00
Floor 25.00
Ceiling / Roof 30.00
Ductwork (unconditioned spaces):
. . .
Window 0.21 0.24
Door 0.21 10.24
Heatin-..& Cooling Etluipment
Heating System:
Cooling System:
Water Heater:,.,
Name: Date:
Comments
Todd O'Connell Architect, PC TRANSMITTAL
1200 Veterans Highway, Suite 120
Hauppauge, NY 11788
tel: 631 -650-6666
fax: 631 -650-6667
Date: 1/10/2022
To: Town of Southold
Re: Parra 6910 Soundview Ave Southold
We are Sending: Description
1 Original application
4 set of plans
1 Survey
1 deed
Please find the above items for your review. The property owner has not chosen a
contractor at this time as he is still interviewing.
If there is anything additional you may need, please contact our office.
Thank you,
Pam Losquadrb
Expeditor
SOUND VIEW AVENUE
Fes° or PAVEMENT
Rx631.
23 L=150.o0' L=15.23
b
c
pul
J
J
0
LOT 1 J
pgRGELI 0 o
m o.
i3
0
0
Z WOOD �E
4SE
!-
o FR F#69 0.6 m o R RES ,a j
Ix 11
Toes........
_ zY
WIRE FE. 13 � r FR \
X—X— I � I � r DECKS \c+� dppi IFi
O N 020M \ O N
FE.338 `$ 204.77 5.0
FE 27E x % X X PLAN%WIRE %—% % %FENCE m4jSX+ O.yTi
S 48°4120"W LOT 3 22972'
LOT 1;PARCELS 1811 ON
MINOR SUBDIVISION FOR MANNING
SITUATE AT SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY.NEW YORK
CERTIFIED TO:FIDELITY NATIONAL TITLE INSURANCE COMPANY(nTLE N0.7404-011662)
MARCELO XAVIER PARRA AND ELAINE PARKA
012021 WAROW*OMA1L P-M RESERVMCLOWCAMN OFTSS D00JU HTISAVOLAWNOF F8*RM.CW0*GlCMVI.
T WRMYH MMMPREPAREDWACCORDANCEYATNTIECODEOFPMCNOEA"FMOYT@NEWVORKSTA7EASSOWTIONOFPROFESS*MLLINDSMZ,yo,M
CER $rATKMISHALLRUNONLYTOTEPERSON.TtEgt7RPMTANGVRASSVM
CERTW ITKINSARCHOTTPANSn RA0M
THEEGSTEMMOF RIGKM OF WAY.AMUVR EASEMEMt OF RE MIPANT NOTSWMNAREWTGUARAMEM SCALE V-40'
ANY ALTEMTONORADOMONTOTUS SURVEY IBAVOATION OPSECIION 72*20PTENEWMMSTATCEWCATMILA . SCTM 1000-0$9.00.09.00-M.006
DO NOT SCALE FENCIMOFFSETI5VPERCEDE. SURVEYED;JUNE 29.2021
LAND SURVEY LONG ISLAND.COM
WARD BROOKS LAND SURVEYOR
11 OCEAN AVENUE
BLUE POINT, NY. 11715
(631) 576-7794 (631) 363-3179
WARDBROOKSO@GMAIL.COM
FILE#11135
Todd O'Connell Architect, PC TRANSMITTAL
1200 Veterans Highway, Suite 120
Hauppauge, NY 11788
tel: 631 -650-6666
fax: 631 -650-6667
Date 02/09/2022
To: Town of Southold
Re: Parra 6910 Soundview Ave Southold
We are Sending: Description
1 rescheck
3 pages of revised plans
1 additional set of plans
Enclosed you will find the above items for the resubmission plans for the above property.
If there is anything additional you may need, please contact our office.
Thank you,
Pam Losquadro
Expeditor
IIIIIII IIII Illi!IIIA IIII!VIII lilil VIII VIII Illi IIII
f fllll{Illi{(IIII Ilfl IIII
SUFFOLK COUNTY CLERK
RECORDS OFFICE
RECORDING PAGE
Type of Instrument: DEED Recorded: 10/21/2021
Number of Pages: 5 At: 8:18:14 PM
Receipt Number: 21-0182256 *ELECTRONICALLY RECORDED*
Transfer Tax Number: 21-09205
LIBER: D00013125
PAGE: 476
District: Section: Block: Lot:
1000 059.00 09.00 026.008
EXAMINED AND CHARGED AS FOLLOWS
Deed Amount-. $1,050,000.00
Received the Following Fees For Above Instrument
Exempt Exempt
Page/Filing $25.00 NO Handling $20.00 NO
COE $5.00 NO NYS SRCHG $15.00 NO
Notation $0.00 NO Cert.Copies $0.00 NO
RPT $200.00 NO Mansion Tax $0.0,0 NO
EA-CTY $5.00 NO EA-STATE $125.00 NO
TP-584 $5.00 NO Comm.Pres $18,000.00 NO
Transfer Tax $0.00 NO
Transfer Tax Number: 21-09205 Fees Paid $18,400.00
THIS PAGE IS A PART OF THE INSTRUMENT
THIS IS NOT A BILL
Judith A. Pascale
County Clerk, Suffolk County
Number of pages 5 10/21/2021 8:18:14 PM
JUDITH A. PASCALE
CLERK OF
This document will be public SUFFOLK COUNTY
record. Please remove all L D00013125
Social Security Numbers P 476
prior to recording. 21-09205
Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps
3 FEES
Page/Filing Fee 25.00 Mortgage Amt.
1, Basic Tax _
Handling 20. 00 2. Additional Tax
TP-584 5.00 Sub Total
Notation —
0.00 SpecdAssit.
—
or
EA-5217(County) 5-00 Sub Total 55.00 Spec./Add. —
EA-5217(State) 125.00 TOT,MTG.TAX
200.00 {p Dual Town Dual County
R.PT.S.A. ` * Held for Appointment
Comm.of Ed. 5• 00 - Transfer Tax 0.0 0
Mansion Tax 0.00
Affidavit
Certified Co 0,00 The property covered by this mortgage is
PY or will be improved by a one or two
NYS Surcharge 15. 00 345.00 family dwelling only.
Sub Total YES or NO
OtherA 00.QO
Grand Total If NO,see appropriate tax clause on
page# of this instrument.
4 1 Dist. Section Block Lot 5 Community Preservation Fund
Real Property
21447934 1000-068-00-08.00-026.008 Consideration Amount$1,050,0 0 0,0 0
Tax Service P T s
Agency
R RAK A I CPF Tax Due $ 18,000.00
stztzozl
Verification
Improved x
6 Satisfactions/Discharges/Releases List Property Owners Mailing Address
RECORD&RETURN TO: Vacant Land
Fidelity Rational Title - Riverhead, NY TD 10
24 Commerce Chive
Riverhead MY 1.1901 TD
TD
Mail to'.Judith A. Pascale, Suffolk County Clerk 7 Title Coi-nmny Information
310 Center Drive, Riverhead, NY 11901 Co.Name
www.suffolkeountyny.gov/clerk Title#
S Suffolk County Recording & Endorsement Page
This page forms part of the attached DF6U made by:
(SPECIFY TYPE OF INSTRUMENT)
The premises herein is situated in
SUFFOLK COUNTY,NEW YORK.
TO In the TOWN of SOUTBOLD
In the VILLAGE
or HAMLET of
BOXES 6 THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING.
11-0104AGM111c (over)
If the document you've just recorded is your SATISFACTION OF MORTGAGE,please be aware of the
following:
If a portion of your monthly mortgage payment included your property taxes,*You will now need to
contact your local Town Tax Receiver so that you may be billed directly for all f Lure orooerty tax
statements.
Local property taxes are payable twice ayear: on or before January 10th and on or before May 31st.
Failure to make payments in a timely fashion could result in a penalty.
Please contact your local Town Tax Receiver with any questions regarding property tax
payment.
Babylon Town Receiver of faxes Riverhead Town Receiver of Taxes
200 East Sunrise Highway 200 Howell Avenue
North Lindenhurst,N.Y. 11757 Riverhead,N.Y. 11901
(631)957-3004 (631)727-3200
Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes
One Independence Hill Shelter Island Town Hall
Fanningville,N,Y. 11738 Shelter Island,N.Y. 11964
(6311451-9009 (631)749-3338
East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes
300 Pantigo Place 99 Vlest Main Street
East Hampton,N.Y. 11937 Smithtown,N.Y. 11787
(631)324-2770 (631)360-7610
Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes
100 Main Street 116 Hampton Road
Huntington,N.Y. 11743 Southampton,N.Y. 11968
(631)351-3217 (631)283-6514
Islip Town Receiver of Taxes Southold Town Receiver of Taxes
40 Nassau Avenue 53095 Main Street
[slip,N.Y. 11751 Southold,N.Y. 11971
(631)224-5580 (631)765-1803
Sincerely,
q -4 a. '_ o.
Judith A.Pascale
Suffolk County Clerk
1 1
1�010.1.d0/06tp
EVELYN K. GOLZ, residing at 6910 Soundview Avenue, Southold, New York 11971, party of the first part;
and
MARCELO XAVIER PARRA AND ELAINE PARRA, husband and wife, residing at 300 East 9311d Street,
Apt. 3413, New York, New York 10128, party of the second part,
WITNESSETH,that the party of the first part, in consideration of Ten and 00/100--($10.00)--Dollars, and
other good and valuable consideration paid by the party of the second part, does hereby grant and release
unto the party of the second part, the heirs or successors and assigns of the party of the second part
forever,
ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected,
situate, lying and being at Southold, Town of Southold, County of Suffolk and State of New York, bounded
and described on Schedule "A" attached hereto and made a part hereof.
(See attached Schedule"A")
Being and intended to be the same premises described in a deed made by Arnold R. Golz and recorded
July 15, 2008, in Liber 12558 at page 55.
Said premises being known as 6910 Soundview Avenue, f/k/a 140 Hope Lane, Southold, New York 11971
SCTM#: 1000-059.00-09.00-026.008
TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and
roads abutting the above described premises to the center lines thereof; TOGETHER with the
appurtenances and all the estate and rights of the party of the first part in and to said premises.
TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or
successors and assigns of the party of the second part forever.
AND the party of the first part covenants that the party of the first part has not done or suffered anything
whereby the said premises have been encumbered in any way whatever, except as aforesaid.
AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of
the first part will receive the consideration for this conveyance and will hold the right to receive such
consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and
will apply the same first to the payment of the cost of the improvement before using any part of the total of
the same for any other purpose. The word"party" shall be construed as if it read "parties"whenever the
sense of this indenture so requires.
IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first
above written.
r.
IN PRESENCE OF:
EvQvn K Ga{
FIDELITY NATIONAL TITLE INSURANCE COMPANY _ TITLE NO. 7404-011662
SCHEDULE A-1
(Description of the Land)
For Tax Map ID(s) ' 1000-059.00-09.00-026.008
ALL that certain plot,piece or parcel of land, situate,lying and being at Southold,Town of Southold, County of Suffolk,
State of New York, which said parcel of land is more particularly bounded and described as follows:
PARCELI:
BEGINNING at the corner formed by the intersection of the Southerly side of Sound View Avenue with the Westerly side of
a private Right of Way called Hope Lane, said beginning point being 150.00 feet Easterly from where the Easterly line of
land now or formerly Steve Doroski intersects the Southerly side of South View Avenue;
RUNNING THENCE Southeasterly along the Westerly side of the private Right of Way called Hope Lane the following two
courses and distances:
1. Southeasterly,along an arc of a curve having a radius of 304.29 feet bearing to the left 189.50 feet to a point of reverse
curve;
2. Southeasterly along an arc of a curve havinga radius of 200.54 feet bearing to the right 98.01 feet to the Northerly line
of land now or formerly of W. Manning;
THENCE South 48 degrees 41 minutes 20 seconds West along said land 204.72 feet to the Easterly line of land now or
formerly owed by Steve Doroski;
THENCE North 39.degrees 58 minutes 40 seconds West along said land 325.90 feet,to the Southerly side of Sound View
Avenue;
THENCE Easterly along the Southerly side of Sound View Avenue along the arc of a curve having a radius of 631.45 feet
bearing to the left 150.00 feet to the point or place of BEGINNING.
PARCEL II:
BEGINNING at the corner formed by the intersection of the Southerly side of Sound View Avenue with the Westerly side of
a private Right of Way called Hope Lane, said beginning point being 150.00 feet Easterly from where the Easterly line of
land now or formerly Steve Doroski intersects the Southerly side of South View Avenue;
RUNNING THE Easterly along the Southerly side of Sound View Avenue along the arc of a curve having a radius of
631.45 feet bearing to the left 25.23 feet to the center line of said Right of Way;
THENCE Southeasterly along the center line of said Right of Way the following two courses and distances:
1. Southeasterly along an arc of a curve having a radius of 279.29 feet bearing to the left 167.91 feet to a point of reverse
curve;
2. Southeasterly along an arc of a curve having a radius of 225.54 feet bearing to the right 110.22 feet to the prolongation
of the Northerly line of W. Manning;
THENCE South 48'tiegrees 41 minutes 20 seconds West along said line 25.00 feet;
THENCE Northwesterly along the Westerly side of said Right of Way to following two courses and distances:
1. Northwesterly along the arc of a curve having a radius of 200.54 feet bearing to the left 98.01 feet to a point of reverse
curve;
Printed: 06.17.21 @ 04:04 PM
Commitment for Title lnstirance NY-FT-FRVH-01030.431004-SPS-1-21-7404-011662
schedule A-1 Description
FIDELITY NATIONAL TITLE INSURANCE COMPANY — TITLE NO. 7404-011662
SCHEDULE A-1
(Continued)
2. Northwesterly along the arc of a curve having a radius of 304.29 feet bearing to the right 185.50 feet to the Southerly
side of Sound View Avenue the point or place of BEGINNING,
SUBJECT to the rights of others as a Right of Way.
TOGETHER with the right to use a 30 foot right of way and private beach, if any,for access to and from Great Pond, in
common with the others, as more specifically set forth and described in Liber 4358 page 461. Subject to the burdens
imposed to date upon the Right of Way and private beach such as reasonable rules and regulations for the use thereof_
en
On the '��iay of July, in the year 2021 On the day of in the year
before me,the undersigned,personally appeared before me,the undersigned,personally appeared
EVELYN K. GOLZ
personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of
satisfactory evidence to be the individual(s) whose name(s) is satisfactory evidence to be the individual(s) whose name(s) is
(are) subscribed to the wit ' instrument and acknowledged to (are) subscribed to the within instrument and acknowledged to
me that he/she/they ec ted the same in his/her/their me that he/she/they executed the same in his/her/their
capacity(ies), and that is her/their signature(s)�on~ttie capacity(ies), and that by his/her/their signature(s) on the
instrument,th�individua(s�Ort a person urn ehalf of which instrument,the individual(s), or the person upon behalf of which
the individual!�=
en the individuat(s)acted, executed the instrument.
(signature and office of indi ual taking acknowledgment) of individual taking acknowledgment)
Notary Pubfc / I ANETIfolk
atJ06�ty NOTARY PU3LIC, ! [ QRegistration N �7844OI`�0o�V U��Qualified in �L)V f:b I jC Gaviv
Commission Expir
TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE
State(or District of Columbia,Territory,or Foreign Country)of County of ss:
On the day of in the year before me,the undersigned,personally appeared
i
personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are)
subscribed to the within instrument and acknowledged to me that he/she/they executed the same In his/her/their capacity(ies),and
that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted,
executed the instrument,and that such individual made such appearance before the undersigned in the
i
in
i (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken)
(signature and office of individual taking acknowledgement)
Notary Public
BARGAIN AND SALE DEED SECTION 069.00
WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK 09.00
Title No. '1"-(1,34, ,.---' 0 tk�-49 LOT 026.008
DISTRICT 1000
EVELYN K. GOLZ
TO
MARCELO XAVIER PARRA
AND ELAINE PARRA
F r C
STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS iv o c�� SC`�•b.S 9 C5 ' ' ��'� 't'
�V 10- 1�t
P,.(631)650-6666
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F-(631) 650-6667
C'(516) 658-0325
TODD O,'CONNELL
wwvi.tocarchitects.com•*
A R C ITECTP. C. ; '
todd@tocarchitects.com
: September 14,.2022
Town of Southold
Building Department
'53095 Main Road OCT` 1 4',2022
'P.O. Box 1179
Southold,,NY, 11971
BUILDING DEPT.'
TOWN,OF SOUTHOL D
AMENDMENT#1:
The"Parra'residence
6910 Soundview Ave
Southold,NY11971:_
Permit-#.47456
Section: 59 Block:`09 Lot: 26.8
. To Whom..It May Concern:
Following are the amendments made to the above-referenced project.
• : (3)'l 3/4"x,11 1/4" lvl between living and'dining room:posted;in exterior wall •
Full gut renovation with existing wall insulation replaced with new R-15 batt
• Ali windows labeled"Exist"were replaced in place in kind
• Floor.joists with'large' ,plumbing'holes to'be,reinforeed with m6tal'plates, detail,
provided: All.others.surrounding.sistered.
Front portico with gable roof-instead.of flying arch" ;
•' Attic space created over proposed first floor bathrooms '
DD
Please feel free to contact our office with any questions or concerns you-may have:
Very truly yours;
77
. 6"
Todd'O',Co ell, AIA
Draftsman:.JC ,;:._-__ •. - Y
lluwq
19
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PROPOSED :
�♦ T
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TODD O'C
/ `♦ „�� ARCH ITE
FULL CUT RENOVATION
.
APPROVED AS NOTED_ TODD O'CONNELL, AIA
'
ALTERATIONS / \♦ ♦ DATE _ a �,P• ���� 1200 Veterans Memo
rial HighwayNTERIOR Suite 120
FE �_-_ _ 8Y
_.� Hauppauge,NY 11788
C''''H VNk ♦ NOTIFY BUILDING DEPARTMENT AT
P(631)650-6666
GARAGE CONVERSION �`� FOLLOWING
NAM FOR THE F(631)650-6667
/ �♦ I -C ION
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FOUNDATION TWO REQUIRED C(516)658-0325
/ FOR POURED CONCRETE
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REQUIREMENTSOFTHE CODES OF NEW -
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FRONT YARD (SECONDARY) 40 FT. 167.72 FT. NO CHANGE #6910 a1a,QaQ"'o �
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EXISTING FRONT STEPS 64 � U m
EXIST TO REMAIN `♦ �� ��
NEW WOOD FRAME CNST PROPOSED FRONT STEPS 55.7 - 304. _ a
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PROPOSED FRONT EXTENSION 22.3 `� 185.50' \���` ^ y OCA
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HARD WIRED SMOKE TOTAL 2,667.1 SQ.FT. 225.54'
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MIN 122020 RrESI ENTIAL CODE OF NYS A.F.F. AS PERR 279.29' _
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HOPE LANE _� o of
TO THE BEST OF MY KNOWLEDGE, BELIEF AND `� // C w Iw—
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AND/OR SPECIFICATIONS ARE IN COMPLIANCE / � ¢ 0 z
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WITH THE FOLLOWING: ` s/C�� •'�v N N
2020 RESIDENTIAL CODE OF NEW YORK STATE c� N 04 1.-
PUBLICATION NOVEMBER 2019 --" �z o
of N
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2020 RESIDENTIAL CODE OF NEW YORK STATE A\
CHAPTERS 12-23 FOR MECHANICAL SYSTEMS
2020 RESIDENTIAL CODE OF NEW YORK STATE
w
CHAPTERS 24 FOR FUEL & GAS SYSTEMS
2020 RESIDENTIAL CODE OF NEW YORK STATE
CHAPTERS 25-33 FOR PLUMBING SYSTEMS
2020 RESIDENTIAL CODE OF NEW YORK STATE LLJ
CHAPTERS 34-42 FOR ELECTRICAL SYSTEMS
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2020 ENERGY CONSERVATION CODE OF NEW YORK STATE PLOT PLAN 0 U>M
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TODD O'CONNELL, AIA
1200 Veterans Memorial Highway
A Suite 120
BRICK TO MATCH a
auppauge,NY 11788
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POINT LOAD ABOVE 6'-2.. w Q§
24" #4 REBAR ® 18" O.C. AND 12" I I PROP. WALL: 2"x6" STUDS ® 16" I I EW CONCRETE BLOCK CMU INFILL AT a 0,5;Z o W<a�,}
FROM CORNERS AND WALL I I _ _ _ `� ® O.C., ACQ BOTTOM PLATE & GARAGE DOOR FOUNDATION- FILL SOLID U o a o z w 15)m
OPENING'S TYPICAL » » » POINT LOAD ABOVE EXISTING BEAM V.I.F. GYP-BD ON BOTH SIDES I I - PIN TO EX. FOUNDATION 4 z U vwi~ rn o w m
J n PROP. L2 1 'X11 �LVL PROP. 2 1 X11 "LVL PROP. 2 1 11L — _ _ I I I REBAR-MIN. (2)- MIN. 6 EMBEDMENT w
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00 00 OO 00 O -0� -0 $ w o��U a
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U � O 0 0IE] ( I -EXISTING SPREAD FOOTING BELOW TO `' w `' W a `"
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m10x20 P.MIN36" BELOW GRADE 5 MIL POLY VAPOR BARRIER — = W/R21 BATT INSU I I T R21 BATT INSULATION, TYP, C) C m
M #4 REBAR MIN. 3 CONC. COVER ELEC. R I
I I i I
z 8" 6" I I NEW 5MIL POLYETHYLENE
" U_ VAPOR BARRIER OVER
,�, I I EXISTING SLAB
WH t2 14'-8"
o
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® Z
W
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ci Q I Z
FOUNDATION DETAIL
12" POURED ALL
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t Z U
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KEYWAY; MIN. 36" BELOW I iv ® 24 O.C. VERTICAL; MINIMUM OF 2; Z U)
GRADE. (TYPICAL) B ® ® B GROUT FILL SOLID (TYPICAL) (V.I.F.) PROP. WALL: 2"x6" w z
— STUDS ® 16" O.C., � O O
ACQ BOTTOM PLATE d,, Q U Z
J" GYPSUM BOARD
8» 4" POURED CONC. \ 4 w
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PAVER SETTING BASE 11
JOINTS AT WALL. (V.I.F)
BASE MATERIAL STONE/PAVER STEPS — — —_ REBAR -
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Q DETECTOR W/ BATTERY BACK-UP Q N Q U
PAVER DETAIL MIN A.F.F. PER
R Ct Z_
2020 RESIDENTIAL CODE OF NYSlit �
SCALE: 3/4" = 1'-0" o o N o
lo 53'-5
!f7 Ii 11 EATS
TODD O'CONNELL
13'-4" 2'-10" 11'-3" 2'-0" 7'-3" 9'-8" 8'-0" ARCHITECT P.C.
TODD O'CONNELL, AIA
1200 Veterans Memorial Highway
Suite 120
Hauppauge,NY 11788
PAVERS TO BE SELECTED BY P(631)650-6666
OWNER, SET IN SAND F(631)650-6667
C(516)658-0325
6'-0" 13'-0"
`V BATHROOM ,f�f T1p
Ci fr.t {i{}:d-
H 00
I _
c0 ■
INTERIOR WALL CONST. OF ®�, I N -
2x4 WALL STUDS ® 16" O.C. o N�< N o 0
W/j" INTERIOR GYP. BD. ON o W a
BOTH SIDES- TAPE SPACKLE v"' - -
AND SAND TO RECEIVE FINAL o 0N
(3) TW2642 (2) TW2632 FINISHES
FWSL1368 '� 032 TEMP. � 1 68-4
(2) 2X12 HDR 2) 2X10 HDR//1'
DR (2) 2X10 HDR c2)2X10 HDR 2 1 X11 LVL HDR
"117
FINAL BATHROOM LAYOUT_ ._ . _. P3103.1 ROOF EXTENSION r%
SECOND -
a $ 8
111
T _ L - -� m U AND FINISHES TO BE O ES THAT EXTEND THROUGH A ROOF SHALL BE /%
� 5 OPEN VENT PIP FLOOR
HW HW HW HW HW-HW- W HW HW
I w - SELECTED BY OWNER -- - - I TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 f�
Z ' o - INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION,
N CW-CW-CW-cW-CW-CW-CW- -M CW-CIM
o " ' EXISTING PROPOSED I 15'-0"
c� - WHICHEVER IS GREATER. WHERE A ROOF IS TO BE USED FOR
U
.16'-6' 20'-0' m En o BATHROOM ATHROOM �� 1 =o ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR 3
w _ I TO BE I 1 SUNBATHING DECK OR FOR SIMILAR PURPOSES , OPEN VENT x
SISTER EXISTING FLOOR JOISTS a V 1 m G. in X PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE
WITH HOLES CUT FOR 0.w w I REMOVED, :17 . _g g N ROOF. I I SHOWER
PLUMBING W z _� _ CUT.AND . ..
O '4.... .. CAP ALL co: 6'-2„* Z i P3103.2 FROST CLOSURE
_ PROPOSED
_.....
N z WHERE THE 97.5 PERCENT VALUE FOR OUTSIDE DESIGN (�
Q DINING REMODELED 00 PLUMBING :! - m ! TEMPERATURE IS OF OR LESS, VENT EXTENSIONS THROUGH A , N
O x¢ Z LINES AS ; " j ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN
cn 80- CLG. HT KITCHEN I" REMOVE EXISTING GARAGE DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE I cii
M w Q REQUIRED' + _
8Q CLG. HT moo' N I ( i - D AND INFILL FOUNDATION MADE NOT LESS THAN 1 FOOT INSIDE THE THERMAL ENVELOPE _
F-
LL: 3 o ! O o INTERIOR WALL CONST. OF 2x4 WALL O AND WALL FRAMING TO OF THE BUILDING. I 8 Q
X00 1 I I STUDS ® 16" O.C.? W/ J" MOSITURE MATCH EXISTING ADJACENT I DW J U
,r� 1 RI RS t7' I ; �,� t� CONSTRUCTION = J
z `` u- 9 RESISTANT GYP. BD. ON WET SIDE
_._ ._..__.,__._.- .- 1 s
F- N a _... I ... AND " INTERIOR GYP. BD. ON FI T Z
1 A
_. . = TABLE P3201.7 V)
x o w B ---- M- -- -- OTHER- TAPE SPACKLE AND SAND t SIZE OF TRAPS FOR PLUMBING FIXTURES FLOOR C) >-
I
F I x oo j PROPOSED TO RECEIVE FINAL=FINISHES ;� TRAP SIZE _--�HW -HW-HW Hw Hw Hw Hw Hw z
U
- - - - - - - - rn ■ I 1 6'-2" 1 PLUMBING FIXTURE MINIMUM -cW-CW-cw- -CW cW-cw cW- -
_ _ w ,.� ,�, 1 w [V I' ''`CLOSET (INCHES) cw-cw-cw-cw-cW-cw-cW-cw-cW
- - - - �1 X11 LVL BM - - - - (2) 2X8 WD BM ;� zw
/ \ BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR 1 1 CW �'cn o 0 0
- - - PROPOSED EXIST. GARAGE DOOR WHIRLPOOL ATTACHMENTS /2 HW-HW-HW-HW-HW-HW HW HW NW BACKFLOW o z �,Z
[L>L 3'-9" M �L. FAMILY ROOM HEADER TO REMAIN BIDET 1 1 4 I 6 0 PREVENTER m Z o}m w F
2' 7" 13,-2" 2'-7 I ;; ti FINAL BATHROOM LAYOUT CLOTHES WASHER STANDPIPE 2 = 3 ov o¢ oa
N - / AND FINISHES TO BE _ DISHWASHER 0 SEPARATE TRAP 1 1/2 cW- d x W 'm
0
> SELECTED BY OWNER o CATHEDRAL CLG. I I Q Q
Q 1 FLOOR DRAIN 2 a_Li a a a N -0
0
U Z I KITCHEN SINK (ONE OR TWO TRAPS, HATH OR 1 1 2 iLj v rn�'z w
w I I 1'-11" F ® O NEW " SHEET WITHOUT DISHWASHER AND FOOD WASTE DISPOSER / HWH ° w�0 3 �W m
o�
awaw Ox wo 0
REMODELED w ROCK ALL WALLS I =o LAUNDRY1 1/2 z o -'o o
PROPOSED LAVATORY 1 1 4 w
oldLIVING ROOM I I BATHR00 AS REQUIRED -\ , ( CW mZ�o ��W=w w
SHOWER BASED ON THE TOTAL FLOW RATE l w- F-, Y
z 7�CLG. HT I I CD 8Q CLG. HT _._..... _.__._ ,. . .. . .-_. ...- a FLOW RATE THROUGH SHOWERHEADS AND BODYSPRAYS) o o m v== o o =UO
n CL• Z REMODELED - 5.7 GPM AND LESS 1 1/2 w z awo�o U' U 0
MORE THAN 5.7 GPM UP TO 12.3 GPM 2 BASEMENT �w0Naao QM�-
v7 I I �- CL BEDROOM D R O O M C o O MORE THAN 12.3 GPM UP TO 25.8 GPM 3 o a z o �w
LL: ALL EXISTING N 711 CLG. HT `t 4 z w L a w w m o U
WALL INSULATION a s �`' z�0,o N -�
z REPLACED WITH � a o z o
Z~��JU�0 JH
F R-15 INSULATION- 1_4 C� ) 2X 0 HDR= (2) 2X10 HDR
Ow a=z Wa'aQ
X 1 THROUGHOUT p� z J:(2
W203 TEMP. (2) TW210410 I= >-_�' 04Jvxi¢it
w X N PLUMBING SUPPLY DIAGRAM WaNda2z�Z0
EXISTING ENCLOSED BEAM, . .F. ;s w X o_ 0 g�0 W a w
® 2668 N I Q I SCALE: 1/4" = 1'-0" z 2 x E 3 ffi R 6 m
' ,O �w
Cj FLUSH (1) 7' FP N r�` Lj
1 V R . aWW�oir a0a.0 Z
IL
m I x5;W0WMoxwW Q
00 iD
C,4 11
x - n N �j �avwi0E-oa%<'0 p
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L) -�2) 2FWSL1368 0 �1
-<- - - -- - - -<-
NOTE: ALL WINDOWS LABELED "EXIST." TO BE 00 2'-5" 9'-11" 3'-3" 6'-5' m
x x
REPLACED IN FRAME IN KIND. N
CONTRACTOR TO VERIFY WINDOW SIZES IN FIELD B N ... . .. N �13
LIGHT do VENT CALL. FOR LIGHT do VENT CALC. FOR LIGHT & VENT CALL. FOR JT 4" FRESH AIR VENT
`ao N FOYER, LIVING. DINING & BEDROOM FAMILY ROOM I THROUGH ROOF
I
O FLOOR AREA= 177.6 S.F. FLOOR AREA= 304.5 S.F. 1
o FLOOR A 5 S.F.
.� GLASS AREA= 75.74 S.F. GLASS AREA= 31.35 S.F. GLASS AREA= 82.13 S.F. H
w VENT AREA= 42.65 S.F. VENT AREA= 17.49 S.F. VENT AREA= 49.36 S.F. I Z
- LIGHT= 10.03 % LIGHT= 17.65 % LIGHT= 26.97 % 1
VENT= 5.65 % VENT= 9.85 % VENT= 16.,21 % w
I
I U
2'-7" 5-0 2 -7' I o
1 '
10'-2" I
I � �
10'-10" I t-- I-
w f)
I �
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- 2„ BATHROOM � O O
Q U Z
SCALE: 1/4" = 1'-0"
c,4 04
I N cV
» » I 3"1 1 1 \ \ p
o o o o o o
2"x36" STEEL PLATES 1 1 1 , o C4
o 0 o 0 0 o o EACH SIDE OF JOIST » 1
12 12" 2,.
(J� I
'" I 1 1 I I a w
o o o o 0 o 0
0 0 0 0 0 o o o SECOND I 1/2" 1/2" TUB
FLOOR I i
HOLE FOR PLUMBING I 2" 3" " C.O.
3„
3-1 Ld
JOIST REINFORCING DETAIL i SHOWER i 2" ?------i z U j�
0 0
- z<
W" 1
NOTE: CONDITIONS DRAWN AND NOTE NOTE: NOTE: SECTION R312: OPEN GUARDS SHALL HAVE � j �2 I 12
AS EXISTING ARE TO BE CONFIRMED DOUBLE ALL FLOOR JOISTS SMOKE DETECTORS TO BE BALUSTERS OR ORNAMENTAL I DW I LIJ 0 LI>--
SMOKE
START OF CONSTRUCTION. UNDER PARALLEL PART11IONS PROVIDED IN ALL BEDROOMS R312.1 GUARDS. GUARDS PATTERNS SUCH THAT A I 1 1/2" I , > z
ARCHITECT IS TO BE NOTIFIED AS PER CODE. SHALL BE PROVIDED IN 4-INCH-DIAMETER SPHEREr )
IMMEDIATELY OF ANY DISCREPANCIES ACCORDANCE WITH CANNOT PASS THROUGH FIRST TI --
1 1/2" z v JQALL EXISTING PLUMBING, ELECTRICAL, SECTIONS R312.1 THROUGH ANY OPENING UP TO A FLOOR0 W z o
MECHANICAL, ETC. THAT INTERFERES R312.1.4. HEIGHT OF 34 INCHES. AS 2„ 2" 3" ?" 3" C.0 C)WITH NEW WORK TO BE REROUTED, NOTE: PER SECTION 1013.3 OF NYS
NOTE: UPGRADE EXISTING MODIFIED, REMOVED, ETC. AS PROVIDE (2)2"x10" HDR R312.1.1 WHERE REQUIRED. RESIDENTIAL CODE TYP
CONDITIONS TO MATCH REQUIRED TO ESTABLISH PROPER ( )
CONDITIONS INDICATED ON PLANS. WORKING CONDITION- VERIFY ALL ABOVE ALL NEW WINDOWS GUARDS SHALL BE W O
CONDITIONS IN FIELD AND DOOR, UNLESS LOCATED ALONG
OTHERWISE NOTED. OPEN-SIDED WALKING WALL KEY Q �y
NOTE: COORDINATE ALL FINISH SURFACES, INCLUDING - LL Q EX. HOUSE TRAP AND SEWER LINE TO STAIRS, RAMPS AND EXIST TO BE REMOVED ry
MATERIALS WITH CLIENT PRIOR TO NOTE: ALL WINDOWS TO BE THAT ARE
CONSTRUCTION- FLOOR, CEILING, REMAIN- MODIFY AS REQUIRED TO LANDINGS,
ACCOMMODATE NEW CONSTRUCTION- 400 SERIES WOODRIGHT LOCATED MORE THAN 30 WALL 15' CONNECT TO Hyyl..l EXIST TO REMAIN C�Q
WALLS, ETC. VERIFY IN FIELD WITH LOW E4. INCHES MEASURED
• U-FACTOR:50.30 EXISTING WASTE NEW WOOD FRAME CNST 0
• SHGC:50.30 VERTICALLY TO THE ALL BATHROOM SHALL BE
NOTE: ALL ASSUMED EXISTING NOTE: HIGH EFFICACY LAMP . 2 100% HIGH EFFICIENC FLOOR OR GRADE BELOW PROVIDE WITH ADEQUATE CW
--'"""' NEW POURED CONCRETE �
TRUCTURE SHALL BE VERIFIED IN FIEL 11TO BE INSTALLED. AT ANY POINT WITHIN 36 PLUMBING FIXTURES TO '•
ALL DISCREPANCIES SHOULD BE LIGHTING (CFL'S OR INCHES HORIZONTALLY TO ALLOW FOR MIN. CLEAR 4"x4" POST UNLESS OTHERWISE O'
BROUGHT TO THE ARCHITECTS ) SPACE DISTANCE 1
LED'S THE EDGE OF THE OPEN BASEMENT NOTED
ATTENTION IMMEDIATELY. NOTE: WINDOW FALL 5 AIR CHANGES PER SIDE. INSECT SCREENING THROUGHOUT ROOMS-
TUB- AS Ir n HARD WIRED SMOKE
PROTECTION TO BE PROVIDE HOUR SHALL NOT BE PER 2015 INTERNATIONAL . o 04 o
• 2 ALL APPLIANCES CONSIDERED AS A GUARD. w O DETECTOR W/ BATTERY 0 w w
FOR ALL WINDOWS AS PER RESIDENTIAL CODE SECTION o¢ c�
- PROVIDE ELECTRIC TO ALL R312 2 MUST BE ENERGY STAR R307.1 j N� ® BACK-UP I \ O �
APPLIANCES TO MANUFACTURE CERTIFIED. •� J
80 CFM FAN TO EXTERIOR N cV0 Z Z
SPECIFICATIONS
HARD WIRED CARBON MONOXIDE 1 \ U) +
LEVEL FLOORS AS REQUIRED LIENEE CEILINGS AS REQUIRED PLUMBING WASTE DIAGRAM a DETECTOR W/ BATTERY BACK-UP Q Z
FE- MIN 12" A.F.F. AS PER �,j Q
SCALE: 1/4" = 1'-0" 2020 RESIDENTIAL CODE OF NYS m I- Q Of
0 0 Q o
ODD O'CONNELL
e. 5'-7" 3'-3" 12'-0" 5'-0" 6'-1" 3'-3" 4'-0" T
IA,RCH ITECT P.C.
TODD O'CONNELL, AIA
TEM
2) 2X10 HDR EXIST. (2 2X HDR' 2 2X10 HDR
1200 Veterans Memorial Highway
Suite 120
CXW235 SIMULATED CASEMENT }}'- " CXW235 SIMULATED CASEMENT;1 > Hauppauge,NY 11788
FOR EGRESS ACTING AS WDH REMODELED II ii I ! O FOR EGRESS ACTING AS WDH .I
EQUIVALENT al y;I EQUIVALENT II ci P(631)650-6666
�o ATHROOM 131 i I o
F(631)650-6667
I
;n 7 CLG. H ( 10'-2" x
o C(516)658-0325
of REMODELED € o
BEDROOM #2 - I rrr� .
0. FINAL BATHROOM LAYOUT
7� CLG. HT !� o p' � I i AND FINISHES TO BE
SELECTED BY OWNER - -
0 5' 8"-
LL:
I 5'-O" x
� o
) 2X10 HO - X
8'-2"
�• 2068 > ..a
a 1
.s __
• ATTIC z -.
-: - Arnc
_...- ..._... ACCESS O
10'-3" 6,-3„ I I I I `�
O O o ~u
PROF. (2) 1 j"X1 " L RIDG w i
2668
! �
CXW135 SIMULATED - ")
CASEMENT FOR PROPOSED REMODELED
EGRESS ACTING AS -
WDH EQUIVALENT BEDROOM
1 - I I PROPOSED° MASTER BEDRO `` may,
I 2 2X8 C.
75 CLG. HT i �- - -� r - I N EN C 7� CLG. HT >
v v x
a
158 SQ.FT. I VELUX I VELUX N
00 0D PROP. 2 1 "
- - - 65.8% W/ 7=0" CLG. HT.- - x C04 x C04 3'-$" ( ) "X16
- - NIISKYLIGHTIIN SKYLIGHT - - - - - - - - - - - - - - - W °
Z o LVL RIDGE
LO
5068 SLIDER
.. �- -
_J1 v L - -� - PROPOSED
PROPOSED 2) 2X8 C. �2xe C. CLOSET COLLAR�TIES NG 2@ 116" O)
N 11'-s" CLOSET 1 (V
I 6'- o 0i 0
0
EXISTING 2X10 RAFTERS I-
4Q 12'-5"BELOW 3�BELOW x WITH R-30 BATT z
•
CRAWL SPACE CRAWL SPACE zGYPINSULATION AND " v
SUM BOARD, TYP, V.I.F. -j
O �-
/ X ❑� U Z_ EXISTING CEILING JOISTS
\
CONCEALED cD TO BE REMOVED
/
I
/ / \ ALUMINUM FLASHING ,,N o 0 0
_LJ aw �o
\ AS REQUIRED-TYP. N o z cn z
/ 2x6 C.T 16" O.C. \ Q I '' o'-'f iE}o= W 0 a_
J =W
W WFdUI
WITH R-15 BATT a�v�cnwz�wo
/ (UPPER Ya F ATTIC) \ \ I EXISTING 2X4 FRAMING a a a a a"' 0 0
�'./... `. INSULATION AND � 03 ;W w m
oowa <""
/ PITCH I I PITCH \ GYPSUM BOARD, TYP z cn a L"'-o W o 0
ASPHALT SHINGLES TO �z N wo 0 a v W
4x3 ALUMNIUM GUTTER W/ BE SELECTED OVER 15# LIGHT & VENT CALC. FOR LIGHT & VENT CALC. FOR LIGHT & VENT CALL. FOR 2X8 FLOOR JOISTS 0 F w v r U
3x4 ALUMNIUM LEADER TO ala BUILDING FELT OVER BEDROOM !It BEDROOM #2 MASTER BEDROOM ( o' m°=k m W U
BE SELECTED BY OWNER 2X8 R.R. 2X8 R.R. " CDX SHEATHING 1 MATCH EXISTING SITTING ON EXISTING o �__ o a =O
FLOOR AREA= 158 S.F. FLOOR AREA= 134.3 S.F. FLOOR AREA= 216.5 S.F. FOUNDATION HEIGHT ,. GARAGE SLAB W/ R;-25 W z_'a-'�-M o �_, U H
ON 1"X6" FASCIA BOARD ® 16 O.C. I- I ® 16 O.C. w w 0¢o a N
W/ VENTED SOFFIT GLASS AREA= 7.9 S.F. GLASS AREA= 15.8 S.F. GLASS AREA= 15.8 S.F. BATT INSULATION
B B VENT AREA= 7.5 S.F. VENT AREA= 15.0 S.F. VENT AREA= 15.0 S.F. o w z w m o
- LIGHT= 5.0 % LIGHT= 11.76 % LIGHT= 7.30
VENT= 4.75 % VENT= 11.17 % VENT= 6.93 % 0 F J oo z
Q Q22�5 1z(n 7
O
ZF-��JU NO�H
OU QQ W
R303.1 - R303.1 - o 3:So
LIGHT-EXCEPTION 2 LIGHT-EXCEPTION 2 cW-i N cin o a 0 z o�`�'o
A MIN. OF 6 FOOT A MIN. OF 6 FOOT a=w o z o
S I-CANDLES (65 Ix) OVER CANDLES (65 Ix) OVER xoo�w� cn o v m j
THE AREA OF A ROOM AT THE AREA OF A ROOM AT z`U_o a W o N o m
'"oa: ��oz w�
A HEIGHT OF 30 SECTION A ~ wU� s2wo0
ABOVE HEIGHT
FLOOR INCHES ABOVE THE FLOOR INCHES o U o a z
=Swwww�v=w Q
W U W=W=�W U=N OfSECOND
d
�4VW)O� � Q
1 (fc) = 1(Im) / sq.ft. 1 (fc) = 1(Im) / sq.ft. SCALE: 1/4" = 1'-0"
O a-QO
1 (Ix) = 1 (fc) X 10.76 1 (Ix) = 1 (fc) X 10.76
SCALE: 1/4" = 1'-0" Lux = 1 lumen / sq.m. Lux = 1 lumen / sq.m.
1 Im = 1 (Ix) x area 1 Im = 1 (Ix) x area C) C m
1 Im = 0.001496 WATTS I Im = 0.001496 WATTS
1 led bulb = 800 lumens 1 led bulb = 800 lumens
(8-12w) (8-112w)
BEDROOM 1 MASTER BEDROOM
158 SQ.FT. x 0.093 = 216.5 SQ.FT. x 0.093 =
14.7 SQUARE METERS 20.13 SQUARE METERS
Lumens = 65(1x) X 14.7 Lumens = 65(1x) X 20.13
sq.m. = 955.11 (Im) REQ. sq.m. = 1,308.7 (Im)REQ. F-
z
W
PROVIDE AT LEAST 2 led PROVIDE AT LEAST 2 led
bulbs = 1,600 lumens bulbs = 1,600 lumens U
O
0
z
O
Z U
W �
D H
W Z ~
Q 0 z
04 � w
N N 2"x8" OOF RAFTERS 0
® 16 O.C. (TYP.) rn cV
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TOILET, SINK, TUB- AS HARD WIRED SiMOKE
PROTECTION TO BE PROVIDE HOUR SHALL NOT BE PER 2015 INTERNATIONAL
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2020 RESIDENTIAL CODE OF NYS
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ARGHITEClTS'
TODD O'CONNELL
ARCH I T E C T 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
12 / / \ � 12
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GENERAL CONDITIONS `p_ r
UNLESS OTHERWISE NOTED, GENERALMINIMUM DESIGN DEAD LOADS* AS PER ASCE 7-16
FIREPLACE ASPHALT ROOF SHINGLES 2020 ECC OF NEW YORK STATE - CHAPTER 3 TABLE C3.1 2020 ECC OF NEW YORK STATE (2018 IECC:
CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE TO INSTALLED AS PER SECTION R905.2 OF (2018 IECC) R401.3: PERMANENT CERTIFICATE - SHALL BE
CONSTRUCTION, AIA DOCUMENT-201 gE AS INDICATED ON DRAWINGS. THE 2020 RESIDENTIAL CODE OF NYS =AIR LEAKAGE: COMPONENT LOAD COMPLETED BY THE BUILDER OR REGISTERED DESIGN USE SIMPSON Z-MAX OR HDG CONNECTORS A RC H
4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR WITH ALL SLOPED ROOF SHINGLES SHALL BE -JOINTS, PENETRATIONS, AND ALL (psf) PROFESSIONAL AND POSTED IN THE UTILITY ROOM OR TO INCREASE CORROSION RESISTANCE TODD O'CONNELL
SHALL OBTAIN CERTIFICATE OF " FOR ALL HARDWARE IN CONNECTION f ARCHITECT P.C.
6 DUCT AND DAMPER EACH SIDE FOR GAF-CLASS-A ASPHALT ROOF SHINGLES OTHER SUCH OPENINGS IN THE CEILINGS OTHER APPROVED LOCATION INSIDE THE BUILDING. W ACQ LUMBER.
OCCUPANCY. SUBSTITUTIONS SHOULD A TOTAL RECOVERY CAPACITY OF 150 OR APPROVED EQUAL. SHINGLES SHALL BUILDINGS ENVELOPE THAT ARE ACOUSTICAL FIBER BOARD 1.0
NOT BE MADE WITHOUT WRITTEN CFM MIN. MAINTAIN MAXIMUM 20 CFM BE APPLIED OVER 15# ASPHALT FELT SOURCES OF AIR LEAKAGE MUST BE R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL WALL STUDS ® 16" O.C. TODD O'CONNELL, AIA
AUTHORIZATION BY THE ARCHITECT. THE GYPSUM BOARD (per INCH thickness) 0.55
INFILTRATION THROUGH THE FLUE WHEN WITH GAF-WEATHER-WATCH ICE AND SEALED. BE WEATHER-STRIPPED AND INSULATED TO A LEVEL
PREMISES SHALL BE KEPT REASONABLY NOT IN USE PROVIDE FIREPLACE WATER BARRIER APPLIES AT EAVES, (1/2 INCHES) (2.2) 1z0oVeterans Memorial Highway
-RECESSED LIGHTS MUST BE TYPE 1C EQUIVALENT TO THE INSULATION ON THE SURROUNDING
CLEAN AT ALL TIMES. AT THE OPENING WITH GLASS DOORS TO VALLEYS AND FLASHING. ROOFING RATED AND INSTALLED WITH NO (5/8 INCHES) (2.75) SURFACES. Suite 120
COMPLETION OF WORK, THE CONTRACTOR CONFORM TO THE 2015 IECC. FIREBOX CONTRACTOR TO PROVIDE ALL FLASHING PENETRATIONS, OR TYPE 1C OR NON-1C MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788
SHALL REMOVE ALL WASTE MATERIALS, TO BE COMPLETELY LINED WITH NECESSARY FOR A WATERTIGHT, RATED INSTALLED INSIDE AN SUSPENDED STEEL CHANNEL SYSTEM 2.0 R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE P(631) 650-6666
TOOLS, RUBBISH, ETC., CLEAN GLASS FIREBRICK. PROVIDE MIN. 8" FIREPLACE WEATHERPROOF JOB. ROOFING IS TO BE APPROPRIATE AIR-TIGHT ASSEMBLY WOOD FURRING SUSPENSION SYSTEM 2.5 SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE TO < F(631) 650-6667
AND LEAVE WORK BROOM CLEAN UNLESS WALL THICKNESS WITH 4" NON APPLIED IN STRICT ACCORDANCE WITH WITH 0.5" CLEARANCE FROM 3 AIR CHANGES PER HOUR. C(516)658-0325
OTHERWISE SPECIFIED. THE CONTRACTOR COMBUSTIBLE FIRE STOPPING BETWEEN THE MANUFACTURES SPECIFICATIONS. COMBUSTIBLE MATERIALS AND 3"
SHALL CARRY WORKMAN'S COMBUSTIBLE WOOD FRAME CONTRACTOR SHALL SUPPLY COLOR CLEARANCE FROM INSULATION C 0 V E R I N G S, R 0 0 F, A N D W A L L R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BOTTOM PLATE +y,rsrr", r r
COMPENSATION AND GENERAL LIABILITY BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN RIM ,JOIST t, ," ;1 ; rtrr3f;"
SAMPLES OF THE SHINGLES FOR
CONSTRUCTION. ,.
ASPHALT SHINGLES 2.0
INSURANCE. ALL SHALL COMPLY WITH OWNER'S APPROVAL, PRIOR TO VAPOR RETARDER: ACCORDANCE WITH THE CRITERIA LISTED IN TABLE
STATE AND LOCAL CODES AND FOUNDATION WATERPROOFING INSTALLATION. -REQUIRED ON THE WARM-IN-WINTER GYPSUM SHEATHING, 1/2-in. 2.0 402.4.1.1. WHERE REQUIRED BY CODE OFFICIAL, AN
ORDINANCES. THE CONTRACTOR SHOULD INSTALL TWO LAYERS OF TOWELED ON SIDE OF ALL NON-VENTED FRAMED INSULATION, ROOF BOARDS (per inch thickness) APPROVED THIRD PARTY SHALL INSPECT ALL
FULLY GUARANTEE HIS WORK AND THEFIBERBOARD 1.5 COMPONENTS AND VERIFY COMPLIANCE. `
FIBERGLASS MASTIC. (FED. SPEC. S.S.C. INSULATION CEILINGS, WALLS, AND FLOORS.
WORK OF HIS SUBCONTRACTORS FOR A ALL EXTERIOR WALLS AND ROOFS SHALL PERLITE 0,8 \` t
PERIOD OF ONE YEAR AFTER 153 TYPE-1) MEMBRANE TO BE POLYSTYRENE FOAM 0.2 R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT
CONTINUOUS FROM TOP OF FOUNDATION BE INSULATED WITH KRAFT FACED MATERIALS IDENTIFICATION: URETHANE WITH FOAM FOAM 0.5
COMPLETION OF THE PROJECT UNLESS FIBERGLASS BATT INSULATION BY JOHN -MATERIALS AND EQUIPMENT MUST BE
AND EXTEND TO LAP EDGE OF FOOTING. SHALL BE TESTED AND VERIFIED AS HAVING < 3
�J NOTE:
OTHERWISE SPECIFIED. ALL WORK SHALL MANVILLE OR APPROVED EQUAL, KRAFT INSTALLED IN ACCORDANCE WITH THE PLYWOOD (per 1/8-in. THICKNESS) 0.4 ACH50 IN CZ4A, 5, A6A. TESTING SHALL BE SUB FL00 ALL STRAPPING TO BE
BE PERFORMED IN ACCORDANCE WITH FACE TO BE PLACED TOWARD WARM MANUFACTURER'S INSTALLATION RIGID INSULATION, 1/2-in. 0.75 CONDUCTED BY AN APPROVED THIRD PARTY. FLOOR JOIST INSTALLED AS PER MANUFACTURES
GOOD BUILDING PRACTICES. THE SIDE.UNLESS OTHERWISE NOTED. PROVIDE SILL PLATE SPECIFICATIONS AND NYS CODE
CONTRACTOR SHALL INDEMNIFY AND FIRE BLOCKING INSTRUCTIONS. SKYLIGHT, METAL FRAME, g" WIRE GLASS 8.0 R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING
FIRE BLOCKING SHALL BE PROVIDED, AS 11/2 RIGID FOAM INSULATION ON ALL -MATERIALS AND EQUIPMENT MUST TERMITE SHIEL 16 Ga. STRAP TIES MANUFACTURED
HOLD HARMLESS THE OWNER, WOOD SHEATHING (PER INCH THICKNESS) 3.0 FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. BY SIMPSON STRONG-TIE CONNECTORS
PER SECTION R502.13 OF THE 2020 EXTERIOR FOUNDATION WALLS FROM IDENTIFIED SO THAT THE COMPLIANCE FOUNDATION WALL ,
ARCHITECT, AND THEIR AGENTS AND WATERPROOFING MEMBRANE EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH ODEL No. CS16 OR APPROVED EQUIVALENT.
RESIDENTIAL CODE OF NEW YORK FOOTING TO 6 BELOW FINISHED GRADE CAN BE DETERMINED. G ON THE STUD
STRAP TO HAVE MIN. 12" BEARING EMPLOYEES FROM AND AGAINST ALL STATE, TO CUT OFF ALL CONCEALED UNLESS OTHERWISE SPECIFIED. CARE -MANUFACTURER MANUALS FOR ALL BITUMINOUS, SMOOTH SURFACE 1.5 INTAKE AND EXHAUST PIPES INSTALLED AND WRAP UNDER SILL PLATE IN FOUNDATION.
CLAIMS, DAMAGES, LOSES AND SHOULD BE TAKEN NOT TO DAMAGE INSTALLED HEATING AND COOLING SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 CONTINUOUS TO THE OUTSIDE
EXPENSES, INCLUDING ATTORNEYS FEES DRAFT OPENINGS (BOTH VERTICAL AND II 3"x3"xY2" STL. BEARING PLATE MANUFACTURED
FOUNDATION WATERPROOFING. EQUIPMENT AND SERVICE WATER FLOOR F I L L
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ARISING OUT OF OR RESULTING FROM HORIZONTAL). HEATING EQUIPMENT MUST BE PROVIDED. R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, BY SIMPSON STRONG-TIE CONNECTORS MODEL No.
THE PERFORMANCE OF THE WORK PROVIDE FIRE BLOCKING IN CONCEALED -INSULATION R-VALUES AND GLAZING LEIGHT WEIGHT CONCRETE, PER INCH 8.0 AND FILTER BOXES SHALL BE SEALED. LBPSX OR APPROVED EQUIVALENT
PROVIDED THAT ANY SUCH CLAIM, SPACES OF STUD WALLS AND GLASS WINDOWS AND DOORS U-FACTORS MUST BE CLEARLY MARKED SAND PER INCH 8.0 1\
DAMAGE, LOSS OR EXPENSE (A) IS PARTITIONS, INCLUDING FURRED SPACES R403.3.3: DUCT TESTING - DUCTS SHALL BE TYPICAL %"x12" HOOKED ANCHOR BOLT 04
TO BE INSTALLED AS PER SECTION R308 ON THE BUILDING PLANS OR STONE CONCRETE PER INCH 12.0 "
ATTRIBUTABLE TO BODILY INJURY, AT THE CEILING AND FLOOR LEVELS. PRESSURE TESTED TO DETERMINE AIR LEAKAGE. - ® 3�0 O.C. O
CONCEALED HORIZONTAL FURRED OF THE RESIDENTIAL CODE OF N.Y.S. SPECIFICATIONS. F L O O R S A N D F L 0 0 R F I N I S H E S - W/ 7 MIN. EMBEDMENT INTO CONCRETE z
SICKNESS, DISEASE OR DEATH OR TO EXCEPTION: DUCT LEAKAGE TEST IS NOT
INJURY TO OR DESTRUCTION OF ALL GLASS IS TO BE INSULATED LOW-E - WITHIN 6-12" OF EACH END OF PLATE J U
SPACES SHALL ALSO BE FIRE BLOCKED REQUIRED WHERE THE DUCTS AND AIR HANDLERS ARE
UNLESS OTHERWISE SPECIFIED. GLASS DUCT INSULATION: CERAMIC OR QUARRY TILE (3/4-in.) J
TANGIBLE PROPERTY OTHER THAN THE AT INTERVALS NOT EXCEEDING 10 FEET. 16.0 LOCATED ENTIRELY WITHIN THE BUILDING
( SUBCONTRACTOR SHALL NOT INSTALL -SUPPLY DUCTS IN UNCONDITIONED ON 1/2-in. MORTAR BED cn
WORK ITSELF INCLUDING THE LOSS OR GLASS UNTIL PROPER CLEARANCES ARE ATTICS OR OUTSIDE THE BUILDING MUST THERMAL ENVELOPE. zPLUMBING0 (n
USE RESULTING THERE FROM). (B) IS CONTRACTOR SHALL INSTALL WATER PROVIDED. ALL SLIDING GLASS DOORS, BE INSULATED TO R-8. CERAMIC
1-in. R QUARRY
ARRBED TILE (3/4-in.) 23.0 R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED FOUNDATION STRAPPING DETAIL 0 z
CAUSED IN WHOLE OR IN PART BY ANY WW -RETURN DUCTS IN UNCONDITIONEDON
NEGLIGENT ACT OR OMISSION OF THE SUPPLY AND SANITARY SYSTEM AS / ATTICS OR OUTSIDE THE BUILDING MUST AS DUCTS OR PLENUMS
CONTRACTOR, ANY SUBCONTRACTOR, INDICATED. PROVIDE HOT AND COLD
REQUIRED BY CODE, SHALL BE CONCRETE FILL FINISH (PER INCH THICKNESS). 1.0 SCALE: 1" = 1'-0" z1
INSULATED TEMPERED GLASS. ALL GLASS BE INSULATED TO R-4. '�'v� o 00
ANYONE DIRECTLY OR INDIRECTLY SHUT-OFF VALVES AT ALL FIXTURES. HARDWOOD FLOORING, 7/7-in. 4.0 R403.4: MECHANICAL SYSTEM PIPING INSULATION - �woz Nz
ALL WATER PIPING TO HAVE CLEANOUTS DOORS AND WINDOWS SHALL BE -SUPPLY DUCTS IN UNCONDITIONED CARRYING FLUIDS >105•F OR <55•F INSULATE TO R-3 ' Hz- >-, WF
EMPLOYED BY ANY OF THEM, OR INSTALLED IN STRICT ACCORDANCE WITH SPACES MUST BE INSULATED TO R-8. LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 oU�0oJ
ANYONE FOR WHOSE ACTS ANY OF THEM AT ALL CHANGES OF DIRECTION AND AT THE MANUFACTURES SPECIFICATIONS. -RETURN DUCTS IN UNCONDITIONED MIN. w moo=~= W oO
MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 �
MAY BE LIABLE REGARDLESS OF BASE OF VERTICAL WASTES. USE 4" aWaaa`n moo,
ALL WINDOWS ARE TO BE CAULKED AND SPACES (EXCEPT BASEMENTS) MUST BE WirN
WHETHER OR NOT IT IS CAUSED IN PART CAST IRON THROUGH FOUNDATION WALL SLATE (PER mm THICKNESS) 15.0 R403.6: MECHANICAL VENTILATION - THE BUILDING USE SIMPSON Z-MAX OR HDG CONNECTORS it��=N W o
.. SEALED AS PER 2015 IECC INSULATED TO R-2. SHALL BE PROVIDED WITH VENTILATION THAT MEETS TO INCREASE CORROSION RESISTANCE a W~ z-Wo
BY A PARTY INDEMNIFIED HEREUNDER. PITCHED MIN. 1/8 PER FOOT. SOLID FLAT TILE ON 1-in. MORTAR BASE 23.0 0-LQ �oa� m
REQUIREMENTS. PROVIDE FLASHING PANS -INSULATION IS NOT REQUIRED ON FOR ALL HARDWARE IN CONNECTION owe <000f
ALL MATERIALS, ASSEMBLIES, AND TRAP/WASTE SIZES FOR FIXTURES SHALL
UNDER ALL SLIDER, DOORS, AND RETURN DUCTS IN BASEMENTS. SUBFLOORING, 3/4-in. 3.0 THE REQUIREMENTS OF IRC IMC. z�,aW ;E O uj p
METHOD OF CONSTRUCTION INCLUDING BE AS FOLLOWS: THE MECHANICAL VENTILATION RATE SHALL BE W ACQ LUMBER. �wrnozo�rna�c�i Y
WINDOWS WITHIN A 6" OF AN EXTERIOR 12-in. 16-in. v� w� i-W w
BUT NOT LIMITED TO FORM-WORK, DISH WASHER 1 1/2 FLOORS, WOOD JOIST (no plaster) NO GREATER THAN o��m��� }wo v
SURFACE. ALL EXTERIOR DOORS ARE TO DUCT CONSTRUCTION: O.C. O.C. o o=��°'&
KITCHEN SINK 1 1 2 ( ) ) 7 > (# ) froJoo-� wc,
BLOCK-WORK, FRAMING, NAILING, JOIST SIZES In. LB FrZ Le i rz 0.01 X CFA + 7.5 X OF BEDROOMS + 1 PROVIDE HOLD DOWNS AT -.lm, _-, U, 0
/ BE FULLY WEATHER-STRIPPED. PROVIDE -ALL JOINTS, SEAMS, AND W z aJ��� v�--
PLACING OF CONCRETE, ETC. ARE TO BE *CFA = CONDITIONED FLOOR AREA ALL CORNERS AND BOTH ��aaQ��
LAVATORY 1 1/4" ALL SCREENS AND HARDWARE AS CONNECTIONS MUST BE SECURELY 2x6 6 5
CAREFULLY SUPERVISED BY THE SIDES OF OPENINGS 6' o=a,-zu W z w�
SHOWER 2" REQUIRED. ALL GLASS IS TO BE FREE OF FASTENED WITH WELDS, GASKETS, o"-WU-a mo
CONTRACTOR TO BE SURE THEY ARE IN 2x8 6 6 R403.7: EQUIPMENT SIZING - PER ACCA MANUEL S, OR GREATER IN WIDTH z ww�wZ���� 0
ACCORDANCE WITH THE DRAWINGS, TOILET 3 SCRATCHES AND IMPERFECTIONS AND MASTICS (ADHESIVES), BASED ON LOADS CALCULATED PER ACOA MANUEL J. 2C T W O Oo Zo
ALL SYSTEMS TO HAVE ONE 3 MAIN GUARANTEED BY THE MANUFACTURER MASTIC-PLUS-EMBEDDED-FABRIC, OR 2x10 7 6 Z��o ��WO _j
SPECIFICATIONS, APPLICABLE CODES AND oU aa�,, -'E
VENT STACK INCREASED TO 4" THROUGH FOR A PERIOD OF NO LESS THAN 5 TAPES. DUCT TAPE IS NOT PERMITTED. 2x12 8 7 a =„�oWNON
GOOD PRACTICE. DEVIATIONS FROM THE YEARS. ALL WINDOWS TO BE ANDERSEN EXCEPTION: CONTINUOUSLY WELDED R404.1: LIGHTING - A MINIMUM OF 75� OF c��i.,= cn F a�
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DRAWINGS AND SPECIFICATIONS WILL NOT THE ROOF. PROVIDE FROST PROOF FRAME PARTITION S sf PERMANENTLY INSTALLED FIXTURES MUST HAVE OUBLE 2X STUD gao z=Zo�x`'
HOSE-BIBS AS INDICATED ON PLANS UNLESS INDICATED OTHERWISE. AND LOCKING-TYPE LONGITUDINAL cON��oac°- o0
BE PERMITTED WITHOUT WRITTEN JOINTS AND SEAMS ON DUCTS WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES g,p HIGH-EFFICANCY LAMPS. o vW°i�j5za La-Z�
AUTHORIZATION OF THE ARCHITECT. THE WITH EASILY ACCESSIBLE DRAIN LOW-VOLTAGE LIGHTING EXEMPT ow
CONTRACTOR SHALL BE RESPONSIBLE DRAIN-COCKS. THE WATER SUPPLY AND OPERATING AT LESS THAN 2 w.g. (500 WOOD STUDS, 2x4, UNPLASTERED 4.0
SEWAGE DISPOSAL SYSTEM SHALL ) IMPSON HDU5-SDS2.5 '�o�� �' �� �
oz w�
o�oaow�-oN�U m
PA. FRAME WALLS 0
FOR THE SHOP DRAWINGS WHICH MAY -DUCTS SHALL BE SUPPORTED EVERY ocN``i�w� L��a
BE NEEDED. ALL DIMENSIONS AND COMPLY TO THE APPLICABLE COUNTY EXTERIOR STUD WALLS: =sw�W��=W Q
CONDITIONS ARE TO BE FIELD VERIFIED. DEPARTMENT OF HEALTH STANDARDS 10 FEET OR IN ACCORDANCE WITH THE w2�wFWr=wa��`n CK
CONTRACTOR TO REMOVE & RELOCATE AND REGULATIONS. APPROVAL OF ALL MANUFACTURER'S INSTRUCTIONS. 2x4 @ 16-in., 5/8-in. GYPSUM, 11.0 F-QN O�o n.(n QO� p
PLUMBING MUST BE OBTAINED FROM PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR INSULATED, 3/8-in. SIDING HURRICANE ANCHORS MANUFACTURED BY
1O II
AS REQUIRED ALL EXISTING WORK WHICH USP CONNECTORS MODEL No. TMU26,TMU210
INTERFERES WITH NEW CONSTRUCTION. APPROPRIATE LOCAL AUTHORITIES PRIOR THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A OR APPROVED EQUIVALENT AT EVERY II
2x6 ® 16-in., 5/8-in. GYPSUM, U U
TO CONCEALMENT. PRIOR TO ORDERING CONVENIENCE OF THE PAINTING VAPOR RETARDER. 12.0 RAFTER TO RIDGE CONNECTION WHEN
CONTRACTOR SHALL SUPPLY CUTS OF CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE INSULATED, 3/8-in. SIDING RAFTERS DO NOT ALIGN a . II IN 12"KED ANCHOR BOLT m
FIXTURES FOR OWNERS APPROVAL. IN INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 MIN 12"FOUNDPENETATION
HURRICANE ANCHORS MANUFACTURED BY a INTO FOUND/4T10N
THE EVENT THAT THE OWNER CHANGES, REQUIRED FOR VARIOUS SURFACES. IT IS -THE HVAC SYSTEM MUST PROVIDE A WINDOWS, GLASS, FRAME AND SASH 8.0 USP CONNECTORS MODEL No. ST22
THE CONTRACTOR SHALL CREDIT THE THE INTENT OF THESE SPECIFICATIONS MEANS FOR BALANCING AIR AND WATER CLAY BRICK WYTHES: OR APPROVED EQUIVALENT AT EVERY OOF RAFTERS
OWNER FOR THE FULL SUBCONTRACTORS TO PROVIDE A COMPLETE FINISH. ALL SYSTEMS. RAFTER TO RIDGE CONNECTION
COST FOR THE CHANGED UNIT. PAINTED SURFACES MUST BE FULLY 8 �N 79.0 WHEN RAFTERS ALIGN
SITE WORK COVERED IN A UNIFORM MANNER TO BE TEMPERATURE CONTROLS: 12 IN 115.0 N
STAKEOUT IS TO BE PERFORMED BY A HVAC ACCEPTABLE. -EACH DWELLING UNIT HAS AT LEAST 16 IN 155.0 RIDGE z
LICENSED SURVEYOR. STAKING AND SYSTEM TO BE DESIGNED BY OTHERS. INTERIOR WOOD SURFACES-APPLY TO ONE THERMOSTAT CAPABLE OF w
LAYOUT ARE TO ESTABLISH ALL LINES PROVIDE PROPER SUPPLY TO ALL LIGHTLY SANDED SURFACES, WALLS, AUTOMATICALLY ADJUSTING THE SPACE WYTHES THICKNESS (IN INCHES) 6 8 10
ROOAND BENCHMARKS. VERIFY ALL GIVEN AND LOCAL 0 AL CONFORM WITH ALL STATE COAT
WOOD FILLERRIM, AND BASES,OR STAIN AND TWO LARGEST ZONE.TURE
POINT OF THE 12
DENSITY OF UNIT (105 PCF) 0
DATA ON DRAWINGS. IN CASE OF NO GROUT 22.0 24.0 31.0 37.0 43.0 ANCHOR BOLT DETAIL
DISCREPANCY, RECEIVE CLARIFICATION COATS MCKLUSKY'S EGGSHELL FINISH zz
NON-YELLOWING POLYURETHANE. ELECTRIC SYSTEMS: GROUT SPACING SCALE: 1 = 1'-0"FROM ARCHITECT PRIOR TO PROCEEDING. GYPSUM BOARD- MINIMUM ONE COAT -SEPARATE ELECTRIC METERS ARE 48 IN. O.C. ) 29.0 38.0 47.0 55.0 z c~�
EXCAVATE AND BACK FILL FOR WORK w
INDICATED ON DRAWINGS. STOCKPILE PRIMER AND TWO COATS FLAT PAINT. REQUIRED FOR EACH DWELLING UNIT. 40 IN. O.C. 30.0 40.0 49.0 57.0 g
EXTERIOR WOOD SURFACES- TWO COATS 32 IN. O.C. 32.0 42.0 52.0 61.0 0 �-
TOPSOIL OBTAINED FROM STRIPPING EXTERIOR GRADE STAIN. FIREPLACES: 24 IN. O.C. 34.0 46.0 57.0 67.0 w Z
DRIVEWAY AND BUILDING SITE. EXTERIOR EXPOSED METAL- MINIMUM -FIREPLACES MUST BE INSTALLED WITH 16 IN. 0. C. 140.0 53.0 66.0 79.0 Q 0 0
STOCKPILE ALL EXCAVATED MATERIAL. TIGHT FITTING NON-COMBUSTABLE FULL GROUT 5.0 75.0 95.0 115.0
NEW AND EXISTING BACK FILL MATERIAL FRAMING AND ROUGH CARPENTRY ONE COAT ZINC CHROMATE AND TWO FIREPLACE DOORS
AND TOPSOIL ARE TO BE FREE OF JOISTS RAFTERS AND STUDS SHALL BE COATS EXTERIOR ENAMEL. DENSITY OF UNIT (125 PCF)- SEE ASCE STANDARD - MINIMUM DESIGN c•1 c14
CONSTRUCTION GRADE DOUGLAS ALL MATERIAL SHALL BE OF BEST -FIREPLACES MUST BE PROVIDED WITH DENSITY OF UNIT 135 PCF LOAD FOR BUILDING STRUCTURES AND c��1 �
WEEDS, TREE ROOTS, ROCKS AND ( ) N
FIR-SOUTH SELECT STRUCTURAL. ALL QUALITY PITTSBURGH PRATT & A SOURCE OR COMBUSTION AIR AS different dead load OTHER STRUCTURES -ASCE?-16 0 Q
DEBRIS. ALL SURPLUS MATERIAL THAT IS ' \ \ 0
UNSUITABLE FOR BACK FILL MATERIAL WOOD SILLS AND WOOD IN CONTACT LAMBERT, DUTCH BOY. CABOTS, REQUIRED BY THE FIREPLACE values for differ (PCF) rn N
SHALL BE REMOVED FROM THE SITE. WITH MASONRY SHALL BE ACQ. ALL MCKLUSKYS, OR APPROVED EQUAL. CONSTRUCTION PROVISIONS OF THE SOLID CONCRETE MASONRY UNIT WYTHES: RIDGE STRAPPING DETAIL 0
PROTECT ALL TREES WITHIN EIGHT FEET EXTERIOR SHEATHING SHALL BE 1/2 CDX CONTRACTOR IS TO PROVIDE SAMPLES BUILDING CODE OF NEW YORK STATE, WYTHES THICKNESS (IN mm) 4 6 8 10
OF ALL PAINTS AND STAINS FOR THE RESIDENTIAL CODE OF NEW YORK SCALE: 3/4" = 1'-0" >
OF THE BUILDING. PROPER APPROVALS DOUGLAS FIR PLYWOOD. SUB-FLOORS TO 12
STATE OR THE NEW YORK CITY BUILDING
MUST BE OBTAINED BEFORE COVERING BE 3/4" CDX PLYWOOD EXTERIOR ARCHITECT'S AND/OR OWNERS Y 32.0 600 69.0 87.0 105.0 w
ANY EXCAVATED WORK. SHEATHING TO BE COVERED WITH APPROVAL. CODE, AS APPLICABLE. B�a�I�Y S� d�i� ���55 ���� 38.0 60.0 1.0 02.0 124.0 HURRICANE ANCHORS MANUFACTURED BY
DENSITY OF UNIT (135 PCF) 41.0 P4.0 87.0 110.0 133.0 SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A
"TYVEK" HOUSE WRAP OR APPROVED SERVICE WATER HEATING: * OR APPROVED EQUIVALENT AT EVERY
CONCRETE BLOCK EQUAL. BLOCK STUD WALLS AT 1 2 GYPSUM WALL BOARD WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR RAFTER TO PLATE CONNECTION BOTH SIDES WHEN
/ INSTALLED AS PER SECTION R702.3.2. -WATER HEATERS WITH VERTICAL PIPE PLASTER ADD 5 Ib ft2 FOR EACH FACE PLASTERED. VALUES AFTERS DO NOT ALIGN WITH STUDS
ALL CONCRETE BLOCK IS TO HAVE STORY HEIGHTS AND AT ALL /
RISERS MUST HAVE A HEAT TRAP ON
"DUR-O-WALL" REINFORCING EVERY UNSUPPORTED EDGES OF PLYWOOD. THROUGH R702.3.6 OF THE 2020 GIVEN REPRESENT AVERAGES. IN SOME CASES THERE IS A
RESIDENTIAL CODE OF NYS. GYPSUM BOTH THE INLET AND THE OUTLET CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION.
THIRD COURSE. FILL TOP COURSE SOLID. PROVIDE SOLID BLOCKING AND DIAGONAL WALLBOARD APPLICATION SHALL BE UNLESS THE WATER HEATER HAS AN W
MORTAR MIX TO BE ONE PART BRACING OF FLOOR JOISTS AT 8' O.C. INTEGRAL HEAT TRAP OR IS PART OF A z U UJ
TAPE JOINT SYSTEM. ALL GYPSUM
PORTLAND CEMENT, ONE PART LIME MAXIMUM AND SOLID BLOCKING UNDER ,� CIRCULATING SYSTEM. 1j" MIN. EDGE SIMPSON STRONG-TIE CONNECTOR �
PUTTY, AND SIX PARTS SAND, OR ONE BOARD TO BE 1/2 ON WALLS AND 1/2 DL. #H7Z TO BE USED WHEN O 0)
ALL UNSUPPORTED EDGES OF PLYWOOD. -INSULATE CIRCULATING HOT WATER DIFFERENCE RAFTER ALIGNS WITH STUD
PART MASONRY CEMENT AND THREE - Z Q
ON CEILINGS UNLESS OTHERWISE _
ALL CAP PLATES TO BE DOUBLED AND PIPES TO THE LEVELS ON TABLE 1. � (n
PARTS SAND. NAILED BOTTOM CAP PLATED TO END OF INDICATED. FINISH JOINTS, J-BEADS. USE A MINIMUM OF TWO 8d
STUDS. LAP CAP PLATES AT CORNERS. NAIL DIMPLES, CORNERS AND EDGES CIRCULATING HOT WATER SYSTEMS: NAILS THIS SIDE WITH A
CONCRETE WHERE FLUSH FRAMING OCCURS, USE SHALL BE TAPED AND RECEIVE THREE -INSULATE CIRCULATING HOT WATER TOTAL OF FOUR INTO RAFTE I j �J>_
NO CONCRETE OR MASONRY WORK COATS OF JOINT COMPOUND. ALLOW 24 I ,
MIN. 16GA SHEET METAL JOIST HANGERS PIPES TO THE LEVELS ON TABLE 1. , z Z
SHALL BE DONE DURING TEMPERATURES BY "TECO" OR APPROVED EQUAL. ALL HOURS TO DRY BETWEEN COATS. FINAL ° ° I ��
OF 40 DEGREES F. AND FALLING. NO COAT TO BE SANDED SMOOTH. METAL " `• ° ® ° °� ° ROOF RAFTER I �I\
CONCRETE SHALL BE PLACED ON CORNERS TO BE MINIMUM 3/2X4 STUDS. CORNER BEAD TO BE USED ON ALL HEATING AND COOLING PIPING 5/8 x12 STEEL ANCHOR ° DOUBLE TOP PLATE I i j ^
- I � O Wz�
HEADERS SHALL BE MINIMUM 2/2X6 OUTSIDE CORNERS AND AROUND ALL INSULATION: BOLTS AT 3 0 O.C. MAX. I I U ry
FROZEN SURFACES. NO ADDITIVES SHALL -HVAC PIPING CONVEYING FLUIDS I I I I D___I
BE ALLOWED WITHOUT WRITTEN UNLESS NOTED ON PLANS. MINIMUM OPENINGS. MIN EMBEDMENT OF 7 I
PERMISSION OF THE ARCHITECT ALL BEARING FOR STUDS, JOISTS AND BEAMS ABOVE 105•F OR CHILLED FLUIDS BELOW , 0
SHALL BE 3 1 2". USE DOUBLE JACK ELECTRICAL 55•F MUST BE INSULATED TO THE ; STUD PLATE TIES MANUFACTURED BY SIMPSON w 0=
CONCRETE IS TO BE MIN. 3,500 P.S.I. / LEVELS IN TABLE 2. SEE PLA Q
STUDS FOR HEADERS OVER FIVE FEET IN STRONG-TIE CONNECTORS MODEL No. RSP4
AT 28 DAYS & 4,000 PSI FOR GARAGE ALL WORK SHALL COMPLY WITH THE �� I`� �� OR APPROVED EQUIVALENT AT EVERY STUD Q ry
LENGTH. NATIONAL ELECTRICAL CODE AND ALL a \
SLAB. PROVIDE ALL SLEEVES AND � I TO PLATE CONNECTION WHEN RAFTERS DO NOT � O
FOUNDATION VENTS AS REQUIRED BY STATE, LOCAL, AND UTILITY COMPANY �� ALIGN WITH STUD Q �
NYS CODE. UNLESS INDICATED, ALL CODES AND REGULATIONS. ALL CIRCUITS ) I Q a 0
FOUNDATION FOOTINGS ARE TO BE A SHALL BE MINIMUM 15 AMP. POWER
NOTE: ALL NON-ENGINEERED LUMBER TO WIRING SHALL BE MINIMUM 14 AWG. „
MIN. 8" DEEP PROJECTING 6" ON EACH BE DOUGLAS FIR 2 OR BETTER STUDS ® 16 O.C.
SIDE OF THE FOUNDATION WALL. # CONVENIENCE OUTLETS SHALL BE 4
PROVIDE TWO #4 DEFORMED BARS LOCATED 12" ABOVE FINISHED FLOOR
CONTINUOUS IN THE FOOTING. ALL 4" UNLESS OTHERWISE INDICATED,ALL
THICK CONCRETE SLABS TO HAVE 6X6 SWITCHED TO BE LOCATED 36 ABOVE ° TWO 8d NAILS
10/10 WELDED WIRE REINFORCING. THE FINISHED FLOOR UNLESS OTHERWISE INTO PLATES
ANCHOR BOLTS IN CONCRETE SHALL BE INDICATED. SUPPLY RECOMMENDED
LAMPS IN ALL FIXTURES. IGHT 8d NAI o p m
HOOKED 5/8 X 12 AT MAX. 3 O.C. LS c1 \ 0 �
INTO STUDSz Z
Q N Q C �
PROVIDE BITUMEN EXPANSION JOINTS civ
WALLS.
SLABS AND FOUNDATION ANCHOR BOLT DETAIL ROOF STRAPPING DETAIL a- _z
SCALE: 3/4" = 1'-0" _ w <
/ SCALE: 3/4" = 1' 0" O o < o
TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS 4
_
TABLE R602.3(1) TABLE R602.3(1)
BEARING WALLS
NON-BEARING WALLS
FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN
NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS STUD SIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, PLU SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY A„ "E'iH'j f c f'S
UNSUPPORTED UNSUPPORTED ""'
ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER °'b'c INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY ROOF-CEILING ASSEMBLY 0 PLUS A ROOF-CEILING SUPPORTING TWO SUPPORTING -TODD O'CONNELL
ROOF EDGES h SUPPORTS c,e (INCHES) a STUD HEIGHT STUD HEIGHT R C H I T E C T P.C.
(INCHES) (INCHES) HEIGHT (FEET) OR A HABITABLE ATTIC A HABITABLE ATTIC ASSEMBLYASSEMBLY OR A HABITABLE ONE FLOOR HEIGHT ° (INCHES)
9 (FEET) ° (FEET)
4-8d BOX (2 "X0.113") OR WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL ISHEATHING TO ASSEMBLY, ONLY (INCHES) (INCHES) ATTIC ASSEMBLY (INCHES)
BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-8d COMMON (2 J4"X0.131"); OR
1 TOE NAIL FRAMING [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING) TODD O'CONNELL, AIA
TO TOP PLATE 3-10d BOX (2 Y2"X0.128"); OR6d COMMON (2 ) NAIL (SUBFLOOR, WALL)
3-3"X0.131" NAILSf
30 �" - J4" 8d COMMON (2 )4"X0.131")NAIL (roof); or 6 12
1200 Veterans Memorial Highway
RSRS-01 2 " X 0.113" nail roof Suite 120
4-8d BOX (2 J"X0.113") OR 8d COMMON NAIL (2 Y2"X0.131"); or RSRS-01; f Hauppauge,NY 11788
2 CEILING JOISTS TO TOP PLATE 3-8d COMMON (2 Y2"X0.131"); OR PER JOIST, TOE NAIL 31 i 2" - 1" (2 %" X 0.113") nail (roof) 6 12
3-10d BOX (2 Yz"X0.128"); OR 10d COMMON 3 X0.148" NAIL; OR 6 12 FP(631)650-6666
(631)650-6667
3-3"X0.131" NAILS 32 1 )y" - 1 Y4" Sd (2 J4"X0.131") DEFORMED NAIL
CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-10d BOX (3"X0.128") OR
3 Y2"X0.162' ; OR OTHER WALL SHEATHING
3 LAPS OVER PARTITIONS 3-16d COMMON
(see Section R802.5.2 and Table 802.5.2) 4-3"X0.131" NAILS ) FACE NAIL 33 J4" STRUCTURAL CELLULOSIC FIBERBOARD 1 YM GALVANIZED ROOFING NAIL, itis" HEAD 3 6 _•,_
(516)658-0325
SHEATHING DIAMETER, OR 1 Ya LONG 16 ga. STAPLE WITH
3f6"fe" or 1" CROWN 2X4 10 24c 16a 24 10 16
--
CEILING JOIST ATTACHED TO PARALLEL RAFTER TABLE R802.5.2 34 2%2z STRUCTURAL CELLULOSIC FIBERBOARD 1 -Y4" GALVANIZED ROOFING NAIL. TA46" HEADPLE WITH 3 6 2X6 10 24 24 16 24 20 24 �,f l+�,f�t�jfiiifrl=�`�T
4 (HEEL JOINT) (see Section R802.5.2. and Table R802.5.2) FACE NAIL DIAMETER, OR 1 Y2" LONG 16 go. STA
SHEATHING Vis" OR 1" CROWN
FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8mm
1 GALVANIZED ROOFING NAIL; STAPLE
4-10d BOX 3"xo.12s^ OR d 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 SIDE OR
( ) 35 J4" GYPSUM SHEATHING GALVANIZED, 1 Y2" LONG; 1 Y" SCREWS, 7 7
5 COLLAR TIE TO RAFTER, FACE NAIL OR 1 Y4" X 20ga. 3-10d COMMON (3 J4"X0.148"); 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 WHERE IN
RIDGE STRAP TO RAFTER 4-3"x0.131" NAILS FACE NAIL EACH RAFTER d 1 N'4" GALVANIZED ROOFING NAIL; STAPLE COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.
36 %" GYPSUM SHEATHING GALVANIZED, 1 %" SCREWS, TYPE W OR S 7 7 b. SHALL NOT BE USED IN EXTERIOR WALLS ,
. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET THE WALL STUDS SHALL BE INCREASED TO 2X6 OR
3-16d BOX NAIS (3 �"X0.135") OR 2 TOE NAILS ON ONE SIDE WOOD STRUSTRUAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING c
3-1Od COMMONLNAILS (3"x0.148"); OR AND I TOE NAIL ON OPPOSITE THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.
6 RAFTER OR ROOF TRUSS TO PLATE 4-10d BOX (3"X0.128^), OR 37 )41" AND LESS 6d DEFORMED (2"X0.120") NAIL; OR
TRUSS F EACH RAFTER OR8d COMMON (2 J4"X0.131") NAIL 6 12 f,
4-3"X0.131" NAILS 1 `J7
8d COMMON (2"x0.131") NAIL; OR TABLE R602.10.4- BRACING METHODS
4-16d (3 }"X0.135") OR 38 �ifj" - 1" 8d DEFORMED (2 Y2"X0.120") NAIL 6 12h' '
CONNECTION CRITERIA
3-10d COMMON (3"X0.148"); OR TOE NAIL
4-10d BOX (3"x0.128" ; OR 10d COMMON (3"X0.148") NAIL; OR METHODS, MATERIAL MINIMUM THICKESS FIGURE /!
) 39 1 )y" - 1 Y4" 8d DEFORMED 2 s 12 FASTENERS SPACING
7 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR 4-3"X0.131" NAILS ( Y2"X0.120") NAIL
ROOF RAFTERS TO MINIMUM 2" RIDGE BEAM FOR SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 MILE PER HOUR = 0.447 m/s; 1 ksi = 6.895 MPa R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN
3-16d BOX (3 �"X0.135") OR EXTERIOR SHEATHING PER
TABLE R602.3 (3) 6" EDGES 12" FIELD WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED
2-16d COMMON (3 X"X0.162"); OR TOE NAIL OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE
3-10d BOX (3"X0.128"); OR a. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CS-WSP 3/8" LARGE MISSILE TEST OF ASTM E 1996 AND ASTM E 1886 AS MODIFIED IN SECTION
3-3"X0.131" NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.192 INCH (20d COMMON CONTINUOUSLY SHEATHED L0
WALL NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL
VARIES BY FASTENER
INCH OR LESS. TABLE R602.3 (1) or R6o2.3 (2) MEET THE REQUIREMENTS OF AN IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. (SEE p)
16d COMMON (3 J4"X0.162") 24" O.C. FACE NAIL U)b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16-INCH ON DIAMETER CROWN WIDTH.
8 STUD TO STUD (NOT AT BRACED WALL PANELS) 10d (3"X0.128"); OR C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. O TABLE BELOW) I�
E
16" O.C. FACE NAIL d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. _ (V
3"x0.131") NAILS EXCEPTION:
e. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3 (2). 6i O
t6d BOX (3 JTZ"X0.135"); OR f. WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END 2 CS-Gb'O WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN 16 INCH AND A SPAN Z
STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131" NAILS 12" O.C. FACE NAIL WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR CONTINUOUSLY SHEATHED 3 SEE METHOD CS-WSP SEE METHOD CS-WSP OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS <
9 CORNERS (AT BRACED WALL PANELS) ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH DISTANCE FROM WOOD STRUCTURAL PANEL /8 SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING U
Z
16d COMMON (3 X"X0.162") 16" O.C. FACE NAIL RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. ADJACENT TO GARAGE _J J
g. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL OPENINGS CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS
16d COMMON (3 YZ"x0.162") 16" O.C. EACH EDGE FACE NAIL CONFORM TO ASTM C 208. Q REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT N
10 BUILT-UP HEADER (2" TO 2" HEADER WITH Y2" SPACER) h. SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND w HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONET AND O }-
16d BOX (3 Y2"X0.135") 12" O.C. EACH EDGE FACE NAIL AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING =
MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT N CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE 7, U Z
5-8d BOX (2 X"X0.113"); OR BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID cn WITH THE PERMANENT CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND
4-8d COMMON (2 Y2"X0.131"); OR BLOCKING. D
11 CONTINUOUS HEADER TO STUD TOE NAIL CS-PF
4-10d BOX (3"X0.128" i WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE , PROVIDE TWO TOE NAILS ON ONE CONTINUOUSLY SHEATHED 7 " SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH
SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE Z PORTAL FRAME �6 TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET w o 00
16d COMMON (3 J4"X0.162") 16" O.C. FACE NAIL SIDE OF THE RATER SHALL NOT BE REQUIRED. OR LESS WHERE THE ULTIMATE DESIGN WIND SPEED, IS 180 MPH OR LESS. �Cpw<W (nz
wo
12 TOP PLATE TO TOP PLATE 10d BOX (3"X0.128"); OR O m z p>m W w
3"X0.131") NAILS 12" O.C. FACE NAIL U _ ¢ o a
TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES 1 J4" long X 0.12 dia. w�oo = w g
8-16d COMMON (3 J"X0.162"); OR FACE NAIL ON EACH SIDE OF a.b.c.d.e.f.a.h ,s 25 r� (for Y2" thick sheathing) TABLE R301 .2.1 .2: WINDBORNE DEBRIS PROTECTION FASTENING <<z<EnNiroo0
12-16d BOX (3 )4"X0.135"); OR END JOINT (MINIMUM 24" LAP FROM WIND ASD POUNDS PER CONNECTION Y2 or /32 for 134" long X 0.12 dia. w=
13 DOUBLE TOP PLATE SPLICE 12-10d BOX (3"X0.128"); OR SPLICE LENGTH EACH SIDE OF CS-SFBd 3" EDGES 6" FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS r� rnw fraf
12-3"X0.131" NAILS END JOINT) EXPOSURE B CONTINUOUSLY SHEATHED maximum 16 w a 0 3 <- w m
�� (for 2V32" thick sheathing) a o z�'W 0
STRUCTURAL FIBERBOARD galvanized roofing nails or Sd common FASTENER SPACING N o
ULTIMATE DESIGN WIND SPEED Vult (mph) stud spacing (z J4" long X 0.131" dia.) nails W�aWJF_o� o p
RAFTER OR ROOF SPAN ow- t-w w Y
LFASTENER TYPE 4 FOOT 6 FOOT 5 zrnoo rna�0
130 mph 140 mph PANEL SPAN < PANEL SPAN < PANEL SPAN o �m0�WF_m0 U
TRUSS SPACING (FEET) o 1:1:>
�=H w U
ROOF PITCH ROOF PITCH FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8mm, 1 degree = 0.0175 rad, 1 pound per square foot=47.8 N/m2, 1 mile per hour = 0.447 <4 FOOT <_ 6 FOOT < 8 FOOT w zRa J0-o WN U O
16d COMMON (3 )4"X0.162") 16" O.C. FACE NAIL <5:12 >5:12 <5:12 >5:12 m/s' 0 1 2 NO. 8 WOOD SCREW BASED wwV¢o¢(nuji=
BOTTOM PLATE TO JOINT, RIM JOIST, BAND JOIST OR a. Adhesive attachment of wall sheathing including Method GB, shall not be permitted in Seismic Design Categories C, D , D and D ANCHOR WITH 2 INCH �(n�Q"ww mo
14 BLOCKING (NOT AT BRACED WALL PANELS) 16d BOX (3 Yz"X0.135"); OR 12" O.C. FACE NAIL 12 95 88 122 113 b. Applies 110 panels next to garage door opening w�lere supporting gable end WaII Or roof load only. Shall only be used on One wall of EMBEDMENT LENGTH 16 10 8 QwwHwz�M-
3"x0.137") NAILS 18 122 112 157 146 the garage. In Seismic Design Categories D D and D roof covering dead load shall not exceed 3 � o zz
9 9 9 9 9 psf. 0 0�Jo 0
24 149 137 192 178 z J J N 0 J 0
3-16d BOX (3 YZ"X0.135"); OR 3 EACH 16" O.C. FACE NAIL c. Garage openings adjacent to a Method CS-G panel shall be provided with a header in accordance with Table R602.5 (1). A full height NO, 10 WOOD SCREW o0�¢¢�w JF
_ EACH 28 167 153 216 200 F i r (1:
15
BOTTOM
OKNG (ATETO BRAC�DNWALL PANELS)IM d.
JOIST OR 4-36XO�OMMNAILS X0.162"); OR 4 EACH 16" O.C. FACE NAIL D.C. FACE NAIL 12" O.C. 32 185 170 240 222 Clear opening shall not be permitted to a Method CS-G panel. 0 1 2 BASED ANCHOR WITH 2 16 12 9 2wWw�,NowV)Qw
d. Method CS-SFB does not I in Seismic Design Categories D , D D JrFoV0F
36 203 186 264 244 pp y g g o 2 INCH EMBEDMENT LENGTH �°-0 _Z=zo;oW
4-8d BOX 2 x0.173 oR 42 230 211 300 278 e. Method applies to detached one and two-family dwellings in Seismic Design Categories D through D only. w w -Qo zwo
a worn rz�
¢vi}
3-16d BOX (3 (2X0.135"); ); 48 258 236 336 311 Y4 INCH LAG SCREW BASED �;o 069 a n owm j=
4-8d COMMON (2 Y2"X0.131"); OR TOE NAIL 12 126 117 162 150 TABLE R602.10.5 ANCHOR WITH 2 INCH 16 16 16 MOXEMWofOOW °�
4-10d BOX (3"xo.128^); OR 18 162 149 209 194 MINIMUM LENGTH OF BRACED WALL PANELS UNNow ¢ a
16 TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131 NAILS 24 198 182 255 237 EMBEDMENT LENGTH ¢ ,ao
( J" ) 28 222 203 287 266 w w o v
-_ o
3-16d BOX 3 X0.135" ; OR 0,W W� a
2-16d COMMON (3 Y2"X0.162"); OR END NAIL 16" O.C. METHOD MINIMUM LENGTH o-
=SwrnwOf Q
32 246 226 319 295 w"�w w Iz W a�EI" CC
( ) (INCHES) CONTRIBUTING a u o,o W v,¢o p
3-10d BOX 3"X0.128" ; OR 36 270 247 351 325 ADJACENT CLEAR OPEN NG WALL HEIGHT LENGTH 0. THIS TABLE IS BASED ON 180 MPH ULTIMATE
3-3"X0.131" NAILS
42 306 281 399 370 HEIGHT (INCHES) DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF
3-10d BOX (3"X0.128"); OR 48 343 314 447 414 INCHES 8 FEET 9 FEET 10 FEET 11 FEET 12 FEET i
2-16d COMMON (3 )4"X0.162"); OR HEIGHT.
17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS FACE NAIL CS-WSP S 64 24 27 30 33 36 ACTUAL
3-3"x0.131" NAILS EXPOSURE C b. FASTENERS SHALL BE INSTALLED AT OPPOSING m
3-8d BOX72- 'x0.113 ; OR ULTIMATE DESIGN WIND SPEED Vult (mph) ENDS OF THE WOOD STRUCTURAL PANEL.
2-8d COMMON (2 X"x0.131"); OR FASTENERS SHALL BE LOCATED NOT LESS THAN INCH
18 1" BRACE TO EACH STUD AND PLATE 2-10d BOX (3"X0.128"); OR FACE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph FROM THE EDGE OF THE PANEL.
2 STAPLES 1 -" TRUSS SPACING (FEET) TABLE R507.2 C. ANCHORS SHALL PENETRATE THROUGH THE
3-8d BOX 2 X0.113 • OR ROOF PITCH ROOF PITCH
2-8d COMMON (2 J4"x0.131"); OR DECK LEDGER CONNECTION TO BAND JOIST a.b EXTERIOR WALL COVERING WITH AN EMBEDMENT
19 1" X 6" SHEATHING TO EACH BEARING 2-10d BOX (3"x0.128"); OR FACE NAIL <5:12 >5:12 <5:12 >5:12 LENGTH OF NOT LESS THAN 2 INCHES INTO THE
2 STAPLES, 1"CROWN, 16go.,1 3'4" LONG 12 161 151 198 186 (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT fn
3-8d BOX 2 X0.113 • OR 18 208 195 257 242
JOIST SPAN
3-$OdCBOX 03"xo.12s jc1oR)' OR '� 24 256 239 317 298 CONNECTION DETAILS LESS THAN 2 � INCHES FROM THE EDGE OF THE z
( 28 289 269 358 335 6' AND LESS 6' 1" TO 8' 8'1" TO 10' 10'1 TO 12' 12'1 To 14' 14'1" TO 16' 16'11 TO 18 CONCRETE BLOCK OR CONCRETE. w
3 STAPLES, 1-CROWN, 16 a.,1 -'4" LONG 12 O.C. ON-CENTER SPACING OF FASTENERS d. PANELS ATTACHED TO MASONRY OR M
9 32 321 299 398 373 INCH DIAMETER LAG SCREW c,d
20 1" X 8" AND WIDER SHEATHING TO EACH BEARING WIDER THAN 1" X 8" FACE NAIL 36 353 329 438 411 WITH J INCH MAXIMUM SHEATHING 30 23 18 15 13 11 10 0
MASONRY STUCCO SHALL BE ATTACHED USING
4-8d BOX (2 J" );x0.113^ OR 42 402 375 499 468 36 36 34 29 24 21 19 VIBRATION-RESISTANT ANCHORS HAVING AN
INCH DIAMETER BOLT WITH INCH p
3-8d COMMON (2 Y2"X0.131"); OR 48 450 420 560 524 MAXIMUM SHEATHING d
3-10d BOX (3"x0.128"); OR 12 214 201 263 247 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN .- Z
4 STAPLES, 1"CROWN, 16 a.,1 :K" LONG } INCH DIAMETER BOLT WITH 1-INCH 36 36 29 24 21 18 16 O
9 18 277 259 342 322 MAXIMUM SHEATHING e 1,500 POUNDS. ♦-
FLOOR 24 340 318 422 396 FOR SI: 1 inch = 25.4 mm, 1 foot =304.8 mm, 1 pound per square foot = 0.0479 kPa Z U
4-8d BOX (2 J"X0.113"); OR 28 384 358 476 446 a. Ledgers shall be flashed in accordance with Section R703.4 to w O
16" O.C. 9 prevent water from contracting the house band joist.
3-8d COMMON (2 Yz"X0.131"); OR 32 427 398 529 496 b. Snow load shall not be assumed to act concurrent) with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER
21 JOIST TO SILL, TOP PLATE OR GIRDER y p ME �
3-10d BOX (3"X0.128"); OR TOE NAIL c. The tip of the lag screw shall fully extend beyond the inside face of the band joist.
36 469 438 583 547 TABLE R301.7 z (n t;j
42 535 499 664 622
3-3"X0.131" NAILS d. Sheathing shall be wood structural panel or solid sawn lumber w 1-•Z -e. Sheathin shall be ermitted to be wood structural
8d BOX 2 "X0.113") 4" O.C. TOE NAIL g p pone), gypsum board, fiberboard, lumber or foam sheathing. � O O
RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON (2 J4"X0.131"); OR 48 599 559 745 697 Up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to 1/2-inch of allowable STRUCTURAL MEMBER ALLOWABLE Q U Z
22 PLATE (ROOF APPLICATIONS ALSO) 10d BOX (3"X0.128"); OR 6" O.C. TOE NAIL sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION _
3"X0.131" NAILS FOR Sk 1 INCH = 25.4 mm, 1 FOOT = 304.8mm, 1 MILE PER HOUR= 0.447 m/s, N 04
3-8d BOX 2 x0.713 ; 1" 1 POUND =0.454k 1 POUND PER SQUARE FOOT = 47.9 N/ 2 / TABLE R507.2.1 RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 N N
m , 1 plf 14.6 N m
2-8d COMMON (2 )4"x0.131"); OR g' WITH NO FINISHED CEILING ATTACHED TO
23 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 3-10d BOX (3"x0.128^); OR FACE NAIL PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS \0
2 STAPLES, 1"CROWN, 16ga.,1 3'4" LONG a. THE UPLIFT CONNECTION FORCES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF rn 04
HEIGHT AND WIND EXPOSURE CATEGORY B OR C. FOR EXPOSURE D, THE UPLIFT INTERIOR WALLS AND PARTITIONS H/180 0
3-16d BOX (3 74'X0.135"); OR MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS
24 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (3 74"x0.162") BLIND AND FACE NAIL CONNECTION FORCE SHALL BE SELECTED FROM THE EXPOSURE C PORTION OF THE TABLE FLOORS L/360
USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE ADJUSTMENT TOP EDGE BOTTOM EDGE ENDS ROW SPACING
3-16d BOX (3 YZ'X0.138"); OR CEILING WITH BRITTLE FINISHES (INCLUDING PLASTER L/360 r- >
25 2" PLANKS (PLANK & BEAM - FLOOR & ROOF) 2-16d COMMON 3 X"x0.162" AT EACH BEARING, FACE NAIL COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE TABULATED 5 b AND STUCCO / w
( ) LEDGER° 2 INCHESd 3/4 INCH 2 INCHESb 1 /s INCHES )
3-16d COMMON 3 x0.162FORCES FOR EXPOSURE C AND D OR FOR THE OTHER MEAN ROOF HEIGHTS.
b.THE UPLIFT CONNECTION FORCES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING c -A CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM L/240
4- " BOx (3"x ; ); OR ASSEMBLY DEAD LOAD OF 15 PSF. BAND JOIST 3/4 INCH 2 INCHES 2 INCHESb 1 5/8 INCHESb ) /
BOARD
26 BAND OR RIM JOIST TO JOIST 4-33"X0.131" NAILS ILS OR END NAIL
4-3"X 14ga. STAPLES, A" CROWN c. THE TABULATED UPLIFT CONNECTION FORCES ARE LIMITED TO A MAXIMUM ROOFOR SI: INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240
OVERHANG OF 24 INCHES. 0. LAG ISCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(1). /
20d COMMON (4"x0.192"); OR 32" D.C. AT TOP AND BOTTOM d. THE TABULATED UPLIFT CONNECTION FORCES SHALL BE PERMITTED TO BE MULTIPLIED b. MAXIMUM s INCHES. EXTERIOR WALLS - WIND LOAD° WITH PLASTER OR H/360
AND STAGGERED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. C. FOR ENGINEERED RIM JOISTS, THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES
10d BOX (3"X0.128"); OR 24 O.C. FACE NAIL AT TOP d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.1(1).
27 BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 3"x0.131" NAILS AND BOTTOM STAGGERED ON e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED EXTERIOR WALLS - WIND LOADS° WITH OTHER H/240 Li Ir-
OPPOSITE SIDES
UPLIFT CONNECTION FORCES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS BRITTLE FINISHES Z U w r ,
AND: REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED FORCES.
2-20d COMMON (4"x0.192"); OR FACE NAIL AT ENDS AND TABLE: R402.1.4 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE
° WITH FLEXIBLE H/120d
3-10d BOX (3"x0.128"); OR AT EACH SPLICE f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT CONNECTION EXTERIOR WALLS - WIND LOADSZ Q
3-3"x0.131" NAILS FORCE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL WALL ABOVE. FINISHES.
4-16d BOX (3 J"X0.135");OR g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS SHALL BE EQUIVALENT U-FACTORS I I �
3-16d COMMON 3 PERMITTED. LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 L1J
28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS ( J4"X0.162"); OR AT EACH JOIST OR RAFTER,
4-10d BOX (3"x0.128"); OR FACE NAIL h. THE TABULATED FORCES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED TO CLIMATE ZONE NOTE: L=SPAN LENGTH H=SPAN HEIGHT W 0
4-3"X0.131 NAILS FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE > W
BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS z
or - C/)5;2:
common U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED To BE TAKEN AS
29 BRIDGING OR BLOCKING TO JOIST (2 Y2" X 0.131"; or 2-3" X 0.131") EACH END, TOE NAIL
nails 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS I , '0
% / ' ' / OBTAINED FROM THE TABLE R301.2(2). O W
4',' ,' , ;'0.32 . � � 0.55 ,• ' - 0.026 � �'0.060 ' :'' ; 0.098 '/ 0.047 � ' /0.059"'"� ' ' 0.065 .
b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE U z
LENGTH OF THE CANTILEVER.
5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN
TABLE R602.3(3) ROOFS OR WALLS of SUNROOM ADDITIONS OR PATIO COVERS, L� 0
WOOD PANEL WALL SHEATHING FASTENING SCHEDULE a,b,a AS MAX. AS MAX. NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS ALUMINUM � QC=
MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DESIGN WIND OSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. /�-V.I.F. -V.I.F. STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE QSTRUCTURAL PANEL THICKNESS STUD SPACING SPEED V T(MPH) L-20-P
TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH � LL
SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE �
(INCHES) RATING (INCHES O.C.) (INCHES O.C.) B c D MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS Q
6d COMMON TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE USED IN ROOFS OR WALLS of SUNROOM ADDITIONS OR (� 1-0)0
(2.0"x0.113") 1.5 24/0 3/8 16 6 12 140 115 110 PATIO COVERS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED (0()
8d COMMON 16 6 12 170 140 135 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT / t�
L 120. Z
(2.5"x0.131") 1.75 24/1s 7/ts 24 6 12 140 115 110 d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM
FOR SI: 1 inch = 25.4 mm, 1 MILE PER HOUR = 0.447 m/s
GLAZED BOARD FINISH SHALL BE'LIMITED TO AN ALLOWABLE
a. PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" ON DEFLECTION OF H/180.
CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE
b. TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. LATERAL U-FACTOR b U-FACTOR SHGC b'e R-VALUE R-VALUE R-VALUE i R-VALUE R-VALUE ° & DEPTH d WALL R-VALUE e e. REFER TO SECTION R703.8.2.
BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10.
c. WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 i / /F' i 20 OR / ,/ f / ; 10 CONT. OR'" ,' / !10 2FT. 10 CONT. OR ,' , N w
SPAN RATING. PLYWOOD SIDING RATED 16 O.C. OR 24 O.C. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. F f '0.32 ,' 8 13 ` 19 ! o w
0.55 /�i 0.40 49 '`-' 13 + 5h 13 CAVITY �.'' 13 CAVITY \ o cn
WALL-16 AND PLYWOOD SIDING 16 O.C. SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16" ON CENTER. 4 ; / / j / f s i/ / , i r , ;'
15 CONT. OR 15 CONT. OR cv Z Z
5 0.30 0.55 NR 49 i 3 OR 13/17 30 9 10 / 2FT. 04 O z
19 CAVITY 19 CAVITY QI N Q 0
AS MAX. z
PROPOSED AS MAX. -V.I.F. AS MAX. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN.
-V.I.F. -V.I.F. w �
W J Q
* REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES 0 o 0 0
PROPOSED :
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SECTION: 59 BLOCK: 9 LOT(S): 26.89 z V)
DECKS
FR "/PAVER A 0
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ZONE: RES. 80 REQUIRED EXISTING PROPOSED
80,000 SQ.FT. 50,938 SQ.FT.
LOT AREA NO CHANGE 0 00
LOT WIDTH 175 FT. 150 FT. NO CHANGE FILTER 2
2 STORY PROPOSED 0
'0 to
FRONT YARD (PRIMARY) 50 FT. 59.1 FT. 52.34 FT. FRAME GARAGE & I=
so of_j ILI
RESIDENCE CONVERSION! -i c-'0-<,
FRONT YARD (SECONDARY) 40 FT. 167.72 FT. NO CHANGE #6910 le <02-<1 F?0m: "of'M
< < 00
< 0
GATE "I
REAR YARD 60 FT. 77.4 FT. NO CHANGE CHAIN LINK FENCE 2: f
Z 22.& 0�_ Ez�_Ljo
SIDE YARD (MIN) 20 FT. 54 FT. NO CHANGE V)-aw a-"o 0(if
0 :<,: �04 E-
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[BUILDING HEIGHT 35 FT./2.5 STRY N/A NO CHANGE 7 6PO-WWz�-: 'WWO
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DWELLING 1565.3 C) OT 1
PARCEL 1 WUj <
Uj WW F i�:WW ONE
EXISTING POOL 684 2oo. F_ uc�f)0 iE 0 0'U')<0 F
WALL KEY EXISTING DECK 239 5.1, 4b i L-o-J
EXIST TO BE REMOVED EXISTING GAZEBO 23.3 '98.07, C) 51
EXISTING FRONT STEPS 64 EXIST TO REMAIN /�C„�
NEW WOOD FRAME CNST PROPOSED FRONT STEPS 55.7 st-
R c�
PROPOSED REAR STEPS 77.5 '304-29' L
NEW POURED CONCRETE 185-50' _C0
4%4" POST UNLESS OTHERWISE PROPOSED FRONT EXTENSION 22.3 _�_� ��` /,/ _Q)
NOTED TOTAL 2,667.1 SQ.FT. 225-54' Q� U)
HARD WIRED SMOKE F-
L z
OO DETECTOR W/ BATTERY TOTAL 5.24 % 110-22' LLJ
BACK-UP
HARD WIRED CARBON MONOXIDE
DETECTOR W/ BATTERY BACK-UP
MIN 12" A.F.F. AS PER
279 z
2020 RESIDENTIAL CODE OF NYS *29 0
OCCUPANCY OR F=
L 167.91,
HOPE LANE
USE IS UNL/VVJFUL
TO THE BEST OF MY KNOWLEDGE, BELIEF AND APPROVED AS NOTED Q__ 0
PROFESSIONAL JUDGEMENT, THESE PLANS WITHOUT CERTIFICATF 1'1� z
AND/OR SPECIFICATIONS ARE IN COMPLIANCE I -Aj 0 0
DATE B.P.# C 0 z
WITH THE FOLLOWING: OF OCCUPANCY "P
FEE19KI(iO, BY: c� 04
2020 RESIDENTIAL CODE OF NEW YORK STATE NOTIFY BUILDING DEPARTMENT AT c� c*4
PUBLICATION NOVEMBER 2019 765-1802 8 AM TO 4 PM FOR THE a
FOLLOWING INSPECTIONS: CIS! <
2020 RESIDENTIAL CODE OF NEW YORK STATE 1. FOUNDATION - TWO REQUIRED COMPLY ITH ALL CODES OF
CHAPTERS 12-23 FOR MECHANICAL SYSTEMS FOR POURED CONCRETE NEW YOR "TATE & TOWN CODES
2. ROUGH - FRAMING & PLUMBING AS REQUI ED AND CONDITIONS OF >
2020 RESIDENTIAL CODE OF NEW YORK STATE UJI
CHAPTERS 24 FOR FUEL & GAS SYSTEMS 3. INSULATION
4. FINAL - CONSTRUCTION MUST SOUTHOLD TOW.4 ZBA -
2020 RESIDENTIAL CODE OF NEW YORK STATE BE COMPLETE FOR C.O. SOUTHOLD TO',%4 PLAVT%G ROMD
CHAPTERS 25-33 FOR PLUMBING SYSTEMS ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOM TRUSTEES
REQUIREMENTS OF THE CODES OF NEW
2020 RESIDENTIAL CODE OF NEW YORK STATE YORK STATE. NOT RESPONSIBLE FOR N.Y.S.DEC
CHAPTERS 34-42 FOR ELECTRICAL SvSTEMS DESIGN OR CONSTRUCTION ERRORS. 4
LL
2020 ENERGY CONSERVATION CODE OF NEW YORK STATE PLOT PLAN 0 >0-)
AS ADOPTED WITH THE 2018 IECC EETMN STOR"il IA',ITER RILli'v"OFF —
PURSUANT TO CHAPTER 236 SCALE: 1" 10'-0" V) Ljj
THE PROJECT COMPLIANCE METHOD CdOSEN IS TOTAL OF THE TOWN CODE. ft� Q
UA-ALTERNATIVE AND A RESCHECK F-AS BEEN SUBMITTED rf L.LJ _W>_
WITH THESE DRAWINGS. All exterior If `-Ir , >
installed,replay 'd ,"r z U)5;
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA repaired shallc( 401 In D 0 LIJ Q
E `N
to Chapter' 2 Cr � WE [n
TABLE R301 .2(1 ) TRUSS PLACARDING REQUIRED of the Town( )dc JAN 11 4 9119� L
WIND DESIGN
SUBJECT TO DAMAGE FROM Li 00
GROUND SPEED d TOPOG SPECIAL WIND SEISMIC Must Provide Manuals BUILDING,DEPT CD <M=
SNOW (MPH) RAPHIC WIND BORN DESIGN WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN D, J and S 2S per TO��' -OF SOUIHOLD <
LOAD EFFECTS REGION DEBRIS CATEGORY a DEPTH b DESIGN BARRIER HAZARDS a FREEZING ANNUAL
k ZONE m f TEMP a REQUIRED b INDEX i TEMPNYS Energy Code r ry
BOF 3 FT MOD TO FEMA <
30 130yu1t NO NO 1 MILE EFLOOD 1500 OR 55.4 <M0
FROM SVERS UE� MAP LESS co
COAST PANEL ..j TIFICAT/Or'
D R A W I N G S C H E D U L E z
PLUMBER CER
n ON LEAD CONTENT BEF
MANUEL J DESIGN CRITERIA <
OF
CERTIFICATE OF 0CCUPAi\1"' A-1 PLOT PLAN, ZONING & NOTES
WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE
ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE SOLDER USED IN VIATER A.2 FOUNDATION PLAN & DETAILS
NOT
SUPPLY SYSTEM CANof
------ ------ ------ A.3 FIRST FLOOR PLAN & PLUMBING RISER DIAGRAMS 0 C4 L1j
i10 OF 10/, LEAD. 0 Ld
EXCEED 2 (0 04 M
A.4 SECOND FLOOR PLAN, SECTIONS & DETAILS I 0 M
COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY04 C'4 C:) Z
Z
TEMPERATURE VELOCITY VELOCITY WET BULB A.5 ELEVATIONS I U) I •
< C14 0
DIFFERENCE HEATING COOLING A.6 GENERAL NOTES 0- z
A.7 NOTES & CHARTS M Lu <_j <
W
0 0 0 0
BRICK TO MATCH EXISTING
SET IN MORTAR; MORTOR JOINTS
' R
4" CONCRETE SLAB W/
6"x6" 10/10 WWM AODD O EONNCT pELCL CH
PITCH SLAB
TODD O'CONNELL, AIA
v P 1200 Veterans Memorial Highway
d a Suite 120
BRICK TO MATCH v '
auppauge,NY 11788
EXISTING ° ° - 0
ry�r,
c ogJJJ`0 p c H
P(631)650-6666
MORTAR 0 � ,o �� � F(631)650-6667
FLASHING -
„ i C(516)658-0325
1
WEEP HOLES ® 24 O.C. ::_ P
a COMPACT GRAVEL FILL
FINISHED GRADE —III-- ��t�3+ rr. err#ti�irt
COMPACT FILL
a (- 12" POURED CONCRETE
d FOUNDATION
z
� (2) #4 RE-BAR
o ° ° k�
r
LO
TRENCH FOOTING DETAIL
13'-0""
SCALE: 1" = 1'-0" 8
�Iw___ � N
4'-8"
1 - - - o 8'-0" IN-
_
z
— _ — cO — — — — — STONE/PAVER I 8" 6 -8' 8 I < U
- � STEPS OVER CONC. 4" POURED CONC. v=i
\ — — FOOTING, TYP. SLAB (4,000 PSI MIN) W/ 6x6 W.W.M. z
o AND VAPOR BARRIER OVER 4" DEEP
2x4 STUDS ® 16" O.C.
FOUNDATION TO BE o 0 0o I Z
1/2" CDX PLYWOOD SHEATHING rn CUT BACK FOR NEW I " I COMPACTED GRAVEL W EXPANSION
8 P. CONC. TRENCH JOINTS AT WALL. V.I.F/
CL DOOR OPENING, TYP. FOOTING, TYP. "� (V.I.F) z w
}
F- 00
SIDING TO BE SELECTED ® ® ® ® ® ® w o a w cn z
w N
0,0
3X3 WASHERS EXIST. m z o °w° =W
PROP. FOUNDATION TIED W/ #4 REBAR =�
(2) 2x4 ACO SILL PLATE ® 24"O.C. VERTICAL; MINIMUM OF 2; aaza I ao
TERMITE SHIELD & SILL INSULATION , I o_
EXISTING GROUT FILL SOLID (TYPICAL) (V.I.F.) W w a w,a-Of vi O"
F 2vIw0 a-Of
UNFINISHED BASEMENT X8 F.J. ® 16" O.C� �;- NEW CONC. OVER EXISTING CONC. SLAB �-wtqo3 ;EW ZL- m
v~i -INFILL TO LEVEL FLOOR I o o w a o a o 0
W A CLC;. HT W/R21 BATT INSU i z�a� {w o 0 o p
Y I;j, -SCRATCH SURFACE OF EX. SLAB BELOW w a w z a w w
n Z \TO ALLOW NEW SLAB TO FORM IN I o w- `-�
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I� I 6'-2" I ® o o mo >-0
%" 12" HOOKED ANCHOR BOLT !I x, 2X8 FLOOR JOISTS SITTING ON J .. NOTE: DOUBLE I o ~_`'} U
moa 20
x I F' EXISTING GARAGE SLAB W/ O w z,_ �o N v_) U~
0 3'-0" O.C. MIN 7" EMBEDMENT #: #+?. - FLOOR JOISTS _ I ( I w w a o o
R-25 BATT INSULATION X. a F
INTO FOUNDATION €- w z
ENDER ISLAND EXISTING SLAB I I O F- z O m
z ° I;x In I 2x`LEDGER TO o W/2X8 SLEEPERS ® 16" N a _W o o z Z 7)
8" CMU CONC. BLOCK II
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oc-Nw-jdMO_��
WITH EXISTING SLAB X N ® I io `-w'a o z=Z o
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24" #4 REBAR ® 18" O.C. AND 12" I EW CONCRETE BLOCK CMU INFILL AT o z
FROM CORNERS AND WALL I I - - - I O.C., ACQ BOTTOM PLATE & GARAGE DOOR FOUNDATION- FILL SOLID a 0 1:f o z o W m M
4
OPENING'S TYPICAL " " " " POINT LOAD ABOVE EXISTING BEAM V.I.F. I I z ow a o w o o")'`-_ m
PRO . �2 1 X11 LVL PROP. 2 1 _Xl l L PROP. 2 1 11 L _ f ' GYP-BD ON BOTH SIDES - PIN TO EX. FOUNDATION #4 w o w o F u x
x5w�w�c�xwN Q
o Oo 0 0 0 7 BELOW 7 BELOW 7Q- BELOW 72 BELO REBAR-MIN. 2 - MIN. 6 EMBEDMENT w��o -a a
00 0 0 00 v a Q ( ) -�
w II O��gO BgOC�' 88�C�' O� _ _ -I I I INTO EX. FOUNDATION
Oo0o�o0 X00 O' On�t7nn�Onr�Onr>C F - o- a w a-- a
wow.
I -EXISTING SPREAD FOOTING BELOW TO �a v)o�o a cn a o� p
o ❑ , , / I I „ „ "
I�' — -� � I I� REMAIN-PROVIDE NEW ACQ SILL PLATE
0 10x20 P. CONC. SPREAD FTG. 6" COMPACT FILL f _ _ -I W/R21JB®T6N 0 I o� PROP. 2 X8 ACQ F.J. ® 16 O.C. WL�I i
/� I I AND WALL FRAMING TO MATCH EX.
U R21 BATT INSULATION, TYP.
W MIN 36" BELOW GRADE 5 MIL POLY VAPOR BARRIER �� l J 2// I- — — I T \ I ® I m
M #4 REBAR MIN. 3" CONC. COVER LEC. ` !J /
v ,� I I NEW SMIL POLYETHYLENE � I
VAPOR BARRIER OVER I
Moc
I I EXISTING SLAB
WH 14'-8"
0
p ® ® ® ®cr FN-
® z
NPORT
NCH FOR w
20 RING WALL
0
ci Q I
FOUNDATION DETAIL
12" POURED ALL E ® zp
FOUNDATION WALL ON
12x24 P. CONC. FOOTING I t — — 0
SCALE: 1" = 1'-0" W/(2) #4 REBAR W/ 2"x4" cv —— — b PROP. FOUNDATION TIED W/ #4 REBAR
KEYWAY; MIN. 36 BELOW I ( iv ® 24 O.C. VERTICAL; MINIMUM OF 2; N
GRADE. (TYPICAL) B ® IIII® B GROUT FILL SOLID (TYPICAL) (V.I.F.) PROP. WALL. 2"x6" z
STUDS O 16" O.C., O O
ACO BOTTOM PLATE dw0 Z
8„ 4" POURED CONC. 1" GYPSUM BOARD N
0
8" P. CONC. SLAB (4,000 PSI MIN) W/ 6x6 W.W.M. 2'-O"
CONCJSTONE PAVERS TRENCH FOOTING AND VAPOR BARRIER OVER 4" DEEP REINFORCE SLAe 0 o
PAVER SETTING BASE COMPACTED GRAVEL W/ EXPANSION - N
JOINTS AT WALL. (V.I.F)
STONE/PAVER STEPS o (5) # 4
BASE MATERIAL — — — - - I REBAR 1f -
OVER CONC. FOOTING
SPACED 6
EVENLY- HAUNCH/ I W
PIN TO PIER
OR GRADE WALL
, ,V .... BEAM DETAIL
< - 2'-7" 3'-8" 2'-7„
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1 ,
i
,
? - i - — — EXIST TO BE REMOVED 0
,
EXIST TO REMAIN
lµ. 0 Quo
f - I
i.... CNST
( II NEW WOOD FRAME
i..._...__...: t
w._...__. -"'^',-' NEW POURED CONCRETE
3
OST UNLESS OTHERWISE
Q
HARD WIRED SMOKE
_
E
_.__._, NOTED
[ .. ...Y...I :_... I I..... • BACK-UP 0 C14
0 m
i € I......,_.. ;._.. DETECTOR W/ BATTERY r
80 CFM FAN TO EXTERIOR I N O
EXISTING SOIL ® HARD WIRED CARBON MONOXIDE N 0 z z
aDETECTOR W/ BATTERY BACK-UP I N Q 0 •
PAVER DETAIL MIN R A.F.F. AS PER Z
2020 RESIDENTIAL CODE OF NYS t;.1 � Q
SCALE: 3/4" = 1'-0" 0 o N o
A RSC H I t' EG'f'S�
11'-3" 2'-0" 7'-3" 9'-8" 8'-0" j AODD I ECT P.C.LL
TODD O'CONNELL, AIA
1200 Veterans Memorial Highway
Suite 120
Hauppauge,NY 11788
PAVERS TO BE SELECTED BY
P(631)650-6666
OWNER, SET IN SAND F(631)650-6667
C(516)658-0325
6'-0» 13'-0" - (rr,'r <.rt� r tdiiXt r�r;1;
BATHROOM
I
8
to N I tr
INTERIOR WALL CONST. OF 1
2x4 WALL STUDS 0 16" O.C. o N `� ®®
�.
W/4" INTERIOR GYP. BD. ON v M � c w
BOTH SIDES- TAPE SPACKLE
AND SAND TO RECEIVE FINAL I I a
(3) TW2642 (2) TW2632 FINISHES
(2) 2X12 HDR 2) 2X10 HDR FWSLI368 032 TEMP. G1 68-4 v �. o
r7
(2) 2X10 HDR c22X10 HDR (2) 1r'X11 LVL HDR } U
LL_ € 1 - SECOND \ '
> ( L. T— — AND FINISHES TO BE O OPENP3101 ROOF EXTENSION
_ _ 5'-8" FINAL BATHROOM LAYOUT OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE FLOOR
so „ HW HW HW HW—NW HW— W HW HW �\ - \ �.a
' t!,., = I..; � ` SELECTED BY OWNER ---- - - --- - I TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 ^/
z N ,> INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, Cw—CW—Cw—Cw—Cw—Cw—M— —�'"' Cw—�W
o _ W _ _ EXISTING PROPOSED I 15 -0
- WHICHEVER IS GREATER. WHERE A ROOF IS TO BE USED FOR
—16'-6" 20 -0 BATHROOM `n M o ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR
U 1 U A TH R 00 M ( >_ SUNBATHING DECK OR FOR SIMILAR PURPOSES , OPEN VENT z
! ' ': 1 1= I TO BE
p I-i 1 U 1 I t° REMOVED, _ m G. �� X PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE
I,I N ROOF. SHOWER
o Es{ _ Ly- L..__. .. CUT. AND .. g i i N
PROPOSED ; _ o °�
.. P3103.2 FROST CLOSURE = 01
Z I GAP ALL 6 -2.' z� WHERE THE 97.5 PERCENT VALUE FOR OUTSIDE DESIGN
Q DINING REMODELED Ad ; PLUMBING: ; ,F _ -_ a i TEMPERATURE IS OF OR LESS, VENT EXTENSIONS THROUGH A
0° ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN I ' CV
N 8Q CLG. HT ; KITCHEN Z i LINES ASI _ �. .,I__ __.. cii 0
a i REQUIRED' f x! REMOVE EXISTING GARAGE DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE 3 I—
' s DOOR AND INFILL FOUNDATION MADE NOT LESS THAN 1 FOOT INSIDE THE THERMAL ENVELOPE _
E I 8Q CLG. HT i ,... I ; I z
LL: N I O ( ( �,G!!12 RI ER O t7 �_ o INTERIOR WALL CONST. OF 2x4 WALL MATCH WALL FRAMING EXISTING ADJACENT U
ANDEXIING ACONSTRUCTION TO OF THE BUILDING. ( , = J
U ? I -I I I 3 1 EA)S 9 ; I STUDS ® 16 O.C. W/ MOSITURE ( DW w
. __ .. ... . .._ __ _-__- RESISTANT GYP. BD. ON WET IDE
_.
_..
N I ___ _. _._ AND S " INTERIOR GYP. BD. ONS - TABLE P3201.7 FI T I z
X I ______ __.
RS (n
w 'moi 1= - - - - - OTHER- TAPE SPACKLE AND SAND SIZE OF TRAPS FOR PLUMBING FIXTURES FLOOR
X 00 - PROPOSED TO RECEIVE FINAL!FINISHES 1 TRAP SIZE x—�HW —HW—HW Hw Hw Hw HW Hw U Z
— — — — — — _:.—_— _— X m w -I �I "'CLOSET 6 —2 PLUMBING FIXTURE MINIMUM cw— —cw—Cw—cw— HW cw—cw cw— —cw
r w 04 C (INCHES) CW—cr+
— — — — 3 1 X11 WD 6M — (2) 2X8 WD BM r 5'-8" ® 00
_ BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR 1 1 ECW w cn 0 0 0
PROPOSED EXIST. GARAGE DOOR WHIRLPOOL ATTACHMENTS /2 HW-HW-HW-HW-HW HW—HW Hw HW BACKFLOW f-V)o Z w N z
2' 7" 4 13'-2" 2'-7" 3'-0" HEADER TO REMAIN 3 PREVENTER "w EXU
M FAMILY ROOM BIDET , , 4 ; v m~ZDir_j'-m wF
> 5' -{V L• FINAL BATHROOM LAYOUT CLOTHES WASHER STANDPIPE 2 = 3 o HE 0��o¢ o a
= AND FINISHES TO BE I CATHEDRAL CLG. 1/2I I = w o 0 0 = w M.
Z cV "" "" _ DISHWASHER ON SEPARATE TRAP 1 cw—
wr C ui
' > SELECTED BY OWNER o _ ¢a z a v7 o 0
F o € FLOOR DRAIN 2 � ,0, o_w a ¢ 00
L17
U I KITCHEN SINK (ONE OR TWO TRAPS, WITH OR 1 1/2 = Lj� N w Z 1 w 0 M
1'-11" ® NEW " SHEET WITHOUT DISHWASHER AND FOOD WASTE DISPOSER HWH wo 03 3w m
E,: � owa
W POSEDO ROCK ALL WALLS = o LAVATORY LAUNDRY TUB (ONE OR R 1 1 2 W a w `'o it w 0 p
REMODELED I I PRO 1 1 a w z oLi
LIVING ROOM ( � BATHR00 AS REQUIRED ( CW oo �' �W
SHOWER BASED ON THE TOTAL FLOW RATE
a 711 CLG. HT I I CO 8Q CLG. HT i._._ __ _._.,. _ N - FLOW RATE:THROUGH HOWERHEADS AND 80DYSPRAYS) o�o-1 0 cza=o o a =0
(- CLLn
. REMODELED 5.7 GPM AND LESS 1 ,/2 o w w U
�— BEDROOM �° O MORE THAN 123GGPMUUPT0125.8GGPM 3 owa=z���w UI—
II I BASEMENT -2.x °-aN'-
V' 711 CLG. HT 4 Zww��0F::-, U
UP TO �_ W
c� II -' ZQ =�oNQzF -'
N c~i�aaJ UU_'o
C� (2) 2X 0 HDR : (2) 2X10 HDR F w =z�!,,a o
W "t_I ;...�• Z i TW203 TEMP. (2) TW210410 o w=V' o N a w
II I X N PLUMBING SUPPLY DIAGRAM �(n:7caZXoF
EXISTING ENCLOSED BEAM, V.I.F. i w
I
X U Z
N .. 0���Z��a�Hm
I� vi
1 " _I�R <LLJ LLJ�'d 0 Z
® Lj FLUSH (1) 7" Fp 1 2668_ _ ,`i• "+ I Q I SCALE: 1/4" = 1'-0" Z o WO E w o zo N 1
- I N ZF_ LjocnoF�X
= co I r x5wcnw�Uxw Q
FXIST_ EXIST. I� cp.... E v w— n
ih 00 o. N O w0wFw�wUi ma 0_
o— w --
"� 1 �F<U)0 O o-'W<'0 p
0» `V _
AE34
�2 2X10 HDR B
2; FWSL1368 ; —
2'-5" 9'-11" 3'-3" 6'-5" m
I f
LIGHT & VENT CALC. FOR LIGHT & VENT CALC. FOR LIGHT & VENT CALC. FOR T 4" FRESH AIR VENT
co N 1 FOYER. LIVING. DINING & EMLY ROOM i THROUGH ROOF
_ -H .'. 1
® FLOOR AREA= 177.6 S.F. FLOOR AREA= 304.5 S.F.
FLOOR A�5 S.F.
�s cn o�^ GLASS AREA= 31.35 S.F. GLASS AREA= 82.13 S.F. 1
GLASS AREA= 75.74 S.F.
N w VENT AREA= 42.65 S.F. VENT AREA= 17.49 S.F. VENT AREA= 49.36 S.F. 1 Z
LIGHT= 10.03 % LIGHT= 17.65 % LIGHT= 26.97 % 1 w
VENT= 5.65 % VENT= 9.85 % = 16.21
I
I U
2'-7" 5'-0" 2'-7" I 0
I �
10'-2" I Z
10'-10" 1 O
I 1=
I U
I �
FIRST FLOOR PLAN 1 -----____
I ____-_-_--- 2" BATHROOM z z
O O
1 U Z
SCALE: 1/4" = 1'-0" I ------�-___
4
I I I w
I N I-
I 3"1 1 1 N 0
I 1 1 1
I I I I
I I 12 12" 2"
1
I 1 1 I 1 w
SECOND 1 1/2" 1/2" 1 rub
FLOOR I 1
1 2„ 3"
C.O.
3„
I1 SHOWER 1 2 I ? z W LLI
"
I I I 1 1 0 U>�
'zI Q
NOTE: CONDITIONS DRAWN AND NOTE NOTE: NOTE: SECTION R312 OPEN GUARDS SHALL HAVE I 1 1 I I W
AS EXISTING ARE TO BE CONFIRMED DOUBLE ALL FLOOR JOISTS SMOKE DETECTORS TO BE BALUSTERS OR ORNAMENTAL I I 12" 1 12"
AT START OF CONSTRUCTION. UNDER PARALLEL PARTITIONS PROVIDED IN ALL BEDROOMS R312.1 GUARDS. GUARDS PATTERNS SUCH THAT A 1 I I I W 0 W}'
ARCHITECT IS TO BE NOTIFIED AS PER CODE. SHALL BE PROVIDED IN 4-INCH-DIAMETER SPHERE DW "
IMMEDIATELY OF ANY DISCREPANCIES ACCORDANCE WITH CANNOT PASS THROUGH 1 1 1/2 I
ALL EXISTING PLUMBING, ELECTRICAL, SECTIONS R312.1 THROUGH ANY OPENING UP TOA FIRST 1 " E1/2-
HARD
0 V J Q
MECHANICAL, ETC. THAT INTERFERES R312.1.4. HEIGHT OF 34 INCHES. AS FLOOR
2" 2" 3" 2" 3" O z
WITH NEW WORK TO BE REROUTED, NOTE: PER SECTION 1013.3 OF NYS C.0 ���
NOTE: UPGRADE EXISTING MODIFIED, REMOVED, ETC. AS PROVIDE (2)2"x10" HDR R312.1.1 WHERE REQUIRED. RESIDENTIAL CODE TYP
CONDITIONS TO MATCH REQUIRED TO ESTABLISH PROPER ABOVE ALL NEW WINDOWS GUARDS SHALL BE ( ) O
CONDITIONS INDICATED ON PLANS. WORKING CONDITION- VERIFY ALL AND DOOR, UNLESS W O
CONDITIONS IN FIELD LOCATED ALONG
OTHERWISE NOTED. OPEN-SIDED WALKING
NOTE: COORDINATE ALL FINISH SURFACES,
INCLUDING WALL KEY Q ry
MATERIALS WITH CLIENT PRIOR TO EX. HOUSE TRAP AND SEWER LINE TO NOTE: ALL WINDOWS TO BE STAIRS, RAMPS AND — (—
CONSTRUCTION- FLOOR, CEILING, REMAIN- MODIFY AS REQUIRED TO 400 SERIES WOODRIGHT LANDINGS, THAT ARE WALL 15" — — EXIST TO BE REMOVED( �
WALLS, ETC. ACCOMMODATE NEW CONSTRUCTION- LOCATED MORE THAN 30
VERIFY IN FIELD WITH LOW E4. INCHES MEASURED CONNECT TO
• U-FACTOR:50.30 EXISTING WASTE HWH 0
VERTICALLY TO THE EXIST TO REMAIN
• SHGC:50.30 ALL BATHROOM SHALL BE
NOTE: ALL ASSUMED EXISTING NOTE: HIGH EFFICACY LAMP 2 100% HIGH EFFICIENC FLOOR OR GRADE BELOW PROVIDE WITH ADEQUATE
NEW WOOD FRAME CNST �j
AT ANY POINT WITHIN 36 PLUMBING FIXTURES TO CW z
TRUCTURE SHALL BE VERIFIED IN FIE TO BE INSTALLED. LIGHTING CFL'S OR . NEW POURED CONCRETE
ALL DISCREPANCIES SHOULD BE ( INCHES HORIZONTALLY TO ALLOW FOR MIN. CLEAR
BROUGHT TO THE ARCHITECTS LED-S) THE EDGE OF THE OPEN SPACE DISTANCE it
" 4"x4" POST UNLESS OTHERWISE
ATTENTION IMMEDIATELY. NOTE: WINDOW FALL s AIR CHANGES PER SIDE. INSECT SCREENING THROUGHOUT ROOMS- BASEMENT 1 ® NOTED
HOUR SHALL NOT BE TOILET, SINK, TUB- AS
PROTECTION TO BE PROVIDE PER NTIA INTERNATIONAL O DETECTOR W BATTERY
• 2 ALL APPLIANCES CONSIDERED AS A GUARD. w � HARD WIRED SMOKE
FOR ALL WINDOWS AS PER RESIDENTIAL CODE SECTION N�o W � O N p W
jLQjL- PROVIDE ELECTRIC TO ALL R312 2 MUST BE ENERGY STAR
APPLIANCES TO MANUFACTURE CERTIFIED. R307.1 ����
w
BACK-UP
N F- m
SPECIFICATIONS ®j 1 80 CFM FAN TO EXTERIOR N \ Z Z
LEVEL FLOORS AS REQUIRED rLEVEL CEILINGS AS REQUIRED PLUMBING WASTE DIAGRAM WIRED CARBON (MONOXIDE
a DETECTOR W/ BATTERY BACK-UP Q Z
MIN 12" A.F.F. AS PER w Q
SCALE: 1/4" = 1'-0" 2020 RESIDENTIAL CODE OF NYS m Q W
0 o N o
',ARCHITECTS
5'-7" 3'-3" 12'-0" 5'-0" 6'-1" 3'-3" 4'-0" i"••TODD O'CONNELL
ARCHITECT P.C.
TODD O'CONNELL, AIA
2) 2X10 HDR EXIST. TW2021 TEMP.
(2) 2X10 HDR 2 2X10 HDR
1200 Veterans Memorial Highway
Suite 120
CXW235 SIMULATED CASEMENT 'WIL611 CXW235 SIMULATED CASEMENT'` >; Hauppauge,NY 11788
FOR EGRESS ACTING AS WDH REMODELED FOR EGRESS ACTING AS WDH -
:I P(631)650-6666
EQUIVALENT EQUIVALENT !U
° ATH ROOM'- " I o F(631)650-6667
7-L CLG. HT _ 10'-2"
o
co
C(516)658-0325
�o
o REMODELED I ®to
BEDROOM #2 -
¢ ., : FINAL BATHROOM LAYOUT
S i°r
AND FINISHES TO BE
75- CLG. HT i' .,. � .
' i I SELECTED BY OWNER � - - �
0
8'-2" )`2X10 HD 51 X
01 LO r
"� •� w O ROP. (2) 1 "X16" LVL IDGE jf ✓' ? r
m - J r
CXW135 SIMULATED �-
EGRESS ACTING ns REMODELED
PROPOSED
WDH EQUIVALENT BEDROOM #1 o I I PROPOSED° MASTER BEDROOM '� ��;:
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(8-12w) (8-12w)
BEDROOM 1 MASTER BEDROOM
158 SQ.FT. x 0.093 = 216.5 SQ.FT. x 0.093 =
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AS EXISTING ARE TO BE CONFIRMED DOUBLE ALL FLOOR JOISTS SMOKE DETECTORS TO BE BALUSTERS OR ORNAMENTAL 1 2 GYPSUM BOARD
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OTE: HIGH EFFICACY LAMP 2 100% HIGH EFFICIENC AT ANY POINT WITHIN 36 PLUMBING FIXTURES TO
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ATTENTION IMMEDIATELY. NOTE: WINDOW FALL 5 AIR CHANGES PER SIDE. INSECT SCREENING THROUGHOUT ROOMS- NOTED
HOUR SHALL NOT BE
PROTECTION TO BE PROVIDE TOILET, SINK, TUB- AS PER 2015 INTERNATIONAL - - - - - - - - - - - - - - HARD WIRED SMOKE
FOR ALL WINDOWS AS PER 2 ALL APPLIANCES CONSIDERED AS A GUARD. RESIDENTIAL CODE SECTION moa O' DETECTOR W/ BATTERY o_ p
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TODD O'CONNELL
,�CH I T E C T P.C.
TODD O'CONINELL, AIA
1200 Veterans Memorial Highway
Suite 120
Hauppauge,NY 11788
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P(631)650-6666
10" FLYING ARCH F(631)650-6667
C(516)658-0325
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GENERAL CONDITIONS
MINIMUM DESIGN DEAD LOADS* AS PER ASCE 7-16
UNLESS OTHERWISE NOTED, GENERAL &;
FIREPLACE ASPHALT ROOF SHINGLES 2020 ECC OF NEW YORK STATE - CHAPTER 3 TABLE C3.1 2020 ECC OF NEW YORK STATE (20182018 IECC):
CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE TO INSTALLED AS PER SECTION R905.2 OF (2018 IECC) R401.3: PERMANENT CERTIFICATE - SHALL BE
CONSTRUCTION, AIA DOCUMENT-201 LOAD ;E S'
BE AS INDICATED ON DRAWINGS. THE 2020 RESIDENTIAL CODE OF NYS _AIR LEAKAGE: COMPONENT (psf) COMPLETED BY THE BUILDER OR REGISTERED DESIGN USE SIMPSON Z-MAX OR HDG CONNECTORS � E�`R c H'i"T ww c'ta'
4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR WITH ALL SLOPED ROOF SHINGLES SHALL BE -JOINTS, PENETRATIONS, AND ALL PROFESSIONAL AND POSTED IN THE UTILITY ROOM OR TO INCREASE CORROSION RESISTANCE TODD O'CONNELL
SHALL OBTAIN CERTIFICATE OF 6 DUCT AND DAMPER EACH SIDE FOR GAF-CLASS-A ASPHALT ROOF SHINGLES OTHER SUCH OPENINGS IN THE C E I L I N G S OTHER APPROVED LOCATION INSIDE THE BUILDING. FOR ALL HARDWARE IN CONNECTION / A RCH I T E CT P.C.
A"TOTAL RECOVERY CAPACITY OF 150 OR APPROVED EQUAL. SHINGLES SHALL BUILDINGS ENVELOPE THAT ARE `
OCCUPANCY. SUBSTITUTIONS SHOULD W ACQ LUMBER.
NOT BE MADE WITHOUT WRITTEN ACOUSTICAL FIBER BOARD 1.0
CFM MIN. MAINTAIN MAXIMUM 20 CFM BE APPLIED OVER 15# ASPHALT FELT SOURCES OF AIR LEAKAGE MUST BE R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL WALL STUDS 0 16" O.C. TODD O'CONNELL, AIA
AUTHORIZATION BY THE ARCHITECT. THE GYPSUM BOARD (per INCH thickness) 0.55
INFILTRATION THROUGH THE FLUE WHEN WITH GAF-WEATHER-WATCH ICE AND SEALED. BE WEATHER-STRIPPED AND INSULATED TO A LEVEL
NOT IN USE PROVIDE FIREPLACE WATER BARRIER APPLIES AT EAVES, 1 2 INCHES 2.2
PREMISES SHALL BE KEPT REASONABLY -RECESSED LIGHTS MUST BE TYPE 1C ( / ) EQUIVALENT TO THE INSULATION ON THE SURROUNDING 1200 Veterans Memorial Highway
CLEAN AT ALL TIMES. AT THE OPENING WITH GLASS DOORS TO VALLEYS AND FLASHING. ROOFING RATED AND INSTALLED WITH NO (5/8 INCHES) (2.75) SURFACES. Suite 120
COMPLETION OF WORK, THE CONTRACTOR CONFORM TO THE 2015 IECC. FIREBOX CONTRACTOR TO PROVIDE ALL FLASHING PENETRATIONS, OR TYPE 1C OR NON-1C MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788
SHALL REMOVE ALL WASTE MATERIALS, TO BE COMPLETELY LINED WITH NECESSARY FOR A WATERTIGHT, RATED INSTALLED INSIDE AN SUSPENDED STEEL CHANNEL SYSTEM 2.0 R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE P(631)650-6666
TOOLS, RUBBISH, ETC., CLEAN GLASS FIREBRICK. PROVIDE MIN. 8" FIREPLACE WEATHERPROOF JOB. ROOFING IS TO BE APPROPRIATE AIR-TIGHT ASSEMBLY SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE TO <
AND LEAVE WORK BROOM CLEAN UNLESS WALL THICKNESS WITH 4" NON APPLIED IN STRICT ACCORDANCE WITH WITH 0.5" CLEARANCE FROM WOOD FURRING SUSPENSION SYSTEM 2.5 3 AIR CHANGES PER HOUR. F(631)650-6667
OTHERWISE SPECIFIED. THE CONTRACTOR THE MANUFACTURES SPECIFICATIONS. •• C(516)658-0325
COMBUSTIBLE FIRE STOPPING BETWEEN COMBUSTIBLE MATERIALS AND 3
SHALL CARRY WORKMAN'S COMBUSTIBLE WOOD FRAME CONTRACTOR SHALL SUPPLY COLOR CLEARANCE FROM INSULATION C 0 V E R I N G S, R 0 0 F A N D W A L L R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BOTTOM PLATE r- - r•
COMPENSATION AND GENERAL LIABILITY
CONSTRUCTION. SAMPLES OF THE SHINGLES FOR BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN RIM JOIST
ASPHALT SHINGLES 2.0
INSURANCE. ALL SHALL COMPLY WITH OWNERS APPROVAL, PRIOR TO VAPOR RETARDER: ACCORDANCE WITH THE CRITERIA LISTED IN TABLE
STATE AND LOCAL CODES AND FOUNDATION WATERPROOFING INSTALLATION. -REQUIRED ON THE WARM-IN-WINTER GYPSUM SHEATHING, 1/2-in. 2.0 402.4.1.1. WHERE REQUIRED BY CODE OFFICIAL, AN /
ORDINANCES. THE CONTRACTOR SHOULDINSTALL TWO LAYERS OF TOWELED ON SIDE OF ALL NON-VENTED FRAMED INSULATION, ROOF BOARDS (per inch thickness) APPROVED THIRD PARTY SHALL INSPECT ALL '
FULLY GUARANTEE HIS WORK AND THE INSULATION CEILINGS FIBERBOARD 1.5 COMPONENTS AND VERIFY COMPLIANCE.
WORK OF HIS SUBCONTRACTORS FOR A FIBERGLASS MASTIC. (FED. SPEC. S.S.C. WALLS, AND FLOORS. PERLITE 0.8
1 TYPE-1) MEMBRANE TO BE ALL EXTERIOR WALLS AND ROOFS SHALL
53 PE E ` .
PERIOD OF ONE YEAR AFTER ) BE INSULATED WITH KRAFT FACED MATERIALS IDENTIFICATION: POLYSTYRENE FOAM 0.2 R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT
COMPLETION OF THE PROJECT UNLESS CONTINUOUS FROM TOP OF FOUNDATION URETHANE WITH FOAM FOAM 0.5 II
FIBERGLASS BATT INSULATION BY JOHN -MATERIALS AND EQUIPMENT MUST BE SHALL BE TESTED AND VERIFIED AS HAVING < 3
AND EXTEND TO LAP EDGE OF FOOTING. MANVILLE OR APPROVED EQUAL KRAFT (P / )
OTHERWISE SPECIFIED. ALL WORK SHALL INSTALLED IN ACCORDANCE WITH THE PLYWOOD (per 1 8-in. THICKNESS 0.4 ACH50 IN CZ4A, 5, A6A. TESTING SHALL BE SUB FL00 NOTE:
ALL STRAPPING TO BE ; k
BE PERFORMED IN ACCORDANCE WITH FACE TO BE PLACED TOWARD WARM MANUFACTURER'S INSTALLATION RIGID INSULATION, 1/2-in. 0.75 CONDUCTED BY AN APPROVED THIRD PARTY. FLOOR JOIST INSTALLED AS PER MANUFACTURES ,
GOOD BUILDING PRACTICES. THE FIRE BLOCKING SIDE.UNLESS OTHERWISE NOTED. PROVIDE INSTRUCTIONS. SKYLIGHT, METAL FRAME, SILL PLATE SPECIFICATIONS AND NYS CODE
CONTRACTOR SHALL INDEMNIFY AND " WIRE GLASS 8.0 4
4. : COMBUSTION CLOSETS - ROOMS CONTAINING
FIRE BLOCKING SHALL BE PROVIDED, AS 11/2' RIGID FOAM INSULATION ON ALL -MATERIALS AND EQUIPMENT MUST R402. TERMITE SHIEL 16 Ga. STRAP TIES MANUFACTURED
HOLD HARMLESS THE OWNER, EXTERIOR FOUNDATION WALLS FROM IDENTIFIED SO THAT THE COMPLIANCE WOOD SHEATHING (PER INCH THICKNESS) 3.0 FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. BY SIMPSON STRONG-TIE CONNECTORS
ARCHITECT, AND THEIR AGENTS AND PER SECTION R502.13 OF THE 2020 FOUNDATION WALL
RESIDENTIAL CODE OF NEW YORK FOOTING TO 6"BELOW FINISHED GRADE CAN BE DETERMINED. WATERPROOFING MEMBRANE EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH ODEL No. CS16 OR APPROVED EQUIVALENT.
EMPLOYEES FROM AND AGAINST ALL UNLESS OTHERWISE SPECIFIED. CARE -MANUFACTURER MANUALS FOR ALL BITUMINOUS, SMOOTH SURFACE 1.5 INTAKE AND EXHAUST PIPES INSTALLED STRAP TO HAVE MIN. 12" BEARING ON THE STUD
CLAIMS, DAMAGES, LOSES AND STATE, TO CUT OFF ALL CONCEALED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 CONTINUOUS TO THE OUTSIDE AND WRAP UNDER SILL PLATE AT FOUNDATION.
EXPENSES, INCLUDING ATTORNEYS FEES DRAFT OPENINGS (BOTH VERTICAL AND SHOULD BE TAKEN NOT TO DAMAGE INSTALLED HEATING AND COOLING 11 3"x3"xl�i" STL. BEARING PLATE MANUFACTURED
FOUNDATION WATERPROOFING. EQUIPMENT AND SERVICE WATER F L 0 0 R F I L L
ARISING OUT OF OR RESULTING FROM HORIZONTAL). R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, BY SIMPSON STRONG-TIE CONNECTORS MODEL No. �
THE PERFORMANCE OF THE WORK PROVIDE FIRE BLOCKING IN CONCEALED HEATING EQUIPMENT MUST PROVIDED. LEIGHT WEIGHT CONCRETE, PER INCH 8.0 AND FILTER BOXES SHALL BE SEALED. LBPSY2 OR APPROVED EQUIVALENT
PROVIDED THAT ANY SUCH CLAIM, SPACES OF STUD WALLS AND -INSULATION R-VALUES AND GLAZING
DAMAGE, LOSS OR EXPENSE (A) IS PARTITIONS, INCLUDING FURRED SPACES GLASS WINDOWS AND DOORS U-FACTORS MUST BE CLEARLY MARKED SAND, PER INCH 8'0 R403.3.3: DUCT TESTING - DUCTS SHALL BE TYPICAL %"x12" HOOKED ANCHOR BOLT N
AT THE CEILING AND FLOOR LEVELS. TO BE INSTALLED AS PER SECTION R308 ON THE BUILDING PLANS OR STONE CONCRETE PER INCH 12.0 - 0 3'-0" O.C. vi O
ATTRIBUTABLE TO BODILY INJURY, OF THE RESIDENTIAL CODE OF N.Y.S. SPECIFICATIONS. PRESSURE TESTED TO DETERMINE AIR LEAKAGE.
CONCEALED HORIZONTAL FURRED F L O O R S A N D F L 0 0 R F I N I S H E S - W/ 7" MIN. EMBEDMENT INTO CONCRETE Z
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SICKNESS, DISEASE OR DEATH OR TO EXCEPTION: DUCT LEAKAGE TEST IS NOT
SPACES SHALL ALSO BE FIRE BLOCKED ALL GLASS IS TO BE INSULATED LOW-E - WITHIN 6-12" OF EACH END OF PLATE
INJURY TO OR DESTRUCTION OF UNLESS OTHERWISE SPECIFIED. GLASS DUCT INSULATION: CERAMIC OR QUARRY TILE (3/4-in.) REQUIRED WHERE THE DUCTS AND AIR HANDLERS ARE J U
TANGIBLE PROPERTY (OTHER THAN THE AT INTERVALS NOT EXCEEDING 10 FEET. SUBCONTRACTOR SHALL NOT INSTALL -SUPPLY DUCTS IN UNCONDITIONED ON 1/2-in. MORTAR BED 16.0 LOCATED ENTIRELY WITHIN THE BUILDING N J
WORK ITSELF INCLUDING THE LOSS OR GLASS UNTIL PROPER CLEARANCES ARE ATTICS OR OUTSIDE THE BUILDING MUST THERMAL ENVELOPE. Z
USE RESULTING THERE FROM).R (B) IS PLUMBING CONTRACTOR SHALL INSTALL WATER SKYLIGHT AND/OR SLIDING W NDOWSSASOORS, BE INSULATED
N R-8.NCONDITIONED CERAMIC OR QUARRY TILE (3/4-in.) 23 a FOUNDATION STRAPPING DETAIL CAUSED IN WHOLE OR IN PART BY ANY ON 1-in. MORTAR BED R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED Z
SUPPLY AND SANITARY SYSTEM AS
NEGLIGENT ACT OR OMISSION C THE REQUIRED BY CODE SHALL BE ATTICS OR OUTSIDE THE BUILDING MUST AS DUCTS OR PLENUMS
CONTRACTOR, ANY SUBCONTRACTOR, INDICATED. PROVIDE HOT AND COLD � CONCRETE FILL FINISH (PER INCH THICKNESS). 1.o SCALE: 1" = 1'-0"
INSULATED TEMPERED GLASS. ALL GLASS BE INSULATED TO R-4. Z0
ANYONE DIRECTLY OR INDIRECTLY SHUT-OFF VALVES AT ALL FIXTURES. HARDWOOD FLOORING, 7/7-in. 4.0 R403.4: MECHANICAL SYSTEM PIPING INSULATION - ��aZ o0
EMPLOYED BY ANY OF THEM, OR ALL WATER PIPING TO HAVE CLEANOUTS DOORS AND WINDOWS SHALL BE -SUPPLY DUCTS IN UNCONDITIONED o�.,oaw (no
INSTALLED IN STRICT ACCORDANCE WITH SPACES MUST BE INSULATED TO R-8. LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 CARRYING FLUIDS >105'F OR <55°F, INSULATE TO R-3 mk'za}m E
ANYONE FOR WHOSE ACTS ANY OF THEM AT ALL CHANGES OF DIRECTION AND AT =�oa� 8B
�• THE MANUFACTURES SPECIFICATIONS. -RETURN DUCTS IN UNCONDITIONED MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 MIN. ��o�R= wo'M
MAY BE LIABLE REGARDLESS OF BASE OF VERTICAL WASTES. USE 4 Q-01 0z ao
ALL WINDOWS ARE TO BE CAULKED AND SPACES (EXCEPT BASEMENTS) MUST BE aWaW �;-o0
WHETHER OR NOT IT IS CAUSED IN PART CAST IRON THROUGH FOUNDATION WALL SLATE (PER mm THICKNESS) 15.0 R403.6: MECHANICAL VENTILATION - THE BUILDING USE SIMPSON Z-MAX OR HDG CONNECTORS w f-Twwo as
SEALED AS PER 2015 IECC INSULATED TO R-2. a Fo� z�w I
BY A PARTY INDEMNIFIED HEREUNDER. PITCHED MIN. 1/8" PER FOOT. SOLID FLAT TILE ON 1-in. MORTAR BASE 23.0 SHALL BE PROVIDED WITH VENTILATION THAT MEETS TO INCREASE CORROSION RESISTANCE a��o� �w�� m
REQUIREMENTS. PROVIDE FLASHING PANS -INSULATION IS NOT REQUIRED ON FOR ALL HARDWARE IN CONNECTION �ooWaoaW
ALL MATERIALS, ASSEMBLIES, AND TRAP/WASTE SIZES FOR FIXTURES SHALL UNDER ALL SLIDER DOORS AND RETURN DUCTS IN BASEMENTS. THE REQUIREMENTS OF IRC/IMC. z r)0' JE" �oo 0
SUBFLOORING, 3/4-in. 3.0 W ACQ LUMBER. 'M'-° ,''',z ��W
METHOD OF CONSTRUCTION INCLUDING BE AS FOLLOWS: WINDOWS WITHIN A 6" OF AN EXTERIOR THE MECHANICAL VENTILATION RATE SHALL BE wnoNa � Y
BUT NOT LIMITED TO FORM-WORK, DISH WASHER 1 1/2" FLOORS, WOOD JOIST (no plaster) 12-1n. 16-in. NO GREATER THAN o� m��� }� v
BLOCK-WORK, FRAMING, NAILING, SURFACE. ALL EXTERIOR DOORS ARE TO DUCT CONSTRUCTION: o.c. O.C. o= mo
KITCHEN SINK 1 1/2" BE FULLY WEATHER-STRIPPED. PROVIDE -ALL JOINTS, SEAMS, AND JOIST SIZES (in.) (LB/FT2) (LB/FT2) 0.01 X CFA + 7.5 X (# OF BEDROOMS + 1) PROVIDE HOLD DOWNS AT 0NR�""=ana =0
PLACING OF CONCRETE, ETC. ARE TO BE LAVATORY 1 1/4" ALL SCREENS AND HARDWARE AS CONNECTIONS MUST BE SECURELY *CFA = CONDITIONED FLOOR AREA ALL CORNERS AND BOTH Wz�=a �B�`n UH-
CAREFULLY SUPERVISED BY THE 2x6 6 5 SIDES OF OPENINGS 6' o a-=o W z W0
SHOWER 2 REQUIRED. ALL GLASS IS TO BE FREE OF FASTENED WITH WELDS, GASKETS, 2x8 6 6 OR GREATER IN WIDTH o�wo,Q-c��W mR
CONTRACTOR TO BE SURE THEY ARE IN R403.7: EQUIPMENT SIZING - PER ACCA MANUEL S 20-'w �M v
TOILET 3 SCRATCHES AND IMPERFECTIONS AND MASTICS (ADHESIVES), a a =xo,, B o�„ -o
ACCORDANCE WITH THE DRAWINGS, „ GUARANTEED BY THE MANUFACTURER MASTIC-PLUS-EMBEDDED-FABRIC, OR 2x10 7 6 BASED ON LOADS CALCULATED PER ACCA MANUEL J. (n �o��oo oz
ALL SYSTEMS TO HAVE ONE 3 MAIN zF- a_jD o�
SPECIFICATIONS APPLICABLE CODES AND o��aQON ,F
' VENT STACK INCREASED TO 4" THROUGH FOR A PERIOD OF NO LESS THAN 5 TAPES. DUCT TAPE IS NOT PERMITTED. 2x12 I? 7 F }wx?d W=o
GOOD PRACTICE. DEVIATIONS FROM THE YEARS. ALL WINDOWS TO BE ANDERSEN EXCEPTION: CONTINUOUSLY WELDED R404.1: LIGHTING - A MINIMUM OF 75% OF oaw o�o�M
DRAWINGS AND SPECIFICATIONS WILL NOT THE ROOF. PROVIDE FROST PROOF FRAME PARTI TIONS ( sf PERMANENTLY INSTALLED FIXTURES MUST HAVE OUBLE 2X STUD ``ao z= o oma `'
HOSE-BIBS AS INDICATED ON PLANS UNLESS INDICATED OTHERWISE. AND LOCKING-TYPE LONGITUDINAL Lj_ WaY< zoo
BE PERMITTED WITHOUT WRITTEN WOOD OR STEEL STUDS, 1 2-in. GYP. BOTH SIDES 8.0 HIGH-EFFICANCY LAMPS. a-Wo ��a,z<;E o
WITH EASILY ACCESSIBLE DRAIN JOINTS AND SEAMS ON DUCTS / � �,��,-p WQ
AUTHORIZATION OF THE ARCHITECT. THE OPERATING AT LESS THAN 2" w. 500 WOOD STUDS, 2x4, UNPLASTERED 40 LOW-VOLTAGE LIGHTING EXEMPT a SIMPSON HDUI5-SDS2.5 '�'o�06Wz1�>
CONTRACTOR SHALL BE RESPONSIBLE DRAIN-COCKS. THE WATER SUPPLY AND 9 ( �'�on•zi,,r6 m
FOR THE SHOP DRAWINGS WHICH MAY SEWAGE DISPOSAL SYSTEM SHALL PA.) F R A M E W A L L S �� W0V3 F=, oma
a ocnv�ow ¢Ua0 Z
BE NEEDED. ALL DIMENSIONS AND COMPLY TO THE APPLICABLE COUNTY -DUCTS SHALL BE SUPPORTED EVERY a)-- �2 Haa �
DEPARTMENT OF HEALTH STANDARDS 10 FEET OR IN ACCORDANCE WITH THE EXTERIOR STUD WALLS: =s W W W�0=W ¢
CONDITIONS ARE TO BE FIELD VERIFIED. W vaw�aw o=N
CONTRACTOR TO REMOVE & RELOCATE AND REGULATIONS. APPROVAL OF ALL MANUFACTURER'S INSTRUCTIONS. 2x4 @ 16-in., 5/8-in. GYPSUM, 11.0 FS05owoF_oaa_OU-)<8_ �p
AS REQUIRED ALL EXISTING WORK WHICH PLUMBING MUST BE OBTAINED FROM PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR INSULATED, 3/8-in. SIDING HURRICANE ANCHORS MANUFACTURED BY II
APPROPRIATE LOCAL AUTHORITIES PRIOR THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A USP CONNECTORS MODEL No. TMU26,TMU210
INTERFERES WITH NEW CONSTRUCTION. II
2x6 ® 16-in., 5/8-in. GYPSUM, OR APPROVED EQUIVALENT AT EVERY
TO CONCEALMENT. PRIOR TO ORDERING, CONVENIENCE OF THE PAINTING VAPOR RETARDER. 12.0 RAFTER TO RIDGE CONNECTION WHEN A IC) }
CONTRACTOR SHALL SUPPLY CUTS OF INSULATED, 3/8-in. SIDING a . a II ---HOOKED ANCHOR BOLT -' m
CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE RAFTERS DO NOT ALIGN
FIXTURES FOR OWNERS APPROVAL. IN INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 MIN 12" PENETRATION
INTO FOUNDATION
THE EVENT THAT THE OWNER CHANGES, REQUIRED FOR VARIOUS SURFACES. IT IS -THE HVAC SYSTEM MUST PROVIDE A HURRICANE ANCHORS MANUFACTURED BY a
WINDOWS, GLASS, FRAME AND SASH 8.0 USP CONNECTORS MODEL No. ST22
THE CONTRACTOR SHALL CREDIT THE THE INTENT OF THESE SPECIFICATIONS MEANS FOR BALANCING AIR AND WATER OR APPROVED EQUIVALENT AT EVERY OOF RAFTERS
OWNER FOR THE FULL SUBCONTRACTORS TO PROVIDE A COMPLETE FINISH. ALL SYSTEMS. CLAY BRICK WYTHES: RAFTER TO RIDGE CONNECTION
COST FOR THE CHANGED UNIT. PAINTED SURFACES MUST BE FULLY 8 IN 4 IN 79.0 WHEN RAFTERS ALIGN
COVERED IN A UNIFORM MANNER TO BE TEMPERATURE CONTROLS:
SITE WORK HVAC 12 IN 115.0 N
ACCEPTABLE. -EACH DWELLING UNIT HAS AT LEAST
16 IN 155.0
STAKEOUT IS TO BE PERFORMED BY A RIDGE Z
LICENSED SURVEYOR. STAKING AND SYSTEM TO BE DESIGNED BY OTHERS. INTERIOR WOOD SURFACES-APPLY TO ONE THERMOSTAT CAPABLE OFUj
LAYOUT ARE TO ESTABLISH ALL LINES PROVIDE PROPER SUPPLY TO ALL LIGHTLY SANDED SURFACES, WALLS, AUTOMATICALLY ADJUSTING THE SPACE WYTHES THICKNESS (IN INCHES) 6 8 10
AND BENCHMARKS. VERIFY ALL GIVEN ROOMS & CONFORM WITH ALL STATE DOORS, FRAMES, TRIM, AND BASES, ONE TEMPERATURE SET POINT OF THE 12
AND LOCAL CODES. COAT WOOD FILLER OR STAIN AND TWO LARGEST ZONE. DENSITY OF UNIT (105 PCF) ANCHOR BOLT DETAIL 0
DATA ON DRAWINGS. IN CASE OF COATS MCKLUSKY'S EGGSHELL FINISH NO GROUT 22.0 24.0 31.0 37.0 43.0
DISCREPANCY, RECEIVE CLARIFICATION z
NON-YELLOWING POLYURETHANE. ELECTRIC SYSTEMS:
FROM ARCHITECT PRIOR TO PROCEEDING. (GROUT SPACING) SCALE: 1" = 1'-0" 0
EXCAVATE AND BACK FILL FOR WORK GYPSUM BOARD- MINIMUM ONE COAT -SEPARATE ELECTRIC METERS ARE 48 IN. O.C. 29.0 38.0 47.0 55.0 j
INDICATED ON DRAWINGS. STOCKPILE PRIMER AND TWO COATS FLAT PAINT. REQUIRED FOR EACH DWELLING UNIT. 40 IN. O.C. 30.0 40.0 49.0 57.0
TOPSOIL OBTAINED FROM STRIPPING EXTERIOR WOOD SURFACES- TWO COATS 32 IN. O.C. 32.0 42.0 52.0 61.0
EXTERIOR GRADE STAIN. FIREPLACES: 24 IN. O.C. 34.0 46.0 57.0 67.0 z
DRIVEWAY AND BUILDING SITE.
O �
STOCKPILE ALL EXCAVATED MATERIAL. EXTERIOR EXPOSED METAL- MINIMUM -FIREPLACES MUST BE INSTALLED WITH 16 IN. 0. C. 40.0 53.0 66.0 79.0
NEW AND EXISTING BACK FILL MATERIAL FRAMING AND ROUGH CARPENTRY ONE COAT ZINC CHROMATE AND TWO TIGHT FITTING NON-COMBUSTABLE FULL GROUT 5.0 75.0 95.0 115.0 Z
AND TOPSOIL ARE TO BE FREE OF JOISTS RAFTERS AND STUDS SHALL BE COATS EXTERIOR ENAMEL. FIREPLACE DOORS DENSITY OF UNIT (125 PCF)- SEE ASCE STANDARD - MINIMUM DESIGN N
CONSTRUCTION GRADE DOUGLAS ALL MATERIAL SHALL BE OF BEST -FIREPLACES MUST BE PROVIDED WITH
WEEDS, TREE ROOTS, ROCKS AND DENSITY OF UNIT (135 PCF) LOAD FOR BUILDING STRUCTURES AND N
A SOURCE OR COMBUSTION AIR AS
FIIR-SOUTH SELECT STRUCTURAL. ALL QUALITY PITTSBURGH, PRATT &
DEBRIS. ALL SURPLUS MATERIAL THAT IS different dead load OTHER STRUCTURES -ASCE7-16 0 ¢
UNSUITABLE FOR BACK FILL MATERIAL WOOD SILLS AND WOOD IN CONTACT LAMBERT, DUTCH BOY. CABOTS, REQUIRED BY THE FIREPLACE values for differ (PCF) RIDGE STRAPPING DETAIL
CDX \ 0
SHALL BE REMOVED FROM THE SITE. WITH MASONRY SHALL BE ACQ. ALL MCKLUSKYS, OR APPROVED EQUAL. CONSTRUCTION PROVISIONS OF THE N
PROTECT ALL TREES WITHIN EIGHT FEET EXTERIOR SHEATHING SHALL BE 1/2 CONTRACTOR IS TO PROVIDE SAMPLES BUILDING CODE OF NEW YORK STATE SOLID CONCRETE MASONRY UNIT WYTHES: r-
/ WYTHES THICKNESS (IN mm) 4 6 8 10
OF THE BUILDING. PROPER APPROVALS DOUGLAS FIR PLYWOOD. SUB-FLOORS TO OF ALL PAINTS AND STAINS FOR THE RESIDENTIAL CODE OF NEW YORK 12 STATE OR THE NEW YORK CITY BUILDING SCALE: 3/4" = 1'-O" >
MUST BE OBTAINED BEFORE COVERING BE 3/4" CDX PLYWOOD EXTERIOR ARCHITECT'S AND/OR OWNERS Y 32.0 51.0 69.0 87.0 105.0 w
ANY EXCAVATED WORK. SHEATHING TO BE COVERED WITH APPROVAL. CODE, AS APPLICABLE. BERTY 8F UNIT OR 1360 38.0 60.0 1.0 02.0 124.0 HURRICANE ANCHORS MANUFACTURED BY
DENSITY OF UNIT (135 PCF) 41.0 4.0 87.0 110.0 133.0 SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A
TYVEK HOUSE WRAP OR APPROVED OR APPROVED EQUIVALENT AT EVERY
CONCRETE BLOCK EQUAL. BLOCK STUD WALLS AT 1/2 SERVICE WATER HEATING:
GYPSUM WALL BOARD WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR RAFTER TO PLATE CONNECTION BOTH SIDES WHEN
ALL CONCRETE BLOCK IS TO HAVE / INSTALLED AS PER SECTION R702.3.2. I WATER HEATERS WITH VERTICAL PIPE PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES AFTERS DO NOT ALIGN WITH STUDS
STORY HEIGHTS AND AT ALL RISERS MUST HAVE A HEAT TRAP ON
"DUR-O-WALL" REINFORCING EVERY UNSUPPORTED EDGES OF PLYWOOD. THROUGH R702.3.6 OF THE 2020 GIVEN REPRESENT AVERAGES. IN SOME CASES THERE IS A
RESIDENTIAL CODE OF NYS. GYPSUM BOTH THE INLET AND THE OUTLET CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION.
THIRD COURSE. FILL TOP COURSE SOLID. PROVIDE SOLID BLOCKING AND DIAGONAL UNLESS THE WATER HEATER HAS AN I__�_J
MORTAR MIX TO BE ONE PART WALLBOARD APPLICATION SHALL BE BRACING OF FLOOR JOISTS AT 8' O.C. TAPE JOINT SYSTEM. ALL GYPSUM INTEGRAL HEAT TRAP OR IS PART OF A z
PORTLAND CEMENT, ONE PART LIME MAXIMUM AND SOLID BLOCKING UNDER CIRCULATING SYSTEM. 1 MIN. EDGE SIMPSON STRONG-TIE CONNECTOR U W
>�
PUTTY, AND SIX PARTS SAND, OR ONE ALL UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" -INSULATE CIRCULATING HOT WATER DIFFERENCE DL. #H7Z TO BE USED WHEN O G)
PART MASONRY CEMENT AND THREEALL CAP PLATES TO BE DOUBLED AND ON CEILINGS UNLESS OTHERWISE PIPES TO THE LEVELS ON TABLE 1RAFTER ALIGNS WITH STUD _ - 2:Q�
.
PARTS SAND. NAILED BOTTOM CAP PLATED TO END OF INDICATED. FINISH JOINTS, J-BEADS. USE A MINIMUM OF TWO 8d \� W
NAIL DIMPLES, CORNERS AND EDGES / ;o; • � �
STUDS. LAP CAP PLATES AT CORNERS. CIRCULATING HOT WATER SYSTEMS: NAILS THIS SIDE WITH A
CONCRETE WHERE FLUSH FRAMING OCCURS, USE SHALL BE TAPED AND RECEIVE THREE TOTAL OF FOUR INTO RAFTE LJ
NO CONCRETE OR MASONRY WORK -INSULATE CIRCULATING HOT WATER W z
COATS OF JOINT COMPOUND. ALLOW 24 � I
MIN. 16GA SHEET METAL JOIST HANGERS PIPES TO THE LEVELS ON TABLE 1. I r n
SHALL BE DONE DURING TEMPERATURES BY "TECO" OR APPROVED EQUAL. ALL HOURS TO DRY BETWEEN COATS. FINAL 4• ® o I t` z v J
OF 40 DEGREES F. AND FALLING. NO COAT TO BE SANDED SMOOTH. METAL o a o� ROOF RAFTER II '
CONCRETE SHALL BE PLACED ON CORNERS TO BE MINIMUM 3/2X4 STUDS. CORNER BEAD TO BE USED ON ALL HEATING AND COOLING PIPING 5/8"0x12" STEEL ANCHOR DOUBLE TOP PLATE I l 0 W 0
HEADERS SHALL BE MINIMUM 2/2X6OUTSIDE CORNERS AND AROUND ALL INSULATION: BOLTS AT 3'-0" O.C. MAX. I I %; U z o
FROZEN SURFACES. NO ADDITIVES SHALL UNLESS NOTED ON PLANS. MINIMUM -HVAC PIPING CONVEYING FLUIDS I
BE ALLOWED WITHOUT WRITTEN OPENINGS. MIN EMBEDMENT OF 7 0
BEARING FOR STUDS, JOISTS AND BEAMS ABOVE 105°F OR CHILLED FLUIDS BELOW
PERMISSION OF THE ARCHITECT ALL SHALL BE 3 1 2". USE DOUBLE JACK ELECTRICAL 55°F MUST BE INSULATED TO THE ; a• STUD PLATE TIES MANUFACTURED BY SIMPSON W OI
CONCRETE IS TO BE MIN. 3,500 P.S.I. / / <M=
AT 28 DAYS & 4, STUDS FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE LEVELS IN TABLE 2. SEE PLA � ; STRONG-TIE CONNECTORS MODEL No. RSP4
000 PSI FOR GARAGE LENGTH. NATIONAL ELECTRICAL CODE AND ALL a \� \\ OR APPROVED EQUIVALENT AT EVERY STUD Q _
SLAB. PROVIDE ALL SLEEVES AND �-
I � TO PLATE CONNECTION WHEN RAFTERS DO NOT O
FOUNDATION VENTS AS REQUIRED BY STATE, LOCAL, AND UTILITY COMPANY �� ALIGN WITH STUD
NYS CODE. UNLESS INDICATED, ALL CODES AND REGULATIONS. ALL CIRCUITS I
Q 0
FOUNDATION FOOTINGS ARE TO BEA NOTE: ALL NON-ENGINEERED LUMBER TO SHALL BE MINIMUM 15 AMP. POWER �a a %;Q STUDS ® 16O.C. (� Q
MIN. 8" DEEP PROJECTING 6" ON EACH BE DOUGLAS FIR 2 OR BETTER WIRING SHALL BE MINIMUM 14 AWG. "
SIDE OF THE FOUNDATION WALL. # CONVENIENCE OUTLETS SHALL BE z
PROVIDE TWO #4 DEFORMED BARS LOCATED 12" ABOVE FINISHED FLOOR e a
CONTINUOUS IN THE FOOTING. ALL 4" UNLESS OTHERWISE INDICATED. ALL c
THICK CONCRETE SLABS TO HAVE 6X6 SWITCHED TO BE LOCATED 36" ABOVE �� o
0 8d NAIL
10/10 WELDED WIRE REINFORCING. THE FINISHED FLOOR UNLESS OTHERWISE INTO PLATESS
ANCHOR BOLTS IN CONCRETE SHALL BE INDICATED. SUPPLY RECOMMENDED 0C14o
HOOKED 5/8" X 12" AT MAX. 3' O.C. LAMPS IN ALL FIXTURES. cD \ O
IGHT 8d NAILS
PROVIDE BITUMEN EXPANSION JOINTS INTO STUDS c14 Z Z)
BETWEEN SLABS AND FOUNDATION ANCHOR BOLT DETAIL ROOF STRAPPING DETAIL Q N Q O
WALLS. '
� � z
w 3:
SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" m Q �
O ¢ U 0
TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS 4 _
TABLE R602.3(1) TABLE R602.3(1) BEARING WALLS NON-BEARING WALLS
FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN
NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, PLU SUPPORTING TWO FLOORS, LATERALLY LATERALLY
ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c STUD SIZE MAXIMUM SPACING WHEN ; R R C HI I f ECT'Ste.
INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY ROOF-CEILING ASSEMBLY 0 PLUS A ROOF-CEILING SUPPORTING TWO SUPPORTING UNSUPPORTED UNSUPPORTED -•TODD O'CONNELL
EDGES h SUPPORTS c,e (INCHES a STUD HEIGHT STUD HEIGHT t ARCHITECT P.C.
ROOF (INCHES) (INCHES) ) HEIGHT (FEET) OR A HABITABLE ATTIC A HABITABLE ATTIC ASSEMBL ASSEMBLY OR A HABITABLE ONE FLOOR HEIGHT ° (INCHES) ..t�..
4-8d BOX (2 I"X0.113") OR WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO ASSEMBLY, ONLY (INCHES) (INCHES) ATTIC ASSEMBLY (INCHES) ° (FEET) a (FEET)
1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-8d COMMON (2 Y12"X0.131"); OR TOE NAIL FRAMING [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING]
TO TOP PLATE 3-10d BOX (2 Yz"X0.128"); OR ) NAIL TODD O'CONNELL, AIA
3-3"X0.131" NAILSf
30 �" - Y12" 8d COMMON (2 Yz"X0.131")NAIL (roof); or 6 12 1200 Veterans Memorial Highway
RSRS-01 2 " X 0.113" nail roof Suite 120
4-8d BOX (2 J"X0.113") OR 8d COMMON NAIL (2 Yz"X0.131"); or RSRS-07; f
Y2"X0.131"); OR 31 t z» - 1 2 fib" X 0.113") nail roof 6 12 Hauppauge,NY 11788
3-8d COMMON (2
2 CEILING JOISTS TO TOP PLATE PER JOIST, TOE NAIL ( (roof)
3-10d BOX (2 Yz"X0.128"); OR 10d COMMON (3"X0.148" NAIL; OR 6 12 P(631)650-6666
F(631)650-6667
3-3"X0.131" NAILS 32 1 )C - 1 Ya" 8d (2 Yz"X0.131") DEFORMED NAIL
CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-10d BOX (3"X0.128") OR OTHER WALL SHEATHING
3 LAPS OVER PARTITIONS 3-16d COMMON (3 X"X0.162"); OR
(see Section R802.5.2 and Table 802.5.2) 4-3"X0.131" NAILS 33 )z" STRUCTURAL CELLULOSIC FIBERBOARD 1 Yz" GALVANIZED ROOFING NAIL, 74e HEAD 3 6 (516)658-0325
FACE NAIL
SHEATHING DIAMETER, OR 1 s LONG 16 ga. STAPLE WITH 24 10 16
316" or 1" CROWN 2X4 10 24� 16c --
CEILING JOIST ATTACHED TO PARALLEL RAFTER TABLE 8802.5.2 1 3'a" GALVANIZED ROOFING NAIL, 3(e' HEAD 2X6 1O 24 24 16 24 20 24
34 2
4 HEEL JOINT %2" STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER, OR 1 X12" LONG 16 a. STAPLE WITH 3 6 �' f a ,t
( ) (see Section R802.5.2. and Table R802.5.2) FACE NAIL SHEATHING 9
rib OR t" CROWN FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8mm
4-10d BOX (3"X0.128") OR 1 GALVANIZED ROOFING NAIL; STAPLE
d 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 SIDE OR
35 )z" GYPSUM SHEATHING GALVANIZED, 1 Y12" LONG; 1 Ya" SCREWS, 7 7 BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED WHERE IN
5 COLLAR TIE TO RAFTER, FACE NAIL OR 1 Ya" X 20ga. 3-10d COMMON (3 Yz"X0.148"); OR •' 'o
RIDGE STRAP TO RAFTER 4-3"x0.131" NAILS FACE NAIL EACH RAFTER d 1 $'a" GALVANIZED ROOFING NAIL; STAPLE COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. -r
36 %" GYPSUM SHEATHING GALVANIZED, 1 %" SCREWS, TYPE W OR S 7 7 b. SHALL NOT BE USED IN EXTERIOR WALLS
c. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 2X6 OR '
3-16d BOX NAILS (3 }"X0.135") OR 2 TOE NAILS ON ONE SIDE WOOD STRUSTRUAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
3-10d COMMON NAILS (3"X0.148"); OR AND I TOE NAIL ON OPPOSITE 6d DEFORMED (2"X0.120") NAIL; OR
THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. ',
6 RAFTER OR ROOF TRUSS TO PLATE 4-10d BOX3"X0.128"); OR SIDE OF EACH RAFTER OR 37 3'a" AND LESS 6 12
4-3"X0.131" NAILS 1
( TRUSS 8d COMMON (2 )i"X0.131") NAIL
8d COMMON (2"X0.131") NAIL; OR TABLE R60�7 10
4-16d (3 J"XO.135") OR 38 %" - 1" 8d DEFORMED (2 l�"X0.120") NAIL 6 12 .4- BRACING METHODS .�
3-10d COMMON (3"X0.148"); OR TOE NAIL CONNECTION CRITERIA
4-10d BOX (3"x0.128"); OR 10d COMMON (3"x0.148") NAIL; OR 6 12 METHODS, MATERIAL MINIMUM THICKESS FIGURE
3s 1 J�" - 1 Ya" FASTENERS SPACING
8d DEFORMED (2 Y12"X0.120" NAIL , $, t•
7 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR 4-3"X0.131" NAILS 8301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN
ROOF RAFTERS TO MINIMUM 2" RIDGE BEAM ( J» ) FOR SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 MILE PER HOUR = 0.447 m/s; 1 ksi = 6.895 MPa WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE NE DEBRIS. GLAZED
3-16d BOX 3 X0.135" OR EXTERIOR SHEATHING PER 6" EDGES 12" FIELD
2-16d COMMON (3 Jz"X0.162"); OR TOE NAIL TABLE 8602.3 (3) 01
OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE
3-3"X0.131" NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.192 INCH (20d COMMON CONTINUOUiLY SHEATHED 3/8" LARGE MISSILE TEST OF ASTM E 1996 AND ASTM E 1886 AS MODIFIED IN SECTION V LO
WALL NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL
3-10d BOX (3"X0.128"); OR a. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CS-WSP
VARIES BY FASTENER P0INCH OR LESS. TABLE 8602.3 (t) or 8602.3 (2) MEET THE REQUIREMENTS OF AN IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. (SEE
16d COMMON (3 Y12"X0.162") 24" O.C. FACE NAIL b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16-INCH ON DIAMETER CROWN WIDTH.
8 STUD TO STUD (NOT AT BRACED WALL PANELS) 10d (3"X0.128"); OR c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. 0rT
TABLE BEp LOW) (�
16" O.C. FACE NAIL d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. = N
3"x0.131") NAILS EXCEPTION:
e. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 8602.3 (2). W b,c N O
f. WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END g Ci-G WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN 7/6 INCH AND A SPAN F_ �
16d BOX (3 Jz"X0.135"); OR 12" O.C. FACE NAIL WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR CONTINUOUSLY SHEATHED OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS Z
STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131" NAILS 3 " SEE METHOD CS-WSP SEE METHOD CS-WSP <
9 CORNERS (AT BRACED WALL PANELS) ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH DISTANCE FROM Z WOOD STRUCTURAL PANEL /$ SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING F_ U
16d COMMON (3 )z"X0.162") 16" O.C. FACE NAIL RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER To GABLE END WALL FRAMING. ADJACENT TO GARAGE J
g. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL OPENINGS CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS J
16d COMMON (3 Y12"x0.162") 16" O.C. EACH EDGE FACE NAIL CONFORM TO ASTM C 208. < REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT fn
10 BUILT-UP HEADER2" TO 2" HEADER WITH Yz" SPACER h. SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND W Z (n
HEADER (2" 16d BOX (3 Yz"X0.135") 12" O.C. EACH EDGE FACE NAIL AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING = HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONET AND O >_
MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT to CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE 7, U Z
5-8d BOX (2 Yz"X0.113"); OR BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID Ln WITH THE PERMANENT CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND
SEE
11 CONTINUOUS HEADER TO STUD 4-8d COMMON (2 Yz"X0.131"); OR TOE NAIL BLOCKING. Z CS-PF
4-10d BOX (3"X0.128" i WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE , PROVIDE TWO TOE NAILS ON ONE 0 CONTINUOUSLY SHEATHED 7�6" SECTION R602.10.6.4 SEE SECTION R602.10.6.4 ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH zw
-1 1
SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE Z PORT& FRAME TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET W 0 o 00
16d COMMON (3 J1"X0.162") 16" O.C. FACE NAIL SIDE OF THE RATER SHALL NOT BE REQUIRED. OR LESS WHERE THE ULTIMATE DESIGN WIND SPEED, IS 180 MPH OR LESS. �0Lo0aw X0
12 TOP PLATE TO TOP PLATE 10d BOX (3"X0.128"); OR O 02 H Z >-m =w
12" O.C. FACE NAIL U = 0-' '
3"x0.,3,") NAILS TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES 1 h" long X 0.12 dia. B�o�''= WOC
8-16d COMMON (3 J"X0.162"); OR FACE NAIL ON EACH SIDE OF a.b.c.d�e.f.a.h » » (for X" thick sheathing) TABLE R301 .2.1 .2: WINDBORNE DEBRIS PROTECTION FASTENING <<z<a0 F00
FROM WIND ASD POUNDS PER CONNECTION Y2 or 25/ for , -Y4" long x 0.12 dia. w= WF-D:vi
13 DOUBLE TOP PLATE SPLICE 12-16d BOX 3 Yt"X0.135" ; OR END JOINT MINIMUM 24" LAP d 32 9 U�m W Z�w 0
12-10d BOX (3"X0.128"); OR SPLICE LENGTH EACH SIDE OF CS-SFB » (for 2�s2" thick sheathing) 3" EDGES 6" FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS
12-3"X0BOX NAILS END JOINT) EXPOSURE B CONTINUOUSLY SHEATHED maximum 16 n U"0? �L W m
STRUCTURAL FIBERBOARD galvanized roofing nails or 8d common
UJ
ULTIMATE DESIGN WIND SPEED Vult (mph) stud spacing (2 7�" long X 0.131" dia.) nails FASTENER SPACING z conCLLW 0Of Oo 0
RAFTER OR ROOF SPAN -L �U,-w is w W Y
130 mph 140 mph FASTENER TYPE 4 FOOT 6 FOOT >�Z m w o 0 m o v
P P PANEL SPAN < PANEL SPAN < PANEL SPAN OD MOM J MO
TRUSS SPACING (FEET) 0 0=W W U
ROOF PITCH ROOF PITCH FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8mm, 1 degree = 0.0175 rad, 1 pound per square foot=47.8 N/m2, 1 mile per hour = 0.447 <-4 FOOT <_ 6 FOOT < 8 FOOT ,N��J"=o oo_ =O
WZ�<W�0LfUJ UH-
16d COMMON (3 Y2"X0.162") 16" O.C. FACE NAIL <5:12 >5:12 <5:12 >5:12 m/s' o t 2 N0. 8 WOOD SCREW BASED 0 Ww�<o<�OF
a. Adhesive attachment of wall sheathing including Method GB, shall not be permitted in Seismic Design Categories C, D , D and D ANCHOR WITH 2 INCH o��F-zCJ W z m
14 BOTTOM PLATE TO JOINT, RIM JOIST, BAND JOIST OR 16d BOX (3 JTZ"X0.135"); OR 12 95 88 122 113 b. Applies to anels next to arae door o eni w ere supporting able end wall or roof load only. Shall only be used on one wall of 16 10 8 z WL0<0FW F-0 U
BLOCKING (NOT AT BRACED WALL PANELS) 3"X0.131") NAILS 12" O.C. FACE NAIL 18 122 112 157 146 PP P garage P h f�P 9 9 Y Y EMBEDMENT LENGTH <o HWZWzo�,
24 149 137 192 178 the garage. In Seismic Design Categories D , D , and D roof covering dead load shall not exceed 3 psf. �<��J000zo
3-16d BOX (3 Y2"X0.135"); OR 3 EACH 16" O.C. FACE NAIL c. Garage openings adjacent to a Method CS-G panel shall be provided with a header in accordance with Table R602.5 (1). A full height NO. 10 WOOD SCREW o 0 <<0 W o-IF-
28 167 153 216 200 W z- a-
15 BLOCKING NG LATE TO BRACED WALLPANIELS)BAND JOIST OR 4_36X07OMM NAILS "X0.162"); OR 2 EACH 16" O.C. FACE NAIL 4 EACH 16" O.C. FACE NAIL 12" O.C. 32 185 170 240 222 clear Opening shall not be permitted to a Method CS-G panel. o t 2 BASED ANCHOR WITH 2 16 12 9 (F<jWl}aJ1W�V1�w NQS
( 36 203 186 264 244 d. Method CS-SI=B does not apply in Seismic Design Categories D , D D 0 2 �aJF- 0�
e. Method applies to detached one and two-family dwellings in Seismic Design Categories D through D only. INCH EMBEDMENT LENGTH C5(nNd<CD Z 00F
4-8d BOX 2 x0.113 ; OR 42 230 211 300 278 PP Y 9 9 9 9 Y w_ W �<o z w o
n.=wom �-z;
3-16d BOX (3 Y2"X0.135"); OR 48 258 236 336 311 rn F-cn S F-o W<<V >-
4-8d
4-8d COMMON (2 Y2'X0.131"); OR TOE NAIL 12 126 117 162 150 Y4 INCH LAG SCREW BASED v;a-oow!'W'WPM
TABLE R602.10.5 O0 ��a 0Z W�
a-Cod Box (3"x0.128"); OR 18 162 149 209 194 ANCHOR WITH 2 INCH 16 16 16 Zu-0aDWF-oW-�0 m
16 TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131 NAILS
Uui < OW
LENGTH OF BRACE WALL PANELS <� Wocr ~moo z
3-16d BOX (3 "X0.135"); OR 24 198 182 255 237 EMBEDMENT LENGTH WW <o
2-16d COMMON (3 Y2"X0.162"); OR END NAIL 16" O.C. 28 222 203 287 266
�HQN��F ��aIt ?,
MINIMUM LENGTH o- Of W Of-_-
=S W N W�U=W <
32 246 226 319 295 METHOC (INCHES) W 0 0'X:�`' w W Z V
3- BOX (3"X0.128"); OR Of
3-33""XX 0.131" NAILS
CONTRIBUTING F a vWi o,o o cn<o p
36 270 247 351 325 ADJACENT CLEAR OPENNG WALL HEIGHT LENGTH 0. THIS TABLE IS BASED ON 180 MPH ULTIMATE
42 306 281 399 370 HEIGHT (INCHES)
3-10d BOX (3"X0.128"); OR 48 343 314 447 414 INCHES 8 FEET 9 FEET 10 FEET 11 FEET 12 FEET DESIGN WIND SPEED ANDA 33 FOOT MEAN ROOF
2-16d COMMON (3 X"X0.162"); OR HE!GHT.
17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 3-3"X0.131" NAILS FACE NAIL EXPOSURE C CS-WSP S 64 24 27 30 33 36 ACTUAL b. FASTENERS SHALL BE INSTALLED AT OPPOSING C
3-8d BOX (2 "x0.113 ; OR ULTIMATE DESIGN WIND SPEED Vult (mph) ENDS OF THE WOOD STRUCTURAL PANEL. m
2-8d COMMON (2 Y2"x0.131"); OR FASTENERS SHALL BE LOCATED NOT LESS THAN INCH
18 1" BRACE TO EACH STUD AND PLATE RAFTER OR ROOF SPAN
2-10d BOX (3"X0.128"); OR FACE NAIL 130 mph 140 mph FROM THE EDGE OF THE PANEL.
2 STAPLES 1 -" TRUSS SPACING (FEET) TABLE R507.2 C. ANCHORS SHALL PENETRATE THROUGH THE
3-8d BOX 2 X0.113 • OR ROOF PITCH ROOF PITCH
2-8d COMMON (2 Y2"x0.131"); OR DECK LEDGER CONNECTION TO BAND JOIST o,b EXTERIOR WALL COVERING WITH AN EMBEDMENT
19 1" X 6" SHEATHING To EACH BEARING 2-10d BOX (3"X0.128"); OR FACE NAIL <5:12 >5:12 <5:12 >5:12
DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE
2 STAPLES, 1"CROWN, 16ga.,1 -" LONG 12 161 151 198 186 BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT
3-8d Box (2 "x0.113 ; OR 18 208 195 257 242 (n
3-8d COMMON (2 Y2"x0.131"); OR 24 256 239 317 298 CONNECTION DETAILS JOIST SPAN LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE Z
6' AND LESS 6' 1" TO 8' 8't" TO 10' 10'1 TO 12' 12'1 TO 14' 14'1" TO 16' 16'1 TO 18
3-10d BOX (3"x0.128"); OR 28 289 269 358 335 CONCRETE BLOCK OR CONCRETE. W
12" O.C. ON-CENTER SPACING OF FASTENERS
3 STAPLES, 1"CROWN, 16ga.,1 W LONG 32 321 299 398 373 Z)
INCH DIAMETER LAG SCREW a,d d. PANELS ATTACHED TO MASONRY OR �
20 1" X 8" AND WIDER SHEATHING TO EACH BEARING WIDER THAN 1" X 8" FACE NAIL 36 353 329 438 411 30 23 18 15 13 11 10 MASONRY STUCCO SHALL BE ATTACHED USING
WITH INCH MAAIAUM SHEATHING
4-8d BOX (2 J"x0.113"); OR 42 402 375 499 468 / O
INCH DIAMETERBOLT WITH J INCH 36 36 34 29 24 21 is VIBRATION-RESISTANT ANCHORS HAVING AN 0
3-8d COMMON (2 Y12"X0.131"); OR 48 450 420 560 524 MAXIMUM SHEATHNG d
3-10d BOX (3"x0.128"); OR 12 214 201 263 247 M INCH DIAMETERBOLT WITH 1-INCH ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN Z
4 STAPLES, 1"CROWN, 16ga.,1 X" LONG 18 277 259 342 322 MAXIMUM SHEATHING a 36 36 29 24 21 18 16 O
FLOOR 24 340 318 422 396 1,500 POUNDS. F-
FOR SI: 1 inch =25.4 mm, 1 foot =304.8 mm, 1 pound per square foot = 0.0479 kPo U
4-8d BOX (2 J"X0.113"); OR 28 384 358 476 446 a. Ledgers shall be flashed In accordance with Section R703.4 to prevent water from contracting the house band joist.
16" O.C.
21 JOIST TO SILL, TOP PLATE OR GIRDER 3-8d COMMON (2 X"X0.131"); OR 32 427 398 529 496 b. Snow load shot not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER
3-10d BOX (3"X0.128"); OR TOE NAIL 36 469 438 583 547 c. The tip of the og screw shall fully extend beyond the inside face of the band joist. TABLE R301.7 (n
3-3"X0.131" NAILS d. Sheathing shollbe wood structural panel or solid sawn lumber
8d BOX 2 "X0.113" 4" O.C. TOE NAIL 42 535 499 664 622 e. Sheathing shallbe permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. O O
48 599 559 745 697 Up to 1/2-inch lickness of stacked washers shall be permitted to substitute for up to 1/2-inch of allowable ALLOWABLE U Z
22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON (2 Y12"X0.131"); OR sheathing thicknes where combined with wood panel or lumber sheathing. STRUCTURAL MEMBER
PLATE (ROOF APPLICATIONS ALSO) 10d BOX (3"X0.128"); OR 6" O.C. TOE NAIL 9• DEFLECTION
3"X0.131" NAILS FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8mm, 1 MILE PER HOUR= 0.447 m/s, N
3-8d BOX z x0.113 ; OR 2 1 plf 14.6 N m TABLE 8507.2.1 RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 N �j
2-8d COMMON (2 Yz"x0.131"); OR 1 POUND =0.454kg, 1 POUND PER SQUARE FOOT = 47.9 N/m / WITH NO FINISHED CEILING ATTACHED TO
23 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 3-10d BOX (3"x0.128"); OR FACE NAIL PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS � <
2 STAPLES, 1"CROWN, 16go.,1 -'4" LONG a. THE UPLIFT CONNECTION FORCES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF 04
3-16d BOX (3 )12'X0.135"); OR HEIGHT AND WIND EXPOSURE CATEGORY B OR C. FOR EXPOSURE D, THE UPLIFT MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS INTERIOR WALLS AND PARTITIONS H/180 �-
24 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (3 Y2"x0.162") BLIND AND FACE NAIL CONNECTION FORCE SHALL BE SELECTED FROM THE EXPOSURE C PORTION OF THE TABLE FLOORS L/360
USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE ADJUSTMENT TOP EDGE BOTTOM EDGE ENDS ROW SPACING
3-16d BOX (3 )12'X0.135"); OR CEILING WITH BRITTLE FINISHES INCLUDING PLASTER
25 2" PLANKS (PLANK & BEAM - FLOOR & ROOF) AT EACH BEARING, FACE NAIL COEFFICIENTS IN TABLE 8301.2(3) SHALL NOT BE USED TO MULTIPLY THE TABULATED L/360 >
2-16d COMMON (3 Y2"x0.162") LEDGER° 2 INCHESd 3/4 INCH 2 INCHESb 1 5/8 INCHESb AND STUCCO) �
3-16d COMMON 3 xo.lsz FORCES FOR EXPOSURE C AND D OR FOR THE OTHER MEAN ROOF HEIGHTS.
4-10 BOX (3"x0.128"); OR b.THE UPLIFT CONNECTION FORCES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING BAND JOIST° 3/4 INCH 2 INCHES 2 INCHESb 1 5/s INCHES
b CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM L/240
26 BAND OR RIM JOIST TO JOIST BOARD
4-3"X0.131" NAILS ; OR END NAIL ASSEMBLY DEAD LOAD OF 15 PSF.
4-3"X 14ga. STAPLES, J" CROWN c. THE TABULATED UPLIFT CONNECTION FORCES ARE LIMITED TO A MAXIMUM ROOF FOR SI: 1 INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240
OVERHANG OF 24 INCHES. a. LAG SCREWS OR BOLTS SHALL E STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(1).
20d COMMON (4"x0.192"); OR 32" O.C. AT TOP AND BOTTOM d. THE TABULATED UPLIFT CONNECTION FORCES SHALL BE PERMITTED TO BE MULTIPLIED b. MAXIMUM 5 INCHES. EXTERIOR WALLS - WIND LOAD° WITH PLASTER OR H/360
AND STAGGERED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. C. FOR ENGINEERED RIM JOISTS, TH MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES
24 O.C. FACE NAIL AT TOP d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.1 1
10d BOX (3"X0.128"); OR AND BOTTOM STAGGERED ON e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED ( )'
27 BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 3"x0.131" NAILS SIDESOPPOSITE UPLIFT CONNECTION FORCES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS EXTERIOR WALLS - WIND LOADS° WITH OTHER H/240 W r-
AND: REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED FORCES. BRITTLE FINISHES Z U
2-20d COMMON (4"x0.192"); OR FACE NAIL AT ENDS AND TABLE: R402.1.4 - 2020 NEI YORK STATE ENERGY CONSERVATION CODE
3-10d BOX (3"x0.128"); OR AT EACH SPLICE f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT CONNECTION EXTERIOR WALLS - WIND LOADS° WITH FLEXIBLE H/120d 0 Q
3-3"x0.131" NAILS FORCE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL WALL ABOVE. FINISHES.
EQUIVALENT U-FACTORS
g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS SHALL BE W
4-1sd BOX (3 �"X0.135");OR LINTELS SUPPORTING MASONRY VENEER WALLSe L/600
28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON (3 Y2"X0.162"); OR AT EACH JOIST OR RAFTER, PERMITTED.
4-10d BOX (3"x0.128"); OR FACE NAIL h. THE TABULATED FORCES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED TO CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT Lli
FENESTRAT)N SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE > L i
4-3"x0.131 NAILS BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS
0. 8 or - common U-FACTO'. U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS z � z
29 BRIDGING OR BLOCKING TO JOIST (2 Y2" X 0.131"; or 2-3" X 0.131") EACH END, TOE NAIL
0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS 0
` 4'/`f '`` ' ' '0.32 ,'0.55 / 0.026/ , ' 0.060`'F r /0.098// 0.047, / / 0.059-' . ' .0.065 OBTAINED FROM THE TABLE R301.2(2). 0 W
/ /'.' ! i / i / ; j /% !• b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE U Q
LENGTH OF THE CANTILEVER.
5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN
TABLE R602.3(3) ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, L� 0 0
WOOD PANEL WALL SHEATHING FASTENING SCHEDULE a,b,c AS MAX. AS MAX. NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS ALUMINUM o Q U)
PROPOSED AS MAX. -M.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE Q ry
MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN ND -V.I.F. -V.I.F. U_
MINIMUM NAIL PANEL NAIL SPACING
STRUCTURAL PANEL THICKNESS STUD SPACING SPEED V ULT(MPH) TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH
PENETRATION PANEL SPAN (INCHIES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE O
SIZE (INCHES) RATING (INCHES O.C.) (INCHES O.C.) B C D MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS Q
6d COMMON 1 5 24/0 3/8 16 6 12 140 115 tto TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR � <M0
(2.0"x0.113") PATIO COVERS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED n (n
Sd COMMON 16 6 12 170 140 135 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT / L_.L
L 120. Z
1.75 24/ts 7/ts d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM
(2.5"X0.131") 24 6 12 140 115 110
FOR SI: 1 inch = 25.4 mm, 1 MILE PER HOUR = 0.447 m/s
a. PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" ON GLAZED BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE Q
CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE DEFLECTION OF H/180.
b. TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. LATERAL b,e c e. REFER TO SECTION R703.8.2.
BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10.
U-FACTOR b U-FACTOR SHGC R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE & DEPTH d WALL R-VALUE e
C. WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 ! / / / / ` ! ,' / / ,r;' /` j' ,, / 20 OR! , / // // ,,/ / / �` ,'°' 10 CONT. OR/ / ,' /1 /' , ' ,10 CONT. OR .! O N p 0'
SPAN RATING. PLYWOOD SIDING RATED 16 O.C. OR 24 O.C. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. f/!/ t} f, /,/ ! ,�,.`0.32/, ' ``0.55 ;' 0.40 49 h ! / 8/13 19 / ! ;, 0 / 2FT._ , , ! O W w
WALL-16 AND PLYWOOD SIDING 16 O.C. SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16" ON CENTER. / / ,' / ',F` / 13 + 5 /� /' 13 CAVITY 13 CAVITY IIS\
15 CONT. OR 15 CONT. OR c� z D
5 0.30 0.55 NR 49 20 OR 13/17 30 9 19 CAVITY 10 / 2FT. 19 CAVITY N O Z
13 + 511 <I N < 0 ,
AS MAX. AS MAX. Z
PROPOSED AS MAX. -V.I.F. -V.I.F. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN.
W �
� W J <
* REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES mo < N o