HomeMy WebLinkAbout48855-Z X�
�O�S�FFOL,f�oG Town of Southold 1/27/2024
P.O.Box 1179
0
o .� 53095 Main Rd
Gy?jo� �ao� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44907 Date: 1/27/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 505 Oak St., Mattituck
SCTM#: 473889 Sec/Block/Lot: 141.-1-20
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/20/2022 pursuant to which Building Permit No. 48855 dated 2/3/2023
was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
additions and alterations, including covered front porch,to existing single family dwelling as applied for.
The certificate is issued to Hinden,Randall&Fallyn
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 48855 1/9/2024
PLUMBERS CERTIFICATION DATED, 12/22/2023 n C\Ben' no Moye
A ho ize ignature
o�S�FFoc�co TOWN OF SOUTHOLD
BUILDING DEPARTMENT
z` TOWN CLERK'S OFFICE
"oy • o� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 48855 Date: 2/3/2023
Permission is hereby granted to:
Hinden, Randall
505 Oak St
Mattituck, NY 11952
To: demolish deck addition and construct additions and alterations to existing single-family
dwelling as applied for.
At premises located at:
505 Oak St., Mattituck
SCTM #473889
Sec/Block/Lot# 141.-1-20
Pursuant to application dated . 7/20/2022 and approved by the Building Inspector.
To expire on 8/4/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $694.80
DEMOLITION $66.00
CO-ADDITION TO DWELLING $50.00
Total: $810.80
Building Inspector
pF SO(/r�olo
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 iQ sean.devlin(c-town.southold.nv.us
Southold,NY 11971-0959 C01UN1V,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Randall Hinden
Address: 505 Oak St city,Mattuck st: NY zip: 11952
Building Permit#: 48855 Section: 141 Block: 1 Lot: 20
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Custom Lighting of Suffolk License No: 38893ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 63 Ceiling Fixtures 6 Bath Exhaust Fan 3
Service 3 ph Hot Water Oil GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors 5
Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 33 CO2 Detectors
Sub Panel 100A A/C Blower 2 Range Recpt DoublE Ceiling Fan 5 Combo Smoke/CO 4
Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors
Disconnect Switches 43 4'LED Exit Fixtures 11 Sump Pump 11
Other Equipment: Fridge, Oven, DW, Micro, W/D, Garbage Disposal, 200A Panel 40 Circuit/ 32 Used,
100A Sub 40 Circuit/24 Used
Notes: Two Story w/ Unfinished Basement
Inspector Signature: Date: January 9, 2024
S.Devlin-Cert Electrical Compliance Form
Town Hall Annex P I (6363� ), ,
l ere Done 1 765-16f'
802
54375 Main Roads G
P. O Box 1179ZM
Southold. NY 11971-0959
4, r
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: i — z Z-Z O 2 3
I3uilding Permit No. ��SS
Owner: lzjvqi)v Rau Dew EAU, ON Ol i''iIVEN
(Please print)
Plumber: V ['v � V-\(: �V1 D( R9n
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1% lead.
(Plumbers Signature)
Sworn to before me this 2-2—
day of _0
Notary Public, County
ER,KA
rN.ta 'MERq --• ��
ry c-State of New York
N0Publi.01ME6387601
QuaFfiod in Suffolk County
�; e5 Feb 19,2027
hO��OP SO(/1y0�
# TOWN OF SOUTHOLD BUILDING DEPT.
�Iy�OUMV,� 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] F NDATION 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: Atd� (".
00 o v4 C,G es t/c- ,tugS� Aly� Vp A� Ole-
0k- nJe.
DATE INSPECTOR
'af SOGTyO
o�
# * TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] UNDATION 2ND [ ] INSULATION/CAULKING
[ F FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REM RKSV
DATE �' 'v INSPECTOR
o��OF SOUTyO!
f # TOWN OF SOUTHOLD BUILDING DEPT.
coum, 631-765-1802
INSPEC ION
[ ] FOUNDATION 1 ST [ ROUGH PL13G.
[ ] OUNDATION 2ND [ ] INSULATION/CAULKING
[ FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] P E C/O [. ] RENTAL
REMARKS: I f ,
vo �,A&
roc �
DATE �' �� �Y INSPECTOR
OF 50U1 so
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycou 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
[7p ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE Z INSPECTOR
Qjfso
q5� ( # * TOWN OF S OUTHOLD BUILDING DEPT.
`ycouto 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] OUGH PLBG.
[ ] FOUNDATION 2ND [VI 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: bvd-K ..' .
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�n C TD C6(jvsime
DATEwx)! INSPECTOR
�o��oF soolyolo Li CJ�ss s�S ��`� J
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycou 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
REMARKS: G
Jan.
L
DATE 2 2i INSPECTOR
how*pF SOUly�lo
# * TOWN OF SOUTHOLD BUILDING DEPT.
Tyco a�'' 631-765-1802
S
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/CAULKING
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE-C/O [ ] RENTAL
REMARKS
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(6p�>al
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DATE _UvI wO INSPECTOR
Building Envelope and .D.uct Tightness Report
20181ECC as amended-bk the 2020New York°State Suppleinent;sections R402:4.1.2 and R403.3.4
Address of Test SOS.Oak Street Mattituc NY 9 �. Test Date k� �1 �n (� _ 10/23/2023
Building Permit.M, U l� ompliance Pathway Performance
I
Test Completed by: Christopher Silvia SNET Rater ID# 4150294
Home Energy Solution J AN 2 3 2024 NATE ID#
187 East Main Street ICC ID#
Huntington,NY-11743 �geiedfr;, 7t. BPI#
631=673`0664
Building EnveloiD&TW mess
Volume Cale'ulatimi : Check if
Floor. Area- Volume ❑Conditioned Basement
-Basement 0 Cond tinned-.&awl Space
lsi 0 Sealed'Attit I
2. *The conditioned floor area of dwellingIs c6lculated.1n
3�d accordance MihH ANSI Z765,except that conditioned floor
Attic area includes areas where.the ceiling height,isless than 5 `
Total Volume ft'
CFM, 50 a. Air than es/hr 50 a Code Com hancec
G�. P- g @ P 0 p
I
Duct Tightness: Post`Construdion Test=TotaID" t Leakage
$ystem-la lsf Floor
Ducf Location:Basement
Floor.Area
Leakage CFM @ 25pa 56 CFMI-100 fe.CFA 3.95 Code Compliance: .
System=2:. .. .
-Duct Location
Floor-Area_
Leakage CFM @ 2Spa� CFM/100'.ftZ CFA� Code Compliance:
System-3:
Duct Location
Floor-Area
Leakage CFM @:25pa�i CF1VI/100 ftZ CFA� Code Compliance:
All building envelope tightnessaesting has;been'uerifed,;u'sing'instruments and procedures:Wecified in ASTM E1827:as required.by
2018(ECC as amended by the.2020�6w,York State,Su'pplement,section 114014.1.2,The building duct=and plenum system has been
l verified as required by the 2018 IEM , rr�pded;by.2020;New.York_State Supplement;Section R403.3.4.01
Si'nature: : ' :n - Date: 10/23%2023
g
Christopher:Silvia;'lIoiiiei nergy Solutions
Load Short Form �C V �^,fob: 505 Oak Street
ENERGY ate: September 12,2023
ENTIRE HOUSE
r, � � y: Gerson Rubio
Home Energy Solutions Ht JAN 2 3 2024 f{6`► ?
187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutons.com
Project Information
For:
505 Oak Street,Mattituck, NY 11952
Design Information
Htg Cig Infiltration
Outside db(OF) 8 84 Method Simplified
Inside db(°F) 70 75 Construction quality Semi-loose
Design TD(OF) 62 9 Fireplaces 1 (Average)
Daily range - M
Inside humidity(%) 40 50
Moisture difference(gr/lb) 37 30
HEATING EQUIPMENT COOLING EQUIPMENT
Make n/a Make n/a
Trade n/a Trade n/a
Model n/a Cond n/a
AHRI ref n/a Coil n/a
AHRI ref n/a
Efficiency n/a Efficiency n/a
Heating input Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 OF Total cooling 0 Btuh
Actual air flow 0 cfm Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat n/a Load sensible heat ratio 0
ROOM NAME Area Htg load Cig load Htg AVF Cig AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
AH U 1 1419 31448 15677 800 800
AHU2 1397 31985 18670 1200 1200
ENTIRE HOUSE 2815 63433 34390 2000 2062
Other equip loads 3501 508
Equip.@ 1.00 RSM 34899
Latent cooling 6465
TOTALS I 2815 I 66934 I 41364 t 2000 I 2062
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrigfttsoft- 2023-Sep-1215:39:19
Right-Suite®Universal 2023 23.0.01 RSU25299 Page l
...s JobM505 Oak Street1505 Oak Street ManJSD.rup Calc=MJ8 House Front faces:NE
Load Short Form Job: 505 Oak Street
r N C r,G Y Date: September 12,2023
AHU1 By: Gerson Rubio
` py Home Energy Solutions
187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com
Project • •
For:
505 Oak Street, Mattituck, NY 11952
Design Information
Htg Clg Infiltration
Outside db(OF) 8 84 Method Simplified
Inside db(OF) 70 75 Construction quality Semi-loose
Design TD(OF) 62 9 Fireplaces 1 (Average)
Daily range - M
Inside humidity(%) 40 50
Moisture difference(gr/lb) 37 30
HEATING EQUIPMENT COOLING EQUIPMENT
Make BIASI, S.p.A.c/o QHT, INC. Make Rheem
Trade H2O COIL Trade RHEEM
Model B10/5+H2O-2-1224 at 18OF Cond RA1424WJ1 NA
AHRI ref 202147632 Coil RH1P2417STANAA
AHRI ref 8636469
Efficiency 87 AFUE Efficiency 12.2 EER, 14.5 SEER
Heating input 127000 Btuh Sensible cooling 16800 Btuh
Heating output 43900 Btuh Latent cooling 7200 Btuh
Temperature rise 50 OF Total cooling 24000 Btuh
Actual air flow 800 cfm Actual air flow 800 cfm
Air flow factor 0.025 cfm/Btuh Air flow factor 0.051 cfm/Btuh
Static pressure 0.70 in H2O Static pressure 0.70 in H2O
Space thermostat Load sensible heat ratio 0.84
ROOM NAME. Area Htg load Clg load Htg AVF Clg AVF
(ftz) (Btuh) (Btuh) (cfm) (cfm)
BATHROOM 1 68 1292 491 33 25
BEDROOM 1 163 4269 1431 109 73
DEN 262 6643 2146 169 110
KITCHEN/DINING 427 7918 6554 201 334
LAUNDRY 78 3151 815 80 42
LIVING ROOM 420 8176 4240 208 216
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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...s Jobs\505 Oak Street\505 Oak Street ManJSD.rup Calc=MJ8 House Front faces:NE
AHU1 1419 31448 15677 800 800
Other equip loads 0 1707
Equip.@ 1.00 RSM 17384
Latent cooling 3198
TOTALS 1 1419 1 31448 1 20581 1 800 1 800
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
- - wrightsofta 2023Sep-1215:39:19
RightSuite®Universal 202323.0.01 RSU25299 Page
...s Jobs1505 Oak Streefl505 Oak Street ManJSD.rup Calc=MJ8 House Front faces:NE
Load Short Form Job: 505 Oak Street
Date: September 12,2023
AHU2 By: Gerson Rubio
Home Energy Solutions
187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmall.com Web:home-energysolutions.com
• ect Information
For:
505 Oak Street,Mattituck, NY 11952
Design Inf• •
Htg Clg Infiltration
Outside db(°F) 8 84 Method Simplified
Ins ide db(°F) 70 75 Construction quality Semi-loose
Design TD(°F) 62 9 Fireplaces 1 (Average)
Daily range - M
Inside humidity(%} 40 50
Moisture difference(gr/lb) 37 30
HEATING EQUIPMENT COOLING EQUIPMENT
Make BIASI,S.p.A.c/o QHT, INC. Make Trane
Trade H2O COIL Trade TRANE-Existing
Model B10/5+H2O-1-1524 at 180F Cond 4TTR3036N1
AHRI ref 202147632 Coil Existing fan
AHRI ref
Efficiency 87 AFUE Efficiency 0 SEER2
Heating input 127000 Btuh Sensible cooling 21840 Btuh
Heating output 42200 Btuh Latent cooling 9360 Btuh
Temperature rise 32 °F Total cooling 31200 Btuh
Actual air flow 1200 cfm Actual air flow 1200 cfm
Air flow factor 0.038 cfm/Btuh Air flow factor 0.063 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.83
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
ZONE 2A 758 18779 12946 705 817
ZONE 2B 639 13206 7047 495 445
AHU2 1397 31985 18670 1200 1200
Other equip loads 3501 2215
Equip.@ 1.00 RSM .20884
Latent cooling. 4309
TOTALS I 1397 I 35486 I 25193 I 1200 I 1200
Calculations approved by ACCA to meet all requirements of-Manual J 8th Ed.
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r+� .+._.. _ -..._,��..., Right-Suite®Universal 2023 23.0.01 RSU25299 Page
�� ...s Jobs1505 Oak Slreet1505 Oak Street ManJSD.rup Cale=MJ8 House Front faces:NE
Load Short Form Job: 505 Oak Street
i 1 r)ME r.N r r G Y Date: September 12,2023
ZONE 2A By: Gerson Rubio
Home Energy Solutions
187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3Qgmall.com Web:home-energysolutions.com
Project • •
For:
505 Oak Street,Mattituck, NY 11952
Design Information
Htg Clg Infiltration
Outside db(OF) 8 84 Method Simplified
Ins ide db(OF) 70 75 Construction quality Semi-loose
Design TD(OF) 62 9 Fireplaces 1 (Average)
Daily range - M
Inside humidity(%) 40 50
Moisture difference(gr/lb) 37 30
HEATING EQUIPMENT COOLING EQUIPMENT
Make n/a Make n/a
Trade n/a Trade n/a
Model n/a Cond n/a
AHRI ref n/a Coil n/a
AHRI ref n/a
Efficiency n/a Efficiency n/a
Heating input Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 OF Total cooling 0 Btuh
Actual air flow 0 cfm Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat n/a Load sensible heat ratio 0
ROOM NAME Area Htg load Clg load Htg AVF Cig AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
BATHROOM 2 81 1770 1147 66 72
BEDROOM 2 161 6204 5124 233 323
BEDROOM 3 167 5744 3654 215 231
BEDROOM 4 103 3349 2375 126 150
CL 4 43 1712 647 64 41
STAIR HALL 202 0 0 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-�- wrigf,ltsoft" 2023Sep-1215:39:19
.w,•,wa...kr..,, Right-Suite®Universal 2023 23.0.01 RSU25299 Page
s Jobs1505 Oak Street1505 Oak Street ManJSD.rup Calc=MJ8 House Front faces:NE
ZONE 2A 758 18779 12946 705 817
Other equip loads 0 0
Equip.@ 1.00 RSM 12946
Latent cooling 1781
TOTALS i 758 l 18779 l 14728 l 705 l 817
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ti wrights®ft' 2023-Sep-1215:39:19
Right-Suite@)Universal 2023 23.0.01 RSU26299 Page
AC A ...s Jobs1505 Oak Street1505 Oak Street ManJSD.rup Calc=MJ8 House Front faces:NE
Load Short Form Job: 505 Oak Street
K QP M r. E.k e G x Date: September 12,2023
,ZONE 2B By: Gerson Rubio
Home Energy Solutions
187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com
Project Inf• •
For:
505 Oak Street, Mattituck, NY 11952
Design Information
Htg Clg Infiltration
Outside db(°F) 8 84 Method Simplified
Inside db(°F) 70 75 Construction quality Semi-loose
Design TD(°F) 62 9 Fireplaces 1 (Average)
Daily range - M
Inside humidity(%) 40 50
Moisture difference(gr/lb) 37 30
HEATING EQUIPMENT COOLING EQUIPMENT
Make n/a Make n/a
Trade n/a Trade n/a
Model n/a Cond n/a
AHRI ref n/a Coil n/a
AHRI ref n/a
Efficiency n/a Efficiency n/a
Heating input Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 °F Total cooling 0 Btuh
Actual air flow 0 cfm Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh
Static pressure 0. in H2O Static pressure 0 in H2O
Space thermostat n/a Load sensible heat ratio 0
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
OF) (Btuh) (Btuh) (cfm) (cfm)
MASTER BATH 152 3309 2898 124 183
MASTER BEDROOM 391 7158 3656 269 231
MASTER CL 96 2739 494 103 31
ZONE 26 639 13206 7047 495 445
Other equip loads 0 0
Equip.@ 1.00 RSM 7047
Latent cooling 1486
TOTALS I 639 I 13206 I 8533 I 495 I 445
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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,^^r'�`�� a.. Right-Suite®Universal 2023 23.0.01 RSU25299 Page
/f�i6A ...s Jobs\505 Oak Street1505 Oak Street ManJSD.rup Calc=MJ8 House Front faces:NE
1
— � BASEMENT
8"
7„
7"
EXISTING BSMNT
D I00
x x 9,
W N
I c14 5"
10x8
7" 7"
18-
F
Proposed equipment and ductwork to be new
installation.
Mechanical Legend
0 Sheet Metal Supply Trunk
[- — — — — — — - Sheet Metal Return Trunk
Flex Duct
® Supply Grille/Register
o Grille/Register Above
PSq .�L Wall Grille/Register
Job#: 505 Oak Street Home Energy Solutions Scale: 1 :90
Performed by Gerson Rubio for: Page 1
505 Oak Street 187 E Main St Rght-Suite®Universal 2023
MattNuck,NY 11952 Huntington,NY 11743 23.0.01 RSU25299
Phone:631-673-0664 2023-Sep-1215:39:29
home-energysolutions.com gdlamay3@gmail.com ...Street\505 Oak Street ManJSD.
1ST FLOOR
167cfmo LAUNDRY`
80 cfrii
. R!
109 cfm
BATHROOM KITCHEN/DINING ,
BEDROOM'1 33 cfm 167 cfm
AR
14x24 .
TG: LIVING ROOM
DEN
108 cfm 108 cfm
169 drn ® cm
Mechanical Legend
n n Sheet Metal Supply Trunk
[- — — — — — — - Sheet Metal Return Trunk
Flex Duct
=1 ® Supply Grille/Register
E�j Grille/Register Above
PH�l pEq Wall Grille/Register
Job#: 505 Oak Street Home Energy Solutions Scale: 1 :90
Performed by Gerson Rubio for: Page 2
505 oak street 187 E Main St Rght Suite®Universal 2023
Mattituck,NY 11952 Huntington,NY 11743 23.0.01 RSU25299
Phone:631-673-0664 2023-Sep-12 15:39:31
home-energysolutions.com gdlamay3@gmail.com ...Street\505 Oak Street ManJSD.n
r— 2ND FLOOR
ZONE 2B
MASTER CL
MASTER BATH.
ZONE 2A 103 cfm
6'
BEDROOM 2 183,cfm 134, rn
BATHROOM 2
7
8
3230m , 72 cfm
14'
T
�2 .
STAIR-HALL:.
231 cfm
134'cfm
150 cfm
64 cfm MASTER BEDROOM
BEDROOM 3 BEDROOM 4 '
-CL 4
Existing ductwork and equipment to be reused for
ZONE 2A. CFM shown for ZONE 2A is for reference
only.
Mechanical Legend
n n Sheet Metal Supply Trunk
[- — — — — — — -fl Sheet Metal Return Trunk
Flex Duct
® Supply Grille/Register
Grille/Register Above
pEq Wall Grille/Register
Job#: 505 Oak Street Home Energy Solutions Scale: 1 :90
Performed by Gerson Rubio for: • Page 3
505 Oak Street 187 E Main St Right-Suite®Universal 2023
Mattituck,NY 11952 Huntington,NY 11743 23.0.01 RSU25299
Phone:631-673-0664 2023Sep-12 15:39:31
home-energysolutions.com gdlamay3@gmail.com ...Street\505 Oak Street ManJSD.n
505
Manual S Compliance Re ort , Job: September
aStreet12,
1-1�h1 r £ti t:lz l7 3' Date: September 12,2023
AHU1 By: Gerson Rubio
y Home Energy Solutions
187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutians.com
Project • •
For:
505 Oak Street, Mattituck, NY 11952
Cooling Equipment
Design Conditions
Outdoor design DB: 84.0°F Sensible gain: 17384 Btuh Entering coil DB: 77.2°F
Outdoor design WB: 71.2°F Latent gain: 3198 Btuh Entering coil WB: 63.4°F
Indoor design DB: 75.0°F Total gain: 20581 Btuh
Indoor RH: 50% Estimated airflow: 800 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split AC
Manufacturer: Rheem Model: RA1424WJ1NA+RH1P2417STANAA
Actual airflow: 800 cfm
Sensible capacity: 16100 Btuh 93%of load
Latent capacity: 5000 Btuh 1561/6 of load
Total capacity: 21100 Btuh 1031/o of load SHR: 76%
Heating Equipment
Design Conditions
Outdoor design DB: 8.0°F Heat loss: 31448 Btuh Entering coil DB: 68.7°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Oil boiler
Manufacturer: BIASI, S.p.A.c/o Q Model: B10/5+H2O-2-1224 at 18OF
Actual airflow: 800 cfm
Output capacity: 43900 Btuh 140%of load
Meets all requirements of ACCA Manual S.
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505 Oak
Manual S Compliance Report Job: September
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t I`�,j� L��h`,�, Date: September 12,2023
AHU2 By: Gerson Rubio
Home Energy Solutions
187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com
Project • •
For:
505 Oak Street, Mattituck, NY 11952
Cooling Equipment
Design Conditions
Outdoor design DB: 84.0'F Sensible gain: 20884 Btuh Entering coil DB: 78.3°F
Outdoor design WB: 71.2'F Latent gain: 4309 Btuh Entering coil WB: 64.1°F
Indoor design DB: 75.0°F Total gain: 25193 Btuh
Indoor RH: 50% Estimated airflow: 1200 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split AC
Manufacturer: Trane Model: 4TTR3036N1+Existing fan
Actual airflow: 1200 cfm
Sensible capacity: 21840 Btuh 105%of load
Latent capacity: 9360 Btuh 217%of load
Total capacity: 31200 Btuh 124%of load SHR: 70%
Heating Equipment
Design Conditions
Outdoor design DB: 8.0°F Heat loss: 35486 Btuh Entering coil DB: 65.5°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Oil boiler
Manufacturer: BIASI,S.p.A.c/o Q Model: 610/5+H2O-1-1524 at 180F
Actual airflow: 1200 cfm
Output capacity: 42200 Btuh 119'/6 of load
Meets all requirements of ACCA Manual S.
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Duct System Summary Job: 505 Oak Street
I I t ,\I L E N r s G Y Date: September 12,2023
AHU 1 By Gerson Rubio
i Home Energy Solutions
187 E Main St Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com
Project • •
For:
505 Oak Street, Mattituck, NY 11952
Heating Cooling
External static pressure 0.70 in H2O 0.70 in H2O
Pressure losses 0.29 in H2O 0.29 in H2O
Available static pressure 0.41 in H2O 0.41 in H2O
Supply/return available pressure 0.294/0.116 in H2O 0.294/0.116 in H2O
Lowest friction rate 0.099 in/100ft 0.099 in/100ft
Actual air flow 800 cfm 800 Cfm
Total effective length(TEL) 416 ft
SupplyDetail Table
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk
BATHROOM 1 h 1292 33 25 0.124 5.0 Ox 0 VIFx 31.3 205.0 st3
BEDROOM 1 h 4269 109 73 0.169 7.0 Ox 0 VIFx 28.8 145.0 st3
DEN-A h 6643 169 110 0.170 8.0 Ox0 VIFx 28.3 145.0 st3
KITCHEN/DINING c 3277 101 167 0.099 8.0 Ox 0 VIFx 63.3 235.0 st3A
KITCHEN/DINING-A C 3277 101 167 0.105 9.0 Ox 0 VIFx 59.8 220.0 st3A
LAUNDRY h 3151 80 42 0.103 7.0 Ox 0 VIFx 61.0 225.0 st3A
LIVING ROOM C 2120 104 108 0.102 7.0 Ox 0 VIFx 58.3 230.0 st3A
LIVING ROOM-A c 2120 104 108 0.119 7.0 Ox 0 VIFx 51.3 195.0 st3
SupplyDetail •
Trunk Htg Cig Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk
st3 Peak AVF 800 800 0.099 900 12.7 8 x 16 ShtMetl
st3A Peak AVF 386 484 0.099 872 10.4 8 x 10 ShtMetl st3
TableReturn Branch Detail
Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk
rb2 Ox 0 800 800 117.8 0.099 343 12.7 24x 14 ShMt rrs1
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TableReturn Trunk-Detail
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk
rrs1 Peak AVF 800 800 0.099 576 12.7 10 x 20 ShtMetl rt2
rt2 Peak AVF . 800 800 0.099 655 12.7 8 x 22 ShtMetl
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AM ...s Jobs1505 Oak Street1505 Oak Street ManJSD.rup Calc=MJ8 House Front faces:NE
Du Ct System Summary Job: 505 Oak Street
H CA Al E r N E t:c Y Date: September 12,2023
AHU By Gerson Rubio
Home Energy Solutions
187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.mm
Project • •
For;
505 Oak Street, Mattituck, NY 11952
Heating Cooling
External static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0,29 in H2O 0.29 in H2O
Available static pressure 0.21 in H2O 0.21 in H2O
Supply/return available pressure 0.170/0.040 in H2O 0.170/0.040 in H2O
Lowest friction rate 0.063 in/100ft 0.063 in/100ft
Actual air flow 1200 cfm 1200 cfm
Total effective length(TEL) 336 ft
SupplyBranch Detail Table
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk
BATHROOM 2-A c 1147 66 72 0.090 6.0 Ox 0 ShMt 13.5 175.0 st1
BEDROOM 2-A c 5124 233 323 0.095 10.0 Ox 0 ShMt 23.8 155.0 st1
BEDROOM 3-A c 3654 215 231 0.100 8.0 Ox 0 ShMt 24.3 145.0 SO
BEDROOM 4-A c 2375 126 150 0.092 7.0 Ox 0 ShMt 18.8 165.0 st1
cL 4-A h 1712 64 41 0.088 6.0 Ox 0 ShMt 12.0 180.0 st1
MASTER BATH c 2898 124 183 0.066 8.0 Ox 0 VIFx 22.4 235.0 st2
MASTER BEDROOM h 3579 134 115 0.086 8.0 Ox 0 VIFx 17.1 180.0 st2
MASTER BEDROOM-A h 3579 134 115 0.063 7.0 Ox 0 VIFx 21.0 250.0 st2A
MASTER CL h 2739 103 31 0.064 6.0 Ox 0 VIFx 26.3 240.0 st2A
upply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk
st1 Peak AVF 705 817 0.088 765 14.0 0 x 0 ShtMetl
st2 Peak AVF 495 445 0.063 631 12.0 0 x 0 ShtMetl
st2A Peak AVF 237 147 0.063 637 9.0 0 x 0 ShtMetl st2
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Return Branch Detail Table
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk
rb1 Ox 0 640 776 64.8 0.063 556 16.0 Ox 0 ShMt
rb6 Ox 0 560 486 54.3 0.075 524 14.0 Ox 0 VIFx
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TODD o,c6NNELL www.tocarchitects.com i
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todd@tocarchitects.com
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February 3, 2023
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Town of Southold
Building Department I
54375 Main Road
Southold, NY 11971
Re: The Hinden Residence
505 Oak Street
Mattituck, NY 11952
Section: 141, Block: 1, Lot:20
To whom it may concern:
Please be advised per inspection performed by this office of the above listed address,the current
sanitary system is capable of supporting a 5-bedroom house and is in adequate working condition.
Please feel free to contact our office with any questions or concerns you may have.
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Very truly yours
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Tod O'Connell,AIA li
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1200 Veterans Memorial Highway,Suite 120 Hauppauge,NY 11788
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FOUNDATION
FOUNDATION (2ND)
ROUGH FRAMING&
INSULATION PER N. Y,.
STATE ENERGY CODE
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ADDITIONAL COMMENTS
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Borsetti's Cesspool Service
P.O. Box 481
Center Moriches9 N.Y. 11934
To Whom It May Concern:
I hereby.certify that I have inspected the cesspool system of the premises known as-
-51 .°.�.......�' . ....:5 :.� � .�.z �. ��. 1 1.1� ..�....1.�:. .
on...�l Such inspection was limited to flushing of toilets and visual
inspection.
Based on the fact that no observable defects were found,I state that the cesspool
System was in proper order and that the system appears to conform to the requirements
Established by the Board of Health at the time of construction.
License Number 41878-LW
Respectfully Submitted,
Nicholas Borsetti
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�? OCT 2 5 2022 1
RUILDING DEPT.
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�oosuffot r�oG��� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hal) Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnv.tov
Date Received
APPLICATION FOR BUILDING PERMIT
F Office Use Only
PERMIT NO. Building Inspector: JUL 2 Q 2n22
BUILDING DEPT:
Applications and'forms must be filled,out in their entirety:Incomplete „ TOWN OF SOUTHOLD
applications will not be accepted. Where the:Apglicant is not.the owner,an a
Owner's Authorization form(Page'2)shall be completed.
Date: � , r 2022
:OWNER(S)OF PROPERTY:
Name: Ic�. ___1 �rde c�.. .__. .. ----_.._._.___---_.. .scTM#1000-1.41-1p-020 .
Project Address:505 Oak Street Mattituck NY 11952
Phone#: rVl_ rJBZ -6-1k(O Email:Mailing Address: ]
CONTACT PERSON:
Name:Todd O'Connell/TOC Architects
Mailing Address: 1200 Veteran's Memorial Hwy Ste 120 Hauppauge, NY 11788
Phone#:631-650-6666, Email:Todd@TOCArchitects.com
:DESIGN PROFESSIONAL INFORMATION:
Name:Todd O'Connell/TOC Architects
:Mailing Address 1200 Veterans Memorial Hwy Ste 120 Hauppauge,_NY 11788
Phone#
•631-650-6666 Email:Todd@TOCArchitects.com
CONTRACTOR INFORMATION:
Name: ��r1
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED.CONSTRUCTION
❑New Structure ®Addition DAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $ 200, 000
Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes JKNo
1
.PROPERTY INFORMATION
Existing use of property:1 faml� Intended use of property
_ :1. _ amity .
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? Dyes JgNo IF YES, PROVIDE A COPY.
K. .._.._.. _ -. -. .... .. _..... ------
Check Box After Reading: The owner/contractor/design professionaFls responsible for all drainage and storm waterdssues.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 230.4S of the New.York State Penal Law.
Application Submitted By(print name): �a�\ 1��,� C� ❑Authorized Agent BOwner
Signature of Applicant: ` �� Date a gv-2
STATE OF NEW YORK)
SS:
COUNTYOF 9OPC-OC,(< )
Irl -P(�Jev\ being duly sworn, deposes and says that (s)he is the applicant
(Name of i dividual signing contract) above named,
(S)he is the OL13neAr
(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 Zp 22-
�2
Notary Public
MMY DIANA FM
NoWy Public.State of New Ya%
PROPERTY OWNER AUTHORIZATION No•52-46b5M4Z
cwenred In Suffolk Cc"
(Where the applicant is not the owner) Cmiritwion ExplrsAug.31.20,9-5j
V1del, residing at 601-) ( � �� C, 6:1,z IVH
�2 do hereby authorize ::�cxAC\_ Q' COhre\\ 'Arcs i eA:: o apply on
my behalf to the Town of Southold Building Department for approval as described herein.
q --- l G /G /Z G zz
Owner's Signature Date
)A\naen
rint Owner's Name
2
r-f0 �BIL DEPARTMENT-.Electrical Inspector
` TOWN OF SOUTHOLD
AG �f c�Hal nex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
BuMno De ; ne (631) 765-1802 - FAX (631) 765-9502
Town P � utholdtownn . ov seand southoldtownn . ov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: Custom Lighting of Suffolk Inc
Electrician's Name: Benjamin Doroski
License No.: a8893-ME Elec. email: CLOS5170@gmail.com
Elec. Phone No: 631-298-4588 01 request an email copy of Certificate of Compliance
Elec. Address.: PO Box 1698 Mattituck NY 11952
JOB SITE INFORMATION (All Information Required)
Name: Hinden
Address: 505 Oak Street Mattituck
Cross Street:
Phone No.:
BIdg.Permit#: 48855 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Renovation of the house. New Lighting outlets, switches, wiring.
S uare Footage: 115oo
Circle All That Apply:
Is job ready for inspection?: YES❑NO Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES 0 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 0 H Frame Pole Work done on Service? FJY N
Additional Information:
PAYMENT DUE WITH APPLICATION
PERMIT p Address:
Switches I
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Town Hall Annex r Telephone(631)765=1802
54375 Main Road �a Fax(631)765-9502 ;
P.O.Box 1179
Southold,NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF_UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED.
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner: �
Location of Property: OAK-- S X0- 1)04'�' t IVU-< � Nam/
Please take notice that the (check applicable line):
New commercial or residential structure
✓ Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing
Signature:.
Name (person submitting t form):
Capacity(check applicable line): RP
Owner �0 o00 o'coN,y�``
✓ Owner representative9�ry,
TrussRegl5.docx Effective 1/1/2015 ;
0
A'9>, 027936
Mejia, Evelin
From: Mejia, Evelin
Sent: Wednesday, December 27, 2023 9:59 AM
To: 'todd@tocarchitects.com'
Subject: 505 Oak St, Mattituck
Attachments: ####48855tix_20231227095922.pdf
Good morning,
The following items are needed in order to issue a CO for the additions and alterations at the above property:
1. Caulk in ext. penetrations
2. Finish guards and rails- 15L Floor& Basement
3. Door sweep
4. Blower Door and Duct Blaster Tests with Manuals J,S& D
5. Electric Certificate
6. Plumbers Lead Solder Certificate
Attached is the Final Inspection tickets on file.
Kind Regards,
Evehn Mejia
Town Of Southold Building Department
Annex Building
54375 Main Road
Southold, NY 11971
(631)765-1802
i
� SURVEY OF:
I±. PROPERTY LOCATED AT (iATTITUCK
TOWN OF SOUTHO'LD
SUFFOLK COUNTY, NEW YORK
S.C.T.M. 1000-141-1-20
SCALE: 1"=30' $
( NOTE: THE EXISTENCE OF RIGHT OF WAYS,
I:
WETLANDS AND/OR EASEMENTS OF RECORD
IF ANY, NOT SHOWN A.R:E NOT GUARANTEED.
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OF'SECTI.OH?M OF THE NEW YORK STATE EDUCATION LAW.
COPIES OF THIS SURVEY HM NOT M3 RM THE LAND SURVEYORS INKED
fOR ENEOSSED SEAL SHALL NOT BE CONSIDERED TO SE A VALIO TALE COPY_
I GUARANTEm OR CERTIFICATIONS INDICATED HEREON SM.L RM ONLY TO
THE PERSON-FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO
THE TITLE COMPANY.GGVERNfiENTAL ACY AND}� LISTED HEREON•AND TO THE ASSIGNEES OF THE LENDDING (NSTI INSTITUTION 1 SURVEYED B Y:
r MJARANTEES DR CERTIFICATYONS ARE 7RANSFERA9LE TO ADDTTIONAL P A U L B A R Y L S K I L A N:D SURVEYING
INSTITUTIONS OR SU65EOUENT OWNERS..
I CERTIFIED TO: PAT CHOGUE NY 11772
BANK OF A.M;ERICA. N.A. PHONE 631-294-6985
RANDALL HI'NDEN
FALLYN HIND.E.N FAX 631-627-3186
FIRST AMERICA.N TITLE INSURANCE COMPANY
PAULBARYLSKIoYAH.O.O.COM
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1 SECTION: 141 BLOCK: I LOT(S): 20 - " (631)650-66671,_
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ZONE: RES. 40 REQUIRED EXISTING PROPOSED
1 - LOT AREA 40,000 SQ.FT. 17,456 SQ.FT. 17,456 SQ.FT.
LOT WIDTH 150 FT. 100 FT. 100 FT.
1 FRONT YARD 50 FT. 55.7 FT. 55.1 FT. _
r REAR YARD 50 FT. a8.26 FT. a8.26 FT. ,j •� �i
ee SIDE YARD (MIN) 15 FT. 15.5 FT. :. 15.5 FT.
- 1 SIDE YARD (A6G) 55 FT. 55.0 FT. 55.0 FT. tL o L
O w 5UILDIN6 HE16HT 55 FT./2.5 STRY 26.42 FT. 26.42 FT.
o 24W 10.7' LOT COVERAGE 20 % 16.57 % 15.50 % �
1 *NON-CONFORMING LOTS
O FRONT YARD 55 FT. 55.7 FT. 55.7 FT.
SIDE YARD 10 FT. 15.5 FT. 15.5 FT.
O 1 IbA' 6
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N I — N STORY REAR YARD 55 FTOVM . 98.26 FT. a8.26 FT.
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DWELLING 141a. ' u 11)
8
i 7 5 1 C �-
^Z GARAGE 644.2
1 i/ ►^wX 0
I v' POOL 512
1 FRONT PORCH 1015.5 Z I
r I DECK (REMOVED) 220.7 SQ.FT. --
m :n .0
C TOTAL 2,684.5 SQ.FT.
1 i 1 rn TOTAL 16.2 %
Id-" o� 1 S 540 54'20"F- 100.00' nj JUL 2 0 2022
OAK STREET '
BUILDING DEPT. Wtu
PLOT PLAN TOIV:l�OFSOUT:HOLD 1-
SCALE: 1" = 20'-0" � !D
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ZAL NOTES DEMOLITION NOTES:
b.AS PER 2020 NYSRG SEC.R310 I.REMOVE PARTITIONS 5HOWN TO BE
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_SECOND FLOOR PLAIN
SCALE. I/4"=I'-0' 4'FRESH AIR VENT
I THROV6tl ROOF
I
I
I
I
I
I
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OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE j
TERMINATED NOT LESS THAN b INCHES ABOVE THE ROOF OR b I
INCHES ABOVE THE ANTICIPATED SNOW AGGUMULATION,
WHICHEVER IS SREATER.WHERE A ROOF 15 TO BE USED FOR I
ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR2'
ASSEMBLY,
SUNBATHING DECK OR FOR SIMILAR PURPOSES.OPEN VENT
Ji TODD O'CONNELL
TODD O'CONNELL,AIA
3g00 Ve[erana Memoelal Hig6wry '
Sale IHI
Hauppauge.NY lIT88 ---
�` P(631(650-6666
T.O.ROOF - - F 631)650-6667
_
�— 10' \ / - - ELEV, —_—_—_ _ C(516)658-0375
ASPHALT SHINOLES TO BE S:L`LTED _ ASPHALT OVER T 01E sm- PELT _-
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AL1MIlUh7 LEADER TO BE BQ
../ .._-"_.. ALUMINUM LEADER TO BE
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SELECTED BY OY883 \ - _ SEISTEJ BY ONNETR __.-. ._..._— ••. - - ... ..
e:^
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ci
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- TA.FIRST FLOOR PL4� -
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00
101.
TA.ROOF
TA.ROOF .•... -_�_—-
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. .-- - .. ALUMINM LEADER TO BE
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TA.SECOND FLODR PLAn'_ _.______.__..-.__—.-_._. _ TO. FLOOR PLATE
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FOR ALL HARDWARE IN CONNECTION
W/AGO LUMBER
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SCALE: 5/4" = 11-O"
RIDGE VENT
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i
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b"
R-14 INSULATION
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'LATE O
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SCALE: 1/4' = 1'-0" n
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ZONINO INFORMATION1
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TONN OF SOUTHOLD
z
SECTION: 141 BLOCK- I LOT(5): 20 Itr
tj FRAME t�
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ZONE: RES. 40 REQUIRED EXISTING PROP05ED
LOT AREA 40,000 SO.FT. 17,4565 SO.FT. 17,456 50.FT. m
LOT WIDTH 150 FT. loo FT. 100 FT. 6
7E 24.
FRONT --(AR0 50 FT. 55.1 FT. 55.1 FT. 4-
10.7
Lf)
REAR YARD 50 FT. cl8.26 FT. 98.26 FT.
m
SIDE YARD (MIN) 15 FT. 15.5 FT. 15.5 FT.
SIDE YARD (AbO) 55 FT. 55.0 FT. 55.0 FT. >
13 1
BUILDING HEI614T 155 FT./2.5 5TRY! :26.4.2 FT. 26.42 FT.
if)LOT COVERAGE 20 % 16.57 % 15.50 % EXISTINO .9v
-iffiz§ R
O " — X
*NON-CONFOf4MINr-, LOTS ' 2ND 5TOF�Y DECK WO 2 mil
<
FRONT YARD 55 FT 55.1 FT. 55.1 FT. TO BE RE�
m Mo\/ED �BIFIM w
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SIDE YARD 10 FT. 15.5 FT. 15.5 FT. � fij - R g!l
Ci PROPOSED
SIDE YARD (A$-0)— 25 FT. 55.0 FT. 55.0 FT.
0 INTEfkloR
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LOT COVERAO-t 20 % 16.64 % ILA mgj� W
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sl
FRof 9
2ND STORY*NON-CONFOR04IN& BUILDINGS MAY BE ALTERED OR ENLARGED AS TO
�-Vmil
NOT CREATE ANEW NON-CONFORMANCE (280-122) 0 ADDITION
EXISTING r-.RONT
ZONNO 0' ALfwULATIONS PORCH TO BE RE--BUILT
50. FOOTAGE
zot4E: RES. 5
LOT AREA 17,456 5a.FT.
.0
.9,
-7s,
Dk47-=LLINO 141q.5
P
GARAGE 644.2
POOL 512 WALK
FRONT PORCH 1095.5
DECK (REMOVED) 220.77 50.FT.
I .
i r J
TOTAL 20 545 SO.FT.
Lu
ITOTAL 16.2 %
F Q) Z Ln
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0
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6
ICL Wol
Generated by REScheck-Web Software
Compliance Certificate
Project HINDEN RESIDENCE
Energy Code: 2018 IECC
Location: Mattituck, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
505 OAK STREET HINDEN TODD O,CONNELL
MATTITUCK, NY 11952 505 OAK STREET TODD O'CONNELL ARCHITECT PC.
MATTITUCK, NY 11952 1200 VETS HWY.
STE, 120
HAUPPAUGE, NY 11788
Compliance: 3.6%Better Than Code Maximum UA: 83 Your UA: 80 Maximum SHGC: 0.40 Your SHGC: 0.27
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Prop.Gross Area Cavity Cont. Req. Prop.
Perimeter
Ceiling: Flat Ceiling or Scissor Truss 775 30.0 0.0 0.035 0.026 27 20
Wall:Wood Frame, 16" o.c. 721 21.0 2.5 0.049 0.060 32 39
Window:Wood Frame 76 0,270 0.320 21 24
SHGC: 0.27
Compliance Statement. The proposed building design described o siste it he building plans, specifications, and other
calculations submitted with the permit application.The propos ilding s d to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory REScheck Inspection Checklist.
Name Signatur Date,
Project Notes:
HI-21-693
®F I<I��
Project Title: HINDEN RESIDENCE Report date: 04/01/22
Data filename: Pagel of 9
CREScheck Software Version : REScheck-Web
�J( Inspection Checklist
Energy Code: 2018 IECC
Requirements: 100.0% 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 Ens-Verlfliied ' Field Verifiedre-Inspection%Plan ReviewComplies? . =,:Comments/Assum.ptions
& Req:ID Value Value
103.1, Construction drawings and ❑Complies ;Requirement will be met.
103.2 [documentation demonstrate ❑Does Not
[PR1]1 !energy code compliance for the
r !building envelope.Thermal ❑Not Observable
!envelope represented on El Applicable
construction documents. r,; ;
103.1, ;Construction drawings and ` '= ❑Complies :Requirement will be met.
103.2, I documentation demonstrate ❑Does Not
403.7 ;energy code compliance for
[PR3]1 blighting and mechanical systems. ❑Not Observable ;
40)
!Systems serving multiple ❑Not Applicable ;
dwelling units must demonstrate ;
,compliance with the IECC ;
j Commercial Provisions.
302:1; Heating and cooling equipment is; Heating: Heating: ;❑Complies :Requirement will be met.
403:7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not
[PR2]2 on loads calculated per ACCA Cooling: Cooling:9 ❑Nof Observable ,
gj Manual J or other methods Btu/hr Btu/hr ;❑Not Applicable
!approved by the code official.
Additional Comments/Assumptions:
1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 04/01/22
Data filename: Page 2 of 9
IT-Sec, n
#'.-. _._..-Foundation Inspection. CorhpliesT, Comments/Assumptions
&.RegJD
303.2.1 ;A protective covering is installed to ;❑Complies ;Requirement will be met.
(FO11]� ;protect exposed exterior insulation !❑Does Not
land extends a minimum of 6 in. below
grade. :❑Not Observable
❑Not Applicable ;
403.9 ISnow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable.
[FO12]2 installed. ;❑Does Not
I
❑Not Observable;
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 04/01/22
Data filename: Page 3 of 9
•Section• .� .
Plans,Verified Field Verified
Framing]Rough-In;lnspection , Complies? Comments/Assumptions
Req.ID
Value, Value. .
402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies
402.3.1, !average). :❑Does Not ;table for values.
402.3.3,
402.5 ;❑Not Observable
[FR2]1 I !❑Not Applicable
i
303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met.
[FR4]1 !are determined in accordance ❑Does Not
;with the NFRC test procedure or !
;taken from the default table. ❑Not Observable
❑Not Applicable
402.4.1.1 ;Air barrier and thermal barrier ^101\lot
❑Complies ;Requirement will be met.
[FR23]1 !installed per manufacturer's 3 ❑Does Not
;instructions. ❑Not Observable
Applicable
402.4.3 {Fenestration that is not site built '❑Complies ;Requirement will be met.
[FR20]1 is listed and labeled as meeting ❑Does Not
(AAMA/WDMA/CSA 101/i.5.2/A440 ❑Not Observable
(or has infiltration rates per NFRC
1 400 that do not exceed code ❑Not Applicable ;
!limits. 3
402.4.5 ;IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met.
[F 16F i sealed at housing/interior finish ❑Does Not
and labeled to indicate <_2.0 cfm
leakage at 75 Pa. ❑Not Observable
❑Not Applicable
403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met.
[FR12]1 I insulated >= R-8 where duct is ❑Does Not
A >= 3 inches in diameter and'>=
R-6 where < 3 inches.Supply and ❑Not Observable
I return ducts in other portions of ❑Not Applicable
!the building insulated >= R-6 for
diameter>= 3 inches and R-4.2
'for< 3 inches in diameter. ;- -
403.3.2 ;Ducts,air handlers and filter ❑Complies ;Exception: Requirement is
[FR13]1 !boxes are sealed with []Does Not :not applicable.
;joints/seams compliant with
International Mechanical Code or ❑Not Observable
!International Residential Code, as ❑Not Applicable ;
applicable. 3
463.3.5'-'"i Building cavities are not used as ❑Complies ;Requirement will be met.
[FR15]3` !ducts or plenums. ❑Does Not
} :
❑Not Observable ;
i ❑Not Applicable
403.4 (HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met.
[Fft17]2. " iabove 105 °F or chilled fluids ! ! !❑Does Not
W i below 55 °F are insulated to >_R- ! ! !❑Not Observable
3.
! � !❑Not Applicable !
403.4.1 I Protection of insulation on HVAC ❑Complies ;Exception: Requirement is
[FR24]1 I piping. '' ❑Does Not not applicable.
9i1 ! „❑Not Observable !
❑Not Applicable
40115:3 Hot water pipes are insulated to ; R- R- ;❑Complies :Requirement will be met.
[FR18]2, _>R-3. ! ! !❑Does Not
I❑Not Observable
;❑Not Applicable
403.6, Automatic or gravity dampers are ❑Complies :Requirement will be met.
[FR•19]? installed on all outdoor air ❑Does Not
intakes and exhausts.
❑Not Observable ,
❑Not Applicable
11 High Impact (Tier 1) 2 . Medium Impact(Tier 2) 33 1 Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 04/01/22
Data filename: Page 4 of 9
Addit anal Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 04/01/22
Data filename: Page 5 of 9
Section"
Plans Verified-. Field Verified
insulation Inspection-- Complies?,_ Comments/Assumptions "
&:.Req:ID Value Value
303.1 All installed insulation is labeled ;❑Complies ;Requirement will be met.
[IN13]2 " or the installed R-values ❑Does Not
`A S provided.
iElNot Observable ;
I❑Not Applicable ;
402.1.1, Wall insulation R-value. If this is a: R-
R- ;❑Complies ;See the Envelope Assemblies
402.2.5, 1 mass wall with at least 1/2 of the Wood ❑ Wood ;❑Does Not table for values.
402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass l❑Not Observable
[IN3]1 lexterior,the exterior insulation
!requirement applies (FR10). ;❑ Steel i❑ Steel ❑Not Applicable ;
i
303.2 Mall insulation is installed per ;❑Complies ;Requirement will be met.
[IN4]1 manufacturer's instructions. 3❑Does Not
i
-'-]❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:,
1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 1,,3,,,l Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 04/01/22
Data filename: Page 6 of 9
Seci'! n , Plans Verified Field.Verified _
Firial.;Inspectibn Prt)visions' Value "Value Complies? , _ Comments/Assump'tions'
'& Req.ID
402.1.1, (Ceiling insulation R-value. ; R- R- ;❑Complies ;See the.Envelope Assemblies
402.2.1, ❑ Wood ;❑ Wood ;❑Does Not :table for values.
402.2.2, i ❑ Steel ❑ Steel :❑Not Observable
402.2.E[Fill' �❑Not Applicable
303.1.1.1, iCeiling insulation installed per ❑Complies ;Requirement will be met.
303.2 manufacturer's instructions. ❑Does Not
[FI2]1 :Blown insulation marked every
I300 ft2. ❑Not Observable
I ❑Not Applicable
402.2.3 Vented at with air permeable ❑Complies ;Requirement will be met.
[FI22]2 l insulation include baffle adjacent ;.. ._0 l❑Does Not
�to soffit and eave vents that ❑Not Observable
extends over insulation. -
❑Not Applicable ;
402.2.4 lAttic access hatch and door ; R- ; R ;❑Complies ;Requirement will be met.
[FI311 !insulation >_R-value of the ;❑Does Not
I adjacent assembly.
❑Not Observable
❑Not Applicable
402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies :Requirement will be met.
[FI17]1 ach in Climate Zones 1-2, and ;❑Does Not
<=3 ach in Climate Zones 3-8.
;❑Not Observable
I ;❑Not Applicable
403.3.3 Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies :Exception, Requirement is
[F127]1 determine air leaks a with ftz ft2 :❑Does Not :not applicable.
either: Rough-in test:Total ❑Not Observable
.:leakage measured with a ; ; ;
pressure differential of 0.1 inch �❑Not Applicable
w.g.across the system including ;
;the manufacturer's air handler
;enclosure if installed at time of
;test. Postconstruction test:Total
I leakage measured with a
�pressure differential of 0.1 inch
Iw.g. across the entire system
including the manufacturer's air
handler enclosure.
403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies :,Exception: Requirement is
[FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not not applicable.
<=3 cfm/100 ft2 without air :
!handler @ 25 Pa. For rough-in :❑Not Observable
Itests,verification may need to ; ;❑Not Applicable
j occur during Framing Inspection. ;
403.3.2.1 ,Air handler leakage designated ;:, :,;., ❑Complies ;Requirement will be met.
FI24 1 I b manufacturer at<=2%of
[ l Y ;. ❑Does Not ;
design air flow.
❑Not Observable
{ ❑Not Applicable
403.1.1-, Programmable thermostats - '. ' ,-,-.- ;;, ❑Complies ;Requirement will be met.
4
[FI912 installed for control of primary :,_,; r %' .:`,i. - .. .•, ❑Does Not ;
heating and cooling systems and
❑Not Observable
initially set by manufacturer to t :;: °` '„
code specifications. :i.._ '' ❑Not Applicable
❑Com lies 403.1:2 Heat um thermostat installed ' ";.'' "' ````' !Requirement will be met.
[FF10] m .• ❑
2 on heat pumps. ',;. °`8:" ° `� °�;,'., .'� �.�•�;r. � - Does Not
_ ❑Not Observable
^s^ :s. :❑Not Applicable
403.5.1 Circulating service hot water '. ` ."'`r `.z ❑Complies ;Requirement will be met.
(Flll)2 systems have automatic or '. k+"",a„ z=",; ❑Does Not
accessible manual controls. +., ,e'
❑Not Observable '
]EINot Applicable
1 I High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3)
-ProjectTitle-HINDEN RESIDENCE Report date: 04/01/22
Data filename: Page 7 of 9
Section,_
_.:
Plain
ns`,V rified Field Verified.."
#. Finai:ins pection Provisions :_:.. :Value Value Complies?, .'Co;mnients/Assumptions-
& Regcip..
403:6.1_ 1All mechanical ventilation system ❑complies ;Requirement will be met.
[FI25]? #fans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy 'J
and air flow limits per Table ?' ❑Not Observable
R403.6.1. ❑Not Applicable
401 )Hot water boilers supplying heat ', ;❑complies :Requirement will be met.
[FI26]2 •through one-or two-pipe heating I❑Does Not
I systems have outdoor setback
(control to lower boiler water {❑Not Observable
temperature based on outdoor ❑Not Applicable ;
temperature. ;
403.5,1.1 j Heated water circulation systems ❑Complies ;Requirement will be met.
[F128]2 have a circulation pump.The ❑Does Not
system return pipe is a dedicated
return pipe or a cold water supply ❑Not Observable ;
pipe. Gravity and thermos- ❑Not Applicable
syphon circulation systems are ;
i not present. Controls for i I
I circulating hot water system
pumps start the pump with signal } ;
,for hot water demand within the I
occupancy. Controls
automatically turn off the pump
iwhen water is in circulation loop
l is at set-point temperature and
no demand for hot water exists.
403.5.1.2 Electric heat trace systems ..,`" ❑Complies :Exception: Requirement is
[F6291?" comply with IEEE 515.1 or UL ❑Does Not ;not applicable.
515.Controls automatically
adjust the energy input to the }❑Not Observable ;
heat tracing to maintain the ❑Not Applicable ;
desired water temperature in the
piping.
403:5:2, I Demand recirculation water ❑Complies ;Requirement will be met.
[.F130). 1 systems have controls that ❑Does Not
manage operation of the pump ❑Not Observable
and limit the temperature of the
water entering the cold water :; ❑Not Applicable ;
piping to<= 104°F. :.
403.5.4_ Drain water heat recovery units ❑Complies !Requirement will be met.
[F131]2 tested in accordance with CSA _ ❑Does Not
B55.1. Potable water-side
❑Not Observable
}pressure loss of drain water heat
recovery units < 3 psi for ❑Not Applicable ;
J}individual units connected to one ;
I or two showers. Potable water-
side pressure loss of drain water '
.1 heat recovery units < 2 psi for
_. j individual units connected to I
{three or more showers.
404.1 190%or more of permanent ❑Complies ;Requirement will be met.
[FI6]1 ifixtures have high efficacy lamps. ❑Does Not
❑Not Observable
❑Not Applicable
404.1.1 .!Fuel gas lighting systems have ; ❑Complies ;Exception: Requirement is
continuous pilot light. j; ❑Does Not not applicable.
❑Not Observable I
j ❑Not Applicable
401:3' Compliance certificate posted. ❑Complies ;Requirement will be met.
[FIJ.]? ❑Does Not
]❑Not Observable
: ❑Not Applicable
1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3:R Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 04/01/22
Data filename: Page 8 of 9
Sec<�an Plans Verified'" Field Verified ..
# Finaltlnspectio,ri Provisions. ""Complies? .:��Co. rits/Assumptions.-
"Req.ID. Value: : ' Value- -
303.3 ;Manufacturer manuals for ❑Complies ;Requirement will be met.
[H18)3 mechanical and water heating ❑Does Not
systems have been provided. ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title:-HINDEN RESIDENCE Report date:- 04/01-/22--
Data filename: Page 9 of 9
2018 IECC Energy
Efficiency certificate
Above-Grade Wall 23.50
Below-Grade Wall 0.00
Floor 0.00
Ceiling / Roof 30.00
Ductwork (unconditioned spaces):
. . .
Window 0.27 0.27
Door
Hecitffig . . EquipmeAt Efficiency,
Heating System:
Cooling System:
Water Heater:,,
Name: Date:
Comments
. A
Generated by REScheck-Web Software
Compliance Certificate
Project HINDEN RESIDENCE
Energy Code: 2018 IECC
Location: Mattituck, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
505 OAK STREET HINDEN TODD O,CONNELL
MATTITUCK, NY 11952 505 OAK STREET TODD O'CONNELL ARCHITECT PC.
MATTITUCK, NY 11952 1200 VETS HWY.
STE. 120
HAUPPAUGE, NY 11788
compliance: Passes using UA trade-off
Compliance: 0.3%Better Than Code Maximum UA: 381 Your UA: 380 Maximum SHGC: 0.40 Your SHGC: 0.30
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Gross Area Cavity Cont. Prop. Req. Prop. Req.
Perimeter
Ceiling: Flat Ceiling or Scissor Truss 1,397 30.0 0.0 0.035 0.026 49 36
Wall 1ST:Wood Frame, 16" o.c. 1,296 13.0 1.5 0.072 0.060 75 62
Door: Glass Door(over 50%glazing) 77 0.300 0.320 23 25
SHGC: 0.30
Window: Wood Frame 182 0.300 0.320 55 58
SHGC: 0.30
Wall 2ND 4":Wood Frame, 16" D.C. 576 13.0 1.5 0.072 0.060 31 26
Window 1: Wood Frame 143 0.300 0.320 43 46
SHGC: 0.30
Wall 2ND 6":Wood Frame, 16"D.C. 728 19.0 1.5 0,055 0.060 36 39
Window 2:Wood Frame 70 0.300 0.320 21 22
SHGC: 0.30
Floor: All-Wood joist/Truss 1,420 30.0 0.0 0.033 0.047 47 67
Project Title: HINDEN RESIDENCE Report'date: 08/31/23
Data filename: Pagel of10
ARC
Compliance Statement. The proposed building design described her ilding plans, specifications, and other
calculations submitted with the permit application.The proposed b s b d i meef1he 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the manda r is ' ted 1~h REScheck Inspec�'on Checklist.
�. z3
Name-Title Sig t-Ur Date
Project Notes: 02793�
HI-21-693 OF
F
Project Title: HINDEN RESIDENCE Report date: 08/31/23
Data filename: Page 2 of10
1 �
' REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 IECC
Requirements: 97.0% were addressed directly in* the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
'Section Plans Verified Field Verified
# Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
&Req.ID
103.1, ;Construction drawings and i ❑Complies ;Requirement will be met.
103.2 !documentation demonstrate ❑Does Not
[PR1]1 !energy code compliance for the
co, !building envelope.Thermal ❑Not Observable ;
!envelope represented on ❑Not Applicable
construction documents. ;
103.1, ;Construction drawings and ❑Complies ;Requirement will be met.
103.2, I documentation demonstrate ❑Does Not j
403.7 1 energy code compliance for
[PR3]1 ;lighting and mechanical systems. ❑Not Observable
Systems serving multiple ❑Not Applicable ;
i dwelling units must demonstrate
compliance with the IECC
!Commercial Provisions.
302.1, ;Heating and cooling equipment is, Heating: Heating: ;❑Complies :Requirement will be met.
403.7 sized per ACCA Manual S based 1 Btu/hr Btu/hr ;❑Does Not
[PR2]2 Ion loads calculated per ACCA I Cooling: Cooling: ![-]Not Observable
Manual J or other methods Btu/hr Btu/hr ❑Not Applicable
approved by the code official.
1
1
1 1
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 08/31/23
Data filename: Page 3 of10
r f
Section
# Foundation Inspection Complies?. Comments/Assumptions
& Req.ID
303.2.1, ;A protective covering is installed to ;❑Complies ;Requirement will be met.
[FO11]2 , 'protect exposed exterior insulation :❑Does Not
and extends a minimum of 6 in. below
grade. :❑Not Observable
;❑Not Applicable
403.9 Snow-and ice-melting system controls;❑Complies :Exception: Requirement is not applicable.
[FO12]2 installed. ;❑Does Not
U j ;❑Not Observable
j ;❑Not Applicable
Additional Comments/Assumptions:
11 High Impact (Tier 1) -2.,1 Medium Impact(Tier 2) 3` Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 08/31/23
Data filename: Page 4 of10
Section 7, Plans Verified' Tield Verified -
# Framing./koug"h-In Inspection Complies? Comments/Assumptions
& Req:ID Value Value.,
402.1.1, I Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies
402.3.1, ;average). ❑Does Not ;table for values.
402.3.3,
402.5 C❑Not Observable
[FR2]1 ; ;❑Not Applicable
303.1 3 U-factors of fenestration products ❑Complies :Requirement will be met.
[FR4]1 ;are determined in accordance []Does Not
:with the NFRC test procedure or
taken from the default table. [-]Not Observable
❑Not Applicable
402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met.
[FR23]1 !installed per manufacturer's ❑Does Not
instructions.
❑Not Observable
❑Not Applicable
402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met.
[FR20]1 !is listed and labeled as meeting } ❑Does Not
AAMA/WDMA/CSA 101/I.S.2/A440 t
s ❑Not Observable
or has infiltration rates per NFRC ,
1400 that do not exceed code ❑Not Applicable ;
limits. ,
402.4.5. IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met.
[FR16]? (sealed at housing/interior finish _. ❑Does Not
and labeled to indicate :52.0 cfm
;leakage at 75 Pa. ❑Not Observable
S ❑Not Applicable
403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met.
[FR12]1 !insulated >= R-8 where duct is ❑Does Not
>= 3 inches in diameter and >_ ❑Not Observable
;R-6 where< 3 inches.Supply and
!return ducts in other portions of ❑Not Applicable ;
;the building insulated >= R-6 for
;diameter>= 3 inches and R-4.2
(for< 3 inches in diameter.
403.3.2 ;Ducts, air handlers and filter ❑Complies :Exception: Requirement is
[FR13]1 ;boxes are sealed with ❑Does Not :not applicable.
;joints/seams compliant with
I International Mechanical Code or ❑Not Observable
!International Residential Code, as []Not Applicable ;
;applicable.
403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met.
[FR15]3: ducts or plenums. I ❑Does Not
❑Not Observable
❑Not Applicable
403.4 ;HVAC piping conveying fluids R- ; R- ;❑Complies ;Requirement will be met.
[FR17]2 above 105°F or chilled fluids ;❑Does Not
below 55 °F are insulated to >_R-
3. ;
;❑Not Observable ;
� ,
❑Not Applicable
403.4.1 !Protection of insulation on HVAC ❑Complies ;Exception: Requirement is
[FR24]1 I piping. ❑Does Not not applicable.
J ❑Not Observable
i
❑Not Applicable
403.5.3- _,Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met.
[FR18]2: >_R-3. ;❑Does Not
" I ;❑Not Observable
❑Not Applicable
403.E 1 Automatic or gravity dampers are ❑Complies ;Requirement will be met.
[FR19]2 I installed on all outdoor air ❑Does Not
intakes and exhausts. ❑Not Observable
❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 08/31/23
Data filename: Page 5 of10
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2:1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 08/31/23
Data filename: Page 6 of10
Section" Plans Ve"rifled Field Verified
# . Insulation Inspection Value - Value "Complies?. Comments%Assumptions
&Req.ID
303.1 ❑, IAII installed insulation is labeled Complies ;Requirement will be met.
[IN13]2 or the installed R-values ' JE]Does Not
CJ provided.
, ❑Not Observable ;
❑Not Applicable
402.1.1, j Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies
402.2.E ;❑ Wood ',❑ Wood :[--]Does Not :table for values.
[IN1]1 j❑ Steel ❑ Steel j❑Not Observable
j❑Not Applicable
,
303.2, !Floor insulation installed per ❑Complies ;
402.2.8 !manufacturer's instructions and ❑Does Not
[IN2]1 in substantial contact with the
underside of the subfloor, or floor ❑Not Observable
(framing cavity insulation is in ❑Not Applicable
j contact with the top side of
sheathing, or continuous ;
;insulation is installed on the
underside of floor framing and ;
!extends from the bottom to the
top of all perimeter floor framing
members. [ ;
402.1.1, ,Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.5, !mass wall with at least 1/2 of the j❑ Wood ❑ Wood ;❑Does Not j table for values.
402.2.6 Iwall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable ;
[IN3]1 I exterior,the exterior insulation ;
!requirement applies (FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ;
303.2 i Wall insulation is installed per ❑Complies ;Requirement will be met.
[IN4]1 j manufacturer's instructions. ❑Does Not
I ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 ,31 Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 08/31/23
Data filename: Page 7 of10
Section Plans Verified. Field Verified, `
# Final.Inspection Provisions; Complies?..:. Comments/Assumptions
&.Req:ID Value Value
402.1.1, j Ceiling insulation R-value. ; R- R- ;❑Complies ;See the envelope Assemblies
402.2.1, ;❑ Wood ❑;❑ Wood ', Does Not ;table for values.
402.2.2, i ❑ Steel ;❑ Steel
402.2.6 ❑Not Observable
[Fill' ';❑Not Applicable
303.1.1.1, ;Ceiling insulation installed per ❑Complies :Requirement will be met.
303.2 lmanufatturer's instructions. ❑Does Not j
[FI211 ;Blown insulation marked every
1300 ft2. ❑Not Observable
❑Not Applicable j
402.2:3Vented attics with air permeable ❑Complies ;Requirement will be met.
[FI22]2 _ . insulation include baffle adjacent _ ❑Does Not
=Ito soffit and eave vents that
lextends over insulation. _ ❑Not Observable ;
❑Not Applicable ;
402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met.
[F13]1 insulation >_R-value of the ;❑Does Not
I adjacent assembly.
;❑Not Observable
j ;❑Not Applicable
402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met.
[F]17]1 lath in Climate Zones 1-2, and ;❑Does Not
<=3 ach in Climate Zones 3-8. ; ❑Not Observable ;
❑Not Applicable
403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies :,Exception: Requirement is
[FI27]1 determine air leakage with ft2 ft2 ;❑Does Not not applicable.
either: Rough-in test:Total ;
leakage measured with a �❑Not Observable I
!pressure differential of 0.1 inch ; ;❑Not Applicable
w.g. across the system including
;the manufacturer's air handler ;
:enclosure if installed at time of
;test. Postconstruction test:Total
;leakage measured with a
;pressure differential of 0.1 inch
;w.g. across the entire system
;including the manufacturer's air
handler enclosure.
403.3.4 !Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is
[FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not :not applicable.
I<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in !❑Not Observable
!tests,verification may need to ;❑Not Applicable ;
occur during Framing Inspection.
403.3.2.1 ;Air handler leakage designated ' ❑Complies ;Requirement will be met.
[F124]1 !by manufacturer at<=2%of _ ❑Does Not
!design air flow.
❑Not Observable I
` ❑Not Applicable
403:1.1 ": !Programmable thermostats ❑Complies :Requirement will be met.
[FI9]2 installed for control of primary ❑Does Not
heating and cooling systems and
initially set by manufacturer to ❑Not Observable
{code specifications. ❑Not Applicable
403.1.2; Heat pump thermostat installed ❑Complies ;Requirement will be met.
[FI10]2 on heat pumps. ❑Does Not
❑Not Observable ;
❑Not Applicable
403:5.1 ;Circulating service hot water ' ❑Complies ;Requirement will be met.
systems have automatic or ❑Does Not
! manual controls. ❑.. .. Not Observable
iaccessible
❑Not Applicable
11 High Impact (Tier 1) 2- Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 08/31/23
Data filename: Page 8 of10
r Section TPlans Verified Field Verified
"# Final Inspection Provisions Complies? Comments/Assumptions
& Req.ID Value Value
403.6.1" ;All mechanical ventilation system ' ❑Complies ;Requirement will be met.
[FI2512 !fans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy
and air flow limits per Table ❑Not Observable
R403.6.1. ❑Not Applicable ;
403.2", .; Hot water boilers supplying heat ❑Complies ;Requirement will be met.
[F126 ? !through one-or two-pipe heating ❑Does Not
;systems have outdoor setback []Not Observable
control to lower boiler water
temperature based on outdoor ❑Not Applicable
,
temperature.
463.5.1.1.'Heated water circulation systems ❑Complies :Requirement will be met.
[•F128]2 !have a circulation pump.The ❑Does Not
!system return pipe is a dedicated ❑Not Observable
return pipe or a cold water supply
pipe. Gravity and thermos- ❑Not Applicable ;
syphon circulation systems are j
not present. Controls for
circulating hot water system
pumps start the pump with signal
!for hot water demand within the
occupancy. Controls
{automatically turn off the pump
when water is in circulation loop
is at set-point temperature and
ii
no demand for hot water exists.
403.5.1.2 (Electric heat trace systems [ Complies ;Exception: Requirement is
[F129]2 i comply with IEEE 515.1 or UL ❑Does Not ;not applicable.
1515. Controls automatically
!adjust the energy input to the ❑Not Observable
I heat tracing to maintain the ❑Not Applicable ;
desired water temperature in the
f piping.
403:5:2 Demand recirculation water ❑Complies :Requirement will be met.
[F130]2 systems have controls that IE]Does Not
manage operation of the pump
and limit the temperature of the J❑Not Observable ;
!water entering the cold water ❑Not Applicable
piping to <= 1049F.
403.5.4' Drain water heat recovery units ❑Complies ;Requirement will be met.
[FI311. tested in accordance with CSA ❑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
or two showers. Potable water-
side pressure loss of drain water
heat recovery units <2 psi for ;
individual units connected to
three or more showers.
404.1 ;90%or more of permanent ❑Complies ;Requirement will be met.
[FI6]1 ifixtures have high efficacy lamps. ❑Does Not
❑Not Observable ;
! []Not Applicable
[F01231-1 !no clontinuouts gas ing pilot syste I ghts have Ekom❑DoespNot Eot appllies cab eequirement is
❑Not Observable
j ❑Not Applicable
401.31 Compliance certificate posted. ❑Complies ;Requirement will be met.
[FI7l2. ❑Does Not
❑Not Observable ;
" ❑Not Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 08/31/23
Data filename: Page 9 of10
Section.. :. pla,'nseVerified Field."Verified "
#."• " Final.ln�spection Provisions Comp'liesiZ . Cam notions
&,Rec.13f Value Value
303.3 ;Manufacturer manuals for I ❑Complies :Requirement will be met.
[FI18]3 :mechanical and water heating []Does Not
systems have been provided.
,,]Not Observable ;
❑Not Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: HINDEN RESIDENCE Report date: 08/31/23
Data filename: Page 10 of10
�J( 2018 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 14.50
Below-Grade Wall 0.00
Floor 30.00
Ceiling / Roof 30.00
Ductwork (unconditioned spaces):
Glass & Door,Rating U-Factor SHGC
Window 0.30 0.30
Door 0.30 0.30
Cooling,Heating &
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
CLIMATIC AND OEOORAFHIG DESION CRITERIA
TABLE R50I.20) LA o I I II^I I '
WIND DE51ON SUBJEC �I T TO DAMAGE I � 5 5 2 P ? 100 .00
FROM
GROUND SPEED a TOFOG 5PEC,IAL WIND SEISMIC - - - - - -
SNOW (MPH) RAPHIG WIND BORN DE515N WEATHERING FRO57 LINE TERMITE WINTER ICE FLOOD AIR MEAN r
LOAD EFFECTS REGION � DEBRIS CATEGORY b ■ TODD O'CONNELL
k ZONE m f a DEPTH - DE51GN BARRIER HAZARD5 9 FREEZING ANNUAL ■ �. F3 C H I T E C T P.C.
TEMP e REQUIRED h INDEX ' TEMP
BOF 5 FT MOD TO FEMA
TODD O CONNELL, AIA
50 150vult NO NO I MILE- B SEVERE BFG HEAVY 15 YES FLOOD 1500 OR 55.4
FROM MAP LE55 I 1200 Veterans Memorial Highway
GOA5T PANEL# Suite 120
Hauppauge,NY 11788
MANUEL -1 DESION ('RITERIA n
P(631)650-6666
WINTER 5UMM=R ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE
6667
ELEVATION LATITUDECOOLING
HEATING FACTOR TEMPERATURE COOLING DIFFERENC - C(516 65)658--0325325
16
------ ------ ------ ------ ------ ------
------
COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY
TEMPERATURE VELOCITY VELOCITY NET BULB
DIFFERENCE HEATING COOLING
------ ------ ------ ------ ------ ------ ------
'1
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDGEMENT, THESE PLANS 6
\
AND/OR SPEGIFIGA7ION5 ARE IN COMPLIANCE
i5 ',•; $mil-'��l O
WITH THE FOLLOWING:
2020 RESIDENTIAL GODS= OF NEW PORK STATE ON
I '� I INFOR�
�ATION
PUBLICATION NOVEMBER 20111 I �
2020 RESIDENTIAL GODf= OF NEW YORK STATE `�'® I^I�I OF
SO I7H®I D
CHAPTERS 12-25 FOR ME:GHANICAL SYSTEMS I Y `�I `� .eJ l� 1�
2020 RE51DENTIAL CODE OF NEW YORK STATE 5ECTION: 141 BLOCK: I LOT(S): 20
CHAPTERS 24 FOR FUEL � CAS SY5TEM5
FRAME Z N
2020 RESID D ENTIAL CODE OF NEW Y z
rn ORK STATE GARAGE n z
O
CHAPTERS 25-55 FOR PLUMBING SYSTEMS ZONE: RES. 40 REGUIRED EXISTING PROPOSED _ z y
2020 RESIDENTIAL GODi- OF NEW YORK STATE LOT AREA 40,000 Sa.FT. 1-7,456 Sa.FT. 11,456 SO.FT. Q I N rn N
CHAPTERS 54-42 FOR ELEGTRIGAL 5Y5TEM5 LOT NIDTH 150 FT. 100 FT. 100 FT. z
° -0 ° ti o z
2020 ENERGY CONSERVATION GORE OF NEW YORK STATE 7C y O r 24.4
AS ADOPTED WITH THE 2018 IEGG FRONT YARD 50 FT. 55.E FT. 55.E FT. g o - °
REAR YARD 50 FT. Cl8.2b FT. Cl8.2b FT. I M [a 0 °
THE PROJECT COMPLIANCE METHOD GH05EN IS TOTAL _
UA-ALTERNATIVE AND A RE5GHEGK HAS BEEN SUBMITTED lily,
w o~
WITH THESE DRAwINCS. SIDE YARD (MIN) 15 FT. 15.5 FT. 15.5 FT. z Q ` X�
(1 =w0-1
LU LU
SIDE YARD (AGG) 35 FT. 55.0 FT. 55.0 FT. M p °o m 0�o
z 0 F$Q'j III$O$D-
I6.0'
BUILDING HE 1 G HT 55 F7./2.5 5TRY 26.42 FT. 26.42 FT. _ I r z,� ILI
LOT COYERAC E 20 % 1 b.5-7 % 15.50 % Q +"� U `)
XISTING aZ=�Jz���7 �
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*NON-CONFORMING LOTS �I - 2ND STORY DECK o y}T Z o a*
CCt v o
FRONT YARD 55 FT. 55.1 FT. 55.1 FT. TO BE REMOVED
o4p~a�ti�zQo
SIDE YARD 10 FT. 15.5 FT. 15.5 FT.
N o N t N U
wwL1z>OL1QUm
51 DE YARD (AG C) 25 FT. 55.0 FT. 55.0 FT. o n °
PROPOSED ,) n iL y 7;u 0
INTER10R �'�°� � °o-ly 0) K
REAR YARD 35 FT. cl8.26 FT. cl8.26 FT. '� - TITl Ff rTITITl i u W
t�- I -� �� ALTERATIONS
LOT COVERAG E 20 % 16.64 % 15.4 9/6
I LI 11 IT I frLl W N Q ll'o°
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LI K-uw�Ns� o Z
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NOT CREATE A NEN NON-CONFORMANCE (280-122) I I I' ,r
i O ADDITION mot-<"at-ono°t oo Ll
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XISTINO FRONT
ZONINO �ALC,,L ATI OI S I I ' / , �' " RE-5UIFORISH TO BE
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LOT AREA I�?,45b Sa.FT. z
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GARAGE 644.2 N
POOL 512 / NALK
0
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TOTAL 2,b84.5 SQ.FT. /' ��0.i 1I '
TOTAL I6.2 % 7- 0
100 .00 ' Q ,C)
o 5 540 541 011E 100 .00 ' Q tu
0A< STREET/ o o�-
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TODD O'CONNELL, AIA
II I
I I I I 1200 Veterans Me Memorial Highway
PRO IDE Suite
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PT. LOAD 5Y2" 5T. PIPE COL. I GL HA O 4"X4" POST
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E COL. _ - FROM ABOVE I =N I I I — — —= 0. - Z
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m I - �r✓.Nv4CD LU
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AND 6 LAG BOLTS I O.G. N > _ I- o
1 0 STA66ER TEGO JOISTS TO I —
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OR HOT DIPPED GALVANIZED = � � dj (2) 2"XIO" FLUSH N EXISTING DECK JUMP W'��Q N�o o m o� z �
I� GL� I lO '� m pFoQQ�u*OoF v F-
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2 211XIO" 2 2"XIO"
2"Xi5" AGO LEDGER -- _ 1 $N�i Q o K
*30�6-2 *30146 �� �_ Ill D o o 0-
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No Q
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COL. ENCLOSURE
7'-4y4 5 5" _8 14'-83�ae 5" t�
22'-23�8" 22'-23�8"
FOUNDATION PLAN FIRST FLOOR PLAN
SCALE: 1/4" = I'-O" SCALE: 1/4" = P-O"
N
lu
z
v
z
w
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GENERAL NOTES DEMOLITION NOTES: 0
z
1. AS PER 2020 NYSRC SEC. R510 I. REMOVE PARTITIONS SHOWN TO BE m
I. CARBON MONOXIDE ALARMS AND CARBON EACH HABITABLE ROOM SHALL HAVE REMOVED AS NOTED ON DWG5.- SHORE AS
MONOXIDE DETECTORS SHALL BE INSTALLED AT LEAST ONE OPERABLE WINDOW STAIRS AT LOAD BEARING PARTITIONS STAIRS GUARD NOTB: p
IN BUILDINGS AS REQUIRED IN ACCORDANCE FOR EMER6ENGY EGRESS WITH A 2 CONTRACTOR SHALL BE CAREFUL AS TO (TO COMPLY WITH 2O20 R.G. O NY5 R311 R312)
(CARBON MONOXIDE DETECTION SY 0
WITH SECTION XI[5 ) OF 202TI NYS"I'STEMS) .MINIMUM CLEAR OPENING OF 5.7 50. NOT DAMAGE EXISTING CONSTRUCTION THAT -STAIRWAYS SHALL NOT BE LESS THAN 56"
FT. (GRADE FLOOR OPENINGS SHALL
FOR RESIDENTIAL BUILDINGS . INTER-WIRED REMAIN AND SHALL REPAIR ANY OF THESE IN CLEAR WIDTH ABOVE THE PERMITTED #
FIRE/SMOKE AND CARBON MONOXIDE HAVE A MINIMUM CLEAR OPENING OF DAMAGES AS REQUIRED. HANDRAIL HEIGHT AND BELOW THE REQUIRED }
DETECTOR5 WITH BATTERY B OFENNIN
ACKUP AS PER IN FT.). THE MIN_ HT. OF HEADROOM HEIGHT
NFPA 72 AND 2020 NEW YORK STATE OPGS TO BE 24 AND MINIMUM S. CONTRACTOR SHALL RE-ROUTE, RELOCATER O
WIDTH TO BE 20" AND THE BOTTOM REMOVE (AS REO'D) ALL EXISTING ELEGTRIGAL, -MINIMUM HEADROOM HEIGHT TO BE b'-8"
RESIDENTIAL GODE' 5EC. R514 AND R515 OF OFENIN05 NO HIGHER THAN B'-8" PLUMBING AND HEATING LINES THAT INTERFERE -MAX RISER SHALL NOT EXCEED 8Y4"
SHALL BE INSTALLED IN DWELLING UNITS A.F.F. WITH NEW CONSTRUGTION. -MIN TREAD SHALL NOT BE LF-55 THAN Cf"
OUTSIDE OF EACH °SEPARATE SLEEPINGtu
AREA IN THE \/I G I N I TY of THE BEDROOMS. -STAIR PROFILE: NOSI NGS SHALL NOT BE
WHERE A FUEL-BURNING APPLIANCE IS 7• ALL WOOD POSTS SHALL BE BUILT LESS THAN 3/4" NOR MORE THAN Y4"
LOCATED WITHIN A BEDROOM OR ITS UP WITH (2) 2X4'S NAILED TOGETHER W/ -HANDRAILS SHALL BE PROVIDED ON AT O
ATTACHED BATHROOM, GARBON MONOXIDE 106 NAILS @ 8" O.G. UNLESS OTHERWISE LEAST ONE SIDE OF EACH STAIRWAY WITH
DETECTION SHALL BE INSTALLED WITHIN THE NOTED TWO OR MORE RISERS. TOP OF HANDRAIL
BEDROOM. 8. ALL FRAMING SHALL COMPLY WITH SHALL NOT BE LESS THAN 54" AND NOT
THE NEW YORK STATE REI SDENTIAL MORE THAN 38". ALL REQUIRED HANDRAILS }-
2. ALL ELEGTRIG WORK SHALL BE {—
PERFORMED IN STRICT ACCORDANCE CODE SHALL BE CONTINUOUS TO THE FULL LENGHT < Z
WITH THE LATEST EDITION OF THE N.E.G. q. ALL EXTERIOR PORCH/DECK/ OF THE STAIRS FROM DIRECTLY ABOVE THE
STAIR FRAMING TO BE AGQ TOP RISER OF A FLIGHT TO A POINT `
4. ALL CONDITIONS AND DIMENSIONS DIRECTLY ABOVE THE LOWEST RISER OF THE WALL KEY
TO BE VERIFIED IN FIELD BY THE LUMBER-U.O.N.
GENERAL GONTRAC:TOR AND REPORT FLIGHT. ENDS SHALL BE RETURNED OR SHALL
0. ALL ELEGTRIG TO REMAIN AND TERMINATE IN NEWEL POSTS OR SAFETY
ANY D15GREPANGIES TO ARCHITECT MODIFIED TO ACCOMMODATE NEW — = ExIST To BE REMOVED (� � O
PRIOR TO START OR CONTINUATION CONSTRUCTION. FINAL ELEGTRIG TO TERMINALS. HANDRAILS ADJACENT TO A WALL O
EXIST TO REMAIN � � ,n
SHALL HAVE A SPACE OF NOT LESS THAN IY2 NEw WOOD FRAME GNST J l 1
OF WORK BE DETERMINE IN THE FIELD BETWEEN THE WALL AND THE HANDRAIL. --- NEw POURED coIE GNS O C) O X
5. NO GAL\/. NAILS OR CONNECTORS IN 11. ALL ANGHORS, STRAPPING AND
HANDRAILS SHALL NOT PROJECT MORE THAN ';,- ;>.: 4; #---11
AGQ. LUMBER ARE PERMITTED. ALL GONNEGTORS AND HARDWARE TO BE 4Y2" ON EITHER SIDE OF THE STAIRWAY. NOTE POST UNLESS OTHERWISE (L 7- 1
NOTED 11-
GONNECTORS AND FASTENERS FOR AGO 51MPSON STRONG TIE OR AN APPROVED -GUARDS/RAILINGS ARE REG2UIRED FOR ANY -t- z_
LUMBER MUST BE STAINLESS STEEL OR MANUFACTURE AND TO BE INSTALLED AS SURFACE 30" ABOVE FLOOR OR GRADE. -A- �
HOT DIPPED GALVANIZED G-185. PER MANUFACTURE WRITTEN -GUARDS/RAILINGS SHALL NOT HAVE A GAP B HOLD DOWN AS NOTED Q
INSTRUGTIONS- UNLESS OTHERWISE NOTED OF PASSAGE OF MORE THAN 4" HARD WIRED SMOKE IpK
O DETECTOR W/ BATTERY
12. ALL ENGINEERED LUMBER BACK-UPER TO BE 8o GFM FAN To ExreRloR m Q LU
GLADDED AND SEAL AS REQUIRED ® N M
13- 1 x (-
TO PROTECT AGAINST THE HARD WIRED CARBON MONOXIME N OZ Z 1I
WEATHER ENVI ROj�MENT a DETECTOR W/ BATTERY BACK-UP IN, to ■
MIN 12" A.F.F. AS PER (q) Q Z
2020 RESIDENTIAL CODE OF N'Y5 * UI
CIE DENOTES EGRESS WINDOW #�
"
Ij
III I I I I I I I I I I I I I I 1 1 I �'��CHf fEC1'S
I I I I I I I I
TODD O'CONNELL
III I I I I I I I I I I /
III I 22'—Cl" t A_ R C H I T E C T P.C.
3 7o,
PROVIDE TODD O'CONNELL, AIA
III III
IIj III MOLD DOWN 1200 Veterans Memorial Highway
243 —_2 TG.
III III Suite 120
--
Hauppauge,NY 11788
II j HOLD I bWN v ��/g I I'-�3/g„ — --- -- --- P(631)650-6666
III III O O F(631)650-6667
III III
C(516)658-0325
III i p Qi GL. 2"x4" G.T. ® 16" O.G. Sr,✓ r,r�rr>iCrf f I i�,:rr,'' .rdAa-1.
III PROI'4/IDE -
II ROOF NT dJ dJ 2"x8" R.R. ® I6" O.G. 2"x8" R.R. ® 16" O.G.
x
III III = x
III III � m n n n n � 4uX411 4n 4u
IIj jj ALL V NYL POT P05 POST PO T
30 6-2 263- G. "X8" FLUSH 2Qx6�
ll ; :2 5& I BEARING I r
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t- 0 - ; cv X411
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x _ x — — — —
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POST / ; - TO DIODE I — - - z,z a z w ov WT N M
_ \� 6��X4 I I in — — — — �n N.�iw�oo�~ W
BEDROOM SEARING POST
.0pw�wgTz�t Q= V 1-
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(V EXISTIN6 JOISTS O I u q z>p q
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m I NI I I I �' OdN�ut�i°�muw
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(2) 2 XIO (2) 2 XIO 210 '��NooZa� o }
+� - ` - 2 2"XIO„ PRO APE 30 6-2 O x~w }Q o
30� -2 30 6-2 N (2 HOL DO N cv 3 0 J N o x(3 z
PROVIDE G 13 d)M PROVIDE $$�0 3:3--K
HOLD DOWN - _- HOLD DOWN F T a Q ,n o q o v p
X
2"x8" R.R. 21'x8" R.1
® I6" O.G. ® 161, O.G.
100, ROOF PLAN
z2'-z3/8, SCALE: 1/4" = 1'-0"
5EGONID FLOOR PLAN
SCALE: 1/4" = 1'-0" 4" FRESH AIR VENT In
THROUGH ROOF lU
I �
I z
I =
I V
I
I z
I W
P5105.1 ROOF EXTENSION
OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE j
TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6
INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, z
WHICHEVER IS GREATER. WHERE A ROOF IS TO BE USED FOR „ _ I _ m
ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR �_-- �- T----�_T_---
SUNBATHING DECK OR FOR SIMILAR PURPOSES OPEN VENT ---r 1 I I I
SHOWER I I ( I SHOWER ----�--_-- SHOWER SHOWER Q
PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE --
ROOF.
I 1 I I I I 1 1
P5105.2 FROST CLOSURE „i i i 3, i i i i I
WHERE THE CI-1.5 PERCENT VALUE FOR OUTSIDE DESIGN 2 I I 1 I 2" 2"1 1 �2 u�
TEMPERATURE IS O°F OR LESS, VENT EXTENSIONS THROUGH A I 12 I I
ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN I I/�" 1 1/2" i i i 11/2" 1 1/2" I
DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE SECOND SECOND .NB
MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE FLOOR I I I I FLOOR
OF THE BUILDING. 3' 2' 2" I 2" 2" 2" Hw—HW ►bl wa— wv—HW Fbv
1 G.O. Gt+—aW av—ow—cw T—w—cw—
O L
TABLE P5201.77 I 3 �— T
SIZE OF TRAPS FOR PLUMBING FIXTURES I cl b —
TRAP SIZE I 3 V
PLUMBING FIXTURE MINIMUM 4I b F- Z
(INCHES)
BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR 1 1/2 FIRST FIRST I i-1_-1
WHIRLPOOL ATTACHMENTS) FLOOR FLOOR I b
BIDET I I/4
LU
CLOTHES WASHER STANDPIPE 2 O �-
DISHWASHER (ON SEPARATE TRAP) 1 1/2 nO —
FLOOR DRAIN 2 CONNECT TO Y�" 1J-_ LU In
KITCHEN SINK (ONE OR TWO TRAPS, WITH OR EXISTING WASTE I I O () O
I I/2 WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) CONNECT TO
LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1 1/2 EXISTING SUPPLYOL
LAVATORY 1 1/4 z
SHOWER (BASED ON THE TOTAL FLOW RATE
THROUGH 5HOWERHEAD5 AND BODYSPRAY5) p
FLOW RATE:
5.-T GPM AND LESS 1 1/2 m N w
MORE THAN 5.1 GPM UP TO 12.5 GPM 2
MORE THAN 12.5 GPM UP TO 25.8 GPM 5
MORE THAN 25.5 GPM UP TO 55.6 GPM `i'
�'L_UMB I NC RI 5�R V�l�ST� PLUMB I NS RI 5��' SUi�i�L_Y � o d z
m d
O p � p
% 'ARCHItEC 'S,.
TODD O'CONNELL
,44RCH ITECT P.C.
t
TODD OTONNELL, AIA
1200 Veterans Memorial Highway
Suite 120
Hauppauge,NY 11788
p P(631)650-6666
T.O. ROOF _ ty_ _ iv ''�T.O. ROOF- _ - - - F(631) 650-0325
6667
ELEV. +26'-5" 10'-O" �_ _. .. / . 10'-O" ELEV. +26 _.,_. .._....,.. C(516)658- 325
- \ \ ASPHALT SHINGLES TO BE SELECTED
_ .
ASPHALT SHINGLES TO BE SELECTED ;\ OVER 15 BUILDING FELT rr
OVER 15# 1UILDINO FELT ✓ „
r rr r�r_J;ib rrf�.r-.r I
;.r.
FLASHING _:. „_. ......,_._..
4x3 ALUMINUM GUTTER W/ 3x4 \ / 4x3 _ __ _...__.._... . _.��.- .._.__ ._. ,,�',.� ALUMINUM GUTTER W/ 3x4
ALUMINUM LEADER TO BE �\ \ /: �� ALUMINUM LEADER TO BE ....... ...
SELECTED BY OWNER SELECTED BY OWNER
y
\ T.O. SECOND FLOOR PLATE
T.O. SECOND FLOOR PLATE ,' :--' / ,: •, - � �
ELEV. tv: Y
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i
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SIDING TO
MATCH EXISTING — _ - _ MATCH EX15IN T G
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STONE VENEER TO
BE SELECTED _ _.... . _. ..... . . . ...._..... .
- - - - - - - - - -
SECOND FLOOR_ _ \: \�_.\ \ ELEVN+DI1 300 _ ' /\\� _._. : ..., . .:...__,..,_... - : :..._..._ _:„_,......:.... _. Z 0
_ SECOND R
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SCALE: 1/4" = P-O" _ N p I>!f o K
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T.O. ROOF _ _ _ _ _ - 1" EL - -
ELEV. +26-5" -all
ASPHALT
- \
ASPHALT SHINGLES TO BE SELECTED TO BE SELECTED
N
ASPHALT T 5
W
/ L L
OVER 15# BUILDING FELT 7j' _ _'. .. _.../ SP HOVER 15# BUILDING FELT z
_
x4 �.� _..... .... .... \� 4x3 ALUMINUM GUTTER W/ 3x4 W
4x3 ALUMINUM GUTTER W/ 3 /:.
ALUMINUM LEADER TO BE _.... ... .__.,__.........._... . \\ ._...,....... , \ ALUMINUM LEADER TO BE _. -
- \\.. ,.
SELECTED BY OWNER SELECTED BY OWNER _...... ... _
_
T.O. SECOND FLOO
R PLATE
T.O. SECOND FLOOR PLATE ........ L _ + m Z
I G O
51DINO TO MATCH EX STING
1
MATCH EXISTING
Ld
- O
}
LE
;
FLA5f HNG _. ,,
_
,,-
i
SECOND FLOOR - _.______. ..._.., PROVIDE SECOND FLOOR_
-- -
ELEV. +I1'-3" ROOF VENT ELEV.TT-5" / _._... .... .
T.O. FIRST FLOOR PLATE T.O. FIRST FLOOR PLATE _ u
ELEV. +10'-4" _ ELEV. +10'-4" Z l 1
E
c, b
,
ks)
ttl
F I RS_T FLOOR ,((��
FIRST FLOOR +-' a1
ELEV. +2'-4" -- - + LU lam- V
ELEV. 2'-4"
GRADE GRADE —
ELEV. 0'-0" ELEV. 0'-0" l I�
o � o �
SOUTH ELEVATION EAST ELEVATION
SCALE: 1/4" = I'-Oil z
SCALE: I/4" = 1'-O"
Q
Q �
v) N ' tu
z �
N z
tu
# <, § <
§
Lfi O p 1)
HURRICANE ANCHORS MANUFACTURED BY PROVIDE ICE PROTECTION AS PER R405.21.1 WHICH
SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A CON515T5 OF AT LEAST 2 LAYERS OF UNDERLAYMENT
OR APPROVED EQUIVALENT AT EVERY CEMENTED TOGETHER OR A SELF-ADHERIN6 POLYMER HURRICANE ANCHORS MANUFACTURED BY A CtC}f I T E C T 5
MODIFIED BITV- NSHEET EXTEND FROM EAVES U5P CONNEGTOR5 MODEL No. TMU26TMU210 TODD O'CONNELL
RAFTER TO PLATE CONNECTION BOTH SIDES WHEN 12 EDGE TO A MIN.MIN.OF 24"INSIDE THE EXTERIOR WALL ,
-RAFTERS DO NOT ALIGN WITH STUDS LINE OF THE STRUCTURE OR APPROVED EQUIVALENT AT EVERY f, jR C H I T E C T P.C.
R-50 BATT INSULATION RAFTER TO RIDGE CONNECTION WHEN
2xb RR.0
16"6, z.. RAFTERS DO NOT ALIGN
2:b6°,�„MIb�oL��APO TODD O'CONNELL, AIA
HURRICANE ANCHORS MANUFACTURED BY
FVRRIGANE ANCHORS MANUFACTURED 1200 Veterans Memorial Highway
BY SIMPSON 5TRON6-TIE U5P CONNECTORS MODEL No. 5T22
SIMPSON STRONG-TIE CONNECTOR �b. CONNECTORS MODEL No.M23A OR OR APPROVED EQUIVALENT AT EVERY Suite 120
L. #H?Z TO BE USED WHEN APPROVED EWIVALENT AT EVERY OF RAFTERS Hauppauge,NY 11788
RAFTER ALIGNS WITH STUD RAFTER TO RIDGE CONNECTION
_\ � RAFTER TO PLATE C.ONNEGT1oN BOTH
SIDES WHEN RAFTERS ALIGN
USE A MINIMUM OF TWO Sd rU /2•COX PLYWOOD SHEATHING P(631)650-6666
NAILS THI5 SIDE WITH A ' °� \ / \ ASPHALT euiLDN��SEL�T
TOTAL OF FOUR INTO RAFTS I F(516)650-0325
� I I � VENTED vlNn.SOFFIT RIDG C 516 658-0325
p ALUMNIUM DRIP EDGE
x6FAscIA
ROOF RAFTER
a o DOUBLE TOP PLA
r \ 4•xS'ALUMINUM 6UTTER5
SEE DETAIL I/A-5 FOR ; W/5•X2•LEADER
N
® STUD PLATE TIES MANUFACTURED BY SIMPSON STRAP DETAIL R-21 BATT INSULATION
\ n\ STRONG-TIE CONNECTORS MODEL No. R5P4 2x6 STUDS•16"04.
I OR APPROVED EQUIVALENT AT EVERY STUD /2"C IX PLYWOOD SHEATHING
TO PLATE CONNECTION WHEN RAFTERS DO NOT
Niy
v ALIGN WITH STUD
TYVEiC HOUSE MRAP r— i
POLYSTYRENE RIGID INSULATION i, I`' �; ^,�'.,.' `.•. .h�_� ,a�• r..
I i �
SIDING TO BE SELECTED
STUDS ® 16" O.G. ROOF D E TA I L '
= I'-O" -
o
TWO 8d NAILS SCALE: 3/4"
INTO PLATES
m
IGHT 5d NAILS r
INTO STUDS N
H
ROOD STRAFF I NO DETAIL_ %3
SCALE: 514" = P-O" 0 A
z
o z
PROVIDE HOLD DOWNS AT
ALL CORNERS AND BOTHly
I
SIDES OF OPENINGS 6' w Q w 1-� o
OR GREATER IN WIDTH m p z�kn o '
z w
Q�0(n37 �wv
WALL STUDS ® 16" O.G. I1 w a w F o 0 0
DOUBLE 2X 5TU of w o x w
SIMPSON HDU5-5D52. �n Q Q o �
w of w f/
16 Go. COIL STRAPPING MANUFACTURED z Ili o z o tL
o o_
BY SIMPSON STRONG-TIE CONNECTORS IU>:LLILA� <?w Ll
LU
Qz��JUW�'ifiUl V
MODEL No. 6516 OR APPROVED EQUIVALENT �, F v a U o o V O
s �_ �4-oowo
d
BOTTOM FLA 111 pw�wp�zd��= V F-
T ��pQQnLU
dwFz-Qtu )
RIMJ015
z_wwQz>oQQ�m
z')0 wdl-z* F
oo Q
wUwiQwV WQ
uiR0 =n,ubU_6
lJ
o �O>1~�LIIUNdF-
SUB FLOOR- z W�o�Q�o III
FLOOR JOIST- U _j:o vI
5/b" THREADED STEEL RO Q'�-w W I- *z u o o
SIMPSON HDU5-SD52. o$ I�d s W o
HI-aQf-�no��ov p
USE 51MP50N Z-MAX OR HDG CONNECTORS
TO INCREASE CORROSION RESISTANCE }
FOR W ALL HARDWARE IN CONNECTION m
I6 Co. COIL 5TRAPPING MANUFACTURED W/ ACQ LUMBER.
BY SIMPSON 5TRONO-TIE CONNECTORS NOTE: I �""� I^I�I DETAIL
MODEL No. C516 OR APPROVED EQUIVALENT ALL STRAPPING TO BE �"'�OJ....LJ DOi' `41�l
INSTALLED AS PER MANUFACTURES
5PECIFICATION5 AND NY5 CODE
WALL STUDS ® I6" O.C.
RIDGE VENT
\ 2"XIO" R.R. ® 16" O.C. 2"XIO" RIDGE
STRAFF I NO DETAIL. FIREPLACE FLUE
\ 2"X4" G.T. ® 16" O.G. w
5GALE: 5/4" = 1'-0"
ASPHALT SHINGLES TO BE SELEGTIED z
WHEN NOT ALIGNED WITH RAFTER, OVER 15# BUILDING FELT Q
CONNECT KING STUDS TO TOP PLATE,
2"X5" R.R. ® I6" O.G. v
SEE ROOF 5TRAPPINS DETAIL WRAP IY4" GALS. 20 &A. COIL STRAP m R-30 INSULATION Z
VER TOP OF TOP PLATE NAIL 2"X8" G.J. 0I6" O.G. W
ROOF FRAMING R-Iq INSULATION -1
4x3 ALUMINUM GUTTER W/ 3x4
f ALUMINUM LEADER TO BE
ci
(5) 1 J"Xq 4" LVL TEGO SELECTED BY OWNER z
m
BEDROOM HALLWAY BEDROOM I/2" POLYSTYRENE RIGID INSULATION ", Q CRIPPLE R-Iq INSULATION
cV- STUDS DOUBLE TOP PLATE O p
2"X6" STUDS ® I6" O.G. �
' CDX PLYWOOD SHEATHING
SIDING TO
MATCH EX15TINO
44
FADER lY
iv 2"XIO" F.J. ® 16" O.G.
JACK 3) 2"XIO" W/ (2) �"Xq" STL. FP. FLUSH
STUD , \
FULL LENGTH GL. HALLNAY Q v (V
WALL STUD5 LI�INO ROOM
FRAMED OPENING FOR NEW
WINDOW OR EXTERIOR DOOR
V IV1
LU v
— _ UNF I N 1 SHED Q Q
T T FF IT— T NOTE: BASEMENT OL
UPLIFT CONNECTION 15 REQUIRED
NO UPLIFT CUNECTORs AT EACH END OF THE HEADER AND AT
REQUIRED 1HIS AREA BOTTOM OF HEADER STUDS IN ADDITION
TO CONNECTORS AT WALL STUDS AND n
AT TOP AND BOTTOM OF CRIPPLES. 1�
(V 4K
IK
p
6 Ga. STRAP TIES MANUFACTURED
BY 51MP50N 5TRONO-TIE CONNECTORS USE 51MP50N Z-MAX OR HDG CONNECTORS pILI
MODEL No. G516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE SGTI O� A-A m " 0)
STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION N
AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ ACQ LUMBER. -L I 11
� N � z
5GALE: 1/4" = 1'-01' cv m Q
Ui�L. I T 00NNEGTOR DETAIL_ _ ° W Z
50ALE: 5/4" = I'-O"
O p 0
1"A'R'CHITECT5
\ CONTINUOUS BEAD
�-- -OF SEALANT j I 1
/ MANUFACTURED THIN-PROFILE TODD O CONNELL
ATTIC VENTILATION BAFFLE
VENTED AIR SPACE ARCHITECT P.C.
/, A,--EXISTING ATTIC IN5ULAITON
/ FLOOR ASSEMBLY (FULL WIDTH - TODD O'CONNELL, AIA
�" RIGID
INSULATION _ 1200 Veterans Memorial Highway
—� T TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION Sulte120
PTIONAL ELEVATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788
ONTINUOUS MINIMAL o CAVITY INSULATION
A CONTINUOUS AIR BARRIER SHALL BE INSTALLED -bb66
EXPANDING FOAM AT / XPANDING FOAM AROUND
I,I IN THE BUILDING ENVELOPE P(631) 650
WINDOW PERIMETER THE PERIMETER OF LOOSELY III THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631)650-6667
SECTION GUT R161D INSULATION I NTINUOUS BEAD GENERAL REQUIREMENTS
OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(516)658-0325
EILIN6 GYPSUM BOARD �F' I" RIGID INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE
AS AIR BARRIER SEALED ;rrrr;rr,;f,•{ f`� T i r, .rrF
EXISTINORETROFIT
SAND J1/2" INSULATION EXTERIOR INSULATED
RETROFIT WITH I I/2"RIGID INSULATION
NTINUOUS BEAD WALL THE AIR BARRIER IN ANY DROPPED GEILIN6/SOFFIT Li.rrat. 4,{
INDOW UNIT A5
OF SEALANT q-0o5oo Scales/4" ■ I'-0' CEILING ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT
J: / GAPS IN THE AIR BARRIER SHALL BE SEALED
AIR BARRIER ONTINUOUS BEAD SHALL BE ALIGNED WITH THE AIR BARRIER
OF SEALANT =-
THIN-PROFILE ATTIC EAVE BAFFLE AND VENT
ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE
WALL DOORS TO UNCONDITIONED ATTICS SPAGESG
4
CONTINUOUS MINIMAL NTINUOU5 MINIMAL 5-01004 Scale,5/4" = I'-0' SHALL BE SEALED % `
EXPANDING FOAM AT EXPANDING FOAM AT THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME
WINDOW PERIMETER WINDOW PERIMETER I BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE I ' •'r s', k,1
�— WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATE RIAL HAVING A THERMAL RESISTANCE ` ' V.
GYPSUM BOARD MANUFACTURED RECESSED LIGHT
3 CONTINUOUS BEAD EXTERIOR WALLS TO BE SEALED OF R-3 PER INCH MINIMUM c. o
X4 BLOCKING ENCLOSURE EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED
^F SEALANT — ATTIC INSULATION
—� EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT
AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER
ONTINUOUS BEAD
I OF ADHESIVE INDOW UNIT A5
I ONTINUOUS BEAD AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS
OF SEALANT ENWLATED EXTERIOR =, THE SPACE BETWEEN WINDOW/DOOR JAMBS AND
,' FRAMING ANDSKYLIGHTS AND FRAMINGSHALL BERIOR WALL SEALED m
-- CONTINUOUS MINIMAL SHEATHING
EXPANDING FOAM AT XPANDING FOAM SEALANT
WINDOW PERIMETER AT PERIMETER RIM J015T
ONTINUOUS BEAD RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED N
2-STUD CORNER WITH Ix4 BACKER OF SEALANT
RYWALL GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED
CONTINUOUS BEAD TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE Q
-OF SEALANT 5-00006 Scale�5/4" = 1'-0" GESSED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES $ THE AIR BARRIER SHALL BE INSTALLED AT ANY v
GANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF INSULATION
DECKING, RM FLOOR FRAMING CAVITY J IN,dtf I INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH
ONTINUOUS BEAD THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION Z
ONTINUOUS BEAD OF ADHESIVE AIR SEALINSATRMMSWLI6HTINSINATT1G INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND O
OF SEALANT —GONTINUOU5 BEAD
I'.• ", EXTENDS FROM THE BOTTOM TO THE TOP OF ALL V Z
ONTINUOUS SILL SEALER I, OF SEALANT
ONTINUOUS BEAD ro2041 Scale: 5/4" r 1'-0" PERIMETER FLOOR FRAMING MEMBERS
-FULL WIDTH OF MUDSILL OF ADHESIVE
DRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, v <
I ONTINUOUS BEAD BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE m w o Q w F o
OUNDATION WALL OF SEALANT o>_Z~N w 'L
AS AIR BARRIER I WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS ,� „ o 0 d 3
Vuiaw�=w000
ONGRETE SLAB AS SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE w F w w
w
HA P NIN T R OR Y
a SHAFTS O E G O EXTERIOR K o 0
AIR BARRIER PENETRAT ONS w o��o_n�-°o
—FLOOR ASSEMBLY LOCKING AS REQUIRED UNGONDITIONED SPACE TO BE SEALED Q v w a w
a o YPSUM BOARD BOX BATTS IN NARROW CAVITIES SHALL BE GU1T TO FIT, OR 7 �z F,°� N
CONTINUOUS BEAD ONTINUOUS BEAD ENCLOSURE NARROW CAVITIES NARROW GAVITIE5 SHALL BE FILLED BY INSULATION THAT F Q z
ON INSTALLATION READILY CONFORMS 70 THE AVAILABLE iY a,`;i°°z m o
a o o lu
F SEALANT OF SEALANT ATTIC INSULATION o d w w lu
o -- CAVITY SPAGE Q z z-'0 111 X ul m WVU
a ONTINUOUS BEAD J015T GARAGE SEPARATIONAIR SEAL BETWEEN GARAGE AND CONDITIONED w w 3 QoN 2F'Gill_INO
I OF SEALANT SPADE o w U,w o_0?0 1)o
NTERIOR 6YM5UM z o , Q o v
� w�z-QwO�
RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE a Q a~$z
WALLBOARD AS BARRIER 3° 3" RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED Q o F o °�'o
NC STRATEGY // — 1--
MI L MIN { TO THE DRYWALL AIR TIGHT AND IC, RATED z(3u, w Ei a
GONGEPTU�tL )R SEAL i NO STRATEGY // GONGEPTUAL AIR 5EAL C.ONGEPTUAL AIR SEALING STRATEGY ;, _ °o�0�w Q w N v
UFFER NALL 5EGTI ON AT UPPER FLOOR SAND J015T —
LONER WALL SEGTI ON "� BATT INSULATION SHALL BE GUT NEATLY TO FIT n p v�'�' v
" " PLUMBING AND WIRING
AROUND WIRING AND PLUMBING IN EXTERIOR $N Q o W
5-02011 scale5/4 ■ I-0 XPANDING FOAM SEALANT WALLS, OR INSULATION THAT ON INSTALLATION ����t N w�
5-02002 Sale:3/411 = I -O II -02003 Scale: 3/III = I -oil AT PERIMETER READILY CONFORMS TO AVAILABLE SPACE SHALL `a o>T I o a 6 0 v F
NTINUOU5 BEAD OF EXTEND BEHIND PIPING AND WIRING N w w F o
°O �dv
1 SEALANT RWALL CEILING THE AIR BARRIER INSTALLED AT EXTERIOR WALLS z i w Q N °z
" 6YP5UM BOARD 5HOWER/TUB ON EXTERIOR WALL ADJACENT TO SHOWERS AND TUBS SHALL EXTERIOR WALLS ADJACENT TO SHOWERS AND n d Q 7 0
Msv,,on *moo- Z
` 2) LAYERS 2" RI61D INSULATION GE55ED LIGHT FIXTURE TUBS SHALL BE INSULATED v u,7'z"o N z v ~
SEPARATE THEM FROM THE SHOWERS AND TUBS Q= Q Q W
INSTALL I" R161D INSULATION INSTALLED DURING FRAMING ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND d 7 I$F 3 w o
GUT TO FIT BETWEEN THE EXTERIOR WALLS ELECTRICAL OR GOMMUNICATION BOXES OR
AIR SEALING AT REZEMM LIMMN6 IN ATTIC,
RAFTERS FROM SEAL BOTH -
I" RI61D INSULATION 51DE5 ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED
ROUGH GUT AROUND EXPANDING FOAM SEALANT. 5-02040 Scale: 5/4" = I'-0•
VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE HVAG REGISTER HVAG REGISTER BOOTS THAT PENETRATE BUILDING
-AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSULATION
NSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE 5EALED TO THE m
WALL SUBFLOOR OR DRY A
WITH EXPANDING J 'ATTIC INSULATION
FOAM SEALANT � � XTERIOR WALL WHEN REQUIRED TO BE SEALED, CONGEALED FIRE
INSTALL I" RI61D INSULATION 5HEATHING GONCEALED SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER
VERTICALLY TO CONNECT j
• INSULATING SHEATHING TO RI61D 5�5T1JD CORNER WITH RIGID INSULATION THAT 15 RECOMMENDED BY THE MANUFACTURER.
1 CAULKING OR OTHER ADHESIVE SEALANTS SHALL
/ INSULATION $APPLE. '/7. NOT BE USED TO FILL VOID5 BETWEEN FIRE
` FOAM SEAL BOTH JOINT / 5-00007 Scale:°s/4" ■ r-0• SPRINKLER COVER PLATES AND WALLS OR
CEILINGS
ONTINUOU5 BEADIn
I OF SEALANT ONTINUOUS BEAD
AL
" RIOID INSULATION I O
OF SEALANT I `
PRIOR INSULATED I " R161D INSULATION I Z
ROVIDE BLOCKING AT I ,'
WALL _ XTERIOR INSULATED STUD CAVITY AT 5HOWER
WALL AT EXTERIOR WALL I-
ONTINUOUS BEAD OF I
I. SEALANT I I N5TALL INTERIORSHEATHING MATERIALS R-VALUES lz
FP_O
GID INSULATION A5 ATTIC EAVE BAFFLE GUT I"EXTERIOR INSULATION SHEATHING AS PRIOR TO INSTALLATION OF
—I
UND MANUFACTURED VENT
ATTIC EAVE BAFFLE AND VENT I G PREFAB FIREPLACE UNIT EMENT BAGKERBOARD MATERIAL R-VALUE v
5-01006 Scale:5/4" = 1'-0"
1 TUB SURROUND FINISH � O
I ,•. I FAB TUB UNIT
TILE SURROUND FINISH FIREPLACE z
\_TI $AGKERND FIN I ."•.I UNIT I �, BUILDINO BOARD m
NSTALL I" RIGID INSULATION ( I I STUB SURROUND OYPSUM WALL BOARD (/2") 0.45
AT BOTH HORIZONTAL AND N`�Ul-P'TED PROVIDE BLOCKING AT BEYOND —�
NSULATED EXTERIOR I " ..I EXTERIOR STUD CAVITY AT TUB I
DRAINAGE PLAN VERTICAL POSITIONS STUD WALL L I STUD WALL AT EXTERIOR WALL I ONTINUOUS BEAD GYPSUM WALL BOARD (5/g") 0.5625 p
I (LEAVE "OAP FOR EXPANDING FOAM)
I THIN PROFILE WALL SHEATHING OF SEALANT 0.62
I ►
I:> I PLYWOOD (Y2 )
INSTALL EXPANDING FOAM INSULATED EXTERIOR IN
SEALANT AT INTENTIONAL GAPS I I I STUD KALL I SHEATH�IN6� WAL PLYWOOD (3/4 _ #
AT I" RIGID INSULATION —LXISTIN6 FLOOR
ASSEMBLY I `. I I ,-• � s"I ONTINUOUS BEA �
CONTINUOUS BEAD OF I I " •, OF SEALANT
5EALANT --CAVITY INSULATION ONTINUOUS BEAD OF
...,•z � �. SIDING
MINIMUM IN DRIP SECANT
1 i MANUF. SHOWER
1 — ALUMINUM/ VINYL 51DINO (NOT INSULATED) 0.61
in RI61D INSULATIO I 1 PAN XPANDING FOAM
SOFFIT GLO XPANDING FOAM .—yy00D FLOOR ASSEMBLY-� ALUMINUM/ VINYL SIDING (Y2" INSULATION) I.80
I OOD FRAME FLOOR
ASSEMBLY I 1 00D FRAME FLOORING O
I • • � FLOOR ASSEMBLY
INSULATED CANTILEVER FLOOR// •° °" HARDWOOD FLOORING (3/4 ) 0.68 ' I ' i.i_I
CAVITY INSULATION WITH I"RIGID INSULATION CLOSURE TILE 0.05
5-0IOIq 5cale:5/4" = 1'-0' AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR 5EALING BEHIND TUB WITH
THIN-PROFILE 5HEATHIN , FIREPLACE A55EMBLY THIN-PROFILE SHEATHING//SECTION GARPET WITIH FIBER PAD 2.08
5-0100-1 5cale.5/4" = Ib" 5-01012 5001e:514" = 1'-0" 5-01009 Scalo:5/4" = I'-O' CARPET WITH RIUBBER PAD 1.25
ATTIC INSULATION
d
ING FRAMING OR GRILLE ((H� ~
AIR SPACE (/2" UP TO 4") 1.00 1—1 �� . ` Q
EIL N FLOOR f^ �J O
li v /
HEATH INTERIOR OF LOOK DUCT BOOT ELECTRICAL WIRE
.'• :, ATTIC ACCESS TO ONTINUOUS BEAD OF
INSULATION +I OF INSULATION SEALANT ROOF I NO _
�;ul":III[III y UB FLOOR TOP PLATE
_ LEVEL PLUMBING PI ASPHALT SHINGLES 0.44 IfsLU
LAGGESS PANEL _ �I I I I I I I I I I I I I � � O
RAW ACCESS PANEL TOP PLA N5ULATED FLEXIBLE DUCT XPANDING FOAM WOOD SHINGLES O.�f7 O
5NU6 WITH PERIMETER EXPANDING FOAM TIE AT INNER LINER SEALANT
SCREWS SEALANT MASTIC AT INNER LINER z 1
TRIM AS REQUIRED TIE AT OUTER LINER
LL STUD DOORS z
INISH CEILING WALL 5 WOOD, SOLID GORE (1 514") 2.17 T
INSULATED METAL DOOR (2") 15.00 p
AIR SEALING AT ATTIC HATGi//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION
p
5-02022 5cale:5/4' ■ 1'-O" 5-01025 5ca1e:5/4" = 1'-0" 5-01055 5cale�5/4" 5-01024 5cale:5/4" = I'-0" POURED CONCRETE PER I" 0.08 m NIlly
tu
[Q (�
N
� Ll
TABLE R&02.5(5) SIZE, HEIGHT AND SPAGINO OF WOOD STUDS a --
TABLE R602.3(I) TABLE R602.5(1) BEARING WALLS NON-BEARING WALLS (fr
FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED
MAXIMUM SPACING MAXIMUM SPADING WHEN MAXIMUM SPACING WHEN
NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS,
ITEM DESCRIPTION OF BUILDING ELEMENTS ab,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER STUD SIZE A R C H t�T E C 1'5-
OF FASTENER a,b,c MAXIMUM SPACING WHEN LATERALLY LATERALLY
INTERMEDIATE SUPPORTING TWO UNSUPPORTED UNSUPPORTED
ROOF EDGES SUPPORTS c,e (INCHES) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-CEILING PLUS A ROOF-CEILING
TODD O'CONNELL
P.C.
(INCHES) (INCHES) HEIGHT `-' (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT •t ARCHITECTT P.c.
4-ad BOX(2 N"X0.113") OR
BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-ad COMMON OR
WOOD STRUCTURAL PANELS,5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING R AND PARTICLE BOARD WALL ASSEMBLY, ONLY (INCHES) ATTIC, ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) HEIGHT `' (INCHES) ` (FEET) (FEET)
1 (2 Y2"X0.131");TO TOP PLATE 3-I0d BOX(2 Y2"XO 128");OR TOE NAIL SHEATHING TO FRAMING [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING]
3-3"X0.131" NAILS 3O /8, _Y2, ad COMMON (2Y20III 1'' NAIL (SUBFLOOR,WALL
3 31'7NAIL (roof);or R5R5-01 6 12f TODD O'CONNELL, AIA
4-ad BOX(2 �"X0.113") OR
2 3/" x 0.115") nail (roof);
COMMON NAIL (2 Y2"XO.131"I or RSRS-OI; 1200 Veterans Memorial Highway
2 CEILING J015T5 TO TOP PLATE 3-ad COMMON(2 Y2"X0.131");OR PER JOIST,TOE NAIL 31 9/s� - (2 s/e° X 0.113") nail (roof) 6 12f Suite 120
Hauppauge,
3-IOd BOX(2 2"X0.128");OR Od COMMON (3"X0.14a") NAIL;OR
3-3"xo.131" NAILS NY 11788
32 Ye" - y4° ad (2Y2"X0.131") DEFORMED NAIL b 12
CEILING JOIST NOT ATTACHED T'O PARALLEL RAFTER, 4-IOd BOX(3"XO.12a") OR OTHER WALL SHEATHING P(631)650-6666
3 LAPS OVER PARTITIONS 3-Ibd COMMON(3 Y2"XO.162");OR F(631)650-6667
(see Section R9502.5.2 and Table. 802.5.2) 4-3"XO.131" NAILS FACE NAIL J3 Y2" STRUCTURAL CELLULOSIC FIBERBOARD V2" GALVANIZED ROOFING NAIL,%" HEAD 3 61 1 1C($16)658-0325
5HEA7HING DIAMETER,OR I Y4" LONG 16 ga. 5TAPLL WITH
3(6"a I"GROWN 2X4 1 10 1 24'- a __
CEILING JOIST ATTACHED TO PARALLEL RAFTER 1 3/4" GALVANIZED ROOFING NAIL,%` HEAD 2X6 10 16 24 10 16 4 TABLE R802. 2 34 <^s/32" STRUCTURAL CELLULOSIC FIBERBOARD r 2.4 24
(HEEL JOINT) (see Section R802.5.2.and Table R8o2.5.2; FACE NAIL DIAMETER,OR Y2" LONG I6 a.STAPLE WITH 3 6 16 24
20 24
SHEATHING 1/g" OR I" GROWN g FOR 51; 1 INCH = 25.4 min, I FOOT = 504.amm
Y2" GALVANIZED ROOFINGON1) NAIL;STAPLE a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS --
4-IOd BOX(5"XO.12a") OR 35 Y2" GYPSUM SHEATHINGd GALVANIZED, D LONG; I - SCREWS, THAN ONE
COLLAR TIE TO RAFTER, FAGS NAIL OR I Y4" X 20ga. 3-IOd COMMON (3 Y2"X0.14a");OR � �
5 RIDGE STRAP To RAFTER FACE NAIL EACH RAFTER TYPE W OR S SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED �-'(. � }�
4-3"X0.131" NAILS d 1 3/4"GALVANIZED ROOFING NAIL;STAPLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R6 02.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRAGTIGE.
i�.
36 /e" GYPSUM SHEATHING, GALVANIZED, I s5/51, SCREWS, TYPE IN OR 5 T T b. SHALL NOT BE USED N EXTERIOR WALLS 0/
c. A HABITABLE ATTIC ASSEMBLY SUPPORT)=D BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET THE WALL STUD S SHALL BE INCREASED TO
3-Ibd BOX NAILS(3 "X0.135") OR TO 5 ON ONE SIDE WOOD STRUCTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
s-lod COMMON NAILS(3"xo.l4a");OR AND 1 TOE NAIL RAFTER
OPPOSITE 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.
• •; -. 1
6 4-IOd BOX(3"X0.12a');OR TRUSS 3'i /a AND LE55 ad DEFORMED
(2 Y2 XO 120") NAIL;OR 6 12 f )4
RAFTER OR ROOF TRUSS TO PLATE
SIDE OF EACH RAFTER OR 3 „ -
4-3'XO.131" NAILS "XO.131" NAIL
4-16 (2"XO.131") NAIL;OR
3b y8° - 1" 6 12 TABLE R602.10.4- BRACINO METHODS s' o d (3 2"X0.135') OR ad DE-FORMED (2 Y2°X0.120") NAIL ----"'-
3-IOd COMMON(3"X0.14,1),OR TOE NAIL
4-I0d BOX(3"X0.12a");OR Od COMMON (3"X0.14a") NAIL;OR _ CONNECTION CRITERIA METHODS, MATERIAL MINIMUM THIGKE55 FIGURE �tr
3q Ye" - I Y4" 6 2 FASTENERS
T ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3"X0.131" NAILS ad DEFORMED (2 Y2"X0.120") NAIL SPACING
ROOF RAFTERS TO MINIMUM 2' RIDGE BEAM 3-Ibd BOX(3 �"X0.13519 OR FOR SI: I inch = 25.4 mm, I foot = 504.8,min, I MILE PER HOUR = C.441 m/s;I ksi = IMPa
R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN 2-16d COMMON(3 Y2"xo.162");OR TOE NAIL EXTERIOR SHEATHING PER
3-I0d BOX OR TABLE R602.3 (3) 6" EDGES 12" FIELD WIND R ED D
NAILS BORNE DEBRIS REGIONS SHALL BE POTECT FROM WINBORNE DEBRIS.
3-3"X0.131" NAILS
a NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING D
AND SHEATHING GS-WSP GLAZED OPENING PROTECTION FOR WINBORNE DEBRIS SHALL MEET THE
CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: ea KSI FOR SHANK DIAMETER OF 0.I12 INCH(20d CONTINUOUSLY SHEATHED 5j8'i REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E oio6 AND ASTM E ba6 AS
WALL COMMON NAIL),F q0 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.1T7 INCH,AND 100 KSI FOR SHANK WOOD STRUCTURAL PANEL INTERIOR SHEATHING,PER MODIFIED IN SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR
bd COMMON(3 Y2"X0.162") 24" O.G. FACE NAIL DIAMETERS OF 0.142 INCH OR LESS. TABLE R6023 (I) or R602.3 (2) VARIES BY FASTENER m
b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM1/I6-INCH ON DIAMETER GROWN WIDTH. WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING
a 57UD TO STUD(NOT AT BRACED WALL PANELS) Od(3"X0.128");OR c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 4a INCHES OR GREATER. 0 STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) r
3"X0.131") NAILS 16'' O.G. FACE NAIL d.FOUR-FOOT BY 5-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY. EXCEPTION: N
e.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3 (2). E
Ibd BOX(3)/:"XO.135");OR f.WHERE THE ULTIMATE DESIGN WIND SPEED 15 150 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO WOOD .TRUGTURAL PANELS WITH A THICKNESS 0
STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 2' O.G FAGS NAIL GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 150 MPH, X CS-6 ,
GONriNuousLY SHEATHED SS OF NOT LESS THAN /6 INCH AND A Z #
q 3'X0.131" NAILS NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL 8E BE SPACED 6 INCHES ON CENTER FOR MINIMUM 4a INCH WOOD STRUCTURAL PANEL 3/8n SEE METHOD G5-WSP SEE METHOD G5-N5P SPAN OF NOT MORE THAN & FEET SHALL BE PERMITTED FOR OPENING PROTECTION. <
CORNERS(AT BRACED WALL PANELS)
Ibd COMMON 16" O.G. FAGS NAIL
DISTANCE FROM RIDGES,EAVE5 AND GABLED EN NALL5;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING, ADJACENT TO GARAGE PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE J
(3Y2"X0.162")
g GYPSUM SHEATHING SHALL CONFORM TO ASTM G 13116 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253 FIBERBOARD SHEATHING OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE -I
bd COMMON(3Y2"X0.162") 6" O.G. EACH EDGE FACE NAIL SHALL CONFORM S ASTM G 208. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED
10 B'JILT-UP HEADER(2" TO 2" HEADER WITH Y2" SPACER) h,SPACING OF FASTENERS ON FLOOR 5HEATHING EDGES APPLIES TO PANEL EDGC5 5UPPORTED BY FRAMING MEMBERS AND REQUIRED z
I6d BOX(3 Y2"X0.135") 12" O.G. EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO O
SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH 'J
5-Sd SOX(2 Y2"X0.113");OR THE FRAMING MEMBERS NEED NOT BE PROVIDED CXGEPT A5 REOUIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE Z
11 CONTINUOUS HEADER TO STUD 4-ad COMMON(2 Y2"Xo.131");OR TOE NAIL SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. G5-PF EITHER TABLE R3OI.2(2) OR ASGE 7, WITH THE PERMANENT GORROSIORDANC N17
4-I0d BOX(3"X0.128" WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE , PROVIDE TWO TOE NAILS / ❑ SEE SECTION R602.10.64 SEE SECTION R602.10.64 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE
ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON CONTINUOUSLY SHEATHED 7/ICE
THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Z PORTAL FRAME
ANT
BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR w Q w � o
Ibd COMMON(3Y2"XO 162") b° o.c. FACE NAIL BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE ro o w z a--'a IL
I2 TOP PLATE TO TOP PLATE 3"I6d COMMON 3 0R O DESIGN WIND SPEED, IS 1aO MPH OR LESS. �u,a p o p
Od BOX (3"X0.12a")
3"X0.131") NAILS 12" OG. FACE NAIL
TABLE R,502.11 RAFTER OR TRUSS UPLIFT CONNEGTI ON FORGES 0 1 ��,o__10 tv w
I Y2° Ion X O 12 dia. o u
( "X0.162");OR FACE NAIL ON EACH SIDE OF a,b,c d e f g h (for y2" t gck sheathin w lL�w O0 N T w z w FROM WIND (ASD) (POUNDS PER CONNECTION) I T
3 DOUBLE TOP PLATE SPLICE 2-Ibd BOX(3Y2"X0.135");OR END JOINT(MINIMUM 24" LAP d �2 Of 25/ for 3j4 ion g) I A5�E ��0I •2'I •2' WINDBORNE DEBRIS PROTECTION FASTENING 4/o m }ty T<�
2-IOd BOX (3"X0.12b"}OR SPLICE LENGTH EACH SIDE OF GS-5FB 32 g X 0.12 dia. Q o_j-A p_ 1-o 0
2-3"X0.131" NAILS END JOINT) EXPOSURE B CONTINUOUSLY SHEATHED YY1GX fYIUfY1 6 (for 2%2" thlck sheathing) 3' EDGES 6" FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS ~-A-1 o Q ty u�f
d =�$ [A
STRUCTURAL FIBERBOARD galvanized roofing nails or a common $ t Q
Stud SROGin (2Y2" long X 0.131" dia.) nails FASTENER SPACINO OF Qz, ,n F
ULTIMATE DESIGN WIND SPEED Vult (mph) -IyN u,z o m
RAFTER OR ROOF SPAN FASTENER TYPE 4 FOOT 6 FOOT lu
"~a�l`t r/ o
130 mph 140 mph oz -F�-ju u~ _
TRUSS SPACING (FEET) PANEL SPAN < PANEL SPAN < PANEL SPAN to T-F Q z o-1°1 z W v
ROOF PITCH ROOF PITCH FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.amm, I degree = 0.01.75 rod, I pound per sopore foot=47.a N/rn I mile per hour = 0.447 m/s. <4 FOOT <_ 6 FOOT < b FOOT Q�;�°p V O
Ibd COMMON(3Y2"xO.162") 16" O.G. FACE NAIL <5:12 >5:12 <5:12 >5:12 a. Adhesive attachment Of Wall sheathing including Method OB, shall not be permitted in Seismic Design Categories G, D0, D and D2. NO. 5 WOOD SCREW o l li$z o Q w o Q
14 BOTTOM PLATE TO JOINT, RIM JOIST,BAND JOIST OR b. Applies to panels next to garage door opening where supporting gable end Wall or roof load only. Shall only be used On onE wall <tx 1 z 12 os 12 122 15 y y BASED ANCHOR WITH 2 16 10 z F o Q w~ o
BLOCKING (Nor AT BRACED WALL PANELS) bd Box(3 Y2"xo.13s°);OR of the garage. In Seismic Design Categories DO, D1, and D2 roof covering dead load shall not exceed 3 psf. INCH EMBEDMENT LENGTH 8 <u W a z>o Q Q o m
3"X0.131") NAILS 12" O.G. FAGS NAIL a 22 12 157 146 z�>>w��-z�G. Garage openings adjacent to a Method GS-G panel shall be provided with a header in accordance with Table R&02.5 (1). A full
3-Ibd BOX(3Y2"X0.135");OR 3 EACH 16"O.G.FAGS NAIL 24 4q 137 0(2 78 hei ht Clear opening shall not be permitted to a Method GS-O panel.BOTTOM PLATE TO JOINT,RIM JOIST, BAND J015T OR 2-I6d COMMON(3 Y2"X0.162");OR 2 EACH I6" O.G. FACE NAIL 2a 167 155 216 200 g p 9 p p o I w < N o
s 12" O.G. d. Method GS-SFB does not a I n Seismic Desi n Gate oriel D D D NO. 10 WOOD SCREW u d ��' N kn�u,
BLOCKING (AT BRACED WALL PANELS) 4-3"X0.131" NAILS 4 EACH I6" O.G FAGS NAIL 32 la5 1.70 240 222 pp y 9 g O I 2- < o z u o
BASED ANCHOR WITH 2 o N" W a X o z o a
56 205 ab 264 244 e. Method applies to detached one and two-family dwellings in Seismic Design Categories DOthrough D2only. I6 12 q ,�T N N lx F o X
INCH EMBEDMENT LENOTH
42 230 21 I 300 27b d
-ad BOX 2 "X0.113");OR �O>w=O Q u_� s �
3-Ibd Box OY"X0.135");oR 48 25b 256 356 5 F N LU Q w,U W J1
4-10 COMMON(2Y2"X0.131");OR TOE NAIL 12 126 117 162 150 TABLE R6O2.10.5 �4 INCH LAO SCREW
4-IOd BOX(3°xo.128");OR BASED ANCHOR WITH 2 6 I6 16 z 0 F <d°'0 0 o
6 TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131 NAILS la 162 4al 2 5 q4 M I N I MUM LEN07H OF BRACED WALL PANELS z$ o l)a 2��o_ z
3-I6d BOX(3 ;"xo.135'7;OR 24 of8 82 255 237
2,5 222 205 2b7 266 INCH EMBEDMENT LENGTH * F
2-I6d COMMON (3 Y2"X0.162");OR END NAIL I6 O.G. <U u1 t_O N U
32 246 226 3I� 2a5 METHOD MINIMUM LENGTH p!L �.z l_Q z ly Ul w
3-lOd BOX(3"X0.12a");OR (INCHES) L]<_ <'-w-<w-A <QQJJJ
CONTRIBUTING Ulwvriw<z<w=� Q/
3-3"xo.131" NAILS o 2-70 24-7 551 325 $T z$<
ADJACENT CLEAR WALL HEIGHT LENGTH F-I-<<F N O H O v Q
42 506 gal 3ofq 37o OPENING HEIGHT (INCHES) a. THIS TABLE 15 BASED ON 180 MPH ULTIMATE
3-IOd BOX ON(!II128"),OR 4a 543 514 447 414 (INCHES) 8 FEET q FEET 10 FEET II FEET 12 FEET DESIGN WIND SPEED AND A 55 FOOT MEAN ROOF
17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(3 Y2"X0.162");OR
3-3"X0.131" NAILS FACE NAIL EXPOSURE G GS-WSP <-6a 24 .2-730 33 -6 ACTUAL HEIGHT.
3-ad BOX (.2 °xo.113"),OR b. FASTENERS SHALL BE INSTALLED AT OPPOSING
2-Sd COMMON(2Y2"XO.15I"I OR ULTIMATE DESIGN WIND SPEED Vu t (mph) ENDS OF THE WOOD STRUCTURAL PANEL.
la i" BRACE 70 EACH STUD AND PLATE 2-I0d BOX(3"XO.125");OR FACE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph I=D ph FASTENERS SHALL BE LOCAT NOT LESS THAN
2 STAPLES 1 3/4" TRUSS SPACING (FEET)
3-bd BOX 2 °xo.17";oR ROOF PITCH ROOF PITCH TABLE R507.2 INCH FROM THE EDGE OF THE PANEL.
2-ad COMMON(2y2"xo.131');OR G. ANCHORS SHALL PENETRATE THROUGH THE
FACE NAIL
Iq I" X b" SHEATHING TO EACH BEARING 2-10d BOX(3"XOJ28");OR <5:12 >5:12 <5:12 >5:12 DECK LEDGER GONNEGTION TO BAND JOISTo)o EXTERIOR WALL COVERING WITH AN EMBEDMENT
2 STAPLES, I°GROWN, lbga.j si4" LONG 12 161 151 lab 186 (DECK LIME LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE
3-ad Box(2 (2Y:13"J;OR la 20b I95 257 242 BUILDINO FRAME. FASTENERS SHALL BE LOCATED
.24 256? 2501 51 3-10 COMMON(212b");O ");OR 2" O.G. 2E532 32 2aoi 55a 5q8 CONNECTION DETAILS AND LE55 6' 1" TO a' 8�N O��ER SPACING,OF FA IT'I TO 14' 4'I" NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE
J015T SPAN
3-IOd BOX(I"CIRC2b'7r oR 52 tad 2601 558 535 6' To 16' 6'1 TO 18' CONCRETE BLOCK OR CONCRETE.
N, Ibga.,l /4" LONG 5 CNCRS �
FACE NAIL ✓6 353 52q 45a 411 NCH DIAMETER LAG SCREW c,d d. PANELS ATTACHED TO MASONRY OR W
STAPLES, "GROW
20 I" X b" AND WIDER SHEATHING TO EACH BEARING WIDER THAN I" X 8" 30 23 IS S 3 10 MASONRY/STUCCO SHALL BE ATTACHED U5NG 0
4-8d BOX(2 X0.113');OR 42 402 375 4c1q 468 WITH� INCH MAXIMUM 5HEATHING
3-ad COMMON(2 Y2"XO.131");OR 4a 450 420 560 524 INCH DIAMETER BOLT NTH� INCH z
3-I0d BOX(311X0.12511);OR MAXIMUM SHEATHING 36 36 34 2q 24 21 q VIBRATION-RESISTANT ANCHORS HAVINO AN 2
12 2I4 20l 242 247 � INCH DIAMETER BOLT NTH I-INCH ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS
4 STAPLES, I"GROWN, Ibaa.,l 3/4" LONG la 277 25of 342 322
FLOOR MAXIMUM 5HCATHIN0e 36 36 2q 24 21 Ib 6 0
24 540 31b 422 3q6 THAN I,500 POUNDS. �
4-ad BOX(2 "X0.113");OR 2a 5b4 55b 476 446 FOR 51: 1 Inch = 25.4 mm, I foot =304.a min, I pound per scivare foot = 0.04111 kPo z
21 JOIST TO SILL,TOP PLATE OR GIfiZDER 3-ad COMMON (2 Y2"Xo.131");OR 16 O.G. 52 427 Sole 52q 4aj(� a. Ledgers shall be flashed In accordance wlth Section R-103.4 to prevent water from contracting the house band joist. tu
3-I0d Box (3"x0.128');OR TOE NAIL b. Snow load shall not r assumed Iq act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER -1
.�6 46a1 43b Say 547 c. The tip of the lag screH shall fully extend beyond the inside face of the band joist. TABLE R301.7 V
ad BO .131" NAILS 42 555 4Qq 664 622 d. 5heathing shall be wooc structural panel or solid sawn lumber
ad BOX (2 "X0.113") 4" O.G. TOE NAIL e.Sheathingshall be ermtteci to be wood structural onel, svm board,fiberboard, lumber or foam sheathing.RIM O
48 5qq 559 745 697 Up to 1/2-inch thickne P of stacked washers shall be permitted to substitute for up to I/2-inch of allowable ALLOWABLE z
22 iod BOX
N X0 Y2 x0.131");OR sheathing thickness where sombned with wood panel or lumber sheathing. STRUCTURAL MEMBER DEFLECTION
OI T,BAND JOIST OR BLOCKING TO SILL OR TOP ad COMMON (2
PLATE (ROOF APPLICATIONS ALSO) IOd BOX (3" 12a");OR b"O.G. TOE NAIL
AILS FOR 51: 1 INCH = 25.4 min, I FOOT = 304.amm, I MILE PER HOUR= 0.447 m/s, m
23 1' X 6" SUBFLOOR OR LESS TO EACH JOIST 3-od Box COMMON3 xo.11 ";oR I POUND =0.4541: POUND PER SQUARE FOOT = 47.d N/mZ, I plf 14.6 N/m TABLE R507.2.1 RAFTERS HAVING SLOPES GREATER THAN 5/12 L/180 N
- d Box 2 }U
(2 Y2"xo l3I°);OR g' WITH NO FINISHED CEILING ATTACHED TO r
xo.12b");OR FACE NAIL
2 STAPLES, I"GROWN, Ibga.,l 3/a" LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT M PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDOERS AND BAND JOISTS RAFTERS
MEAN ROOF Q
3-Ibd BOX (3Y2'X0.135");oR HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT INTERIOR WALLS AND PARTITIONS
24 2" SUBFLOOR To JOIST OR GIRDER 2-16d Box (5y X .135"I OF BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE C PORTION OF THE- MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS H/180 O
TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE FLOORS L1560
3-Ibd BOX(3Y2'X0.135'7;oR -OP EDGE BOTTOM EDGE ENDS ROW SPACING
25 2" PLANKS(PLANK sBEAM - FLOOR s ROOF) AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE CEILING WITH BRITTLE FINISHES (INCLUDING L/360 }
2-I6d COMMON (3 Y2"X0.162") TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF LEDOERa d 3
3-16d COMMON(3 "X0,162") HEIGHTS. 2 INCHES /4 INCH 2 INCHES" I 5/b INGHESb PLASTER AND STUCCO) w
26 BAND OR RIM JOIST TO JOIST 4-10 BOX(3"X0.12a");OR BAND JOIST- 3 b CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 1�
4-3"Xo.131" NAILS ;OR END NAIL b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING /4 INCH 2 INCHES 2 INCHES 1 s/a INGHESb
4-3"X 149a. STAPLES,a" GROWN A55EMBLY DEAD LOAD OF 15 PSF. GYPSUM BOARD)
II THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF FOR S1 I INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240
NAIL EACH LAYER A5 FOLLOWS: a. LAG 5GREN5 OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE NITH FIGURE R50T.2.1(1).
20d COMMON(4"xo Iq2°);OR AN STAGGERED
AT TOP AND BorroM OVERHANG OF 24 INCHES. b. MAXIMUM 5 INCHES. EXTERIOR WALLS - WIND LOAD- WITH PLASTER OR H/360
AND STAGGERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE S. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES
IOd BOX (3"X0.12a");OR AN O.G. FAGS NAIL AT TOP MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN a FEET OF BUILDING d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG 5GREN5 OR BOLTS TO THE EDGE OP THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R5022.1(I).
27 BUILT-UP GIRDER5 AND BCAM5, 2-INCH LUMBER LAYERS 3"X0.131" NAILS AND BOTTOM STAGGERED ON EXTERIOR WALLS - WIND LOADS- WITH OTHER H/240 Z'
oPPoslrE SIDES CORNERS.
tu
AND. e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED BRITTLE FINISHES O 2-20d COMMON(4"Xo.lg2'7;OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS TABLE: R402.1.4 - 2020 NEW PORK STATE ENERGY CONSERVATION GODS 3-10d5"X BOX(3"xo.128");OR AT EACH SPLICE EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/I20d
REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED FINISHES. � 11 1
3-1&d Box
NAILS FORGE5. EQUIVALENT U-FACTORS 1�J_
4-I6dCOM(3 (5,V3s'7,oR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT
ly
2a LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON (3Y2"X0.1 F, OR AT EACH JOIST OR RAFTER, LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 (� ^ -
4-IOd BOX (3"XO 128");OR FAGS NAIL CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL CLIMATE ZONE �]
FENESTRATION SKYLIGHT CEILING FRAME WALL MA55 WALL FLOOR BASEMENT WALL CRAWL SPACE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT Q \
- °xo 131 NAILS WALL ABOVE. � I-
g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS �•
2-IOd (3" 5112b"J - 2 0 common HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN � � •L
2q BRIDGING OR BLOCKING TO JOIST" EACH END,TOG- NAIL
(2 Y2" x o.131";or 2-3" x o.l3l'7 nails SHALL BE PERMITTED.
In. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 4 0.52 0.55 0.026,' 0.060 'O.Oga 0.047.' D.OSq' / 0.065 .- OBTAINED FROM THE TABLE R301.2(2).
y •, b. FOR If MEMBERS, L SHALL BE TAKEN A5 TWICE
1 I 1
TABLE R6023(5) 5 0.30 0.55 0.026 0.060 THE LENGTH OF THE CANTILEVER.
,b,c 0.082 0.033 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN
WOOD PANEL WALL SHEATHINO FASTENINO SCHEDULE a ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO v O
AS MAX. A5 MAX. AS MIN. AS MIN. AS MIN. N/A AS MIN. O
PROPOSED AS MAX. -V.I.F. GONERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS
MINIMUM NAIL MINIMUM NOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DE51GN WIND -V.I.F. -V.I.F. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF 1!�
SANEL SPAN PANEL THICKNESS STUD SPACING SPEED UU E CAT) GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED LL
SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY L/I75 FOR EACH GLASS LITE OR L160 FOR THE ENTIRE O O
(INCHES) RATING (INCHES o.GJ (INCHES o.CJ B G D LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT.
bd COMMON TABLE: R402.1.2 - 2020 NEW PORK STATE ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF
(2.0"X0.113") I.5 24/O 3/b 16 6 12 140 IIS I10
ad COMMON 6 6 12 140 140 3s SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD
(2.5"X0.131") I.Ts 24/16 '1/I6 24 6 12 140 us n0 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT +�-
FOR 51: I Inch = 25 4 mm, I MILE PER HOUR = 0.44-7 m/s DEFLECTION SHALL NOT EXCEED L/120. z
a. PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" GLAZED d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR 0YP5UN1BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE Q
ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS DEFLECTION OF H/I&O. Q/b. TABLE BASED ON WIND PRESSURES ACTING TONARD AND ANAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. WALL FLOOR BASEMENT WALL SLAB R-VALUE DRAWL SPACE
LATERAL BRACING REQUIREMENTS SHALL_BE IN AGGORDANGE WITH SECTION R602.10. U-FACTOR b U-FACTO SHOO be R-VALUE R-V RV ALUE - ALUE I R-VALUE R-VALUE c DEPTH d _ NALL R-VALUE e e. REFER TO SECTION R_703.a.2. Q
c WOOD STRUCTURAL PANELS NITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS NITH A 24/0 --- ---- - ----- - ___ ___ _
SPAN RATING. PLYNOOD SIDING RATED 16 O.G. OR 24 O.G. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/I6 SPAN RATING. 10 GONT. OR'
WALL-16 AND PLYWOOD SIDING Ib O.G. SHALL BE USED NITH STUDS SPACED NOT MORE THAN I6" ON CENTER. .• 4 0.32 I ,`0.55 0.40 l,• 4q / ' ,10 CONT. OR / Q
8/13 Iq :' % 10 / 2FT., 15 CAVITY N IU
• ; i � , 13 + 5 h ,• IS CAVITY �' .
Ily
5 0.30 0.55 NR 4q 20 OR 15 CONT. OR / ' / 15 GONT. OR 0
h 13/17 BO g 10 / 2FT. Iq CAVITY � O j
- 13 + 5 Iq CAVITY N z
N m Q z •
AS MAX. AS MAX. s O W
PROPOSED A5 MAX. -V.I.F. _V I F -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN.
REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES O -1
-7 La N cl
GENERAL CONDITIONS
UNLESS OTHERWISE NOTEE), GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE:
CONDITIONS OF THE GONTRAGT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION RQ05.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: MINIMUM DESIGN DEAD LOADS* AS PER A5GE d l�
CONSTRUCTION, AIA DOGLMEN7-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW PORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.5: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 7-I6 - CHAPTER 3 TABLE C5.1
4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN FROFE55IONAL AND P05TED IN I
LOAD
SHALL OBTAIN GER71FI-,A7E OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT � • •� ' ''�•
OGGUPANGY. SUBSTITUTIONS SHOULD BUILDING. (psf) A 67 H 11' E C 7 S
FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. TODD O'CONNELL
NOT BE MADE WITHOUT WF:ITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IC C E I L I N G 5 j- 241
R C H IT E CT P.c.
AUTHORIZATION BY THE ARGHITEGT. 20 GFM INFILTRATION THROUGH THE OVER I5# ASPHALT FELT WITH RATED AND INSTALLED WITH NO R402.2.4: ATTIC OR GRAWL SPACE ACCESS - SHALL BE AGOU5TIGAL FIBER BOARD 1.0 `
THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATGH IGE AND WATER PENETRATIONS, OR TYPE IG OR NON-IG WEATHER-STRIPPED AND INSULATED TO A LEVEL EGUIVALENT TO
REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per g INCH thickness) 0.55 TODD O CONNELL, AIA
AT THE COMPLETION OF WORK, THE (I/2 INCHES) (2.2) 1200VeteransMemorialHi Highway
. DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY g v
CONTRACTOR SHALL REN'OVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" GLEARANGE FROM R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/b INCHES) (2.75) Suite120
NA57E MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRIGK. PROVIDE MIN. FLASHING NEGE55AR1' FOR A COMBUSTIBLE MATERIALS AND 5'' GON57RUG7ED TO LIMIT AIR LEAKAGE TO < 5 AIR CHANGES PER MEGHANIGAL DUCT ALLOWANCE 4.O Hauppauge,NY11788
ETG., GLEAN GLASS AND ._EAVE WORK HOUR.
b' FIREPLACE WALL THIGKNE55 WITH WATERTIGHT, WEATHERPROOF JOB. GLEARANGE FROM INSULATION SUSPENDED STEEL CHANNEL SYSTEM 2.0 P(631) 650-6666
BROOM GLEAN UNLE55 01-HERN15E NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT WOOD FURRING SUSPENSION SYSTEM 2.5 F 650-6667
SPECIFIED. THE GONTRAGTOR SHALL 5E7WEEN GOMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING {631)
GARRI' WORKMAN'S GOMPENSATION CONSTRUCTION. MANUFACTURES 5PEGIFIGATION5. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516)658-0325
AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY G O V E R I N O S, ROOF, AND NALL
ALL SHALL GOMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. GODS OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL �'��'arS��? (�f •jj: l+w �rt.��
CES. THE ASPHALT SHINGLES 2.0
LOCAL CODES AND ORDINANCES.
INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE.
CONTRACTOR SHOULD FULLY GYPSUM SHEATHING, 1/2-In• .2.0rr =;rrrr9(;.frS,c.rrl i
FIBERGLASS MASTIG. (FED. 5PEG. INSTALLATION. MATERIALS IDENTIFIGATION:
GUARANTEE HIS WORK At`,D THE WORK R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS ( or inch thickness)
S.S.G. 155 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE p
OF HIS SUBCONTRACTORS FOR A CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 5 AGH50 IN GZ4A, 5, A&A. FIBERBOARD 1.5
PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFAGTURER'S INSTALLATION TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE
COMPLETION OF THE PROJECT UNLE55 EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL IN5TRUGTION5. POLYSTYRENE FOAM 0.2 O
OTHERWISE SPECIFIED. ALL WORK URETHANE WITH FOAM FOAM 0.5
FAGED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING r �L
SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per I/b-in. THIGKNESS) O.4
ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND -
EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. RIGID INSULATION, 1/2-in. 0.75 i =, is
PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE 't1
INDEMNIFY AND HOLD HARMLESS THE A5 PER SECTION R502.15 OF THE WARM SIDE. PROVIDE II/2 RIGID -MANUFACTURER MANUALS FOR ALL s��
FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING SKYLIGHT, METAL FRAME, 3 WIRE GLA55 b.o '' �'
OWNER, ARGHITEGT, AND THEIR RESIDENTIAL CODE OF NEW YORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER R405.5.2: DUGT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THIGKNESS) 5.0 ��
AGENTS AND EMPLOYEES FROM AND STATE, TO GUT OFF ALL GONGEALED BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE
AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTIGAL 07 6 BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE BITUMINOUS, SMOOTH 5URFAGE
OTHERWISE SPECIFIED. GARS SHOULD PROVIDED. 1.5
LO5E5 AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING R405.5.5: DUGT TESTING - DUCTS SHALL BE PRESSURE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7
ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE GLEARLY DETERMINE AIR LEAKAGE.
EXCEPTION: DUGT LEAKAGE TEST I5 NOT REQUIRED WHERE FLOOR FILL
RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR (�
OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS SPEGIFIGATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 8,0
SUCH CLAIM, DAMAGE, L055 OR SPACES AT THE GEILING AND FLOOR TO BE INSTALLED AS PER SECTION THE BUILDING THERMAL ENVELOPE. SAND, PER INCH b.o CrV
EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R508 OF THE RESIDENTIAL CODE OF DUCT INSULATION: STONE CONCRETE, PER INCH 12.0 In
BODILY INJURY, SIGKNE55, DISEASE FURRED SPACES SHALL ALSO BE FIRE R405.55: BUILDING GAV171ES - SHALL NOT BE USED AS DUCTS OR
OR DEATH OR TO INJURY TO OR BLOGKED AT INTERVALS NOT NY5. ALL GLASS I5 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED
LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOORS AND FLOOR F N 5 H E S z #
DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. GLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. CERAMIC OR QUARRY TILE (3/4-inJ
(OTHER THAN THE WORK ITSELF INSTALL GLASS UNTIL PROPER -RETURN D FLUIDS
UGT5 IN UNCONDITIONED F : MECHANICAL SYSTEM PIPING INSULATION - CARRYING ON 1/2-in. MORTAR BED 16.0 J
INCLUDING THE LOSS OR USE PLUMBING GLEARANCE5 ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING FLUIDS >105°F OR <55°F, INSULATE TO R-5 MIN.
RESULTING THERE FROM). (B) 15 CONTRACTOR SHALL INSTALL WATER SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR OUARRY TILE (5/4-in.) 230
GAU5ED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY -5UPPLY DUGT5 IN UNCONDITIONED R405.6: MEGHANIGAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED v Z
NEGLIGENT ACT OR OMISSION OF THE INDIGATED. PROVIDE HOT AND GOLD CODE, SHALL BE INSULATED SPAGE5 MUST BE INSULATED TO R-8. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF
2020 NYS RESIDENTIAL CODE CONCRETE FILL FINISH (PER INCH THIGKNE55). I.O F
CONTRACTOR, ANY SUBCONTRAGTOR, SHUT-OFF VALVES AT ALL FIXTURES. -RETURN DUCTS IN UNCONDITIONED ° 3 d
ALL WATER PIPING TO HAVE TEMPERED GLASS. ALL GLASS DOORS
ANYONE DIRECTLY OR INDIRECTLY AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST HARDWOOD FLOORING, 7/7-1n. 4.O } wpQ* 0 o
THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER o o z 1-��<Y N
EMPLOYED BY ANY OF THEM, OR GLEANOUTS AT ALL CHANGES OF 5TRIGT ACCORDANCE WITH THE BE INSULATED TO R-2. LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0
ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF MANUFACTURES SPEGIFIGATIONS. ALL -INSULATION 15 NOT REQUIRED ON THAN
w wwOYOd°I-
\E=RTIGAL WASTES. USE 4" CAST IRON ) dw w� iu
THEM MAY BE LIABLE REGARDLESS � - WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. O.OI X GFA + 7.5 X (# OF BEDROOMS + I MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.o a� u°,o�_�-°�°
WLL F °�' UIiJLIII
THROUGH FOUNDATION WALL PITCHED *GFA = CONDITIONED FLOOR AREA SLATE (PER mm THICKNESS) 15.0 °o Q o o
OF WHETHER OR NOT IT 15GAUSED IN SEALED AS PER 2020 NYSEGGcy
PART BY A PARTY INDEMNIFIED MIN. Va'' PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUGT CONSTRUCTION: SOLID FLAT TILE ON I-in. MORTAR BASE 25.0 zw z° 1°
HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R405.7: EQUIPMENT SIZING - PER AGGA MANUEL 5, BASED ON
ASSEMBLIES, AND METHOD OF FOLLOWS: LOADS CALCULATED PER AGGA MANUEL J. SUBFLOORING, 3/4-in. 3.O 0 w Q o z m o W
CONSTRUCTION INCLUDING BUT NOT DI5H WASHER 1 1/2" WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY
KITGH=N SINK I/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, o FLOORS, WOOD J015T (no plaster) C.C1. b-In. Qz JzIli1 1Q v
R404.1: LIGHTING - A MINIMUM OF �10 o O.G. O.G. F ° v z
LIMITED TO FORM WORK, TO BE FULLY WEATHER-STRIPPED. MA5TIG5 (ADHESIVES), / OF PERMANENTLY JOIST SIZES (in.) (LB f r2) (LB/7T2) w *N°o w°N V
BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" PROVIDE ALL SCREENS AND MASTIG-PLUS-EMBEDDED-FABRIC, OR INSTALLED FIXTURES MUST HAVE HIGH-EFFIGIENCY LAMPS. ow�wp za Qu 0 O�
PLAGING OF CONGRETE, ETG. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUGT TAPE 15 NOT LOW-VOLTAGE LIGHTING EXEMPT 2x6 6 5 Q Q J d °Q F
2xb
BE CAREFULLY SUPERVISIED BY THE TOILET 5 IS TO BE FREE OF SCRA7GHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R508-
Nwwpx>OQ 1L
CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 5" MAIN IMPERFECTIONS AND GUARANTEED BY EXGEPTION: GONTINUOUSLY WELDED GLAZING 2x10 7 6 zo>>111�;yI QNODO
NU
IN AGGORDANGE WITH THE DRAWINGS, VENT STAGK INCREASED TO 4'' THE MANUFACTURER FOR A PERIOD OF AND LOGKING-TYPE LONGITUDINAL 2x12 15 7 Q°W o a 0I`P
SPECIFICATIONS, APPLICABLE GODES THROUGH THE ROOF. PROVIDE FROST NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS - EXCEPT AS INDICATED IN SECTION R508.1.1 EACH PANE OF °`�" w ~°z -1 D,
F R A M E P A R T T O N S �$NN h�QQou_
AND GOOD PRACTIGE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLE55 INDICATED OPERATING AT LESS THAN 2" w.g. GLAZING INSTALLED IN HAZARDOUS LOGATION5 AS DEFINED IN (psf)
FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) SECTION R506.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES b.0 a o>w DO E c,
N U_W w�Nu1
SPECIFICATIONS WILL N07 BE DRAIN DRAIN-GOGKS. THE WATER -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPEGIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLASTERED 4.0 N�N o o°m"'~ IL �-
PERMITTED W 17HOUT WRITTEN SUPPLY AND SEWAGE D I SPO5AL w NOD Q��1N °z [L1
10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING H
AUTHORIZATION OF THE ARGHITEGT. SYSTEM SHALL COMPLY TO THE MANUFAGTURER'S INSTRUCTIONS. STANDARD WITH WHIGH IT GOMPLIE5, WHIGH IS VISIBLE IN THE FINAL FRAME WALLS Gwr
THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -000LI NG DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALLS: o Q Q lIv Q la u
RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND
THE FOLLOWING 15 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, GERAMIG-FIRED, LASER ETCHED, EMB055EO, OR BE A
2x4 9 16-in., 5/b-in. GYPSUM,
DRAWINGS WHIGH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/b-in. SIDING
11.0 � �adl-NODE ou p
ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM GONTRAGTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE
ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 cD 16-1n., 5/b-in. GYPSUM,
CONTRACTOR TO REMOVE $ PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A R506.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 5/b-in. SIDING I2.o � M
RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R50a.4.1 THROUGH R508.4.7 SHALL BE GO45IDERED TO BE
EXISTING WORK WHIGH INTERFERES SUPPLY GUTS OF FIXTURES FOR 5PEGIFIGA7ION5 TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING EXTERIOR STUD WALLS WITH E3RICK VENEER 46.0 6'' E)IAME7ER
WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED R50,5.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOW5, GLASS, FRAME AND SASH b.o REFLECTIVE WHITE
THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE GLAY BRICK WYTHES:
SITE WORK CONTRACTOR SHALL GREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST GON5IDERED TO BE A HAZARDOUS LOCATION 4 IN 5151.0 THE GONSTRUCTION TYPE
STAKEOUT IS TO BE PERFORMED BY A OWNER FOR THE FULL ACCEPTABLE. ONE THERM057A7 CAPABLE OF R506.4.2- GLAZING ADJAGENT TO DOOR- GLAZING 15 LESS THAN 60 b IN 701.0 DESIGNATION SHALL E5E
LICENSED SURVEYOR. STAKING AND SUBCONTRACTORS COST FOR THE INTERIOR WOOD 5URFAGES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS - 12 IN 115.0 ,
. LIGHTLY SANDED SURFACES, P MPRATRE SET P AGS, WALLS, SPACE TEEUOINT OF EITHER OF THE FOLLOWING- 16 IN 155.0 IT', II III HIV , OR V
LAYOUT ARE TO ESTABLISH ALL LINES CHANGED UNIT TO INDICATE THE CONSTRUCTION
AND BENGHMARKS. VERIFY ALL GIVEN DOOR5, FRAMES, TRIM, AND BABES, THE LARGEST ZONE. - GLAZING 15 WITH 24'' OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHES: CLA551FIGA710N OF THE ry
WYTHES THI HVA
DATA ON DRAWINGS. IN CASE OF G: ONE GOAT WOOD FILLER OR STAIN -GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE GKNE55 (IN INCHES) 4 6 b 10 12 �'` W
SYSTEM TO BE DESIGNED BY OTHERS. DENSITY OF UNIT (I05 PGF) STRUCTURE UNDER IBG t/ 0
AND TWO GOATS MCKLUSKYS ELECTRIC SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24 OF THE HINGED SIDE OF SECTION 602 z
DISCREPANCY, RECEIVE
CLARIFICATION FROM ARCHITECT PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC ME7ER5 ARE AN IN-SWING DOOR NO GROUT 22.0 24.0 51.0 57.0 45.0 =
PRIOR IC PROCEEDING. EXCAVATE ROOMS ($ CONFORM WITH ALL STATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R506.4.5- GLAZING IN WINDOW
AND BACK FILL FOR WO1EX INDIGATED AND LOCAL GO[-,)ES. GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN � SQ.FT. (GROUT 5PACING) 0
PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING IS LE55 THAN la" ABOVE THE FLOOR 46 IN. O.G. 2Q.o 36.0 47.0 55.0 REFLECTIVE RED z
ON DRAWINGS. STOCKPILE TOPSOIL 40 IN. O.G. 30.0 40.0 4q.0 57.0 PANTONE # 187 lu
OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING IS MORE THAN 56 ABOVE FLOOR AND 32 IN. O.G. 52.0 42.0 52. 61.0 •�
AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBU5TABLE ONE OR MORE WALKING SURFACES ARE WITHIN 56", MEASURED 24 IN. O.G. V
FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLAGE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING 34.0 .0 57.0 67.0 O
EXCAVATED MATERIAL. NEW AND 16 IN. o. C. 55
40.0 .0 66.0 7q.0 WIu
EXISTING BAGK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 508.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 ci5.0 115.0 IL z
TOPSOIL ARE: TO BE FREE OF WEEDS, SE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R5ob.4.5- GLAZING AND WET SURFACES- BATHTUBS, SHOWERS WHERE
TREE R0075, ROGKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING 15 LESS THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASCE STANDARD - MINIMUM DE51ON m
DENSITY OF UNIT (155 Fr LOAD FOR BUILDING STRUCTURES AND DESIGNATION FOR STRUCTURAL
ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBUROH, PRATT 4 CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING GOMPONENT5 THAT ARE OF (-
different dead load OTHER STRUCTURES -ASCE7-16
UNSUITABLE FOR BAGK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBERT, DUTCH BOY. CABOTS, BUILDING GODE OF NEW YORK STATE, SURFACE TRUSS TYPE GONSTRUCTION I 6
EXTERIOR 5HEATHING SHALL BE 1/2 MGKLUSKY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - R506.4.6 GLAZING ADJAGENT TO STAIRS AND RAMPS- GLAZING values for differ (PGF) ���� d) (�
SHALL BE REMOVED FROM THE SITE. 2 O
PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK G17Y WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN SOLID CONCRETE MASONRY UNIT WYTHES:
FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 5/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 56" ABOVE THE PLANE OF THE ADJAGENT WALKING 5URFAGE OF WYTHE5 THIGKNE55 (IN mm) 4 6 b 10 1 12 #
APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARGHITEGT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS DENSITY OF UNIT (105 PGF) FLOOR FRAMING, INCLUDING - >
52.051.0 6�1.0 67.0 105.0 ■ ■
BEFORE GOVERING ANY EXGAVATED BE GOVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 56'' OR LESS MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (155 PGF) ■ ■ GIRDERS AND BEAMS
sb.o bo.o b-7. 102.0 155.0 "R" ROOF FRAMING
WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (135 PGF)
WORK. 41.0 4.0 67.0 110.0 133.0 }
STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R506.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING z BUILDING "FR" FLOOR AND ROOF FRAMING
* WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR
GONCRE7E BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER 5EG7ION R702.5.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LESS THAN 56'' ABOVE THE LANDING AND WITHIN 2 sTMUMDSMDG0DLS
„ PLASTER, ADD 5 Ib/ft- FOR EACH FACE PLASTERED. VALUES SAMPLE - TITLE IQ NYGRR PANT 1265-4
ALL CONCRETE SLOG< IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.5.6 OF THE NEW YORK UNLE55 THE WATER HEATER HAS AN A 60 HORIZONTAL ARE LESS THAN a0 DEGREES FROM THE BOTTOM GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A PLACE ENGINEERED WOOD PLACARD
DUR-O-WALL REINFORGING EVERY AND DIAGONAL BRAGING OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF TREAD N051NO CONSIDERABLE RANGE OF WEIGHT FOR THE SAME GON5TRUGTION. ON OR ADJACENT TO ELECTRICAL METER BOX t i
THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A GIRGULATING SYSTEM. J�1
SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE CIRCULATING HOT WATER
SOLID. MORTAR MIX TO BE ONE PART NOTE: WINDOW FALL PROTECTION TO BE PROVIDED
PORTLAND CEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND I/2'' PIPES TO THE LEVELS ON TABLE 1. FOR ALL WINDOWS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R505 1
PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE TRUSS DESIONATION SION U)
PART MASONRY CEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. CIRCULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R512.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND '' II ''
END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE GIRGULATING HOT WATER - SCALE: NTS � J-�-1
PARTS SAND. PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A � b 'I ' -
CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE 1. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET
CONCRETE OCCURS, USE MIN. 16GA SHEET METAL GOATS OF JOINT COMPOUND. ALLOW -
NO CONCRETE OR M Y "
MASONRY WORK JOI57 HANGERS BTE
D DD FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FIN15H GRADE LESS THAN 6 FEET 8 INCHES
GO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT
(-
APPROVE EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANE
SHALL BE DONE DURING SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION:
TEMPERATURES OF 40 DEGREES F. BE MINIMUM 5/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAG PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR T�`51-E 1 : MINIMUM INSULATION THIGKNESS FOR CIRCULATING HOT WATER PIPES
AND FALLING. NO UA
GONGRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT INSULATION THIGKNE55 IN INCHES BY PIPE SIZES (�
BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT GOMPLI' WITH SEC. R512.2.2 LESS THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE HEATED WATER NON-GIRGULATING RUNOUTS GIRGULATING MAINS AND RUNOU75
ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. v
REQUIRED FLOOR AREA SHALL HAVE A GEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I" UP TO 1.25'' 1.5" TO 2.0" OVER 2"
WITHOUT WRITTEN PERMISSION OF THE BE 5 1/2". USE DOUBLE JACK STUDS ELECTRICAL R5I2.2.2 WINDOW OPENING CONTROL DEVIGE5- SHALL GOMPLY WITH LESS THAN 7 FEET
170-180 O.5 I.O 1.5 2.0
ARHITEGT ALL CONGREI-E 15 TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE ASTM F20�IO 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM _
G O
MIN. 5,500 P.S.I. AT 28 DAYS � 4,000 LENGTH. NATIONAL ELEGTRIGAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE OF 140-I60 0.5 0.5 I.O 1.5 ' I 1
PSI FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY GOMPANY I. OBTAIN ALL PERM175 PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE 100-150 0.5 0.5 0.5 1.0 OL �-H 0
SLEEVES AND FOUNDATION VENT5 AS NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO
REOUIRED BY NY5 CODE. UNLE55 FOUNDATIONS CHAPTER 4 DESIGN GIRGUI75 SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION R510.2.I LIB
INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TAE3L-E 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES
FOOTINGS ARE TO BE A MIN. 8" DEEP GEARING VALUES OF SANDY GRAVEL AWG. GONVENIENGE OUTLETS SHALL WITH ROD 4 SHELF, ALL LINEN z
PROJEGTING 6" ON EACH SIDE OF THE AND/OR GRAVEL AT 2000 LB5 PER BE LOCATED 12" ABOVE FINISHED GLOSE75 TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THIGKNE55 IN INCHES BY PIPE SIZE Q
FOUNDATION WALL. PROVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDIGATED. ROWS OF SHELVES. TYPES RANGE (F) IX
DEFORMED BARS CONTINUOUS IN THE CONSULT ENGINEER IF DIFFERENT SOIL ALL 5W D ITCHE TO BE LOCATED 56" 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4"
MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 5. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS
FOOTING. ALL 4" THICK GONGRETE EXCAVATION OR TEST HOLE, FOR OTHERWISE INDIGATED. SUPPLY TO MATCH EXISTING LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 SLABS TO HAVE 6X6 10/10 WELDED ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL
WIRE REINFORCING. ANCHOR BOL75 IN LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 N ILI
CONCRETE SHALL BE HOOKED 5/b" X FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND m N N N
STEAM CONDENSATE l O
12" AT MAX. 5' O.G. PROVIDE BITUMEN
FAUCETS TO BE SUPPLIED BY OWNER (FEED WATER) ANY 1.0 cl 1.0 1.5 2.0 tV c� N z (f13
e
EXPANSION JOINTS BETWEEN SLABS NOTE: ALL NON-ENGINEERED LUMBER AND INSTALLED BY CONTRACTOR
COOLING SYSTEMS r m Q l9
AND FOUNDATION WALLS, TO BE DOUGLAS FIR #2 OR BETTER z
O
5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 I.O 1.5 1.5 2.0 u.j �
BY OWNER
AND BRINE 120-200 0.5 1.0 I.O S Q
,w ..;.
CLIMATIC AND OEOORAPHIG DESION CRITERIA ', .M°•°)(
TABLE R301.2(I) N 540
54 I2® II I ,�I 1 00 .00 I
oa
WIND DESIGN SUBJECT TO DAMAGE �/
FROM
GROUND SPEED d TOP06 5PECIAL HIND 5E15MIG _ _ _ _ _ _ _ _ _ TODD O'CONNELL
5NOH (MPH) RAPHIG WIND BORN OE516N WEATHERING FROST LINE TERMITE G WINTER ICE FYOOD AIR MEAN
LOAD EFFECTS REGION I DEBRIS CATE60RY a DEPTH DE51ON BARRIER HAZARDS q FREEZING ANNUAL ARCHITECT P.C.
k ZONE m f TEMP Q REQUIRED h INDEX I TEMP J
TODD O'CONNELL, AIA
150w1t NO NO I MILE BOP 5 FT D T 4-MA
FROM SEVERE BFG HE
AVl' I�r- Y�,z FOOD 1500 OR 55 1200 Veterans Memorial Highway,4 I Suite 120
COAST MAP LE55
PKNNEL#
Hauppauge,NY 11788
MANUEL J DE51 C N CRITERIA " P(631)650-6666
HINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPE IF(631)650-6667
TORE HI6H TEMPERATURE C(56)65 -6667 ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLIN6 DIFFERENCE
0325
COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY m
TEMPERATURE VELOCITY VELOCITY NET BULB
DIFFERENCE HEATING COOLING
TO THE BEST OF MY KNOWLEDGE, BELIE= AND
PROFESSIONAL JUDGEMENT THESE PLANS
AND/OR 5PECIFICATION5 ARE IN COMPLIANCE
WITH THE FOLLOWING:
2020 RESIDENTIAL GODS OF NEW PORK STATE NINO
I ��O���>� ( O�PUBLICATION NOVEMBER 201a
- 0
2020 RESIDENTIAL COVE OF NEW PORK STATE TO1��lN O� SOUTHOLD �'CHAPTERS 12-25 FOR MECHANICAL SYSTEMS I - Z
CV r t-
2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION: 141 BLOCK: I LOT(S): 20 FRAME z o
CHAPTERS 24 FOR FUEL. 4 GAS SYSTEMS
2020 RESIDENTIAL CODE OF NEW YORK STATE � � GARAGE M z �
CHAPTERS 25 33 FOR PLUMBING SY5TEM5 ZONE: RES. 40 REQUIRED EX15TINO PROP05ED rn 3
2020 RESIDENTIAL GODS OF NEW YORE STATE LOT AREA 40,000 SQ.1=T. 1�,456 SQ.FT. 17,456 5Q.1=T. ® I �, o
CHAPTERS 54-42 FOR ELECTRICAL 5YeTEM5
LOT WIDTH 150 FT. 100 FT. 100 FT. ® o N o I z
2020 ENERGY CONSERVATION CODE OF NEW YORK STATE p z p r 24.4'
AS ADOPTED WITH THE 2018 IEGG FRONT YARD 50 FT. 55.-1 FT. 55.-1 FT. -� 0 ® � W W
REAR YARD 50 FT. Q8.26 FT. Q8.26 FT. I rn �' o o 3, V
THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL -� - ,
UA-ALTERNATIVE AND At RESGHEGK HAS BEEN SUBMITTED SIDE YARD (MIN) 15 FT. 15.5 FT, 15.5 FT, z ® ��N w 0-_� O
WITH THESE DRAWINGS. 2 IUD m SIDE YARD (Ac50) 55 FT. 55.0 FT. 55.0 FT. rn p ���FJ19
BU I LD I NO HE I OHT 55 FT./2.5 STRY 26.42 FT. 26.42 FT. z Z o o
LOT CO\IERAO� 20 % 16.5-1 % 15.50 % ® XI5TINO oZ�=-'za �z w v
- 2ND STORY DECK
� �0 13
NON-CONFORMING LOTS Z
o wy9kzw u F-
(� TO BE REMOVED ° ��Q�� Zdo
FRONT YARD 55 FT. 55.1 FT. 55.1 FT. rn o
SIDE YARD 10 FT. 15.5 FT. 15.5 FT.
I � up► LU ° QN���
_ ROPOS D <02�RPM,
SIDE YARD (A00) 25 FT. 55.0 FT. 55.0 FT. o _ r W,,,
r p ® INTERIORS- o��Q
REAR YARD 55 FT. Cla.26 FT. Ci8.26 FT. �- I TIT]Tl TT IT ITI Tl -c �' AATERATI ON5 W-�,W�
LOT COVERAOE 20 % 16.64 % 15.4 % I 1 ll LL 11 IJ�1JF9 1� N 0 4 o z m
I I ROPOSED ly
< ow_ W
*NON-GONFORMI NO BU I LD I NC S MAY BE ALTERED OR ENLROEDS TO i j j' ;' 2ND STORY d N o o
NOT CREATE A NEW NON-CONFORMANCE (2&0-122) I I l%� '� i ;' �'f�' o ADDITION
VED AS NIOTEDI f
AP PR 'f.
Fill,
X 15YI NO FRONT
DATE: °�3 B.P.#
FEE: BY:�= ELECTRICAL I ; cu
I i" PORCH TO 8E
NOTIFY BUILDING DEPARTMENT AT INSPECTION REQUIRED ZONI O G A L C ULAT IONS -4� I , /' "- RE-BUILT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
I ' j
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE ZONE: RES. B 50. FOOTA OF
2. ROUGH - FRAMING & PLUMBING
i
I � l
3. INSULATION Blowci door LOT AREA 171,456 SQ.FT.
4. FINAL - CONSTRUCTION MUST rnd duct%.ror p:
BE.COMPLETE FOR C.O. i N -
MEET THE testing required. i 5' O PO H "
ALL CONSTRUCTION SHALL g Q
REQUIREMENTS OF THE CODES OF NEW DWELL I NO 141 a 8 I I /
FOR
�� I I Oz
YORK STATE. NOT RESPONSIBLE
DESIGN OR CONSTRUCTION ERRORS. OARAO E
644.2
COMPLY WITH ALL CODES OF must provide Manuals POOL 512 1 /
i
NEW YORK STATE & TOWN CODES Do J ?nd S as per � � WAL K
I
AS REQUIRED AND CONDITIONS OF NYS Energy Code FRONT PORCH 108.5
i >
c0IIT-�-u�'I�T��V" aA DECK (REMOYdD) 220.1 SQ.FT.
'G BOARD
hr' 9 US T E.-S
r All exterior lighting TOTAL 2,684.5 5Q.FT. j ��
r ; ,
fnstalled,replaced or � 0 LU
repaired shall conform TOTAL 16.2 0/0 �;;/ �`
OCCUPANCY OR to Chapter 172
of the Town Code
USE IS UNLAWFUL ;/ I I LU
LU
WITHOUT CERTIFICAT / � ®® •�� � � i�}..
OF OCCUPANCY � 1 - - - - - - - - -
- < to cn z
RETAIN STORM WATER RUNOFF S 5� O 5 I 2® II E 100 .00 '
PURSUANT TO CHAPTER 236 V<
OF THE TOWN CODE. Qom lU
OAK STREET r O 7 -
PLUMBER CERTIFICATION (_ 1U 0
ON LEAD TONTENT BEFORE
CERTIFICEE OF OCCUPANCY
PLOT PLAN
SCALE. I° lo'-o"
SOLDER USED
WA TE:R _ (� z 1 6
SUPPLY SYSTEM CANNOT - z
EXCEED 2/10 OF 1% LEAD.
tu
0
,PLtWBING
Iln �, !I I�IJ ;` (V z
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&WATER LINES NEED Iwo JUL 2 0 202?
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ARCATfY TSB
,�-.TODD O'CONNELL
YARCHITECT P.C.
TODD O'CONNELL, AIA
I I I 1200 Veterans Memorial Highway
I I I Suite 120
I I I Hauppauge,NY 11788
I I OV I IJ
l i x 0 i 00 P(631)650-6666
t =___ I `� I EX 15TI NC7 O • F(631)650-6667
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V 14"sD 50N0 TUBE PILLED =\ IT-g 2 10 V V = �"o>T"'o."U a
2 X�' LED6- O SOLID W/5000pol i O� C �� y2 - O REBUILD PROVIDE RAIL �' O ~N o"z 14 '~�'�
�ntLai� w—
CONCRETE MIN. 56" I ' - 6 - 1.o EXISTING ct�-' v�n N O a J�t V o z [n
i- u� X U X C'S PORCH TO CODE to _� m �_z o
O I ;fl BELOW 6 RAVE (TYP) = v I N n o o tu O v x O w
m, N " A 3 2�� �� AGQ (3) 2�� �� A (5) 2"XIO" AGQ <v w_ �
b"Xb" ACQ POST �6"Xb" ACO P05T W/
in
COL. ENCLOSURE
b_8 -1'-4y4 1'-4y4
22'
FOUNDATION PLAN F I R5T FLOOR PLAN �-
SCALE:
GENERAL NOTES DEMOLITION NOTES: z
6. AS PER 2020 NYSRG SEC. R510 I. REMOVE PARTITIONS SHOWN TO BE
I. CARBON MONOXIDE ALARMS AND CARBON EACH HABITABLE ROOM SHALL HAVE REMOVED AS NOTED ON DWGS.- SHORE AS
MONOXIDE DETECTORS SHALL BE INSTALLED AT LEAST ONE OPERABLE WINDOW REO'D AT LOAD BEARING PARTITIONS STAIRS GUARD NOTE: p
IN BUILDINGS AS REQUIRED IN ACCORDANCE FOR EMERGENCY EGRESS WITH A
WITH SECTION Q15.2 OF 2020 NYSFG 2. CONTRACTOR SHALL BE CAREFUL AS TO (TO COMPLY WITH 2O20 R.G. OF NYS R3114R312)
(CARBON MONOXIDE DETECTION SYSTEMS) MINIMUM CLEAR OPENING OF 5.1 50. NOT DAMAGE EXISTING CONSTRUCTION THAT -STAIRWAYS SHALL NOT BE LESS THAN 36"
FOR RESIDENTIAL BUILDINGS . INTER-WIRED FT. (GRADE FLOOR OPENINGS SHALL REMAIN AND SHALL REPAIR ANY OF THESE IN CLEAR WIDTH ABOVE THE PERMITTED }
FIRE/SMOKE AND CARBON MONOXIDE HAVE A MINIMUM CLEAR OPENING OF DAMAGES AS REQUIRED. HANDRAIL HEIGHT AND BELOW THE REQUIRED
DETECTORS WITH BATTERY BACKUP AS PER 5.0 SQ. FT.). THE MIN. HT. OF HEADROOM HEIGHT
NFPA -72 AND 2020 NEW YORK STATE OPENINGS TO BE 24" AND MINIMUM 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR
WIDTH TO BE 20" AND THE BOTTOM REMOVE (AS REG2'D) ALL EXISTING ELECTRICAL, -MINIMUM HEADROOM HEIGHT TO BE 6-5"RESIDENTIAL 7- SEC. R314 AND OF OPENINGS NO HIGHER THAN 3'-8" PLUMBING AND HEATING LINES THAT INTERFERE -MAX RISER SHALL NOT EXCEED M4"
SHALL BE INSTALLALLED IN DWELLING UNITS OUTSIDE OF EACH SEPARATE SLEEPING A.F.F. WITH NEW CONSTRUCTION. -MIN TREAD SHALL NOT BE LESS THAN Cf" lu
AREA IN THE VICINITY OF THE BEDROOMS. -STAIR PROFILE: N051N05 SHALL NOT BE Z
WHERE A FUEL-BURNING APPLIANCE IS 7. ALL WOOD POSTS SHALL BE BUILT LF-55 THAN 5/4" NOR MORE THAN I4"
LOCATED WITHIN A BEDROOM OR ITS UP WITH (2) 2X4'5 NAILED TOGETHER W/ -HANDRAILS SHALL BE PROVIDED ON AT O Z
ATTACHED BATHROOM, CARBON MONOXIDE IOd NAILS ® 8" O.G. UNLESS OTHERWISE LEAST ONE SIDE OF EACH STAIRWAY WITH
DETECTION SHALL BE INSTALLED WITHIN THE NOTED TWO OR MORE RISERS. TOP OF HANDRAIL
BEDROOM. 8. ALL FRAMING SHALL COMPLY WITH SHALL NOT BE LESS THAN 54" AND NOT Q
}-
2. ALL ELECTRIC WORK SHALL BE THE NEW MORE THAN 38". ALL REQUIRED HANDRAILS YORK STATE RESIDENTIAL �—
PERFORMED IN STRICT ACCORDANCE CODE SHALL BE CONTINUOUS TO THE FULL LENOHT
WITH THE LATEST EDITION OF THE N.E.G. c{, ALL EXTERIOR PORCH/DECK/ OF THE STAIRS FROM DIRE07LY ABOVE THE
STAIR FRAMING TO BE AGQ TOP RISER OF A FLIGHT TO A POINT
4. ALL CONDITIONS AND DIMENSIONS DIRECTLY ABOVE THE LOWEST RISER OF THE WAIL KEY
LUMBER-U.O.N. FLIGHT. ENDS SHALL BE RETURNED OR SHALL —
TO BE VERIFIED IN FIELD BY THE — lu �
GENERAL CONTRACTOR AND REPORT 10. ALL ELECTRIC TO REMAIN AND
ANY D150REPANGIE5 TO ARCHITECT MODIFIED TO ACCOMMODATE NEW TERMINATE I NEWEL POST.. OR SAFETY EXIST TO BE REMOVED EXIST TO REMAIN O z O
H
PRIOR TO START OR CONTINUATION TERMINALS. HANDRAILS ADJACENT TO A WALL
CONSTRUCTION. FINAL ELECTRIC TO 2" NEW WOOD FRAME GNST -
OF WORK BE DETERMINE IN THE FIELD SHALL HAVE A SPACE OF NOT LESS THAN V O �-
BETWEENW THE ALL AND THE HANDRAIL. b O
--- NEW POURED CONCRETE ,
5. NO GALV. NAILS OR CONNECTORS IN II. ALL ANCHORS, STRAPPING AND HANDRAILS SHALL NOT PROJECT MORE THAN
AGQ. LUMBER ARE PERMITTED. ALL CONNECTORS AND HARDWARE TO BE 4:2" ON EITHER 51DE OF THE STAIRWAY. ®^ 4"x4" POST UNLESS OTHERWISE CI z x
CONNECTORS AND FA5TENER5 FOR AGQ SIMP50N STRONG TIE OR AN APPROVED -OUARD5/RAILINOS ARE REQUIRED FOR ANY NOTED l�- Z_
LUMBER MUST 13E STAINLESS STEEL OR MANUFACTURE AND TO BE INSTALLED AS SURFACE 50" ABOVE FLOOR OR GRADE. 3: X
HOT DIPPED GALVANIZED 0-05. PER MANUFACTURE WRITTEN -GUARDS/RAILINGS SHALL NOT HAVE A OAP ® HOLD DOWN AS NOTED §
INSTRUCTIONS- UNLESS OTHERWISE NOTED OF PAS5A6E OF MORE THAN 4" HARD WIRED SMOKE p
OO DETECTOR W/ BATTERY
12. ALL ENGINEERED LUMBER TO BE BACK-UP p
CLADDED AND SEAL AS REQUIRED ® W GPM FAN TO EXTERIOR m N m
TO PROTECT AGAINST THE HARD WIRED CARBON MONOXIDE (V z
WEATHER ENVIRONMENT a DETECTOR W/ BATTERY BACK-UP (V (1 0) z
MIN 12" A.F.F. AS PER (() Q Z
2020 RESIDENTIAL CODE OF NYS O 3
CIE DENOTES EGRESS WINDOW 1
o < p
o
-T-r-I--�--�-r-r-I-�-T-
' :A
C H-1 E t S
II, TODD O'CONNELL
III I I I I I I I I I I I I I I I I I 22'-6" ARCHITECT P.C.
TODD O'CONNELL, AIA
PROVIDE HOLD DOWN 1200 Veterans Memorial Highway
II, III 243 -2 TO.
II, I p Suite 120
III PRdIWIDE 10" — — Hauppauge,NY11788
II HOLD II�10M P(631)650-6666
F(631)650-6667
C(516)658-0325
Ilj jl� GL. 2"x4" G.T. 0 16" O.G. �rp �o!Sert3°C'� 5fii �t.i ,rta .
II PRQ IDE
II j ROOF i 2"x6" R.R. 0 16" O.G. 2"xb" R.R. 0 16" O.G.
III Ip
x
- = Sa-
ll, III m „ " „ „ 4"X4" "4" 4 —
II I III ALL NYL POST P05 POST POT - \
:26512 IT0. f "X6" FLUSH 2Qx6$
'
0
IY� BAT24x6& O I BEARING ( _
n WALL O — — --
o 1 BEDROOM o® I BATH I —
- 1 i O = o BE�RIN6 1
wAI�L
m
� 1
a dx I I 11 1 1 m rt = PROVIDE tjj Q
_J I J q L I N. 1 0 1 m m -1 CRICKET
p I b i l , b„X4" _
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iv GL. f' _ 1�(g�) I uxat " LVL FLU51 1 j
I POST 'x X 2 xb
Tr LYL FIs(SH `r �. — — — iAP
p N n N L)Z-
4"X&" r ���iii ^ I I — — — — — — OI ATTIC ' 1 m T5 p�jX ry ty I ACCESS \� 2"x6" GJ. 0 I6" O.G. 2"x6" GJ. 0 I6" O.G. A 8 2" I " ID6 l�
A cv ,q+'� L- I I A v I EXTEND CHIMNEY A o
-- --------------- O J C I V x — — — — AS REQUIRED
- --------------
-ry 1 = ° °wLU
oFs �o
4 E 1 . I BEDROOM 1 I — - - d �u°, W0
O N = I I o 1 PROVIDE V° M O R Y I
— — — N° d~o }
PROVIDE RAIL � CRICKET �F �w
- TO C4ODE I - OC zwv jz� pFN [Q
tu
m �\ O BEAWRAI LL POST z w z Z v
BEDROOM � ���- w v
— ° BEDROOMIN LU
ACCESS _ dNOTE: PROVID
LL
TO NEW ATTIC,ETHROU&H w
2 2"XIO" EXISTING o>ju=o U_
W_
II `Rw►=~ LL
21
_ (2) 2"XIO„ PRO IDE 30 -2 �'��'ooQ �'uoo �
of
N HOL DO N iv � w��` �o� Z
o ~
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PROVIDE G_ 13 �� PROVIDE w= =Q w
HOLD DOWN - HOLD DOWN
iv� �<� cv •
2"x6" R.R. 2"x6" R.K.
o I6 O.G. 0 I6 O.G.
t0
I
ROOF PLAN
22'-23/8
SCALE: 1/4" = 1'-0"
5ECOND FLOOR PLAN
SCALE: 1/4" = 1'-0" 4" FRESH AIR VENT
J I THROUGH ROOF
I
I
I
I
I
I
I
P3103.1 ROOF EXTENSION I
OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE j
TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 I O
z
INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION,
WHICHEVER IS GREATER. WHERE A ROOF 15 TO BE USED FOR 211 --1t 21
ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR
SUNBATHING DECK OR FOR 51MILAR PURPOSES , OPEN VENT ---r_ �YCR I 1 I 1 5 40PER---__ SHOWER SHOWER Q
PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE j 1
ROOF.
I 1 I 1 I 1 1 I
P3103.2 FROST CLOSURE „i
WHERE THE 97.5 PERCENT VALUE FOR OUTSIDE DESIGN 2 I , I 1 I „I I 12
11
TEMPERATURE IS O°F OR LESS, VENT EXTENSIONS THROUGH A 1 12 , j 2 2 1 I
ROOF OR WALL SHALL BE NOT LE55 THAN 3 INCHES IN i 1 I/2" 11/2" 1 1 1 1 1 1/2" 1 1/2" I
DIAMETER. ANY INCREASE IN THE 51 ZE OF THE VENT SHALL BE SECOND I .NB I SECOND TUB
MADE NOT LE55 THAN I FOOT INSIDE THE THERMAL ENVELOPE FLOOR , 1 1 1 FLOORU 1 1 1 1 i i
OF THE BUILDING. 3' 2' 2" 1 2" 2" 2"
►w—Fw ►w ►w— ►+w—►w tw
G.O. , G.O. ca—cu+ cK—a+—cK cK—c+v— —ar— —cri— —cK
UA
3" 3"
- Z
TABLE P3201.7 I I LU_W
SIZE OF TRAPS FOR PLUMBING FIXTURES I — U—
TRAP SIZE I 3 0
PLUMBING FIXTURE MINIMUM I I Q -Z
(INCHES) I (�
BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR 1 1/2 I `
WHIRLPOOL ATTACHMENTS) FIRST FIRST Q
BIDET 1 1/4 FLOOR FLOOR I lu .
O
CLOTHES WASHER STANDPIPE 2 � � �-
DISHWASHER (ON SEPARATE TRAP) 1 1/2 CONNECT TO Y2" O z r
FLOOR DRAIN 2LU
EX15TINO WASTE O �'
KITCHEN SINK (ONE OR TWO TRAPS, WITH OR I I/2 CON I GT TO O +—+'Ln
WITHOUT D15HHASHER AND FOOD WASTE DISPOSER) EXISTING SUPPLY
LAUNDRY TUB ONE OR MORE COMPARTMENTS I I/2
LAVATORY 1 1/4 t
z
SHOWER (BASED ON THE TOTAL FLOW RATE —i-
THROUGH SHOWERHEADS AND BODYSPRAY5) p
FLOW RATE:
5.7 GPM AND LESS 1 1/2 Ll p[
MORE THAN 5.7 GPM UP TO 12.3 GPM 2 LU
MORE THAN 12.5 GPM UP TO 25 b GPM 315 M
m N
O
MORE THAN 25.5 GPM UP TO 55.6 OPM 4 N N N z
FLUMB 1 NO R 15ER NA5T 'LU1�B 11�1C-� R I SCR SU 'i�LY =' o z
tu
SCALE: 1/4 = 1'-0" SCALE: I/4" = I'-O" f Q
O 0 IS
Y4
ARe- TE-CTS7<
TODD O'CONNELL
A R CH ITECT P.C.
TODD OTONNELL, AIA
1200 Veterans Memorial Highway
Suite 120
Hauppauge,NY 11788
77,
O O __r -
6666
T.O. ROOF -' -' ', T.O. ROOF F(631)650-6667
ELEV. +26-5 10'-O" \ IO'-O" ,.. ELEV. +26-5 _........-__...._.._.__...__. ...., _.. _,_.._..-...._...... . . . C(516)658-0325
/
_,.._._,...,_ __ __.._ ASPHALT IN __..._,__ _ _____... __.__.
SHINGLES TO BE SELECTED ___._.,._......_..........__ .._..,._„_ _,_.,,,,,,/ A5 AL 5H GEES TO BE SELECTED _,__.,_ __._: _ ,_._._ : __._- _.,.,.._-_. .,.,,_.._. _..,. __ _.._..,.. I + �± � aa' � .�:r3 �,
ASPHALT \ #_...... _. __. . , . ,i OVER 15 BUI DIN ...' _.._ _. .
:-# - _. . .. .. L 6 FELT c,
OVER I,� BUILDING FELT \ / Y
f .
FLASHING \ .. ...._ _. „ _ _.___,.. �•'. . . _�_.. __ . , _ ...... :_. __,
4x5 ALUMINUM GUTTER W/ 5x4
_....... / 4x3 ALUMINUM GUTTER W/ 3x4 ____...._.,..... __
ALUMINUM LEADER TO BE \ _...._._.._.._,.... _... ___ .______ _.__..___.,. ..._._....__._......__....
/ _ ALUMINUM LEADER TO BE
SELECTED BY OWNER / \ /
SELECTED BY OWNER
\..
_
T.O. SECOND FLOOR PLATE \ . __. T.O. SECOND FLOOR PLATE _.._, _-_. , . .,._^.,_ _. ___.._...... _-_
-- -
ELEV. +la'-5" tELEV. +19'-5°
10
SIDINO TO
3 c
n41
AAA
s ,
1
,
,
_1..... :...,., SIDING TO
I FF 7-1
f
MATCH EXISTING _..... ___. - _.,
MATCH EXISTING
_............._..._.............. .. _...._.._....__......-................... ...._. .
- .._ _.__..._..._._._... _....._._...._. .,. __.._._......-......__......................_ ..._. ...................... ..
STONEVENEER TO ;_.... ;.. .. _.._...._......_...._.,.,...._..... I ! -,,......... .'......_ __ .. .. A.__._.,..._. ._.. -- _ __..._._,.. - .,
.,, FLASHING -..-._._...... _....._.............. ..........__ --. _......_-___
BESELECTED _...__._._.__....._.....__...._. _........ _.. _.__... _................ --._^.. ..,. _.. .. ......_.....__....-...
t4� _....... .. ................. .. r
SECOND FLOOI? _ \ SECOND FLOOR _ ......__ ......_..-. - ........_. .W........ .... .. N O
/
_ s
ELEV. +11'-5" / _..._ _ __. . . . ELEV. +11'-3ff _..._..._......._......_.._.... .. . . . __.........__._... .._....._._._.._._....___._._.......... ... ........_... Q
T.O. FIRST FLOOR PLATE T.O. FIRST FLOOR PLATE —
ELEV. +10'-4" ELEV. +10'-4" J -
• :• z to
I -
� z
Ll I
I1 6====�=A
pwOFv ��
rK FIRST FLOOR FIRST FLOOR
ELEV. +2'-4" -- - ELEV. +2'-4" w v Q o W
z
►-- �"w
GRADE - GRADE a `��Jp �p W v
Q— 2-��w UIUI
ELEV. 0'-0" ELEV. 0'-0"
N��oz�o°tom
NORTH ELEVATION NEST ELEVATION
O�O���pz�FV
SCALE: 1/4" - I -O U
z
- � �� SCALE: I/4" = I'-O" K 3
o> oUj� �
NNE x w%3
uv`nOpom�v0� �
YOLU o° Z
QQNI] OJ
m
FLA5HINO p p
T.O. ROOF ' T.O. ROOF
ELEV. +26'-5" ' 10' O" ELEV. +26'-5"
^
- \................................. . ........._............__..... _. .... - __..._...__..............._- ....._..__
N „
ASPHALT SHINGLES TO BE SELECTED _., _ _. ........... ASPHALT
w
OVER: 15# BUILDING FELT ;'� µ \ _---.--.•;-^. -. --- - -.-.�-:-; - / SHINGLES TO BE SELECTED
'1 __._._........._. _.,_=::- =�• _ OVER 15# BUILDINO FELT
4x3 ALUMII�UM GUTTER W/ 3x4 ":, _.......... .. .............. _ -.. 4x5 ALUMINUM GUTTER W/ 5x4
ALUMINUM LEADER TO BE / / ALUMINUM LEADER TO BE -,-
SELECTED BY OWNER __„, .. SELECTED BY OWNER -
w.<.
T.O. SECOND' FLOOR PLATE _..,. ,,.... -M.,.N...,M.N M. T.O. SECOND FLOOR PLATE
O
- - —
ELEV. +la'-5" _ .. ... ... . ..... .. _-.._. Z
ELEV. +Iq'-5"
51DIN6 TO
SIDING TO MATCH EXI5TIN6
MATCH EXISTING [.
_
... . . ....:
3
......
I f =
i
........................... .............._....__...-.- .... ... _ ..-. ..._._ .._... ._..- ,..,_._.-.. __ ,-• ":' ....... .............,...._.,,._....._.......,.. ...-... .......... , m,A.. ,,,
FLASHING
I
i i f
f 1�
f
4
_
r
SE ND FLOOR _ PROVIDE SECOND FLOOR
ELEV. +I I'-3"- - - _._................ ........ ......_. ....._........ ... _..............................._........... ROOF VENT ELEV. +I I'-3" -
' I '
T.O. FIRST FLOOR PLATE T.O. FIRST FLOOR PLATE
ELEV. +10'-4" ELEV. +10'-4"
I
I
J ly
y � ts)z
Q
1.0
FIRST FLOOR_ _ •. FIRST FLOORW_<
ELEV. +2'-4" ELEV. +2'-4" m:^ DA
- O
GRADE GRADE n —
ELEV. 0'-0" ELEV. O'-O" 1l-_ lu
SOUTH ELEVATION EAST ELEVATION OL
z
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" X
Q
Q
cY O Q z
w
V11,
m � J
d
° off' o
HURRICANE ANCHORS MANUFACTURED BY PROVIDE Ice PROTECTION AS PM R9052.U WHICH
SIMPSON STRONG-TIE CONNECTORS MODEL No. H25A CONSISTS OF AT LEAST 2 LAYERS OF UNDEW_AYM 4T
CEMEaTED TOGETHER OR A SELF-ADHERING POLYMER k l C HIT E ei 5
OR APPROVED EQUIVALENT AT EVERY IFIED BITUMEN SIFT TO EKMV A FROM EAVES
HURRICANE ANCHORS MANUFACTURED BY
RAFTER TO PLATE CONNECTION BOTH SIDES WHEN 12 EDGE TO A Mlx OF 24•INSIDE THE EXTERIOR WALL
USP CONNECTORS MODEL No. TMU26,TMU210 PTO D D O EO N NpE LL
RS DO NOT ALIGN WITH STUDS LINE OF THE STRUCTURE OR APPROVED EQUIVALENT AT EVERY
-so BATT INSULATION RAFTER TO RIDGE CONNECTION WHEN
2xD R.R.•16"Or— RAFTERS DO NOT AL 16N GJ.•I6,O.G. T O D D O'C O N N E L L, A I A
2xG
'OYMN WALL BOARD
HURRICANE ANCHORS MANUFACTVIRW HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway
BY SIMPN ST 50RONcwnE USP CONNECTORS MODEL No. ST22 Suite 120
SIMPSON STRONG-TIE CONNECTOR CONNECTORS MODEL No.H23A OR OR APPROVED EQUIVALENT AT EVERY OF RAFTERS
L. WIZ TO BE USED WHEN APPROVED EAUIVALEIT AT EVERY RAFTER TO RIDGE CONNECTION
Hauppauge,NY 11788
RAFTER MAT
E ATE CONNECTION BOTH
RAFTER ALIGNS WITH STUD _ / SIDES HEATHINS WHEN RAFTERS ALIGN
650-6666
USE A MINIMUM OF TWO bd \ ` ASPHALT SHIr�S r Mry-T F (631)650-6667
WI NAILS THIS SIDE TH A � � ovER ►�Is»BUILDI FEI ���SOFFIT
RID C(516)658-0325
f )
TOTAL OF FOUR INTO RAFTS VENALUMNIUM DRIP EDGE
x&FASCIA
° o ROOF RAFTS I �i\ J t +SCri:doL{r;r,tt�' 3:
DOUBLE TOP PLA
I
1 / 4"W ALUMINUM BUTTERS
I W/S'X2'LEADER
SEE DETAIL I/A-a FOR
STRAP DETAIL -21 GATT INSULATION ,
o• STUD PLATE TIES MANUFACTURED BY SIMPSON
STRONG-TIE CONNECTORS MODEL No. RSP4
2xb STU75 0 16-O.G.
OR APPROVED EQUIVALENT AT EVERY STUD n•cox PLYWOOD SHEATHINEi
I TO PLATE CONNECTION WHEN RAFTERS DO NOT
ALIGN WITH STUD
TYVEK HOUSE WRAP �y
n'POLYSTYRENE RISIo INSULATION
� I IDIN6 TO BE SELECTED '., - =•
� STUDS O 161, O.G. ROOF DETAIL N ,; r• `
° SCALE: 3/4" = I'-O"
ROOF-DOF- 5TRAFF I N5 DETAIL --%
° TWO bed NAILS SCALE: 3/4" = I'-O" in
INTO PLATES m
16HT bd NAILS r
INTO STUDS N
R00 = 5TRA FF I NO DETA I L
SCALE: 3/4" = P-0" z
o z
PROVIDE HOLD DOWNS AT
ALL GORNER5 AND BOTH W
tou
SID
OR ECREATER IN WIDTH w
WALL STUDS o I6 O.G. d= o x U
DOUBLE 2X OTU o ro o
16 Co. COIL. STRAPPING MANUFACTURED SIMPSON HOU5-SD52 z z z
t-��sw� [Q
BY SIMF'rON STRONG-TIE CONNECTORS 0 o~ o W
MODEL No. 0516 OR APPROVED EQUIVALENT WPM`�P��m w o �
Qx�=Jzn. Uz 0
OTTOM PLA ° 0 �� z�mpILI
a� V
B 0
RIM JOIST
�-Q o0
lu
oQ �Q
V U1 tL
s NO�= OwUknw�
SUB FLOG R
FLOOR JOIST
THREADED STEEL RO
zw
SIMPSON HDU5-SDS2 w w '~ _ '
��QQ�moo► os Ll
USE SIMP50N Z-MAX OR HD6 CONNECTORS }
TO INCREASE CORROSION RESISTANCE m
FOR ALL HARDWARE IN CONNECTION
16 Co. COIL 5TRAPPI140 MANUFACTURED W/ACO LUMBER.
BY SIMPSON STRON'O-TIE CONNECTORS NOTE:
MODEL No. 0516 OR APPROVED EQUIVALENT ALL STRAPPING TO BE INSTALLED AS PER MANUFACTURES (2)HOLD DONN DETAIL
SPECIFICATIONS AND NY5 CODE
WALL STUDS O 16" O.G.
RIDGE VENT
� 2"XIO" R.R. ® I6" O.G. -� � 2"XIO" RIDGE
LOGIR STRA FF I NO DETAIL FIREPLACE FLUE
2"X4" G.T. 0 16" O.G.
SCALE: 5/4" = I'-0"
ASPHALT SHINGLES TO BE SELECTED
WHEN NOT ALIGNED WITH RAFTER,
OVER 15# BUILDING FELT
CONNECT KING STUDS TO TOP PLATE, 2"Xb" R.R. ® 16" O.G.
SEE ROOF STRAPI'IN6 DETAIL WRAP IX4" 6AL5. 20 6A. COIL STRAP M, R-50 INSULATION
VER TOP OF TOP PLATE # NAIL 2"X6" G.J. ® I6" O.G.
ROOF FRAMING
R-Icl INSULATION
,4x3 ALUMINUM GUTTER W/ 3x4 �LI
ALUMINUM LEADER TO BE fj
(3) 1 J"Xq 4" LVL TECO SELECTED BY OWNER Z
CRIPPLE BEDROOM HALLWAY BEDROOM lie" POLYSTYRENE RIGID INSULATION Q
N z OTUDS R
DOUBL E TOP PLATE - 11Iq INSULATION
(�
O 2 X6 STUDS ® I61 O.G.
i4
COX PLYWOOD SHEATHING
SIDING TO }
MATCH EXISTING
it z EADER 211XIO" F.J. a 16" O.G.
JACK 3) 2"XIO" W/ (2) J"Xq" STL.FP. FLUSH
STUD
FULL LENGTH GL. HALLWAY ` r
WALL STUDS L I I NC ROOM Z_
FRAMED OPENING FOR NEW JU
WINDOW R EXTERIOR DOOR
' t n Its)
f�Iz
LU
I V
LU
UNFINISHED pz �=
T — -7 — — TT — — IT— T BASEMENT 0- lu 0 l-
NOTE:
INECTORS UPLIFT CONNECTION 15 REQUIREDNO UPLIFTAT EACH END OF THE HEADER AND ATREQUIRED TI AREA I I I BOTTOM OF HEADER STUDS IN ADDITION 7
I) TO CONNECTORS AT WALL STUDS AND "`'� IV
AT TOP AND BOTTOM OF CRIPPLES. z_
.• c1l� q�
1X
6 Co. STRAP TIES MANUFACTURED La
BY SIMPSON 5TRON6-TIE CONNECTORS USE SIMPSON Z-MAX OR HD6 CONNECTORS W
MODEL No. C•SIb R APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE SECTION A-A z°
STRAP TO HAVE MIN. 12 BEARINO ON THE STUD FOR ALL HARDWARE IN CONNECTION
AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ACO LUMBER. t Z
SCALE: I/4" = I'-O" cV m Q iV '
Ui�LI T CONNECTOR DETAIL otu
CDSCALE: 3/4" = 1'-0" 4 0
CONTINUOUS BEAD
F SEALANT
rA',ftC,iiglt'ECTS
MANUFACTURED THIN-PROFILE TODD O'CONN ELL
ARCHITECT P.C.
--EXISTING ATTIC, VENTILATION BAFFLE VENTED AIR SPACE
LOOK ASSEMBLY � GULL WIDTH ATTIC INSULAITON
INSULATION h
�' TODD O'CONNELL, AIA
/ ~ L=- TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway
NTINUOUS MINIMAL i i
+ € = S
EXPANDING FOAM AT -'; _ CAVITY INSULATION ELEVATION �`;; COMPONENT Suite 120
AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788
WINDOW PERIMETER _ A CONTINUOUS AIR BARRIER SHALL BE INSTALLED
XPANDIN6 FOAM AROUND � '
IN THE BUILDING ENVELOPE P(631)650-6666
SECTION • GUT R�16 DLA 10IMETER OF 005ELY �NTINUOUS BEAD
GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631)650-6667
FILING GYPSUM BOARD I OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL
C(516)658-0325
A5 AIR BARRIER �" RIGID INSULATION BALED OR JOINTS IN THE AIR BARRIER SHALL BE
EXISTING BAND JOIST INSULATION
NTINUOUS BEAD RETROFIT WITH 1 1/2'RIGID INSULATION EXTERIOR INSULATED
INDOW UNIT ASst3S!�!
AIR BARRIER OF SEALANT
NTINUOUS BEAD q-0O5O0 Scalet5/4' ■ 1'-0' 'L THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT Srr ;�r, r� �ri;E; r,: r;r;�,
CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT
OF SEALANT THIN-PROFILIE Arne EAVE BAFFLE AND VENT GAPS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER
CONTINUOUS MINIMAL AGGESS OPENINGS, DROP DOWN STAIRS OR KNEE
EXPANDING FOAM AT NTINUOUS MINIMAL 5-0l004 scale,8/4, = I-0, WALL DOORS TO UNCONDITIONED ATTICS SPACES
WINDOW PERIMETER EXPANDING FOAM AT SHALL BE SEALED
WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAMEa>.
CONTINUOUS BEAD " E YPSUM BOARD BE SEALED. WALL5 SHALL BE INSULATED BY COMPLETELY FILING THE I ,F SEALANT ANUFAGTURED RECESSED LIGHT
WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE n `r;,•- X4 BLOCKING ENCLOSURE
ONTINUOUS BEAD ATTIC INSULATION EXTERIOR WALLS TO BE SEALED OF R-3 PER INCH MINIMUM , 3
i EXTERIOR
t E THERMAL ENVELOPE INSULATION FOR FRAMED
OF ADHESIVE
FILING JOISTS KNEE WALL5 SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT /
ONTINUOUS BEAD INOOW UNIT A5 f; AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER , J/
OF SEALANT AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS
INSULATED EXTERIOR J` ` THE SPACE BETWEEN WINDOW/DOOR JAMBS AND
WALL '
CONTINUOUS MINIMAL XTERIOR WALL E ?, FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE
SEALED
EXPANDING FOAM AT SHEATHING m
WINDOW PERIMETER X PERIMETER
FOAM SEALANT
r
2-5TUD CORNER WITH Ix4 BACKER ----CONTINUOUS BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED (V
CONTINUOUS BEAD OF SEALANT
F SEALANT 5-O0006 60det5/4• ■ 1'-0" YWALL GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED z #O
RECESSED LIGHT FIXTURE TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE z
NTINUOUS BEAD FLOORS (INCLUDING ABOVE GARAGES 6 THE AIR BARRIER SHALL BE INSTALLED AT ANY OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY
NTINUOUS BEAD ff CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH -1
OF SEALANT I _ OF ADHESIVE
NTINUOUS BEAD AIR SEALn+6ATR LI&MNeINATIX THE TOP 51DE OF SHEATHING, OR CONTINUOUS INSULATION
INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND z
NTINUOUS SILL SEALER I ; ` OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL OU
-FULL WIDTH OF MUDSILL NTINUOUS BEAD 5-02041 Scab, 5/4• • r-0• z
OUNDATION WALL OF ADHESIVE PERIMETER FLOOR FRAMING MEMBERS
' AS AIR BARRIER I NTINUOUS BEAD CRAWL SPACE WALLS
EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION,
NGRETE SLAB AS OF SEALANT BE COVERED WITH A CLASS 1 VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE �m wi p J V iL
o AIR BARRIER
WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALL5
n o _
SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE
-FLOOR ASSEMBLY LOCKING AS REQUIRED PENETRATIONS SHAFTS OPENING TO EXTERIOR OR
UNCONDITIONED SPACE TO BE SEALED O O CONTINUOUS BEAD YPSUM BOARD BOX
F SEALANT NTINUOUS BEAD ENCLOSURE BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT, OR Z S w w m
.a OF SEALANT
NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT U 4 z p
ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE o z o o UJ
a
CAVITY SPACE z y-1 o w w~ Y
NTINUOUS BEAD � E 1 �, GEILIN6 JOIST p_ $U z �z �
OF SEALANT GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED w - W 0
�1 d
INTERIOR 6YMSUM ? SPACE
�Wm�Z�mQ� v OO
WALLBOARD AS BARRIER RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE
RECESSED LIGHTING
CONCEPTUAL_ AIR SEALING STRATEGY // CONCEPTUAL AIR SEALINO STRATEGY // ""'" 3,3' TO THE DRYWALLL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED 4W Qz oo om
LOWER WALL_ SECTION ON UPPER WALL SEGTI ON A°I PP�ER BANDIN.OIs RATEGY o w F IL 5
I AIR TIGHT AND IC, RATED N
PLUMBING AND WIRING BATT INSULATION SHALL BE OUT NEATLY TO FIT p
u _ i� s-02o11 scalet3/4• ■ I'-o• ANDIN6 FOAM SE _ WW
�� SEALANT AROUND WIRING AND PLUMBING IN EXTERIOR O
LU
5 02002 5ca 10:5/4 - 1 O 5-02005 Sca I e:5/4 = I -O AT PERIMETER WALLS, OR INSULATION THAT ON INSTALLATION FL�w m w►vv jd Q
-CONTINUOUS BEAD OF READILY CONFORMS TO AVAILABLE SPACE SHALL 5 p j;2 o v LL
SEALANT EXTEND BEHIND PIPING AND WIRING m w LL p F=w
" GYPSUM BOARD RYWALL GEILIN6 SHOWER/TUB ON EXTERIOR WALL THE AIR BARRIER INSTALLED AT EXTERIOR WALLS N O o Q p o }-
" GESSED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL EXTERIOR WALLS ADJACENT TO SHOWERS AND i F N w} �' x
2) LAYERS 2 RIGID INSULATION x o
INSTALL I" RIGID INSULATION TUBS SHALL BE INSULATED =v w Top Z
INSTALLED DURING FRAMING SEPARATE THEM FROM THE SHOWERS AND TUBS ��o�
GUT TO FIT BETWEEN THE UU U
�Q�� HQr�R�pJ
I" RIGID INSULATION RAFTERS FROM SEAL BOTH ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND w w o�Q w=
SIDES ALONG RAFTER WITH AIR SEALING AT RGCfS86�LI6FfiN6 IN ATnc EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR Q Q o p�o S p
GUT AROUND EXPANDING FOAM SEALANT. AIR-SEAL BOXES SHALL BE INSTALLED
VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE
-AIR SEAL PERIMETER VENTILATION CHUTE 5-o2o4o Scale,5/4• ■ 1'-0"
FOR LENGTH OF RI61D INSULATIO NSULATED EXTERIOR HVAG REGISTER HVAG REGISTER BOOTS THAT PENETRATE BUILDING
WITH EXPANDING ATTIC, INSULATION KALL BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE
FOAM SEALANT l XTERIOR WALL
SUBFLOOR OR DRYWALL
INSTALL IN RIGID INSULATION SHEATHING CONGEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONGEALED FIRE
-- VERTICALLY TO CONNECT ; SPRINKLERS SHALL ONLY BE SEALED IN A MANNER
IIN5UI�.TIN6 SHE TO RIGID 5_5TUD CORNER WITH RhSID INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER.
INSULATION BAFFLE. CAULKING OR OTHER ADHESIVE SEALANTS SHALL
FOAM SEAL BOTH JOIN '� :'
5-000al scale,5/4' ■ I'-0" NOT BE USED TO FILL VOIDS BETWEEN FIRE
NTINUOUS BEAD % �,` SPRINKLER COVER PLATES AND WALLS OR
OF SEALANT
�� GE I L I NGS
" RIGID INSULATION NTINUOUS BEAD 1
OF SEALANT
XTERIOR INSULATED " RIGID INSULATION
WALL �� /'AT
VIDE BLOCKING AT �•';, I
�-EXTERIOR INSULATED STUD CAVITY AT WER f
WALL EXTERIOR WALL ff!
I NTINUOUS BEAD OF 4
INSTALL INTERIOR SHEATHING
I`RIGID INSULATION A5 ATTIC SAVE BAFFLE GUT IN EXTERIOR INSULATION SHEATHING A5 i • SEALANT ��•. MATERIALS R-VALUES
AROUND MANUFACTURED VENT ATTIC,EAVE BAFFLE AND VENT ` PRIOR TO INSTALLATION OF
I! PREFAB FIREPLACE UNIT EMENT BAGKERBOARD MATERIAL R-VALUE
5-01006 Scale,5/4' ■ 1'-0• 5-01005�1e3/4• ■ I'-O• I ' f! TUB SURROUND FINISH
TILE SURROUND FINISH FIREPLACE TUB UNIT Z
\_-CEMENT BAGKERBOARD i UNIT I' BUILDING BOARD
INSTALL I" RIGID INSULATION \-TUB SURROUND
AT BOTH HORIZONTAL AND -INSULATED PROVIDE BLOCKING AT BEYOND
DRAINAGE PLA VERTICAL POSITIONS NSULATED EXTERIOR I EXTERIOR �� GYPSUM WALL BOARD d2") 0.45
I J (LEAVE 'GAP FOR a pANtmr,FOAM STUD WALL STUD WALL STUD CAVITY AT TUB
1 THIN PROFILE WALL SHEATHING I AT EXTERIOR WALL NTINUOUS BEAD GYPSUM WALL BOARD Na") 0.5625 p
INSTALL EXPANDING FOAM OF SEALANT PLYWOOD a2") 0.62
SEALANT AT INTENTIONAL GAPS � INSULATES EXTERIOR�L #
AT I" RIGID INSULATIO ---EXISTING FLOOR THIN PROFILE �3
ASSEMBLY f SHEATHING PLYWOOD t-/4") O.a4 CONTINUOUS BEAD OF ;, ! }
SEALANT CAVITY INSULATION I NTINUOUS BEAD OF ONTINUOUS BE >
MINIMUM " DRIP — OF SEALANT
I RIGID INSULATIO f 1 ANUF, �.�.HOWER I SECANT SIDING
1 PAN
SOFFIT GLOSURC ANOING FOAM XPANDINO FOAM ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61
----WOOD FLOOR ASSEMBLY--- ALUMINUM/ VINYL SIDING OV2" INSULATION) 1.&0
OD FRAME FLOOR -
ASSEMBLY
. 1 OD FRAME O ^'
• FLOOR ASSEMBLY FLOORING `
INSULATED CANTILEINSULATION
WITH
FLOOR// HARDWOOD FLOORING (3/4") 0.68 —
CAVITY INSULATION WITH IN RIGID INSULATION GLOE.AIRE
5-0I0Iq Scalot3/4' ■ I'-0"
TILE 0.05 —
ly
AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH
THIN-PROFILE SHEATHING FIREPLACE ASSEMBLY THIN-PROFILE SHEATHING//SECTION CARPET WITH FIBER PAD 2.08
ATTIC INSULATION s-0Iorn 5cale,5/4" ■ 1'-0• s-0Iol2 5ca1e,5/4• ■ I'-0" s-0looq Scalet5/4• = I'-0" CARPET WITH RUBBER PAD 1.23 � JZ'-
��
N
I FILING FRAMING 1 ; , � �
FLOOR GRILLE AIR SPACE a'2" UP TO 4") I.00 o w
ATH INTERIOR OF -----FLOOR DUCT BOOT" RIGID ATTIC ACCESS TO LEGTRIGAL WIRE
o
INSULATION ONTINUOUS BEAD OFLU
L E INSULATION SEALANT f n
— LEVEL PLUMBING PI B FLOOR TOP PLATE ROOFING V I O �-- z
AGGESS PANEL —1 I I I I I I I I I I I I I _
RAW AC PANEL TOP PLA ASPHALT SHINGLES 0.44 l(� I— W
SNUG WITH PERIMETER EXPANDING FOAM INSULATED FLEXIBLE DUCT ANDING FOAM 0
SCREWS TIE AT INNER LINER SEALANT WOOD SHINGLES O ci7
TRIM AS REQUIRED SEALANT ASTIG AT INNER LINER O O
TIE AT OUTER LINER L STUD z I
INISH GEILIN6 WALL STUD-— DOORS
ts
_z
WOOD, SOLID GORE (I 3/4") 2.17 �
INSULATED METAL DOOR (2") 15.00
AIR SEALING AT ATTIC HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE EiEGTRIGAL PENETRATION 0
s-02022 lets/4• ■ I'-0" 5-01025 ScaleB/4• ■ I'..O• Q W
5-01053 Stale,5/4' ■ 1'-0" 5-01024 5cale,s/4• • r-0• POURED CONCRETE PER I" O Og m N V to
z �l
cv m Q z •
TABLE R602.3(5) SIZE, HE I OHT AND SPAG 1 NO OF WOOD STUDS Q
TABLE R602.3(I) TABLE R602.3(I)
BEARING WALLS NON-BEARING WALLS g
FASTENING SGHEDULE FASTEN I NC SGHEDULE CONTINUED
MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN
NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS MAXIMUM SPACING WHEN LATERALLY LATERALLY I;x R c,H I'Y'E c'f s"
ITE DESCRIPTION OF E3UILDIN6 ELEMENTS OF FASTENER ape SPAGIN6 AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER obA STUD SIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, .,,. . .
EDGES INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING -SUPPORTING TWO UNSUPPORTED UNSUPPORTED TODD O'CONNELL
ROOF h SUPPORTS (INCHES) g 5UPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHTARCH
R C H ITECT P.C.
(INCHES) HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE HEIGHT g (INCHES) g (FEET) g (FEET)
(INCHES)
4-ad BOX(2 J"XO.1159 OR WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL 5HEATHING TO FRAMING AND PARTICLE BOARD WALL ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES)
BLOCKING BETWEEN CEILIN3 JOISTS OR RAFTERS 3-ad COMMON(2 Y2"XO.131");OR
I TOE NAIL SHEATHING TO FRAMING[SEE TABLE R6o2.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING]
TO TOP PLATE 3- "X Box(2 Y2"xO.i2b");OR T O D D O'C O N N E L L, A I A
3-3"X0.131"NAILS bd COMMON 2"X0.113" NAIL SUBFLOOR,WAL f
30 3/6" -Y2" ad COMMON(2 Y2"XO.131")NAIL(roof);or RSR5-O 6 12 1200 Veterans Memorial Highway
(2 /"X 0.115" nail roof Suite 120
4-5d BOX(2 �"XO.113")OR i ad COMMON NAIL(2 Y2"XO.131");or RSR5-01; 6 12 Hauppauge,2 CEILING JOISTS TO TOP PLATE 3-ad COMMON(2Y2"XO.131");OR PER JOIST,TOE NAIL 51 �02" - I" (2 s/a"X 0.115")nail (roof) Hauppauge,NY 11788
3-I6d BOX(2 Y2"XO.I2a");OR
3-3"X0.131"NAILS 32 1 Ye"- I Ya" I6d COMMON(3"Xo.145")NAIL;OR 6 12 P(631)650-6666
ad(2 Y2"Xo.131")DEFORMED NAIL F(631) 650-6667
CEILING J015T NOT ATTACHED TO PARALLEL RAFTER, 4-I6d BOX(3"X0.12a")OR OTHER WALL SHEATHIN6
3 LAPS OVER PARTITIONS 3-I6d COMMON(3 Y2"Xo.162");OR FACE NAIL C(516)658-0325
(see Section R502S2 and 'fable a02.5.2) 4-3"XO.131"NAILS 33 Ys"STRUCTURAL CELLULOSIC FIBERBOARD I Y2"GALVANIZED ROOFING NAIL,Nb"HEAD 3 6
5HEATHING DIAMETER,OR I Y4"LONG 16 ga.STAPLE WITH
7(6 or I"CROWN 2X4 10 24r, I6Q -- 24 10 I6
4 CEILING J015T ATTACHED TO PARALLEL RAFTER TABLE R802.52 34 �/s2"STRUCTURAL CELLULOSIC FIBERBOARD 1 s/4"6ALVANIZED ROOFING NAIL,W6'HEAD 2X6 10 24 24 16 24 20 24 !(� 6,rc". r�r,�,�,d �; a
(HEFJ_JOINT)(see Section Ra02.52.and Table R802.52) FACE NAIL SHEATHING DIAMETER,OR I Y2"LONG 16 ga.STAPLE WITH 3 6
Ne'OR 1"CROWN FOR SI: I INCH = 25.4 mm, I FOOT = 304.8mm
4-10d BOX(3"X0.125")OR d I Y2"GALVANIZED ROOFING NAIL;STAPLE a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE
35 Y2"GYPSUM SHEATHING GALVANIZED,I Y2"LONG;I Y4"SCREWS, 7 7 ,
5 COLLAR TIE TO RAFTER,FACE NAIL OR I Y4"X 209a. 3-10d COMMON(3 Y2"XO.145");OR TYPE w OR 5 51DE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREA5E5 IN UNSUPPORTED HEIGHT ARE PERMITTED
RIDGE STRAP TO RAFTER 4-3"XO.131"NAILS FACE NAIL EACH RAFTER d 1 s/4"GALVANIZED ROOFING NAIL;STAPLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION RbO2.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.
36 s/e"GYPSUM 5HEATHIN6 s 7 7
GALVANIZED,I /e SCREWS,TYPE w OR s b. SHALL NOT BE USED IN EXTERIOR WALLS \
3-Ibd BOX NAILS(3 "X0.135")OR 2 TOE NAILS ON ONE SIDE c. A HABITABL= ATTIC A55EMBLY 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 /
WOOD 5TRU5TRUAL PANELS COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING ,
3-10d COMMON NAILS(5"XO.14a-%OR AND I TOE NAIL ON OPPOSITE 2X6 OR THE 5 7 UDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.
6 RAFTER OR ROOF TRU55 TO PLATE SIDE OF EACH RAFTER OR D bd DEFORMED(2"X0.120")NAIL;OR j
4-I6d BOX(3"X0.12a");OR 3? /4 AND LE55 b 12 t, �• : . .I
4-3"XO.131"NAILS TRU551 ad COMMON(2Y2"XO.131")NAIL
4-I6d(3 "XO.I35")OR ad DEFORM (211X0.1319
D(2•1 XI0.120")NAIL �`-
} 3a ye'- 1" ad ( 1� ) 6 ,2 TABLE R602.10.4- BRAG I NO METHODS
3-10d COMMON(3"XO.145'7;OR TOE NAIL CONNECTION CRITERIA = �.
4-I6d BOX(3'Xo.12b);OR IOd COMMON(3"X0.14a")NAIL;OR METHODS, MATERIAL MINIMUM THICKE55 FIGURE
3q I Ya"- I Y4° b 12 FASTENERS SPAG I NG 1
ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3"X0.131"NAILS ad DEFORMED(2)4"X0.120")NAIL
ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM FOR Sh I Inch = 25.4 mm,I foot = 304.a mm,I MILE PER HOUR - 0.44-1 m/s;I kst - b'"S MPa R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN
3-I6d BOX(3 "X0.135")OR EXTERIOR SHEATHING PER 6"EDGES 12"FIELD WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS.
2-16d COMMON(3 Y2"X0.162");OR TOE NAIL TABLE R602.3(5)
3-I6d BOX(3"X0.12a");OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING C5-WSP GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE
3-3"XO.131"NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD 5TRENGTHS AS SHOWN: ao KSI FOR SHANK DIAMETER OF O.Ig2 INCH(20d CONTINUOUSLY SHEATHED 5la" REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Iatab AND ASTM E 1556 AS
COMMON NAIL),go KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.M INCH,AND 100 KSI FOR SHANK WOOD STRUCTURAL PANEL MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR In WALL INTERIOR SHE:ATHIN6 PER
I6d COMMON(3 Y2"Xo.162") 24"O.G.FACE NAIL DIAMETERS OF 0.142 INCH OR LESS. to TABLE R602.3(1)or R602.3(2) VARIES BY FASTENER WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING
b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM'T/I6-INCH ON DIAMETER GROWN WIDTH, 0 STANDARD OR AN51/DA5MA 115. (SEE TABLE BELOW) r
b STUD To STUD(NOT AT BRA GED WALL PANELS) c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 45 INCHES OR GREATER.
I6d(3"X0.12a");OR O ry
Ib"O.G.FACE NAIL d.FOUR-FOOT BY a-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY. �
3"X0.131")NAILS EXCEPTION:
e.SPAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). H � #
I6d BOX(3Y2"X0.135");OR f.WHERE THE ULTIMATE DESIGN WIND SPEED Is 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO ILI G5_6bF WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN T/(b INCH AND A Z
STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131"NAILS 12"O.G.FACE NAIL CABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, CONTINUOUSLY SHEATHED SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. <
Cl CORNERS(AT BRACED WALL PANELS) NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE 5UPPORT5 SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 4a INCH 1tJ WOOD 5TRuc.TURAL PANEL 3 SEE METHOD CS-WSP SEE METHOD GS-WSP
/a PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE
Ibd COMMON(3 Y2"X0.162") 16" O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. Z ADJACENT TO GARAGE •�
g.GYPSUM SHEATHING SHALL CONFORM TO A5TM C 13g6 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 255.FIBERE30ARD SHEATHING OPENIN05 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE
Ibd COMMON(3Y2"XO.162") 16"O.G.EACH EDGE FACE NAIL SHALL CONFORM TO A5TMI G 206. H PREDRILLED A5 REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED z
IO BUILT-UP HEADER(2" TO 2" HEADER WITHY2" SPACER) Bh.SPAGIN6 N FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL OF SH SUPPORTED BY FRAMING MEMBERS AND REQUIRED 2 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO O
I6d BOX(3 Y2"X0.135") 12"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPAGIN6 OF FASTENERS ON ROOF SHEATHING PANEL ED6Es APPLIES TO PANEL EDGES
SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL Ev6E5 PERPENDICULAR TO 0 RESIST THE COMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH v Z
5-5d E30X(2)4"XO.I159;OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVI510N5 OF THIS CODE.FLOOR PERIMETER SHALL BE EITHER TABLE R301.2(2) OR ASGE 1 WITH THE PERMANENT CORROSION-RESISTANT
4-ad COMMON(2 Y2"X0.131");OR SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING.
II CONTINUOUS HEADER TO STJD TOE NAIL GrPF
4-I6d BOX(3"Xo.12b" 1 WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 J015T IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS O CONTINUOUSLY SHEATHED �� SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE
ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 J015T TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON
THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. X PORTAL FRAME 6 BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR ro - U_
Ibd COMMON(3 Yz"X0.162") Ib"O.G.FADE NAIL BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE 'z �'
12 TOP PLATE TO TOP PLATE I6d E3oX(3"X0.12a");OR p DESIGN WIND SPEED, IS 180 MPH OR LESS. to w o u
3"X0.131")NAILS 12"O.G.FACE NAIL
TABLE Re502.11 RAFTER OR TRUSS UPLIFT CONNEGTI ON FORGES I Y2" long X 0.12 dia. a � �_=w w
a-Ibd COMMON(3�"XO.162");OR FACE NAIL ON EACH 51DE OF abede.f ah i (forY2"thick sheathing) TABLE R301.2.1.2: HINDBORNF DEBRIS PROTECTION FASTENING o o
12-I6d BOX(3 Y2"XO.135");OR END JOINT(MINIMUM 24"LAP FROM WIND (ASD) (POUNDS PER CONNECTION) d y2 or 25/52" for 1 5/4' longX 0.12 dia. a► Q ?-
13 DOUBLE TOP PLATE SPLICE 12-I6d BOX(3"X0.12a");OR SPLICE LENGTH EACH SIDE OF 05-SFB „ (for 21/52" ick sheathln 3" EDGES b" FIELD SGHEDULE FOR WOOD STRUCTURAL PANELS m 3 to o W m
EXPOSURE B CONTINUOUSLY SHEATHED Yl'1QXIt71U11'1 16 galvanized roofing malls or ad common u 0 u
12-3"X0.131"NAILS END JOINT) 9 9
DESIGN WIND SPEED Vult (mph) STRUCTURAL FIBERBOARD p g FASTENER SPACING � �Z.-
ULTIMATE -�z Q O Y
StUCI 5 QG In (2 Y2" long X 0.131" dial Halls vT (5 FOOT ~ ~m W
RAFTER OR ROOF SPAN z _I u to
130 mph 140 mph FASTENER TYPE PANEL SPAN < PAN��PAN < PANEL SPAN °��� to`" v
TRUSS 5PAGING (FEET) w- zo z W V
ROOF PITCH ROOF PITCH FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I degree = 0.0175 rod, I pound per square foot=47.8 N/nI I mile per hour = 0.447 m/s. <4 FOOT <_6 FOOT <8 FOOT
I6d COMMON(3 Y2"XO.162") 16"O.G.FACE NAIL o. Adhesive attachment of Hall sheathing Including Method GB, 5hal I not be permitted in Seismic Design Gategorie5 G, Do, D1 and D2. NO. 8 WOOD SCREW
<5:12 >5:12 <5:12 >5:12 Q�t Q�F
b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall F o o
14 BOTTOM PLATE TO JOINT, D JOIST,BAND JOIST OR I6d BOX(3Y2"XO.135");OR 12 q5 88 122 115 of the garage. In Seismic Design Categories D D and D roof Coverin dead load shall not exceed 3 sf. BASED ANCHOR WITH 2 I6 10 8 Q Q to�BLOCKING(NOT AT BRACED WALL PANELS) i2"O.G.FADE NAIL 18 122 112 157 146 g g g g ° 1' 2 g p INCH EMBEDMENT LENGTH N lu w o 3"xo.131")NAILS c. Garage openings adjacent to a Method 05-5 panel shall be provided with a header in accordance with Table R602.5 (1). A full z �'> �
24 14q 157 Iq2 178 het ht clear opening shall not be permitted to a Method CS-G panel. o��� N°Q ►N u
3-Ibd BOX(3 Y2"XO.135");OR 3 EACH IV'O.G.FACE NAIL 25 167 155 216 200 g p g p p NO. 10 WOOD SCREW 1,_
o b 'z u
15 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-I6d COMMON(3)4"XO.I62");OR 2 EACH 16" O.G.FACE NAIL 12,10.0. d. Method 05-SFB does not apply In Seismic Design Categories D°, DI , D2. u m IOW° _o z_�
BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131"NAILS 4 EACH IV' O.G.FACE NAIL 32 155 170 240 222 BASED ANCHOR WITH 2 16 12 q ,L m � O X
36 205 186 264 244 C. Method applies to detached one and two-family dwellings In Seismic Design Categories Dothrough D2only. w_w iu Q
4-5d BOX(2 "Xo.113");OR 42 250 211 500 278 o O��o R
3-I6d BOX(3 Y2"X0.135");OR INCH EMBEDMENT LENGTH ��� �'�w u��m
Wt-1L°mU- =ti_
48 258 236 336 31 I y4 INCH LAG SCREW v m O to A,, v t-O }4-10 COMMON(2 Y2"X0.131");OR TOE NAIL 12 126 I I7 162 150 TABLE R602.10.5 BASED ANCHOR WITH 2 16 16 16
4-I6d BOX ON(212a");OR
16 TOP OR BOTTOM PLATE TO 5TUD 4-3"X 0.151 NAILS 0 162 14cl 20c1 I a 4
3-I6d BOX(3 °xo.13s");OR 24 iq8 152 255 25-1 INGH EMBEDMENT LENGTH o J
MINIMUM LENGTH OF BRACED WALL PANELS
END NAIL 16 O.C. 28 222 203 287 266 MINIMUM LENGTH °Q= Q W
3-I6d BOX(3"X0MON 312b"O.IO6R2");OR 32 246 226 31q 2ci5 METHOD (INCHES) Iu tu�° Q t
3-3"X0.131" NAILS 36 270 247 551 325 ADJACENT CLEAR WALL HEIGHT GOLETNOTUHTING a. THIS TABLE IS BASED ON 00 MPH ULTIMATE ►_-Q Q P N o°H o 3
42 306 251 3qq 570 OPLNING HEIGHT (INCHES) DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF
3-I6d BOX(3"X0.12a");OR 48 343 314 447 414 (INCHES) b FEET q FEET 10 FEET II FEET 12 FEET
I-1 TOP PLATES,LAPS AT GORIVERS AND INTERSECTIONS 2-I6d COMMON(3 Y2"xo.162");OR FAGS NAIL GS-WSP <64 24 2T 30 33 36 ACTUAL HEIGHT. }�..
3-3"X0.131"NAILS
EXPOSURE G
b. FASTENERS SHALL BE INSTALLED AT OPPOSING
3-ad Box(2 "XO.113");OR ULTIMATE DESIGN WIND SPEED Vult (mph) ENDS OF THE WOOD STRUCTURAL PANEL.
FASTENERS SHALL BE LOCATED NOT LESS THAN
2-10 COMMON(2 "X0.131"J;OR INCH FROM THE EDGE OF THE PANEL.
1a I" BRACE TO EACH STUD Af•lD PLATE 2-I6d E30X(3sX0.12a");OR FACE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph
2 STAPLES I /4" TRUSS SPACING (FEET) TABLE R507.2
3-ad Box 2 "xO.113";OR ROOF PITCH ROOF PITCH C. ANCHORS SHALL PENETRATE THROUGH THE
2-ad COMMON(2Y2"Xo.1319;OR <5:12 >5:12 <5:12 >5:12 DECK LEDGER CONNECTION TO BAND JOISTab EXTERIOR WALL COVERING WITH AN EMBEDMENT
Iq I"X b"SHEATHING TO EACH BEARING 2 STAPLES,
BOX(3X0.128");OR FACE NAIL DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSI- LENGTH OF NOT LESS THAN 2 INCHES INTO THE
2 STAPLES, 1'GROWN,IbOa.,l s/4"LONG 12 ICI C1 5 4 ( - BUILDING FRAME. FASTENERS SHALL BE LOCATED
3-ad BOX(2 "xo.113");OR 18 208 Iq5 257 242
3-ad COMMON(2 Y2"X0.131");oR 24 256 23q 517 2q8 CONNECTION DETAILS JOIST SPAN NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE
3-I6d BOX(3"X0.125");OR 2& 28q 26q 358 555 V AND LESS 6' I" TO a' a,r TO lo' 10'I TO 12' 12'1 TO 14' 14'1"TO I6' I611 TO la'
3 STAPLES, I"GROWN,I6ga,l 5/4"LONG 12 O.G. 32 521 2clq 3q8 5-13 ON-CENTER 5PAGING OF FA5TENER5 CONCRETE BLOCK OR CONCRETE.
20 I"X b"AND WIDER 5HEATHIIV6 TO EACH BEARING WIDER THAN I" X 5. FACE NAIL 36 553 32q 438 411 INCH DIAMETER LNG SCREW c,d 30 23 Ia 15 13 11 10 d. PANELS ATTACHED TO MASONRY OR
NIDE BOX(2 "xo.113");OR 42 402 375 4qq 468 WITH�INCH MAXIMUM SHEATHING MASONRY/STUCCO SHALL BE ATTACHED USING
3-6d COMMON(2Y2"XO.1319;OR 48 450 420 560 524 M INCH DIAMETER N5 WITH INCH 36 36 34 2q 24 21 Iq VIBRATION-RESISTANT ANCHORS HAVING AN
3-lod BOX(3"X0.12a");OR 12 214 201 263 247 MAXIMUM SHEATHINS
4 STAPLES, I"GROWN, I6go.,1 s/4"LONG I8 277 25q 342 322 � INCH DIAMETER WLT WITH I-INGH 36 36 2q 24 21 la 16 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS
MAXIMUM SHEATHINS THAN 1,500 POUNDS.
FLOOR 24 540 50 422 3q6
4-ad BOX(2�"X0.113");OR „ 28 384 358 476 446 FOR 51: I Inch = 25.4 mm, I foot =304.6 mm, I pound per square foot = 0.04-1g kPa
3-ad COMMON X Y2"X0.OR);OR I6 O.G. a.Ledgers shall be flashed in accordance with Section R-103.4 to prevent water from contracting the house band joist.
21 ,J015T TO SILL,TOP PLATE OR GIRDER 3-I6d BOX oN(212"XO OR TOE NAIL 52 427 3q8 521 4q6 b.Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER
36 46q 438 583 547 c.The tip of the log screw shall fully extend beyond the Inside face of the band joist. TABLE R301.7 11,
3-3"X0.131"NAILS 42 555 4qq 664 622 d.Sheathing shall be wood structural panel or solid sawn lumber
ad E30X(2 "XO.113"9 4"O.G.TOE NAIL o.Sheathing shall be permitted to be,wood structural panel,gypsum board,fiberboard,lumber or foam sheathing. O
4iD 5qq 55q -745 bq7 Up to 1/2-inch thicknoss of stacked washers shall be permitted to substitute for to 1/2-Inch of allowable ALLOWABLE Z
22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP ad COMMON(2 Y2"X0.131");OR h p up STRUCTURAL MEMBER
PLATE(ROOF APPLICATIONS ALSO) I6d BOX(3"X0.125");OR b"O.G.TOE NAIL s Bathing thickness where combined with wood panel or lumber sheathing. DEFLECTION
3"XO.131"NAILS FOR 5h 1 INCH = 25.4 mm I FOOT = 304.5mm, I MILE PER HOUR= 0.447 nI
3-ad Box 2 "xo.113";OR , RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180
2-ad COMMON(2 Y2"XO.131");OR I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.q Wm , I plf 14.6 N/m TABLE R507.2.1 WITH NO FINISHED GEILIN6 ATTACHED TO
23 1"X 6"SUBFLOOR OR LE55 TO EACH JOIST 3-10d BOX(3"X0.12a");OR FACE NAIL PLACEMENT' OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS A
2 STAPLES,I"GROWN, Ibgo.,l 5/4" LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF
HEIGHT AND WIND EXPOSURE CATEGORY B OR C. FOR EXPOSURE D, THE UPLIFT INTERIOR WALLS AND PARTITIONS H/I80
24 2" 5UBFLOOR TO JOIST OR GIRDER 3-Ibd BOX(3 N(5 Y"XO.OR MINIMUM END AND EDGE DISTANCES AND SPAGIN6 BETWEEN ROWS
2-Ibd COMMON(3 Y2"X0.162") BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE FLOORS L/360 #
TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE TOP EDGE BOTTOM EDGE ENDS ROW SPACING
25 2"PLANKS(PLANK d BEAM-FLOOR d ROOF) 3-I6d BOX(3 YD(0.135");OR AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE GEILIN6 WITH BRITTLE FINISHES (INCLUDING L/360 }
2-I6d COMMON(3 Y2"X0.162") TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF LEDGER° d B b s b
2 INCHES /4 INCH 2 INCHES I /a INCHES PLASTER AND STUCCO)
3-I6d COMMON(3 "XO.162"9 HEIGHTS. CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240
26 BAND OR RIM JOIST TO JOIST 4-10 BOX(3"XO.125");OR b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 BAND JOI5Tc 5/4 INCH 2 INCHES 2 INGHE5b 15/a INGHESb 0YP5UM BOARD)
4-3"XO.131"NAILS;OR END NAIL
4-3"X 14go.STAPLES,J"GROWN ASSEMBLY DEAD LOAD OF 15 PSF. FOR sh I INCH-25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240
NAIL EACH LAYER AS FOLL01'r-5; C. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF a• LA6 SCREWS OR BOLTS SHALL BESTA60ERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN Or-THE DECK LEDGER IN ACCORDANCE WITH FIGURE R50-f2.1(1). a
20d COMMON(4"XO.Ig2");OR 52"O.G.AT TOP AND BOTTOM OVERHANG OF 24 INCHES. b. MAXIMUM 5 INCHES. EXTERIOR WALLS - WIND LOAD WITH PLASTER OR H/360
AND STAGGERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE C. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL 60VERN. STUCCO FINISHES
lod BOX(3"X0.125");OR 24"O.G.FACE NAIL AT TOP MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING d. THE MINIMUM DISTANCE FROM BOT`OM ROW OF LA6 SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R50'1.2.1(I).
2T BUILT-UP GIRDERS AND BE��MS,2-INGH LUMBER LAYERS 3"X0.131"NAILS AND BOTTOM STAGGERED ON EXTERIOR WALLS - WIND LOADS° WITH OTHER H/240
OPPOSITE SIDES CORNERS. BRITTLE FINISHES O N
AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED
2-20d COMMON(4"x0.1g2");OR FACE NAIL AT EN05 AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS TABLE: R402.1.4 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE a a _ Z F--
3-I6d E30X(3"XO.125");OR AT EACH SPLICE EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/120
3-3"X0.131"NAILS REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED FINISHES. �'- �
FORGES. EQUIVALENT U-FACTORS
4-I6d BOX(3 j"XO.135");OR e ^ -
3-Ibd COMMON(3 Y2"XO.162");OR AT EACH JOIST OR RAFTER, f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT LINTELS SUPPORTING MASONRY VENEER WALLS L/600 11-\J
2b LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-I6d BOX(3"X0.12a");OR FACE NAIL CONNECTION FORGE 5HALL BE PERMITTED TO BE REDUCED BY 60 pif FOR EACH FULL CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT
4-3"XO.131 NAILS WALL ABOVE. FENEESTRATIOi`l SKYLIGHT GEILINS FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE a. FOR THE PURP05E OF THE DETERMINING DEFLECTION LIMITS
2-I6d(V%0.12a")or 2-ad common
2q BRIDGING OR BLOCKING TO JOIST EACH END,TOE NAIL g• LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS 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
(2Y2"x o.131";or 2-3"x 0.13I")Halls SHALL A PERMITTED. AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS
h. THE TABULATED FORGES FORA 12-INGH ON CENTER SPACING SHALL BE PERMITTED % ,. .r ; /- ,� � � ' ,• ,� ,' � , , ,� ; / , • j�
TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. / ,/4' / %0.32 0.55 0.026 0.060 O.OcIa" ; 0.047.'J. 0.05q 0.065 , / OBTAINED FROM THE TABLE R30L2(2).
/ ,i` / b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE (v
THE LENGTH OF THE CANTILEVER. lam- V
TABLE R602.3(3) 5 0.50 0.55 0.026 0.0(00 0.052 0.055 0.050 0.055 c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN .n
ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO V I O '-
WOOD PANEL WALL. SHEATHINS FASTENINO SGHEDULE")'`
AS MAX. AS MAX. GONERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS O
PROPOSED AS MAX. -V.I.F, AS MIN. AS MIN. AS MIN. N/A AS MIN. ALUMINUM STRUCTURAL MEMBERS 5UPPORTING EDGE OF n ' I '
MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND -V.I.F. -V.I.F. !l- i�-1
MINIMUM NAIL PANEL NAIL 5PACIN6 O
STRUCTURAL PANEL THIGKNE55 STUD 5PAGIN6 SPEED VULT�H) GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED O
SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE
(INCHES) RATING (INCHES 0.0) (INCHES O.GJ B G D LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. n,
rod COMMON 1s 24/0 515 16 6 12 140 115 110 TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF n
(2.0"xo.113") 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD i!-
ad COMMON 16 b 12 1'10 140 155 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
(2.5"Xo.131") I•-i5 24/Ib -►/I6 24 6 12 14o ns no DEFLECTION SHALL NOT EXCEED L/120. z
FOR sl: I Inch = 25.4 mm,I MILE PER HOUR = 0.441 m/s d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM X
GLAZED BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE
o.PANEL STRENGTH AXI5 PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPAGIN6 MORE THAN 16" DEFLECTION OF H/150.
ON CENTER SHALL BE APPLIED WITH PANEL 5TRENGTH AXIS PERPENDICULAR TO SUPPORT, CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MA55 WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE 0
b.TABLE BASED ON WIND PREs5URE5 AGTIN6 TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R3012. b by i c C. REFER TO SECTION R703.8.2.
LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10.
U-FACTOR U-FACTOR SHOO 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 ' 10 CONT. OR' 10 GONT. OR W
SPAN RATING. PLYWOOD SIDING RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/I6 SPAN RATING. q /! 0.32 �'0.55 .' / 0.40 . 4a : 20 OR, 10, 8/13;' ;' Iq 10 / 2FT. ,`' '
WALL-16 AND PLYWOOD SIDING Ib O.G.5HALL BE USED WITH STUDS SPACED NOT MORE THAN I6"ON CENTER. , / I3 + 5 % / r I3 CAVITY / % 13 CAVITY / (V
O
20 OR 15 CONT. OR 15 CONT. OR z z
5 0.50 0.55 NR 4ci 13/I7 30 g 10 / 2FT.
13 + 5 h la CAVITY Iq CAVITY c� m 0
AS MAX. AS MAX.
F. = z
PROPOSED AS MAX. -V.I. I.F. A5 MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. ui
-V. -V.I.F. Q
REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES O p
GENERAL CONDITIONS
UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE:
CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R105.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: MINIMUM DESIGN DEAD LOADS A5 PER ASGE
CONSTRUCTION, AIA DOCi'JMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE -I-16 - CHAPTER 3 TABLE 03.1
4/57 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR GODS ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN LOAD
SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-CLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT
OCCUPANCY. SUBSTITUTIONS SHOULD BUILDING. (psf) I"t E c r S.
FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. TODD O'CONNELL
NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IC, C E I L 1 N G 5 A R CH ITECT P.C.
AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER I5# ASPHALT FELT WITH RATED AND INSTALLED WITH NO R402.2.4: ATTIC, OR CRAWL SPACE ACCESS - SHALL BE ACOUSTICAL FIBER BOARD 1.0
THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IC, OR NON-IC, WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO GYPSUM BOARD (per j INCH thickness) 0.55 , AIA
REASONABLY GLEAN AT ALL TIMES. RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. P TODD O'CONNELL
FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, (I/2 INCHES) (2.2)
AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY 1200 Veterans Memorial Highway
CONTRACTOR SHALL REMOVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/5 INGHE5) (2.75) Suite120
WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788
ETC., GLEAN GLA55 AND LEAVE WORK 5" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL SYSTEM 2.0 P(631)650-6666
BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN STRICT WOOD FURRING 5U5PEN5ION SYSTEM 2.5 F(631)650-6667
SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: R402.4.1.1: INSTALLATION - THE COMPONENTS OF TI-E BUILDING C(51
CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURE 6S SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH )658-0325
AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY G O V E R I N G 5, ROOF, AND WALL
ALL SHALL COMPLY WITH STATE AND -OUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL
ASPHALT SHINGLES 2.0
LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. C7.
CONTRACTOR SHOULD FULLY =IBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, I/2-in. 2.0
GUARANTEE HIS WORK AND THE WORK BUILDING OR DWELLING UNIT SHALL BE
S.S.G. 155 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - INSULATION, ROOF BOARDS (per inch thickness) _
OF HI5 SUBCONTRACTOR'S FOR A CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 ACH50 IN 024A, 5, A&A. FIBERBOARD 1.5
PERIOD OF ONE YEAR AFTER TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE 0•g '
COMPLETION OF THE PROJECT UNLESS _OUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'5 INSTALLATION POLYSTYRENE FOAM 0.2
EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. URETHANE WITH FOAM FOAM 0.5
OTHERWISE SPECIFIED. ALL WORK R402.4.4: COMBUSTION CL05ET5 - ROOMS CONTAINING
FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST FUE -BURNING APPLIANCES REQUIRE SPECIAL CARE PLYWOOD (per I/6-in. THICKNESS) q
SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE 1- p 0 f '3
ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND
,
PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED.WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL SKYLIGHT METAL FRAME g" WIRE GLA55 5.O EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE RIGID INSULATION, 1/2-in. 0.75
INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.13 OF THE FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING
OWNER, ARCHITECT, AND THEIR RESIDENTIAL CODE OF NEW YORK R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 3.0
AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER BOXES SHALL BE SEALED.
AGAINST ALL CLAIMS, D�4MAGE5, DRAFT OPENINGS (BOTH VERTICAL TO 6 BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE WATERPROOFING MEMBRANE
OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. BITUMINOUS, SMOOTH SURFACE 1.5
LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7
ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN DETERMINE AIR LEAKAGE.
FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY FLOOR FILL 1!1
RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE m
OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLA55 WINDOWS AND DOORS SPECIFICATIONS.
THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH
SUCH CLAIM, DAMAGE, LOSS OR 5PAGE5 AT THE CEILING AND FLOOR THE BUILDING THERMAL ENVELOPE. SAND, PER INCH 6.o N
EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION
R505 OF THE RESIDENTIAL CODE OF DUCT INSULATION: STONE CONCRETE PER INCH 12.0 to Q
BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE NY5. ALL GLA55 IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR Z #
OR DEATH OR TO INJURY' TO OR BLOCKED AT INTERVALS NOT PLENUMS FLOORS AND FLOOR FIN 1 5 H E S
DESTRUCTION OF TAN015LE PROPERTY EXCEEDING 10 FEET. LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING
v
R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING I6.0 -1(OTHER THAN THE WORK ITSELF GLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-6. CERAMIC OR QUARRY TILE (3/4-In.)
INSTALL GLASS UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED ON 1/2-In. MORTAR BED �
INCLUDING THE LOSS OR USE PLUMBING CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. z ts)
RESULTING THERE FROM). (5) 15 CONTRACTOR SHALL INSTALL WATER SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (5/4-in) }-
CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM A5 AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED 23.0 v Z
NEGLIGENT ACT OR OMI55ION OF THE INDICATED. PROVIDE HOT AND GOLD PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF CONCRETE FILL FIN15H (PER INCH THIGKNE55). 1.0
CODE SHALL BE INSULATED SPACES MUST BE INSULATED TO R-6.
CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. 2020 NY5 RESIDENTIAL CODE
ALL WATER PIPING TO HAVE TEMPERED GLA55. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED
ANYONE DIRECTLY OR INDIRECTLY HARDWOOD FLOORING, '7/7-In. 4.0 m 9'w j w '0 a-
AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST z��'w
EMPLOYED BY ANY OF THEM, OR CLEANOUT5 AT ALL CHANGES OF THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER LINOLEUM OR ASPHALT TILE, I/4-In. I.O �w o F v��K
STRICT AGGORDANGE WITH THE BE INSULATED TO R-2.
ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF THAN Q N o
MANUFACTURES SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON MARBLE AND MORTAR ON STONE-CONCRETE FILL 53.0
THEM MAY BE LIABLE REOARDLES5 VERTICAL WASTES. USE 4" CAST IRON 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) w mo
WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. �o W q
OF WHETHER OR NOT IT IS CAUSED IN THROUGH FOUNDATION WALL PITCHED SEALED AS PER 2020 NYSEGG *CFA = CONDITIONED FLOOR AREA SLATE (PER mm THICKNESS) 15.0 '" w o w 2
PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: 50LID FLAT TILE ON I-in. MORTAR BASE 25.0 ,
HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R403.7: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON F w La
SUBFLOORING, 5/4-in. 5.0 v o o z
ASSEMBLIES, AND METHOD OF FOLLOWS: WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY LOADS CALCULATED PER AGGA MANUEL J. �, °w o
CONSTRUCTION INGLUDINC� BUT NOT D15H WASHER 1 1/2" FLOORS, WOOD JOIST (no plaster) 12-I"• Ib-i"• ° _-'z o z v
SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, p o.G. 0.0.
LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2" R404.1: LIGHTING - A MINIMUM OF CIO% OF PERMANENTLY JOIST SIZES (in) ILa�T2) (LB/FT2) w ��N�o ro� = O
TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES),
BLOCK-WORK, FRAMING, NAILING, LAVATORY I I/4° PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. o�aw=p�z��ow V F-
PLACING OF CONCRETE, ETC. ARE TO 5HOWER 2 LOW-VOLTAGE LIGHTING EXEMPT 2x6 6 5 Q J Q a F o
�� HARDWARE A5 REQUIRED. ALL GLA55 TAPES. DUCT TAPE IS NOT
BE CAREFULLY SUPERVIEiED BY THE TOILET 3" 2x8 6 6 Q v w P o ro
IS TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305- w w o z `� o zq w
CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 5" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 7 6 0 w~Q t;
IN ACCORDANCE WITH THE DRAWINGS, (ENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOOKING-TYPE LONGITUDINAL 2x12 6 7 Q o WHO
F��O
SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FR05T NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUGT5 - EXCEPT AS INDICATED IN SECTION R306.I.I EACH PANE OF u m w w Q _o_►�"
AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON FRAME PARTITIONS ( sf) E rt w D w w i2 Q
TO BE ANDERSEN UNLESS INDICATED OPERATING AT LE55 THAN 2 w.g. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN a W N 0
FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) SECTION R306.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES 6.0 o>tu�o ifmz4
SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOOKS. THE WATER -DUGT5 SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD 5TUD5, 2x4, UNPLA5TERED 4.0 o m o o o m V O O }
PERMITTED WITHOUT WRIT-TEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING i"�' a} �'_�'i o
AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE FRAME HALLS x w �= xo- Z
MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL �����o m�� lu
~ �
THE CONTRACTOR SHALL. BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALLS: aQ= ��w-Q, Q
RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, GERAMIG-FIRED, LASER ETCHED, EMBOSSED, OR BE A 2x4 a 16-in., 5/6-in. GYPSUM, F F Q 3:
DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED NITHOUT BEING INSULATED, 3/6-in. 51DING 11.0
ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE
ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 a 16-In., 5/6-in. GYPSUM,
CONTRACTOR TO REMOVE 4 PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A R306.4 HAZARDOUS LOCATIONS - THE LOCATIONS 5PECIFIED IN INSULATED, 3/6-in. SIDING 12.0
RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R308.4.1 THROUGH R306.4.7 SHALL BE CONSIDERED TO BE
EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR EXTERIOR STUD WALLS WITH BRICK VENEER 46.0
WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT SPEGIFIGATION� TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING WINDOWS, GLA55, FRAME AND SASH 8.0 REFLECTIVE WHITE
THAT THE OWNER CHANGES, THE (0" DIAMETER
COMPLETE FINISH. ALL PAINTED R306.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE
SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOOR5 SHALL BE CLAY BRICK WYTHE5:
SITE WORK CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 3q.0 THE GON5TRUGTION TYPE
STAKEOUT 15 TO BE PERFORMED BY A OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R305.4.2- GLAZING ADJACENT TO DOOR- GLAZING 15 LE55 THAN 60 6 IN 7cI.O DESIGNATION SHALL BE
SUBCONTRACTORS 005T FOR THE INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEET5 12 IN 115.0 "1", "11", "111", "1\/", OR "V"
LICENSED SURVEYOR. STAKING AND CHANGED UNIT. I6 IN 155.0
LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- TO INDICATE THE CONSTRUCTION
AND BENCHMARKS. VERIFY ALL GIVEN DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING 15 WITH 24" OF EITHER 51DE OF THE DOOR HOLLOW CONCRETE MA50NRY UNIT WYTHE5: CLASSIFICATION OF THE
HVAG ONE GOAT WOOD FILLER OR STAIN -GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHE5 THICKNESS 5 INCHES) 4 6 6 10 12
DATA ON DRAWINGS. IN EASE OF ,. STRUCTURE UNDER IBC
DISCREPANCY, PROVID TO BE DESIGNED BY OTHERS. DENSITY OF UNIT (105 PGF)
RECEIVE AND TWO GOATS MGKLUSKY 5 ELECTRIC SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24 OF THE HINGED SIDE OF SECTION 602
CLARIFICATION FROM ARCHITECT PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC, METERS ARE AN IN-SWING DOOR NO GROUT 22. 24.0 51.0 37.0 43.0
PRIOR TO PROCEEDING. EXCAVATE ROOMS 4 CONFORM WITH ALL STATE POLYURETHANE, REQUIRED FOR EACH DWELLING UNIT. R305.4.3- GLAZING IN WINDOW
AND BACK FILL FOR WORK INDICATED AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN q 50.17T. (GROUT SPADING)
PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING IS LESS THAN I6" ABOVE THE FLOOR 46 IN. O.G. 2q.o 36.0 47.0 55.o REFLECTIVE RED
ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING 15 MORE THAN 36 " ABOVE40 IN. O.G. O.O 40.0 4q. 57.0 PANTONE # I67
FLOOR AND 42 IN. O.G. 32.0 42.0 52.0 661.0
AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBU5TABLE ONE OR MORE WALKING 5URFAGE5 ARE WITHIN 36', MEASURED 24 IN. O.G. 54.0 46.0 57.0 67.0
EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING 16 IN. O. G. 40.0 55.0 66.0 7q.0
EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 306.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 015.0 115.0 zz
TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLA5 GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R306.4.5- GLAZING AND WET 5URFAGE5- BATHTUB5, SHOWERS WHERE
FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING I5 LE55 THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE A5GE STANDARD - MINIMUM DESIGN
TREE ROOTS, ROCKS AND DEBRIS. DESIGNATION FOR STRUCTURAL
WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT $ CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND
ALL SURPLUS MATERIAL THAT IS COMPONENTS THAT ARE OF
WITH MASONRY SHALL BE AO0. ALL LAMBERT DUTCH BOY. CABOT5, BUILDING CODE OF NEW YORK STATE, SURFACE different dead load OTHER STRUCTURES -ASGE?-I6 Q
UNSUITABLE FOR BACK FILL MATERIAL � valves for differ (PGF) TRUSS TYPE CONSTRUCTION 1�� � p
SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MCKLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - R306.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING 2 STROKE
PROTECT ALL TREES WITHIN EIGHT GDX DOUGLA5 FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN SOLID CONCRETE MASONRY UNIT WYTHE5:
FEET OF THE BUILDING. PROPER 5UB-FLOORS TO BE 5/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF WYTHE5 THICKNESS (IN mm) 4 6 6 10 12 „ „ #
APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS DENSITY OF UNIT (105 PGF) ■ F FLOOR FRAMING, INCLUDING w
BEFORE COVERING ANY EXCAVATED DENSITY OF UNIT (155 PGF) 32. 51.0 6q.0 020 1040 • ■ AC
BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE ■ � GIRDERS AND BEAMS
38.0 60.0 61.0 102.0 124.0 „
WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (155 Fr-.F) R ROOF FRAMING
41.0 4.0 67.0 I10.0 133.0 JB:U
5TUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R305.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING LDING "FR" FLOOR AND ROOF FRAMING
AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LE55 THAN 36" ABOVE THE LANDING AND WITHIN WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR STANDARDS AND CODES
CONCRETE BLOCK
ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702,3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LE55 THAN I60 DEGREESPLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES SAMPLE -TITLE Iq NYGRR PART 1265.4 FROM THE BOTTOM GIVEN REPRESENT AVERAGES. IN 50ME GASES THERE 15 A PLACE ENGINEERED WOOD PLACARD
"DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR 15 PART OF TREAD NOSING CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. ON OR ADJACENT To ELECTRICAL METER eox 1 I 1
THIRD COURSE. FILL TOP COURSE JOISTS AT 6' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A GIRGULATING SYSTEM. J�-1
SOLID. MORTAR MIX TO BE ONE PART 50LID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE GIRGULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED Z
P�TY, AND 5 X PARS SAND, ORMONE ALLUPPORTED GAP PLATEDS TO BEFDOUBL�DD.
O� GEIDLINGS UNLES`°OTHERWISE HALLS ND 1/2 PIPES TO THE LEVELS ON TABLE I. FOR ALL WINDOWS AS PER 2020 RESIDENTIAL GODS OF NEW PORK STATE SECTION R305.1 TRUSS 17�5I C N,�TI 01� S I�N O Z F-�
PART MASONRY CEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. GIRGULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND
PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE GIRGULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A SCALE: NTS J-L-.1
_
CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. Q j
- IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET l�
CONCRETE OCCURS, USE MIN. I6GA SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING 15 LOCATED LE55 THAN 24 INOFE5 ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT
NO CONCRETE OR MA50NRY WORK J015T HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE LE55 THAN 6 FEET 6 INCHES Q �z
SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION:
TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAG PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: 1. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR TABLE 1: MINIMUM INSULATION THIGKNE55 FOR GIRGULATING HOT WATER PIPES L
AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT INSULATION THIGKNE55 IN INCHES BY PIPE SIZES
BE PLACED ON FROZEN '.SURFACES. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEC. R312.2.2 LESS THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE HEATED WATER NON-GIRGULATING RUNOUT5 CIRCULATING MAINS AND RUNOUT5
ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. V
REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I" UP TO 1.25" I.5" TO 2.0" OVER 2" �
WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL R312.2.2 WINDOW OPENING CONTROL DEVICES- 5HF-L.L COMPLY WITH LE55 THAN 7 FEET 0
ARCHITECT ALL CONCRETE 15 TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE A5TM F20g0 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM 170-160 0.5 . I.5 25 O
THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF 140-160 O.5 0.5 I.O 1.5 D_
MIN. 3,500 P.S.I. AT 26 GRAYS & 4,000 LENGTH. NATIONAL ELECTRICAL GODS AND ALL NOTES: 100-130 O.5 0.5 0.5 I.O O
LU
P51 FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY 1. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE
SLEEVES AND FOUNDATION VENTS A5 NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO O
REQUIRED BY NY5 CODE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRGUIT5 SHALL BE MINIMUM 15 AMP. LE55 THAN THE AREA REQUIRED BY SECTION R310.2.1 It
INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES
FOOTINGS ARE TO BE A MIN. 6" DEEP BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD & SHELF, ALL LINEN OL z
AND/OR GRAVEL AT 2000 LB5 PER BE LOCATED 12" ABOVE FINISHED PIPING SYSTEM FLUID TEMP. INSULATION THIGKNE55 IN INCHES BY PIPE 51ZE
PROJECTING 6" ON EAGF•I SIDE OF THE CLOSETS TO BE PROVIDED WITH 5
FOUNDATION WALL. PROVIDE TWO #4 5GUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4"
DEFORMED BARS CONTINUOUS IN THE CONSULT ENGINEER IF DIFFERENT SOIL ALL SWITCHED TO BE LOCATED 36" p
FOOTING. ALL 4" THICK CONCRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS
SLABS TO HAVE 6X6 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0
WIRE REINFORCING. ANCHOR BOLTS IN ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 W m N
CONCRETE SHALL BE HOOKED 5/6" X
FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND STEAM CONDENSATE N z
12" AT MAX. 3' O.G. PROVIDE BITUMEN FAUCETS TO BE SUPPLIED BY OWNER %Vj
' N z
EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 1.0 1.5 2.0 N � N
NOTE: ALL NON-ENGINEERED LUMBER COOLING SYSTEMS m 4 0
AND FOUNDATION WALLS. TO BE DOUGLAS FIR #2 OR BETTER = p Z
5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1 1.0 1 1.5 1 1.5 2.0 tu >
BY OWNER
AND BRINE 120-200 0.5 1.0 1 1.0 1.5 d
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