HomeMy WebLinkAbout49849-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
' SOUTHOLD, NY
d
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PIANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49849 Date: 10/6/2023
Permission is hereby granted to:
Marano, Leonard
565 Milligan Ln
West Isli , NY 11795
To: construct single-family dwelling as applied for per SCHD approval.
At premises located at:
1610 Paradise Shore Rd, Southold
SCTM # 473889
Sec/Block/Lot# 80.-1-19
Pursuant to application dated 7/11/2023 and approved by the Building Inspector.
To expire on 4/6/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,014.40
CO-NEW DWELLING $50.00
Total: $1,064.40
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 http ://www.sotiti�ioldtowii . ov
-zrzrzawrm�" �(
Date Received
APPLICATION.
For Office Use Only
PERMIT NO. 4qaD[4_ Building Inspector: JUL 1 1 2023
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an � " •
Owner's Authorization form(Page 2)shall be completed.
Date. U - -
OWNER(S)OF PROPERTY:
Name: Arlt prcJl� SCTM# 1000-
Project Address: 60
Phone#: 6✓ I - -]4 ^ 2 ° Email: L �g 0.0
Mailing Address:
CONTACT PERSON:
Name. TAS ) S�ICeJ►Z1�t� '
Mailing Address: 1. WrZ
Phone#:" - 00F.5-1310 mail:
DESIGN PROFESSIONAL INFORMATION:
Name:
C ' � X51 jai
Mailing Address:
Phone#: �/ , 7� ' Email:
' M}rl 1J
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: ::IEmail:
DESCRIPTION OF PROPOSED CONSTRUCTION
New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other
Will the lot be re-graded? ❑Yes 5eNo Will excess fill be removed from premises? ❑Yes No
1
w
PROPERTY INFORMATION
Existing use of property: Vo CQ Intended use of property: m (�
Zone or use district in which premises is situated: Are there any covenants and res icti . w r p 0
this property? ❑Yes ❑No IF YES, PROVIDE A COPY.
Check Box AfterReading: The owner/contractor/design profess lonal Is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized Inspectors on premises and in buiiding(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By( rint na e): K � , t.J N ��f'T dAuthorized Agent ❑Owner
Signature of Applicant: Date: tq 76 2
STATE OF NEW YORK)
SS.
COUNTY OF 4 LD
_K 12 1 1 v e)o o 4— being duly sworn, deposes and says that (s)he is the applicant
(Name of individual si ning contract)above named,
(S)he is the i
(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
.-304day of
Notary Public
ALISON W. COLL
NOT MY PUBLIC-STATE OF NEW YORK
No. 01 C0630081 7 PROPERTY OWNER AUTHORIZATION
uallfled In Suffolk County (Where the applicant is not the owner)
My ''omission Expires April 07, 20V 7-11�
I, Q C residing at 1 Y11r,P,t t�
�yLldo hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
0
Owner's Signature Date
1,500Aea MAtI q,J0
Print Owner's Name
2
�,,
Ars.
Town Hall Annex Telephone(631)765-1802
54375 Main Road 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; I I
Owner: MKAOO
Location of Property: NO 1Z ��•
Please ta e notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signeture
Name (person submitting this form): �OtJPs
Capacity(check applicable. line):
Owner
Owner representative
TrussRegl5.docx Effective 1/1/2015
Building DgRartment Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, n1m- �Aw 0 –residing at ............
(Print property owner's name) (Mailing AddreA)
A do hereby authorize—6.�4
(Agent) I
to apply on my behalf to the
Southold Building Department.
X23
...................................... 0
(Owner's Signature) (D te)
&ViJAA-�) 44,4,'k-A,27)
(Print Owner's Name)
Generated by REScheck-Web Software
Compliance Certificate
Project 1610 Paradise Shores Road
Energy Code: 2018 iECC
Location: Southold, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 1,363 ft2
Glazing Area 12%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
1610 Paradise Shores Road 1610 Paradise Shores Road jam Design Services
Southold, New York 11971 Southold, New York 11971 1257 Udall Road
Bay Shore, New York 11706
631-888-7318
jmeyer@jamds.com
Compliance: 4.9%Better Than Code Maximum UA: 264 Your UA: 251 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 pafh 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
Gross Area
Assembly or Cavity Cont. Prop. Req. Prop. Req.
Flat Ceiling: Flat Ceiling or Scissor Truss 828 30.0 0.0 0.035 0.026 29 22
Vaulted Ceiling: Cathedral Ceiling 742 30.0 0.0 0.034 0.026 25 19
AGW Main:Wood Frame, 16" o.c. 1,355 19.0 0.0 0.060 0.060 68 68
Front Door:Solid Door(under 50% glazing) 20 0.300 0.320 6 6
Window:Vinyl Frame 199 0.300 0.320 60 64
SHGC:0.30
AGW Garage:Wood Frame, 16"o.c. 244 19.0 0.0 0.060 0.060 14 14
Garage Door:Solid Door(under 50%glazing) 17 0.200 0.320 3 5
Above Crawl:All-Wood joist/Truss 1,398 30.0 0.0 0.033 0.047 46 66
Project Title: 1610 Paradise Shores Road Report date: 06/20/23
Data filenarne: Page 1 of 10
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Gerson Rubio, P.E. 11` 6/21/2023
Name-Title Signaturebate
Project Title: 1610 Paradise Shores Road Report date: 06/2023
Data filenarne: Page 2 of 10
REScheck Software Version : REScheck-Web
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 Plans Verified Field Verified
# Pre-Inspection/Plan Review Value Value LCornpr�les? �Comments/Assumptions
& Re .1131
103.1, Construction drawings and ;❑Complies Requirement will be met.
103.2 documentation demonstrate ❑Does Not
[PR1]1 energy code compliance for the
1 building envelope.Thermal [:]Not Observable
envelope represented on ❑Not Applicable
construction documents.
103.1, :Construction drawings and ❑C-ompHes "Requirement will be met.
103.2, documentation demonstrate ❑Does Not
403.7 energy code compliance for
[PR3]1 lighting and mechanical systems. ❑Not Observable
e� Systems serving multiple ❑Not Applicable
dwelling units must demonstrate
;compliance with the IECC
Commercial Provisions.
302.1, Heating and cooling equipment is; Heating: Heating: ❑Complies 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: ❑Not Observable
t Manual J or other methods Btu/hr Btu/hr
approved by the code official. []Not Applicable
tions.
Comments Assum
Additional Comments/Assumptions.,
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: 1610 Paradise Shores Road Report date: 06/20f23
Data filename: Page 3 of 10
Section
# Foundation Inspection Complles2 Comments/Assumptions
303.2.1 'A protective covering is installed to ❑Compiles Requirement will be met.
[FO11]2 protect exposed exterior insulation ;❑Does Not
and extends a minimum of 6 in. below ❑Not Observable
grade.
❑Not Applicable
403.9 Snow-and ice-melting system controls'❑Complies ;Exception:Requirement is not applicable.
[F012]2 installed. ❑Does Not
I❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low impact(Tier3)
Project Title: 1610 Paradise Shores Road Report date: 06/20/23
Data filename: Page 4 of 10
Section Plans Verified Field Verified
# Framing/Rough-In Inspection Value Value complies? Comments/Assumptlons
& Re .ID
402.1.1, Door U-factor, U- U- ❑Complies ;see the Envelope Assemblies
402.3.4 ❑Does Not table for values.
[FR1]1 ❑Not Observable i
❑Not Applicable
402.1.1, !Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies
402.3.1, average). ❑Does Not table for values.
402.3.3,
;❑Not Observable
402.5
402.5 ;❑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 []Not Observable
taken from the default table.
❑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
i :HAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable
;or has infiltration rates per NFRC
'400 that do not exceed code ❑Not Applicable
limits.
402.4.5 IC-rated recessed lighting fixtures m,• .: v •. WWWWWWWWWW ...._........_.m.
❑Complies `Requirement will be met.
[FR16]2 sealed at housing/interior finish ❑Does Not
and labeled to indicate s2.0 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 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 :Requirement will be met.
[FR13]1 ;boxes are sealed with ❑Does Not
,lu ;joints/seams compliant with ❑Not Observable
International Mechanical Code or
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. ❑Does Not
AV ❑Not Observable
❑Not Applicable
403.4 HVAC piping conveying fluids R- R I❑Complies :Requirement will be met.
[FR17]2 above 105°F or chilled fluids Z❑Does Not
below 55°F are insulated to 2-R- ,❑Not Observable
3.
❑Not Applicable
403.4.1 ',Protection of insulation on HVAC ❑C'omplies ;Requirement will be met.
[FR24]1 piping. ❑Does Not
40; []Not Observable
[]Not Applicable
403.5.3 Hot water pipes are insulated to R- R ❑Complies Requirement will be met.
[FR18]2 >R-3. C]Does Not
,"d ❑Not Observable
❑Not Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier2) 3 Low Impact(Tier 3)
Project Title: 1610 Paradise Shores Road Report date: 06/2023
Data filename: Page 5 of 10
section Plans Verified Field Verified
# Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions
& Re .ID
403.6 ;Automatic or gravity dampers are ❑Complies 'Requirement will be met.
[FR 19]2 !installed on all outdoor air ❑Does Not
intakes and exhausts.
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 Hlgh impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: 1610 Paradise Shores Road Report date: 06/20/23
Data filename: Page 6 of 10
section Plans Verified Field Verified
# Insulation Inspection Value Value Complies? Comments/Assumptlons
& Re .ID
303.1 All installed insulation is labeled ❑Complies ;Requirement will be met.
[IN13]2 or the installed R-values ❑Does Not
U provided. ❑Not Observable
❑Not Applicable
402.1.1, Floor insulation R-value. R R- ❑Complies See the Envelope Assemblies
402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values.
[IN1]1 ❑ Steel ❑ Steel ❑Not Observable
4
[]Not Applicable
303.2, '.Floor insulation installed per �..—.�... ..., ❑Complies ;Requirement will be met.
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
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 ❑ Wood ❑ Wood L❑Does Not table for values.
402.2.6 wall insulation on the wall
[IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass :❑Not Observable
requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable
303.2 Wall insulation is installed per ❑Complies 'Requirement will be met.
[IN4]1 manufacturer's instructions. ❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: 1610 Paradise Shores Road Report date: 06/20/23
Data filename: Page 7 of 10
section Plans Verified Field Verified
# Final Inspection Provisions Value Value compiles? Comments/Assumptions
& Re .1D
402.1.1, Ceiling insulation R-value. R R- ;❑Complies See the Envelope Assemblies
402.2.1, ElWood 'E] Wood ❑Does Not ;table for values.
402.2.2, Steel ❑ Steel ;❑Not Observable
(Fill' 6 ❑Not Applicable
FI1]
303.1.1.1, 'Ceiling insulation installed per OComplies Requirement will be met.
303.2 manufacturer's instructions. ❑Does Not
[F12]1 :Blown insulation marked every
300 ft=. []Not Observable
❑Not Applicable
402.2.3 ;Vented attics with air permeable ❑Complies Requirement will be met.
[F122]2 insulation include baffle adjacent []Does Not
to soffit and eave vents that
extends over insulation. ❑Not Observable
❑Not Applicable
402.2.4 Attic access hatch and door R- R- ❑Complies ;Requirement will be met.
[FI311 insulation ?R-value of the ❑Does Not
adjacent assembly.
❑Not Observable ;
❑Not Applicable
402.4.1.2 i 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
❑Not Applicable
403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies ;Requirement will be met.
[FI27]1 :determine air leakage with ftz ft2 ;❑Does Not
either: Rough-in test:Total
leakage measured with a ❑Not Observable
pressure differential of 0.1 inch ❑Not Applicable
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 'Requirement will be met.
[FI411 cfm/100 ft2 across the system or ft2 ft2 i❑Does Not
<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in ;❑Not Observable °
tests,verification may need to t❑Not Applicable
,occur during Framing Inspection.
403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met.
[FI24]1 by manufacturer at<=2%of ❑Does Not
design air flow.
❑Not Observable
❑Not Applicable
403.1.1 :Programmable thermostats ❑Complies Requirement will be met.
[Fl 9]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 !Exception: Requirement is
[FI10]2 on heat pumps. ❑does Not !not applicable.
'❑Nat Observable
❑Not Applicable
403.5.1 Circulating service hot water ;❑Complies Requirement will be met.
[FI11]2 systems have automatic or ❑Does Not
accessible manual controls.
❑Not Observable
❑Not Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Law impact{Tier 3)
Project Title: 1610 Paradise Shores Road Report date: 06/20/23
Data filename: Page 8 of 10
section Plans VerifiedField Verified
# Final Inspection Provlslons Value Value Compiles? Comments/Assumptions
& Re .ID
403.6.1 ;AII mechanical ventilation system ❑Complies Requirement will be met.
[F12512 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 ❑Compiles ,Requirement will be met.
[F126]2 through one-or two-pipe heating ❑Does Not
systems have outdoor setback
control to lower boiler water ❑Not Observable
'temperature based on outdoor ❑Not Applicable
temperature.
403.5.1.1 Heated water circulation systems ❑Complies Exception: Requirement is
[FI28]2 have a circulation pump.The ❑Does Not !not applicable.
system return pipe is a dedicated
return pipe or a cold water supply ❑Not Observable
pipe. Gravity and thermos- ❑Not Applicable
syphon circulation systems are
not present. Controls for
circulating hot water system
pumps start the pump with signal
;for hot water demand within the
.occupancy. Controls
automatically turn off the pump
when water is in circulation loop
'is at set-point temperature and
no demand for hot water exists.
403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is
[F129]2 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 Demand recirculation water _ ❑Complies ;Exception: Requirement is
[F130]2 systems have controls that ❑Does Not not applicable.
manage operation of the pump
and limit the temperature of the ❑Not Observable
water entering the cold water ❑Not Applicable
piping to <= 1049F.
403.5.4 Drain water heat recovery units ❑C'omplies Requirement will be met.
[FI31]2 tested in accordance with CSA ❑Dues 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.
[F1611 fixtures have high efficacy lamps. ❑Does Not
❑Not Observable ;
_mm
❑Not Applicable
404.1.1 ;Fuel gas lighting systems have ❑Complies Requirement will be met.
[F123]3 no continuous pilot light. ❑Does Not
[]Not Observable
❑Not Applicable
401.3 Compliance certificate posted. OComplies Requirement will be met.
[F17]2 ❑Does Not
❑Not Observable
❑Not Applicable
1 ..High Impact(Tier 1) 2 Medium impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 1610 Paradise Shores Road Report date: 06/2023
Data filename: Page 9 of 10
Section Plans Verified Field Verified
o Final Inspection Provisions Value Value Compllesd Comments/Assumptions
& Re .I D
303.3 Manufacturer manuals for ;❑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 liiclh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: 1610 Paradise Shores Road Report date: 06/20/23
Data filenanne: Page 10 of 10
2018 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 19.00
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
CoolingHeating &
Heating System;
Cooling System:
Water'Heater:
Name: Date:
Comments
S.C.TM. NO. DISTRICT: 1000 SECTION:80 BLOCK: 1 LOT(S)_19 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
I7V' ! PERMIT FOR APPROVAL OF CONSTRUCTION FOR A
IANDOF/F SINGLE FAMILY RESIDENCE ONLY
LAURIE BLOOM
I- DIMELINO LEONARD THON i
1 LOT 26 DATE 09112t2018 H.S.REF. No. R10-18-0085
r ,
i 569°48'40"E 4T,S7a' APs° OVEO
mum
i H.30.2 - - _ FOR MAXIMUMOF -- 3 Bgm -s
i 3 I rmup EL J1.4 EL 31.1
s0 sz EXPIRES THREE YEARS FROM DATE OF APPROVAL
i �
(7) rIJ< 101/ a
- Lor 27
rMx o Revised plan Approved 1 12023
v%pares
,a 1_
DRAINAGE CALCULATIONS:
JKSaY�YtTH4 ) EL 29.3 �w 110 3 wow Sycop W .e
7-3STY biffuNc
A)DWELUNG 1,994 XO:1L 331sT.. 7994 S.F.
I - a LLaE �' ) LOT 28 yDWELLOW i'DEEP llEE31 4c!PROVIDED
_t _ 130`
I�
0
[F+i swum
L1 28.0
\ o LOT 29
EL 29.6 SRI)
I W EL 29.5 TYPICA C�. LEAN OUT
{cn 569°48'40"E 13`7,88' _- 1C4 �. .�. SLATE OR
LAND N/F VACANT SLATE END
OF IsoSUITABLEOR FLU[
MARGARET GLEESON 001MILOW
15' LOT 30
11
i
Q. II
30' ELBOW
60' WYE
FLOW
ZONED R-40 7HE WATER SUPPLY, SELLS DRYN£LLS AND CESSPOOL
NDN-CONFORMING Lar LOCA77ONS SHONN ARE FROM FIELD OBSERVATIONS
FRONT YARD:
REAR YARD.35',N
MN AND OR DATA OBTAINED FROM OTHERS
SIDE YARD:10-MIN(25'TOTAL)
ELEVATION DATUM: NAVD88
BAYVIEIP RD. °ML 302 AREA: 12,666.20 SQ.FT. or 0.29 ACRES - -
OL B 0.8' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
_ MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
BROWNONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
SC 2.0' LISTED HEREON,AND TO THE ASSGNEES OF THE LENDING INSDTUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOW HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
amsxne raaac. PALE NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS
ORGAN AND/GR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
' sP � SURVEYOR DESCRIBED PROPERTY E$ CERTIFIED TO: LEONARD MARANO;
m�
SAND MAP OF; e r DONNA L. MARANO;
/ o 14.2' FILED: ADVOCATES ABSTRACT, INC.;
STEWART TITLE INSURANCE CO.;
I - _- SITUATED AT.PARADISE SHORES ----
„„ TOWN OF: SOUTHOLD n KENNETH M OOYCHUK LAND SURVEYING, PLLC
4
NO WATER _17' SUFFOLK COUNTY, NEW YORK __ 305 Professional Land Surveying and Design
201B g P.O. Boz 159 Aquebogue, Nes York 11991
REVISED OS-07-23 JULY UYCNUK PHONE(931)x90-1599 FAX(691)EYB-1586
FILE N 18-105 SCALE: 1"=30' DATE:JULY 30, 2018 TVYS.LISC NO,45DW Q.,...& f s.bat r°— r r—.ln M.v".bk
S.C.T.M. N0. DISTRICT: 1000 SECTION: 80 BLOCK: 1 LOT(S): 19
VACANT
75'
LAND N/F
OF
LAURIE BLOOM
DWELLINGLEONARD THON
W/PUBLIC WATER
120'
LOT 26
/, S 69°48'40"E 141.58' Ansi
EL 30.2 PROPOSM
3 BDAt00A1 SYSIEM e10+Di1>' EL 31.4 EL 31.1
1000 GA.ST. -
k �+ (1)8 DIAr12'DEEP LP. W N
LOT 27
=I Sail EXp o
m" 333
c lovfi DRAINAGE CALCULATIONS:
! C` L.P. S.T. ,wH wooD stoop .._..�. ... M
W/PUBLIC WATER ! EL 29.3 ewfl 5D 1610 3'x8' �
150' I PI OPOSED
1994 S.F.
A) DWELLING W�IIC-OVERED PO'RC'H
1 STY DWELLING w
or 1.994 x 0.166= 331d REQUIRED
O ' FFL(.�2.5 ' " 2 v DWELLINGS (2) 8'DIA x 4' DEEP DRYWEI L +3'S4cf PROVIDED
FfAmm*W U* LOT 28 (n W/PUBLIC WATER
Z Y 150'
I o,a la"o OV
im
W aP1101 3I iI I AY Pro 0C m
u 2 r M
IWN
O a
F+i Q
1 8Yx4'DD:.P o
1 o LOT 29
EL 28.0 EL 29.6 ( /
N W EL 29.5 TYPICAL CLEAN OUT
S 69048'40"E I 139.88' ip11 SLATE OR A LANN�F VACANT STOPPER END
OF
150' SUITABLE COVE OR PLUG
Q� MARGARET GLEESON W PUBUEC WATER
- / 150' ( LOT 30
i I
a
30' ELBOW
60' WYE
9
FLOW—
ZONED
LOWZONED R-40
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
NON—CONFORMING LOT LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS
FRONT YARD: 35' MIN AND OR DATA OBTAINED FROM OTHERS.
REAR YARD: 35' MIN
SIDE YARD: 10'MIN (25' TOTAL)
AREA: 12,666.20 SQ.FT. or 0.29 ACRES NAVD88
ELEV. 30.2 ELEVATION DATUM: �._.—._............. _��—
BAYVIEW RD. BROWN 0.8' UNAUTHORIZED ALTERATION OR ADD/710N TO THIS SURVEY/S A VIOLATION OF SECT)ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
_ MAP NOT BEAR/NG THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
BROWN ONLY TO THE PERSON FOR WHOM 7HE SURVEY/S PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
TYPICAL SILT SC LAyEy SAN 2.0' LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
E ^ E n n crRPcni SECTION
1►IIV.`,' U 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY A
RE
� � NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
SUPPORT POSTS PALE LESS PHYSICALLY EVIDENT ON THE PREM/SES AT THE 77ME OF SURVEY
WOOD OR METAL BROWN AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UN
MEDIUM
FLOW DIRECTION
ND AND SP SD SURVEY OF: DESCRIBED PROPERTY of N CERTIFIED T0: LEONARD MARANO;
�� �
BACKFILLED TRENCH COSTING GROUND COARSE 14.2' MAP OF: 0
fF. '' DONNA L. MARANO;
. ,
' ADVOCATES ABSTRACT, INC.,
FILED:
Building Department -M"
��' - SITUATED AT. PARADISE SHORES I STEWART TITLE INSURANCE CO.; j
Town of Southold T -
N SUFFOLK oOUNO D NEW YORK a:a 0 08. KENNETH
Professional Land SuYCHUK rveyinND g and DesigniPLLC
w.p M"MSM
NO WATER 17 d„ , As µ P.O. Bog 153 Aquebogue, New York 11931
JULY 30, 2018 N I a,l
PHONE (831)298-1588 FAX (831) 298-1588
REVISED 08-07-23 K. WOYCHUK 13 JULY 30, 2018
FILE # 18-105 SCALE: 1»=30' DATE: Y.S. LISC. NO. 050682 maintaining the records of Robert J. Hennessy & Kenneth Y. 1loychak
P16 C(
S � �qW
GENERAL NOTES
GENERAL:
1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING
DEPARTMENT. i: LL N
2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PrAol %Mltfl L: N W W
AS WELL AS ALL CURRENT NEW YORK STATE CODES
3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE:
DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE
ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEWYORK STATE rr
THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND
CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY R AE EN I
ARISING THEREFROM. MECHANICAL CODE NOTE:
4. NO DEVIATIONS OR CHANGES TO ANY FART OF THESE PLANS SHALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF
FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY.STATE,CHAPTERS 12 THROUGH 24.
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES.
6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE:
TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE
AND AS DIRECTED AND/OR APPROVED EY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33
7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS,
CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE: 1610 PARADISE SHORE ROAD
8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE
FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE
CONSTRUCTED).THEPLRNS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY SOUTHOLD , N
WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC.
9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE:
IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL
10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN
BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. TITLE SHEET & PLOT P
11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH:
ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE D. 2 FOUNDATION PLAN FIRST FLOOR P
THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS
12.TO BE IIT S THOLLOE INTENTT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE '
CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION ROOF PLAN , WALL SECTI0N
THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. 3
13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. /�
14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. 4 SECTIONS & RISER D
SHALL BE IN ACCCORDANCE WITH SECTION R316. NOTE:
'-T
15.INTERIOR WALL COVERING SHALL BE IPJ ACCORDANCE WITH SECTION R702 AND
EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 5 ELEVATIONS
16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL
BE VARIFlED IN THE FIELD BY THE CONTRACTOR,
MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH A AND RECEIVED DISCREPANCIES SHALL BE 6 NOTES & DETAILS
PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT.
ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE
2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY z
CARPENTRY:
FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK7 p
1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. ENERGY SEALING DETAILS ~
O
2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) f-
3.NO WORK SHALL COMMENCE UNTIL PLANS AREAPPROVED RAC E D WA L L PLAN w
3. SILLS TO BE FLASHED(TERMITE SHIELD)W1 SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF 8
Z)
2-2"x 6" U.O.N. BUILDINGS. to
4. ALL JOISTS HANGERS TO BE'TECO"OR EQUAL, FULL SIZE. 9 S 200 11' 20" W 90.00 z
NOTES & DETAILS
5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) _ _ __ M
_ _ _ _ _ _ _
S2
N
6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) �u `n
i
7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. NOTES & DETAILS r-
8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT Wl I I SEAL
MODELS NUMBERS ON PLANS.
9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY NOTES & DETAILS 1\ � U A Rty
ESCAPE.IN CONFORMANCE WITH 2020 IJEW YORK STATE BUILDING CODE oO co �`' N.K' T Fye
SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE I Lo M00
12
TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH NOTES & DETAILS I M
OF 20 (OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F.
10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WTH SECTION R609.
ALL GLAZING SHALL COMPLY WITH SECTION R308. I , �
11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECT ONS R311.5 TO R311.5.7
12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE PROP 1 F O F N E�
PLAT
INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING
ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 22.8'
13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. i 51.3 i
ELECTRICAL: I '
1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THEi PROPOSED I
NFPA 70 NATIONAL ELECTRICAL CODE GEOGRAPHIC TABLE DESIGN R E Q U I R M E N TS , 1 STORY FRAME
DWELLING i
0
2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE I MY
OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION,CLIMATE ZONE 4A ».o'PROPOSED 00
3. ELECTRICAL WRING AND EQUIPMENT TO COMPLY W/CHAPTERS 3443 23.512.3' COVERED PORCH °p
AND LOCAL BUILDINGDEPARTMENT. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I~~ CD
4. SMOKE DETECTITION AS PER N.Y.S.CODE SECTION R314. �°� �
ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. i Q
5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEANANNUAL W 22.0 15 Li1 `0
FLOOD
GROUND FREEZING o
6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF d DESIGN DESIGN UNDERLAYMENT HAZARD TEMP o o
PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. SNOW LOAD SPEED RAPHIC SPECIAL
L BORNE-BORNE CATEGORY 'WEATHERING. FROST LINE TERMITE TEMP REQUIRED INDEX i `a- p
DEBRIS
MPH EFFECTS k REGION DEPTH bo i } , oo w
FOUNDATIONS, CONCRETE AND MASONARY: 1 MILE 3 FEET ° INSERT FLOOD ° M of W y
20 PSF 130vu1t NO NO FROM THE COAST B SEVERE HEAVY 15 YES 599 51 m I ►n > I W p O O
1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. BOF ZONE OR N/A to w (p
2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. co � � o i co > w w w
3. FOOTINGS TO REST A MIN 3'-0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO I a I Q p Z w W
(1 RISE MAX) MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS , CL , oo w 0 -� 0
4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON i ¢ i Q O 0 O
PLANS. (U.O.N.) n-
ALTITUDE INDOOR DESIGN o ti
WINTER SUMMER HEATING TEMPERATURE __I L
5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE -- -- -- -- -- -- - co O
FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE N 190 06' 50" E 90.00' U) T- CO
6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS.
7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 400 N 15°F 85°F 1.00 68°F 75°F 53°F PARADISE SHORES ROAD w
ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/11SPACE @ Z
2"
SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY W
8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING 0
3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. U)
3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 10°F 15 MPH 7.5 MPH 72°F MEDIUM (M) 45-55% 32 GR @ 50%RH 0 W () z M
9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH z J m N
MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. W Q o CN
10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. PLOT PLAN
11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1/4"=1'-0" w 0 c
EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE > w W O
W/WEEP HOLES @ 4'-0 O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. MEAN LOT AREA=12,665.2 S.F.
12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION
WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR W 0 Z w it
GROUND DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL PROPOSED DWELLING=1,425.8 S.F. Z =
FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED d TOPOG SPECIAL BORNE-BORNE FROST LINE HAZARD TEMP PROPOSED GARAGE=486.3 S.F. QI
SNOW LOAD SPEED CATEGORY TEMP INDEX p W U
CODE LIMITS. RAPHIC WIND DEBRIS 'WEATHERING DEPTH TERMITE REQUIRED PROPOSED COVERED PORCH 85 S.F. W W m r
13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. MPH EFFECTS k REGION
1 MILE 3 FEET MODERATE SEE W
PLUMBING, MECHANICAL, FUEL GAS,A/C: 20 PSF 130vult NO NO FROM THE COAST B SEVERE gpF TO HEAVY BELOW YES NO 599 51° O p w Z M
&FIRE ISLAND
1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 0 Q z
AND 2020 I.F.G.C.ALONG WTH THE LOCAL BUILDING DEPARTMENT. w w _j Q W ~ CO
2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. WINTER DESIGN TEMP: ° a v Q o) Lh
3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY DWG NO
SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°F COOLING
AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F,DRY BULB 89°F,WET BULB 75°(2020 IPC APPENDIX D)
4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B
SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND
5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF 12
PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE.
51'-4"
51'-4"
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INST LLED AS PER ivINSTALLE AS PER--'---- 1--------------------- ------- ---- -
___ _____________________________________________________________.R408,�__________- 2-NEW 052 DH WIN. NEW 6068 SLIDER NEW 36 2 DH WIN. NEW 305 DH WIN. NEW 305 DH WIN.
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0 2-13/4"x 14"LVL RIDGE o I 2-i 3/4"x i4"LVL RIDGE I FASCIA
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RI GE i ` i JIDGE `' `V v RIDE RIDGE `V v RIDGE I 3"CONTINUOUS SOFFIT VENT
PC AT11C ACCESS BACKED W INSULATION I I � R-19 BATT WALL INSULATION I i
/ ROST POS POST POST I
I AS PER 2020 IECC I I I I &RCLOSED CELL RAFTER INSULATION I SIMPSON STRONG-TIE H2 i
I � I I I PROVIDE AIR-SEALING AS REQ'D I � 1
I I I I I I @ 16"oc(EACH SIDE)
----y I I CLOSED CELL INSULATION TO BE VPC-HFO BY
I I I VICTORY POLYMERS.
oU) I o N I 'HOT-ROOF'INSTALLATION NO VENTING oU)
% w I ?' iaw I mw
tE
N L ROOI'i OVER ROO CONSTRUCTION Gil u- i �
N O ,�,��� I w �y'Qq N O I p� ?x1?, Cl,
A 2"x 8" 16"od 2"x 8"@ 16"oc s0�'ry� I o�� RIDGE `yq- I
— 5 W I ----------
x
�l ROOF RAFTER " ROOF RAFTERS �' I _________ _ POST �F
- ----------- -----------
p�Qy�� I `� �9T IIr---------- — ------------- --------------RS*----------- I i °
------
I I �� I ; °
OPENING AND CLEAR UNO RUCTE '
SERVICE SPACE AS PER M13�553 - -� i ; i j ; O
ATTIC ACCESS BACKED W/INSULATION ACCESS OPENING CONFOR TO I VINYL SIDING(AS SELECTED BY OWNER)
I R-3 RIGID INSULATION BOARD i I O0
�---------- --------------------- -----------�i AS PER 2020 IECC NEW YORK STATE R807 I �
t AND M 14012 I TYVEK BUILDING WRAP I t
C3
co o W i 2"x " I 1/2"EXTERIOR GRADE PLYWOOD SHEATHING o w
0 _ t 2"x 4"STUDS 16"oc I °
I i CT 16 oc i 31/2"BATT INSULATION R=15.0 --� i i z U)
_a - 112"GYSUM BOARD
°o � °o u I I 1 1 `�--------� O ch
I 2'xx 8"@13"oc x 2"x 8"@ 16"oc N o N o I 2"x 10"@ 16"oc 2"x 10"@ 16"oc N I 1 I . m N
RDF TERS `" ROOF RAFTERS i ROOF RAFTERS ROOF RAFTERS I SIMPSON STRONG-TIE FTA @ 16-oc OR I �� w `n
I I o I 1 114"x 20 GAUGE GALV.STRAPPING,
EXTENDED 12" BEARING FROM FLOOR
I `" I FRAMING EACH DIRECTION @ EACH STUD 1
L---------- ------------------------------------------------------ -----------1 x I 1 I i SEAL
D ARC
N.K.
2ri �
4 4
B A I 2"x "
I o
I1 a
CT 16 oc
p r � �~
fi i FOF NES
2"x 10"@ 16"oc o 2"x 10„@ 16 oc I j
I ROOF RAFTERS N ROOF RAFTERS
x
I I
I 1
I I
I I 314"SUB FLOOR GLUED AND NAILED i 00 w
o
FLOOR JOISTS(SEE PLAN)
L---------------------------------------------------------------� I `\ I ao w
BATT INSULATION(SEE PLAN) 00 _
o U
"SIMPSON"CMSTC16 COIL STRAP OR i
r-
11/4"x 20 GAUGE GALV.STRAPPING, -- m
STRAP EACH STUD 12"MIN.BEARING
WRAP STRAP UNDER SILL @ EACH STUD i ------ ;
PROPOSED ROOF PLAN 2"x4"SILL I ; ;;
I % O
i/4"=1'-0" 2"x 6"P.T.SILL j � w
ANCHOR BOLTS(REFER TO PLANS I p O O
FOR SIZE AND SPACING) i 1 ' _ >- >-
SILL SEALER
TERMITE SHIELD I twn Z w
1 I�p IIle Qn -JIL
GRADE °D j p j a O= j O=
#5 REBAR(112"DIA) = ino
THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE co
U) r m
I 1 (EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC
COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT.
8"POURED CONCRETE 111
FOUNDATION WALL 1/2"EXPANSION JOINT U
1.1 a z
11 W
16"x 8"DP.POURED CONCRETE FOOTING q a
IN O
a 11 e
m N
r.....d. _J J O N
J <
#5 REBAR(112"DIA) w 0
4"CONCRETE SLAB ON UNDISTURBED BASE w O
w 0
Z � (� Q
0 UI
W
� U �
TYPICAL WALL SECTION O
_
w O � Z c�
3/4"=1'-0" O w U w N
a v a- ¢ I— nJ to
DWG NO
3
121
2-NEW 13/40 x 14"LVL
2-NEW 13/4"x 14"LVL
NEW 2"x 6"COLLAR TIES @ 32"OCwz�����NEW 2"x12"RIDGE
NEW 2"X 8"EACH SIDE OF RAFTER THRU-BOLTED
/DECORATIVE TRIM @ 14'ABOVE F.F.
NEW 2"x 12"RR 16"oc NEW 2"x 12'RR 16"oc NEW 2"x 10"RR 16noc
NEW 2"x 12"RR 16"oc 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING
1/2"PLYWOOD SHEATHING #15 FELT #15 FELT PROPOSED #15 FELT
#15 FELT R-38 INSULATION W/ ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT
ASPHALT SHINGLES 1/2 GYPSUM BOARD.
------------------------ --
ATTIC STORAGE SHINGLES
NEW 2"x 12"RIDGE
--------------------- --------------- NEW 2"x 8"RR 16"oc R49 BATT WALL INSULATION
CATHEDRAL C E I L I N #15 FELT 1/2"PLYWOOD SHEATHING &R-30 CLOSED CELL NEW 2"x 10"CEILING JOISTS @ 16"OC PROVIDE AIR SEALING ASR RAFTERINSULATION D ULATION
ASPHALT SHINGLES CLOSED CELL INSULATION TO BE VPC-HFO BY
n NEW 2°x 10"CEILING JOISTS @ 16"OC
HOT-ROOF"NO VENTING VICTORY POLYMERS.
R-30 CLOSED CELL SPRAY "HOT-ROOF"INSTALLATION NO VENTING
NEW 2-2"x 6"TOP PLATE FOAM INSULATION IN RAFTERS R-38 INSULATION W/
CLOSED CELL INSULATION TO BE VPC-H 0 BY 1/2"GYPSUM BOARD. NEW 2-2"x 6"TOP PLATE i i NEW 2-2"x 6"TOP PLATE
%qCTORY POLYMER-S. 44y*firr
NEW 2"x 6"STUDS 16110C - NEW 2"x 6"STUDS 164oc HDR AS PER PLAN NEW 2"x 6"STUDS 16"oc
1/2"CDX PLYWOOD SHEATHING R49 INSULATION W/ v R-19 INSULATION W/ 2-2"x 10"HEADER WRAPPED WATERTIGHT 1/2"CDX PLYWOOD SHEATHING R49 INSULATION W/ 1/2'CDX PLYWOOD SHEATHING
VAPOR BARRIER 1/2"GYPSUM BOARD. 1/2"GYPSUM BOARD. NEW 2"x 6"CEILING JOISTS @ 16"OC VAPOR BARRIER 1/2"GYPSUM BOARD. R49 INSULATION W/ VAPOR BARRIER
R-3 RIGID INSULATION BOARDF R-3 RIGID INSULATION BOARD 1/2"GYPSUM BOARD. R-3 RIGID INSULATION BOARD
COLUMN ENCLOSURE DECO o SIDING AS SELECTED BY OWNER
SIDING AS SELECTED B'YOWNER KITCHEN LIVING R SIDING AS SELECTED BY OWNER BEDROOM �, CLO BATH CLO BEDROOM
CATHEDRAL CEILING CATHEDRAL CEILING
3/4°SUB FLOOR GLUED AND NAILED 3/4'SUB FLOOR GLUED AND NAILED 9'CEILING HT. 9'CEILING HT. 9'CEILING HT. 3/4"SUB FLOOR GLUED AND NAILED z
NEW 2"x 12"FLOOR JOISTS @ 16"OC 2"X 10"P.T.LEDGER BOARD LAG BOLTED NEW 2"x 12"FLOOR JOISTS @ 16"OC NEW 2"x 12"FLOOR JOISTS @ 16"OC
TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. 00
SILT.SEALER R-38 INSULATION W/ AS PER TABLE 507.2 SILL SEALER SILL SEALER O
TERMITE SHIELD TERMITE SHIELD TERMITE SHIELD F-
1/2"GYPSUM BOARD. NEW 2"x 8"FLOOR JOISTS @ 16"OC ANCHOR BOLTS 2"DIA x 8"LONG @ V oc MAX1. ANCHOR BOLTS 1 2"DIA x 8"LONG @ 8'oc MAX 0
ANCHOR BOLTS 1/2"DIA X 8"LONG @ 8'OC MAX _ 1/ /
2"x 6"CCA SILL 2'x 6"CCA SILL
n n W
NEW 2-2"x 10"GIRDER 1 FX= 2 x 6 CCA SILL
R-30 INSULATION R-30 INSULATION44; GRADE GRADE R-30 INSULATION R-30 INSULATION GRADE z
O
CRAWL GIRDER AS PER PLAN CRAWL CRAWL CRAWL > In
4"x4"POST ANCHORED ON W '
14"0 x 36"FTG.BELOW GRADE
..
NEW 8"CONC.FOUNDATION WALL AND 40-6"ABOVE GRADE
SEAL
NEW 8"x 16"CONC.FOOTING
NEW 2"CONC.F'ATSLAB NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL 5 �NDK.TFye
R �tii
NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING
c� �`�
NEW 2"CONC.RAT SLAB NEW 2"CONC.RAT SLAB NEW 2"CONC.RAT SLAB Zi
r �
(.Pqr o �o
SECTION VIEW A. SECTION VIEW B F of NES
1/4"=1'-On 4 1/4"=V-0" 4
_co O
M W
� Y
i U
00 W
00 S
0? U
M
CO
O
W
�1 4"0 VENT THROUGH ROOF ami W
ROOF i
O
Will o w
i coz Xz
Table P3201.7 o a of
SIZE OF TRAPS FOR PLUMBING FIXTURES I I � a 0 0 0
CO
TRAP SIZE m O r`
PLUMBING FIXTURE j �, � m
(MIN. IN.) PLUMBING
2" 1 2"0 VENT 2"
BATHTUB (with or without 1.ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV.
-------r-------1--- ------1----------1 r--- ---r-----,-------I-------i
shower head and/or 1 1/2 2.ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. i 11/2" I 1 1/2" I 1 1/2" I 1 1/2" I 1 1/2" I I 1 1/2" 1 112" i / W
whirl ool attachments Z
Bidet 1 1/4 3.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, I W.c. uv NEW IOTCHEN uv uv W.C. I /
ALL SOLDER SHALL BE LEAD FREE. I D.W. WASHER I / Q
Clothes with standpipe 2 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2"INSULATION. srlowER 2" SHOWER / F.AI.
5.ALL FIXTURES SHALL BE AS SELECTED BY OWNER. 1 ST FLOOR o
Dishwasher(on separate trap) 1 1/2 j W Z W J m 0
STATE BUILDING AND ENERGY CODE. C.O. C.O.
6.ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT.,
Floor dratin 2 2' 2' 2 2 2 C.O. / — _1 O N
— J �
Kitchen sink(one or two TO APPROVED SANITARY W O
traps, with or without j SEPTIC SYSTEM. i0 O
dishwasher and food wase 1 1/2 Sec.P3103.1-Roof Extensions
disposer) Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated 4 0 C.I. W C) O
Laundry tub 1 112 snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, C
one or more compartments) Pi
observation deck or sunbathing deck or for simple purposes,open vent pipes shall terminate not less than C.I.House Trap In
Pt W/Stl Cover W O Z w �I
1 1/4 7'-0"above the roof. Z = Ur Q
Lavatory _ <I
Sec.P3103.2-Frost Closure
ower ase on a totai W W (n rn
flow rate through Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or WATER SUPPLY&DISTRIBUTION NOTE: to W W
showerheads and bod s ra s) wall shall be no less than 3 inches in diameter.Any icrease in the size of the vent shall be made not O t7 U Q
y P y
Flow rate: less than 1 foot inside the thermal envelope of the building. 1.SERVICE FOR NEW BATHROOM'S WILL BE TAKEN H- w
5.7 m and less 1 1/2 FROM THE EXISTING WATER SERVICE. W '0L_
1 Q Z M
gP
more thar. 5.7gpm up to 12.3gpm 2 p w v
more than 12.3gpm up to 2 5.8 gpm 3 2.WATER DISTRIBUTION PIPING&FITTING SHALL n Z � _ = w i
more thar. 25.8 m u to 55.6 m COMPLY WITHRC.O.ATE TABLE ABLE WATER � _, Q W W �- M
DISTRIBUTION,FOR MATERIALS 8 TABLE P2904.& Q I"- n
gP P gP 4
PIPE FITTINGS,FOR MATERIALS.
DWG NO
4
12
RIDGE HT. RIDGE HT.
NnAr nor c�un�
EW�SP
RIDGE HT. Irl I GI ES GEN
----
AS N'
12
N -bHlNtiLhb —110
---RIDGE ----T. CA MN 12
N FW SI N
12 12
C N' FEt OW E
WINE I
IE 11 SIlMAL
c\l CEILING HT00 ------.-- N CEILING HT
_ __ 04
E I OW 4Er
oll
NEIN SIE IN oll
SELECT D S a, WINDO HT.
WINDOW HT. E OWE ---- ---
3 52 H 3 5 D NE
52 H 3 2 H
3
N W N WI DO
r--NEWSIDING
SELEcrEDAS
f-
PEF 0 NE
D (--NEW SIDDG
SE LE TED
PEROWNER
F.F.HEIGHT - � l�l F.F.HEI T -
GRADEI FAE � GRADE GRADE GRADE
o i NEW 8"CONC.FOUNDATION WALL i i i i NEW 8"CONC.FOUNDATION WALL q NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL
I I I t I I M I I ch
B.O. OOTING NEW 8"x 16"CONC.FOOTING - r------------I r-- r NEW 8 x 16 CONC.FOOTING B.O.F OTING NEW 8 x 16 CONC.FOOTING NEW 8 x 16 CONC.FOOTING B.O.FO NG
O
Z4'r x 4" POST ANCHORED ON o
14"0 x 36"FTG. BELOW GRADE D
AND 4"-6"ABOVE GRADE z u
o M
c N
W �
PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION
114 11-0"
- SEAL
EDARcy
�5 ,\_N.K. TF
o ,
r r
F 0 F N E`N
RIDGE HT. RIDGE HT. 00 p
— --------------------------------- -----------------
M w
._ r U
00 w
00 =
o0 U
r
N
rm IL-
:L2 WI n _ Q
-
101 - O0
YE N SIIG 0 O
SNERS
E 0 Ew ec _ }
w wo w
En � z
-i w
co
CEILING HT. cn d F- U)
-------- -- N O _ }
T7 M
WINDO HT. WIN OW HT.
---- --- ---- ---
NW NW NI ElY NIW NI N W
3 52 H 3 52, H SLIDER 3 52 W 3 N2 H ! 00 3 N D U
4N N Z
W
o oPER SIDINGDVINER U)
l (o
r r
ti
(9 W o
N S DIN SEE J TED S Z of m 0
SEL D PE WN -1 C) -� o N
N IDIN PER 0 NE W Q
SEE TED S F.F.HEI T F.F. EIGHT N SI 1 G O
PE WNE --- - -- -------- -- P R 0 NRS W 0 O
w
GRADE GRADE GRADE 0 ,O i
Z w _
I NEW 8"CONC.FOUNDATION WALL I I I I NEW 8"CONC.FOUNDATION WALL t q o NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL
______________ i i i I I I W W W
1------------.----------------------------------^---------^---------- ---------------------------------------------------------------------------- -----------
---- -------------------------------
------------- L ------ -r
NEW 8"x 16"CONC.FOOTING r , NEW 8"x 16"CONC.FOOTING -� B.O.FO ING B.O. DOTING r NEW 8"x 16"CONC.FOOTING ----------^-------------NEW 8"x 16"CONC_FOOTING ----------L NEW 8"x 16"CONC FOOTING 0 v 0
L-------------------------------------------------------- -----------------------------------� —
------------------------- --------------
U IL QQ w Z co
Z,
4"x 4" POST ANCHORED ON ° !P Q L) WA M
14"0 x 36"FTG. BELOW GRADE a � " � Q ~ �
AND 4"-6"ABOVE GRADE DWG NO
PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION
5
1/4"=1'-0"
2
ICE SHIELD: ALCOA RIDGE VENT.INSTALL
2 LAYERS OF UNDERLAY'MENTS CEMENTED
AS PER MANUFACTURES SPECS.
TOGETHER OR SELF-ADHERING POLYMER
MODIFIED BITUMEN SHEET. i ROOF SHINGLES "
I 1 AIR SPACE
I #
1"x 2"BLOCKING. 15 FELT PAPER
ROOF SHINGLE. 11/4"x 20 GAUGE GALV.
— I
1/2"CDX PLYWOODSTRAP(TYP.)WITH(6)8d
PLYWOOD SHEATHING. COMMON NAILS IN EACH
I END OF STRAP.
I
#15 FELT PAPER
1 1/4"x 20 GAUGE GALV.
STRAP(TYP.)WITH(6)8d
— COMMON NAILS IN EACH
END OF STRAP.
..
SIMPSON
24"MIN. H 2.5A CLIP
ALL FASTENERS SHALL BE INSTALLED WITH STRICT D p
ACCORDANCE W/MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG.
PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE
END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN
STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION
ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS
ACCORDANCE W/MANUFACTURER SPECIFICATIONS END OF STRAP.
LSSU "SKEWABLE"CONNECTOR
DETAIL "A" A& D ETA I L "B„ BY SIMPSON OR APPROVED EQUAL. ® D ETA I L "C" D ETA I L "D"
ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S.
R.905.1.2 R.802.3 R.802.3.1
R.802.3.1
R.802.3.1 R.802.5.1(9)
R.802.5.1(9)
L/4 MAX. L
5/8"TYPE"X"GYPSUM BOARD
24"MAX CAN'T
5/8"TYPE"X"GYPSUM BOARD 1,4., 3"
NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"x 4" FRAMED WALL. (TYPICAL)
STRAP DOWN WALL STUD WRAPPED
TO UNDERSIDE OF FLOOR JOISTS& SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR.TION SHALL L FLOOR CAVITY M 0
BACK DOWN WALL STUD PARTITION. R-15 MINERAL FIBER INSULATION
BETWEEN HEATED&NON-HEATED THOUGH BOLTS 1'4"
SPACES, HEADER
111/2"INSULATION STEEL PLATE
FIBER STRONG RIM BOARD BY
MANUFACTURER @ END OF JOISTS.
11/4"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT Z
11/4"x20 GAUGE GALV. STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS 3:
STRAP(TYP.)WITH(8)8dCOMMON NAILS IN EACH AS PER PLAN 0
COMMON NAILS IN EACH END OF STRAP.UP AND O
END OF STRAP. OVER FL JOISTS&DOWN
WALLSTUD
w
AS PER PLAN
DETAIL "E" DETAIL "F " DETAIL "G" DETAIL "H" T N
CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2"=1'-0" FIRE SEPARATION @ GARAGE WALL N.T.S. HEADER Wl STEEL PLATE DETAIL 1/2"=1'-0" W
SEE TJI DETAILS ON SHEET#17 SEE TJI DETAILS ON SHEET#17 1 HOUR RATED w
UL Design No.U333
_f
SEAL
SHEATHING NOTE RED ARC,y
SIDING ALL STAIRS,HANDRAILS& �`� ��N.K. TFC /
FLASHING — CONTINUOS VENT RAILINGS SHALL COMPLY
U W/RCNYS SEC.R-311 &R-312 41
z 411
cl
1/2' M z w HARDWOOD OR STEEL HANDRAIL j y
BACK-FLASHING —1 114 AIR SPACE v
W/1 112 MIN.FINGER CLR.AND NOT
1/2"MIN. BLANKET INSULATION5o p TO PROJECT MORE THAN 4.5" OF NE
3/4"AIR SPACE io o FROM THE WALL.
0
ROOF RAFTER w_ w
3/4"0 LAG BOLTS TOP - 00
BOTTOM @ 24"O.C.MAINTAIN o
2"EDGE @ END DISTANCES.
999 WOOD STRINGER,
M TREADS,&RISERS
a0 p
PRE-MOLDED M w
r; v
EXPANSION JOINT. 00 w
1 1/4"NOSING co U
M
DETAIL "J" MINIMUM WIDTH OF STAIRS TO BE T-0" co
ROOF VENTILATION N.T.S. DETAIL "KII
0
Q
STAIR AND RAILING DETAIL N.T.S. O
w
00 O
12 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER o z z
D 5 R .R ./C.J. TO DWELLING o
ROOF CONNECTION CONNECTION DETAIL a o _j W
-- 2"x 10"FLOOR JOISTS Q O O
11 TECUS a-
2"x6"R.R.@ 16"O.C. o
2"x6"R.R.@ 16"O.C. HEADER AS PER =) LO
0)
310d COMMON PLAN vm
112"LAG.BOLT SI SON
@ 24"O.C. i S PING @ 16" W
2"x6"CJ.@ 16"O.C. EEA FILLER TRIP 6-8d COMMON SIMPSONi E z
2-2"x10"HEADER — 6"x 6"P.T.SOLID WOOD POST
112"LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY
COV. @ 24"O.C. SIMPSON STRONG TIE
PORCH TECO'S (9 W U cj M
Z w _j m o
_! O 04ABU46 POST BASE 5/8" W Q
ANCHOR BOLT
2"x6" DECORATIVE MOLDING PSON QDECKING
� O
SEE DECK LATERAL ATTACHMENT 2"x6"DECKING 4"x 4"POST ANCHORED IN STRAPPING ® 16'
8"x 36"FTG.BELOW GRADE W 0 O
DETAIL ON SHEET#12
2"x 6"FLOOR JTS @ 16"O.C. AND 4"-6"ABOVE GRADE VO LAG SIMPSON 1r'
6-8d COMMON BOLTS @ 16" EA. W ° z w
_ p 6-8d COMMION HGR. ® 1 fi (D
a •. V
n . cnl �
• 112 LAG.BOLT 3-10d COMMON n AB POST BASE BY SIMPSON jJ W Fn
@ 24"O.C.
FILLER STRIP d W
' TECO'S U IL w Z M
GRADE 5/8"ANCHOR BOLT O ~
DETAIL "N" DETAIL "0" � ° z = _ "
w Q v W �I M
FLJ TO DWELLING @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL PORCH1RAFfER/GIRDEROONNECTION DETAIL N.T.S. POST CONNECTION DETAIL a O- 0 a_ c � n >n
. CONNECTOR POST W/CONC. CONNECTION DWG NO
DETAIL "M"
6
PORCH CONNECTION DETAILS N.T.S.
12
THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE
INSTALL 1"RIGID INSULATION
CUT TO FIT BETWEEN THE RAFTERS.
FOAM SEAL BOTH SIDES ALONG ��' CONTINUOUS BEAD
RAFTER NTH EXPANDING FOAM SEALANT. OF SEALANT
ENERGY CODE COMPLIANCE FOR. EXISTING BUILDINGS MANDATORY REQUIREMENTS MAINTAIN EQUAL VENT SPACE ' VENTED AIRSPACE _
FOR LENGTH OF RIGID INSULATION CONTINUOUS BEAD
CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. OF SEALANT
SEC.C501.1: SCOPE -ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS Arnc INsuLATION
C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH \L-:::CONTINUOUS
CONTINUOUS MINIMAL
SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD EXPANDING FOAM AT
SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.48 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL 1"RIGID ' AS AIR BARRIER WINDOW PERIMETER
INSULATION VERTICALLY TO ' - ---- ---- - BEAD
CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - CONNECT INSULATING SHEATING OF SEALANT
TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. TO RIGID INSULATION BAFFLE CONTINUOUS BEAD
SEC. R403.1: HVAC CONTROLS - COMPLIES OF SEALANT
SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS
SEC C502.1: GENERAL - COMPLI17S SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL
EXPANDING FOAM AT WINDOW UNIT AS
SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A
SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER
SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO CONTINUOUS MINIMAL
SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS -COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. EXPANDING FOAM AT
C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 1 112"RIGID INSULATION WINDOW PERIMETER
SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. CONTINUOUS BEAD
SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C4O5.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE OF SEALANT
SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL WINDOW UNIT AS CONTINUOUS BEAD
AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER OF ADHESIVE
SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD
SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT OF SEALANT
SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING £t EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER
SEC.C503.3: BUILDING ENVEL013E - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN
THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM » » OF SEALANT BEAD N
SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY DETAIL A CONTINUOUS BEAD
INUOUS
SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. OF ADHESIVE
SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. V EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD
SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT OF SEALANT , OFSEALANT
BEAD
SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT
SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS It INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER
SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. /��///� -FULL WIDTH OF MUDSILL
TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION ,,,,� AIRB RRIONWALLAS
�, //�// AIR BARRIER
' CONTINUOUS BEAD %/�\//�\ CONCRETE SLAB AS
' AIR BARRIER
OF SEALANT
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA VENTED AIRSPACE
ATTIC INSULATION
A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or
the building envelope. a sealing material. narrow cavities shall be filled by insulation
Narrow cavities INSTALL 1"RIGID ROUGH CUT
The exterior thermal envelope contains a that on installation readily conforms to the -- - ---- ---- -
General requirements AROUND VENTILATION CHUTE t
continuous air barrier. available cavity space.
Breaks or joints in the air barrier shah be -AIR SEAL PERIMETER WITH
EXPANDING FOAM SEALANT � I
sealed. Air sealing shall be provided between the
AIR SEALING DETAIL "B"'�/
The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit Garage separation garage and conditioned spaces.
shall be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT
gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures Walled in the building N.T.S.
Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be airtight and IC
Access openings,drop down stairs or knee drywall. rated. 1 112"RIGID INSULATION
wall doors to unconditioned attic spaces
shall be sealed.
Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL
The junction of the foundation and sin plate Cavities within comers and headers of frame around wiring and plumbing in exterior wags,Plumbing
shall be sealed. walls shall be insulated by completely filling Plumbing and wiring or insulation that on installation shall
readily EXTERIOR INSULATED WALL
The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend O
exterior walls shag be sealed. resistance of R-3 per inch minimum. behind piping and wiring. F-
Walls Knee walls shall be sealed. O
Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs » » RIGID INSULATION SHEATHING 1--
wags shall be installed in substantial contact Shower/tub on exterior wag adjacent to showers and tubs shall separate shall be insulated. DETAIL C
"R-VALUE/THICKNESS PER CLIMATE 0
and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) W
1" RIGID INSULATION AS ATTIC EAVE N.T.S
The space between window/door jambs and The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER cn z U)
framing,and skylights and framing shall be Electrical)hone box on exterior wags electrical or communication boxes or U
Windows.skylights and doors P
sealed. air-sealed boxes shall be installed. 2 N
HVAC register boots that penetrate building LO
Rim joists Rim joists shall include the air barrier. Rim joists shag be insulated. HVAC register boots thermal envelope shall be sealed to the �
1
subfloor or drywall. 2X LEDGER ON TOP OF
RIGID INSULATION
The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL
exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire ED A R�
the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner ATTIC INSULATION 5� N.K.
Floors(including above garage and framing cavity insulation shall be permitted that is recommended by the manufacturer.
o be in contact top acwith the op se oConcealed sprinklers cantilevered floors) tP� Caulking or other adhesive sealants shag not 14v
sheathing,or continuous insulation installed onbe used to fig voids between fire sprinkler g o
the underside of floor framing and extends cover plates and wags or ceilings. WOOD TRUSS FRAMING �- �' "•' '` o
from the bottom to the top of all perimeter
floor framing members. SHEATH INTERIOR OF
ATTIC ACCESS TO P \�
+1"OF INSULATION LEVEL r-------- i O
Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue I qT
Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION F C F N E�
with overlapping joints taped. the crawlspace walls. space shag be sealed.
ACCESS PANEL
DRAW ACCESS PANEL
TABLE R402.1.2 WITHERMETER SCREWSG
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTaFINISHED CEILING TRIM ASREQUIRDED
Ll
GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACE c
CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL "` _ DETAIL "D" DETAIL "Ell 00
ZONE U-FACTORb U-FACTOR SHGCbe R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE - co)M w
40.32 0.55 0.40 49 20 OR 13+5h 6n3 19 10113 10.2 FT 10113 - - ` `'^� ,n> w' AIR SEALING AT ATTIC HATCH H FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S IIIc6
RIGID INSULATION SHEATING
5 0.30 0.55 NR 49 20 OR 13+5h 13117 309 15/19 10.2 FT 15/19
20+5I 1
6 OPTION 1 0.30 0.55 NR 49 OR h 15/20 30g 15/19 10.4 FT 15119 I I
13+10 I 1
Q
6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 30g 15119 10.4 FT 15119 r I 1 O
-- Of
W Y Y
NR=Not Required.
For SI:1 foot=304.8 mm. �- -� ATTIC INSULATION O O O
PREFAB
). { FIREPLACE UNIT
t SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED U) Z pZ
A. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.MERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN i �
THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. j RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" Q 0 J LL
B .THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. O < O
C. "10113"MEANS R-10 CONTINUOUS INSUILA11ON ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT Q 0
INSULATED EXTERIOR a- _ 1:WALL."15/19"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE STUD WALL p ~ _ U)
BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15119"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 0
t-- y-
CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. O N Q
INSTALL INTERIOR
D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. v r- m
SHEATING PRIOR
AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. INTALLATION OF PREFAB MECHANICAL LATCH TO
E. RESERVED. FIREPLACE UNIT
F. RESERVED. ATTIC FLOOR FRAMING PRESSURE SEAL AT W
G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. WEATHERSTRIPPING (�
H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION z
PLUS R-ALLSS CONTINUOUS
ALL BE INSULATION.ON. AIR SEALED WALL O o 0
I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE
INTERIOR OF THE MASS WALL. N.T.S. COMPRESSIBLE WEATHERSTRIPPING (D W V Z M
0
MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT AT PERIMETER OF ENCLOSURE z Q J O O
N
-3 N
TABLE R402.1.4 a ATTIC INSULATION 0 ° DOWN STA MANUFACTURED PULL W O
EQUIVALENT U-FACTORS ATTIC TRUSS
WOOD FRAME FLOOR ASSEMBLY O Q W W -
W ( O
BASEMENT CRAWLSPACE
CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR
WALL WALL - �-
ZONE U-FACTOR U-FACTOR IU-FACTOR U-FACTOR U-FACTOR W 0
b z
a z U-FACTOR U FACTOR U FACTOR w I1
= _I
4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 = - e " » » 0 (n (' U
CCDETAIL H
5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 - W W co
- - - - LLJ
6 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S U) w I0
EXPNADING SEALANT AT PEIMER
A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. TEd' w1- I=
B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.WHERE MORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING OW _ = Iw- I
INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT MARINE,0.0651N CLIMATE RECESSED LIGHTING FIXTURE X Q X W Q)
ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6.
tL Q. U Q I- p
C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT
NOT EXCEED 0.360. DWG NO
.� DETAIL "F" .ens. DETAIL "G" 7
AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S
MANUFACTURED FIREPLACE ASSEMBLY 12
FIGURE R602.10.7
END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED
BRACED WALL LINE BRACED WALL LINE
N I J
RETURN HOLD-DOWN
W o1 W� BWL A PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANEL AT
BWL A n r' "'
END OF BRACED WALL LINE END OF BRACED WALL LINE
� -- --a�1 --- ---i--- - -------- - ------------- ---------- I i ao�o - ------ z END CONDITION 1 END CONDITION 2
z 3f1 1 1 I 1 , r--------- 1 1 o
O _ Ip 1 1 1 ' I I I I I I Wmi—
rE PR
W 9 p P
LU 1 1 I
Z �N1 -------------------------- , 1 �'n O
00�; I i I mQ z CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED
W 1 I 1 I i I ij QQ "' BRACED WALL LINE BRACED WALL LINE
1 0 I I 1
I I I I
I
1
I I I I I I 11 O L--------- 1 i
II I I I I I I I �
i 1 I I I I I I ' I I I
Bo I I I I t l I I
I I I I 1 1 r --- -1 , �
, 1 1 1 I I I I I ► I '
I I 1 1 I I I I I 1 El El
I 1 0
II II II I 1 '---------------------------� 1 -1
RETURN
1'J�O-, I i i i i i i i I I i i 48"MINIMUM BRACED WALL PANEL PANEL D 1 \-nRST BRACED
Ja, I AT END OF BRACED WALL LINE YNfALL PANEL
*SEE REQUIREMENTS END CONDITION 4
O ftl END CONDITION 3
z0 N a=1 / 1
U m to I I 1 1 I I I I °
,� I-`- -I - - - - - +-I- - - - -t� - - - - -+ � - - - - - - - - - --- - - - - - - - - - -- -
1 o REQUIREMENTS
LuN CONTINUOUSLY SHEATHED
�" t `� 1 1 1 I I I I "'`a ft RETURN PANEL:24"FOR BRACED WALL LINES SHEATHED WITH
0 1 1 , t I I t I I J _ Z BRACED WALL LINE
1 I I I I I I I 1 Qao _ o
3 WOOD STRUCTURAL PANELS 32"FOR BRACED WALL
o E
. I I 1 1 I I ' 1 0� o LINES SHEATHED WITH STRUCTURAL FIBERBOARD
L----y
LLJLLI (V Z
DISTANCE D:24"FOR BRACED WALL LINES SHEATHED WITH
O 1 ii ii ii
O°a W WOOD STRUCTURAL PANELS 32"FOR BRACED WALL Z
1 I I I I 1 1 4ru
I I I I I I I No LINES SHEATHED WITH STRUCTURAL FIBERBOARD 0
1 I I I I I I I
, -------------- 1--
0 O
I I I 1 1 I I m
I I 1 I I I 1 I I HOLD-DOWN:800 lbs CAPACITY FASTENED TO THE EDGE OF THE
p
LJ LJ LJ DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AND[ILI E �
/ 1 TO THE FOUNDATION OR FLOOR FRAMING BELOW D
I � En--------�� Z
HOLD-DOWN
DEVICE FIRST BRACED > N
1
WALL PANEL w ti
1 1 I I END CONDITION 5
BWL C FOR SI:1 INCH=25.4MM,1 FOOT=304.8 MM,1 POUND=4.48 N SEAL
BWL C ---- ----- -- ------ --��-- ----- ft ED A
-- ---- ---- - , --- -------- 1 i 3 o \����N.K. TFy
InJ0� I 11 taw
ft R o p 4
z a rn i 1 i I I 1 JGo0 _m o
0 O Lutz1 , 1 I ( ( 9Q
Z U W I 11 1 ' Nu.l
o "v axl +� 1 ' I I o s _
zBWL C !0 ; 1 I -- - — }---- --- - --- - ------------ 1 -- - - BWL C
W 9;-r
------------------- ---- L O C Q
W
-- -- o ' -- --- 1 F OF N E�
I
JI JI I o
I
1 '
I I
Ico
i M W
Y
I ob III
co X
C? U
1 WO
N� N FIGURE 11602.10.2.2 M
m
J Q,r i ,i is LOCATION OF BRACED WALL PANELS
z _ o� o FOR SI:1 FOOT=304.8 MM
O Wru1 11 1 1 1 Uw
Z o SNI 11 1 1 1 min O
O m 1 1 1 1 1 1 m9 Q Q
C3 BWL D 9 a 1 1 4a BWL D-- W
z - --- --- ------ ---- ------ ---- o - W Y Y
W ---
O W Q.
M i J I 00 O
m ! m ! U) � �
10' MAX 20'MAX 10'MAX J cWi) Z z
J W
BWL 3 Q w o Q o
-- BWL2 - BWL1 Q d Q � �
_j a' I- D cn
Lo
co
O
1 04
0
U �
C) W
m
N U
FIRST FLOOR BRACING PLAN
o
1/4"=1'-0" I i (n
_ -
BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10)
N (� W O cO
! I Z J m o
IST FLOOR
N
I 1
J a � 0N
BRACED WALL LENGTH = 9.5 W c� 0
ADJUSTMENT FACTOR = 1.00 I m w �
—_—_ _---_ _—_I _—__3 CD ^ W 0 Z w 0
ADJUSTED BRACED WALL LENGTH — 9.5 -
Z U) 0Q �
MINIMUM BRACED WALL LENGTH = 24"
20'MAX 20'MAX _ I. W W c/) U) �
W
NOTE:CONTINUOUS SHEATHING � �_ � Q
AS PER TABLE 11602.10.5
METHODS REQUIRE ALL FRAMED
PORTIONS OF THE BRACED F' 0 U
WALL LINE TO BE SHEATHED. Lu 0 Z _ = N
JQ W ¢� M
a. a U CL ¢ �- 0 Lo
0
DWG NO
e
8
12-1
2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE
2020 RESIDENTIAL CODE OF NEW YORK STATE
TABLE R602.10.3(1)
NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND
ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED
EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS
ROOF FLOOR 30- FOOT MEAN ROOF HIEGHT
10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE
48d box(2112"x 0.113")or
48d box(2112"x 0.113); or 2 BRACED WALL LINES
3-8d common(2112"x 0.131") ;or
1 Blocking between ceiling joists or rafters to top 3-8d common 2112"x 0.131" :or Toe nail 21 Joist to sill,top plate or girder Toe nail ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS
late ( ) 3-10d box(3"x 0.128");or
P 3-10d box(3"x 0.128"):or 3-3"x 0.131"nails WIND SPEED STORY LOCATION SPACING b DWB, WSP ,SFB,
3-3"x 0.131"nails (MPH) (FEET)
METHOD LIB METHOD GB PBS, PCP, HPS, - ,CS-G,
BV-WSP ABW PFH CS-PF
4-8d box(21/T x 0.113")or 8d box(2112"x 0.113") 4"o.c.toe nail PFG CS-SFB c
2 Ceiling joists to top plate 3-8d common(2112"x 0.131"):or Per joist,Toenail
3-10d box(3"x 0.128"): 1 22 Rim joist,band joist or blocking to sill or 8d common(21/2"x 0.131");or 10 4.0 4.0 2.5 2.0
3-10 0.131"nails top plate(roof applications also) 10d box(3"x 0.128");or 6"o.a toe nail
20 7.0 7.0 4.0 3.5
Ceiling joist not attached to parallel rafter,laps 4-10d box(3"x 0.1281;or 3"x 0.131"nails 30 10.5 10.5 6.0 5.0
il 3-8d box (2112"x 0.113");or
over partitions[see Sections R802.3.1,R802.3.2 3-16d common(3112"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131");or face nail ] 40 13.5 13.5 8.0 6.5
and Table R802.5.1(9)] 43"x 0.131"nails LL
3-10d box(3"x 0.128");or 50 16.5 16.5 9.5 8.0
Ceiling joist not attached to parallel rafter
2 staples,l"crown,16 ga.,13/4"long 60 19.5 19.5 11.5 9.5
(heel joint)[see Sections 8802.3.1 and 8802 3112"x 0.135 ;or Blind and face nail
4 Table R802.5.1(9) Face nail 10 7.5 7.5 4.5 3.5
and Table R802.5.1(9)] 24 2"subfloor to joist or girder 2-16d common(3112"x 162' <120 20 14.0 14.0 8.0 7.0
5 Collar tie to rafter,face nail or 1 1/4"x 20 a. 410d box(3"x 0.128");or
g Face nail each rafter �= 20.0 20.0 11.5 9.5
ridge strap to rafter 3-10d common(3"x 0.148' ;or
43"x 0.131"nails 25 2"planks(plank&beam-floor&roof) 3-16d box(31/7 x 0.135");or At each bearing,face nail 40 25.5 25.5 15.0 12.5
2-16d common(3112"x 0.162") 50 31.5 31.5 18.0 15.5
3-16d box nails (3112"x 0.1135");or 60 37.5 37.5 21.5 18.5
6 Rafter or roof truss to glade 2 toe nails on one side and 1 toe nail 3-16d common 3112"x 0.162
3.104 common rials (3°x 0.148 ;or ( ") 10 NP 11.0 6.5 5.5
4-10d box(3"x 0.128"); or on opposite side of each rafter or 26 Band or rim joist to joist 41 Dd box(3"x 0.128");or End nail
43°x 0.131"nails truss 4-3"x 0.131"nails;or 20 NP 20.5 11.5 10.0
4-16d (3112"x 0.135");or Toe nail 43"x 14 ga.staples,7116"crown 30 NP 29.0 17.0 14.5
3-1Od common(31/2"x 0.1148"); or Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 18.5
410d box T x "0.128 ; or 20d common(4"x 0.192");or
( ) at top and bottom and staggered. 50 NP 47.0 27.0 23.0
7 Roof rafters to ridge,valley or hip rafters or 4-Tx 0.131"nals 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 60 NP 55.5 32.0 27.0
roof rafter to minimum 2"ridge beam 3-16d box(31/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides
2-16d common(31/2"x 0.1621;or layers And: 10 4.5 4.5 2.5 2.5
3-10d box(3"x 0.128'1; or 2-20d commonh
t d d
t nail F
192"4"x 0. ;or ace naaens anaeach
3-Tx 0.131"nails ( ) 20 8.5 8.5 5.0 4.0
WALL 3-10d box(3"x 0.128' ;or splice
3-3"x 0.131"nails 30 12.0 12.0 7.0 6.0
4-16d box (31/2"x 0.135' ;or 40 15.5 15.5 9.0 7.5
8 Stud to stud(not at brach wall panels) 16d common (31/T"x 0.167) 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(31/2"x 0.1671;or At each joist or rafter,face nail 50 19.5 19.5 11.0 1 9.5 2ND FL
Od box x 0. ;or 16"o.c.face nail 4-10d box(3"x 0.128");or 60 23.0 23.0 13.0 11.0
Tx 0.131"nails 4-3"x 0.131"nails
9 Stud to stud and abuttingstud at intersecting 16d box(3112"x 0.135");or 10 8.5 8.5 5.0 4.5
g 12"o.c.face nal 29 Bridging to joist 2-10d 3"x 0.128 Each end,toe nail
3°x 0.131"nails 9 9 J ( �
wall comers(at braced i'vall panels) <130 20 16.0 16.0 9.5 8.0
16d common(3112"x 0.162") 16"o.c.face nail
NUMBER AND TYPE 30 23.0 23.0 13.5 11.5
10 Built-up header(2"to 2"header with 112"spacer)
16d common(31/2"x 0.162") 16"o.c.each edge face nail ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0
12"o.c.each edge face nail Intermediate 50 37.0 37.0 21.5 18.0 1ST FL
16d box(31/2"x 0.135") g c e
Edges su ports ' 60 44.0 44.0 25.0 21,.5
11 Continuous header to stud 5-8d box(21/2"x 0.113");or toe nail (inches) �nches) 10 NP 13.0 7.5 6.5
48d common(2112"x 0.131' ; or
410d box 3"x 0.128" 20 NP 24.0 13.5 11.5
( ) Wood structural panels,subfloor,roof,and interior wall sheathing to framing and partideboard wall sheathing to framing Z
[see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0
12 Top plate to top plate 16d common(3112"x 0.162") 16"o.c.face nail 40 NP 44.5 25.5 22.0 O
10d box(3"x 0.128");or 12"o.c.face nail i �77 50 NP 55.0 31.5 26.5 F-
3"x 0.131"nails 6d common(2"X 0.113")nail(subfloor,wall) 0
Double top plate splice for SDCs A-D2 with 8-16d common(3112"x 0.162");or 30 2.._�" f 60 NP 65.0 37.5 31,.5
e 8d common(2112"X 0.131")nail(roof); 6 12 W
seismic braced wall line spacing<25' 12-16d box(31/2"x 0.135');or face nail on each side of end joint or RSRS-01;(2 e"x 0.113")nail(n>ofl J W
12-10d box(3"x 0.128' ;or (minimum 24"lap splice length each 10 5.5 5.5 3.0 2.5 cA
13 12-3"x 0.131"nails side of end joint)
Double top plate splice SDCs DD,D1,or D2; 8d common nail(2112"X 0.113"); 20 10.0 10.0 5.5 5.0 ZO
12-16d(3112 x 0135") 31 1" or RSRS-01;(2 2"x 0.113")nail(roof) f 30 14.0 14.0 8.0 7.0 co
and braced wall line spacing>25' _ 6 12 ? cv
z 40 18.0 18.0 10.5 9.0 [iu u7
14 Blocking between ceiling joists or rafters 16d common (31/2"x 0.162' 16"o.c.face nail 50 22.5 22.5 13.0 11,.0 � ti
to top plate 60 26.5 26.5 15.0 13..0
16d box(3112"x 0.135' ;or 1 T o.c.face nail
10d common(3"X 0.146')nail
3'x 0.131'nails 32 �"
15 Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.1351 ;or 3 each 16"o.c.face nail
or 8d(2?x 0.131")deformed nail 6 12 10 10.0 10.0 6.0 5.0 SEAL
blocking(at brace wall panel) 2-16d common(3112"x 0.162'1;or 2 each 16"o.c.face nail <140 20 18.5 18.5 11.0 9.0 ��R� ARO
61
4 4 each 16"o.c,face nail 30 27.0 27.0 15.5 13.0
3"x 0.131"nails N'K. T F ��
�;
48d box(2112"x 0.113' ;orto gd "
Other wall sheathing g 40 35.0 35.0 20.0 17.0 � Q I //' -A
50 43.0 43.0 24.5 21.0
3-16d box(31/2"x 0.135'1;or
4-8d common(21/2"x 0.131');or Toe nail 60 51.0 51.0 29.0 25.0
4-10d box(3"x 0.1281;or 33 11'structural cellulosic 1�galvanized roofing nail, y�,
16 Top or bottom plate to stud 43"x 0.131°nails fiberboard sheathing 3 6 10 NP 15.0 8.5 7.5CP
j"head diameter,or 1 T"long 16ga.staple q c: O
3-16d box(31/2"x 0.135");or with J"or 1"crown 20 NP 27.5 16.0 13.5 lF
2-16d common(31/2'x 0.162' ;or End nail 0 F N E�
3.10d box(3"x 0.128");or �"structural cellulosic 30 NP 39.5 23.0 19.5
34 32 1 t"galvanized roofing nail, 40 NP 51.5 29.5 25.0
3-3"x 0.131"nails fiberboard sheathing 3 6
�„ , 50 NP 63.5 36.5 31.0
3.10d box(3"x O.t28");or ,a head diameter,or 1�'long 16ga.staple
17 Top plates,laps at comer and 2116d common(3112"x 0.162");or Face nail with "or 1"crown 60 NP 75.5 43.0 36.5
intersections 3-3'x 0.131"nails
35 �'gypsum sheathing d 1 f"galvanized roofing nail;staple galvanized,
3-8d box(21/2"x 0.113");or TABLE 8602.10.3 2
18 1"brace to each stud and plate 2-8d common(2 112"x 0.131"); or Face nail 1�'long,l� screws,Type W or S 7 7 ( )
2-10d box(3"x 0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1.00
2 staples 13/4" 00 w
36 gypsum sheathing d 1 J"galvanized roofing nail;staple galvanized,
M Y
19 1"x T sheathin to each bearin 3-8d box(2112"x 0.113'1;or a 9 e Type ADJUSTMENT FACTOR a,b r`
9 9 1 "long, screws,T W or S 7 7 ao w
2-8d common(2112%0.131"); or Face nail ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION (MULTIPLY LENGTH FROM APPLICABLE METHODS 0 v
2-1od box(3"x 0.128' ;or TABLE R602.10.3(1)BYTHIS FACTOR]
2 staples,l'crown,16 ga.,1 314"long j
3-8d box(2112"x 0.113");or Wood structural panels,combination subfloor underlayment to framing B 100
ONE-STORY
3.8d common(2112^x 0.1311; or STRUCTURE C 120
3-10d box(3"x 0.128");or 6d deformed(2"X 0.120")nail; D 150
20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,13/4"long Face nail 37 and less 1
or 8d common(2 2 x 0.131")nail g 12B
D
100 Q
Wider than t°x 8^ TWO-STORY1 EXPOSURE CATEGORY STRUCTURE C 130 00
4-8d box(2112"x 0.113); or
3.8d common(21/2"x 0.131'1 ;or 38 8".1" 8d common(2 p x 0.1311 nail 160
D
W Y Y
3-10d box(3"x 0.128' ;or or 8d common(2 J"x 0.120")nail 6 12W
4 staples,l"crown,16 ga.,13/4"long THREE-STORY B 100 O O O
C 140 z
39 1�°_1 " 1 Od common(2 'X 0.1481nail; STRUCTURE D 170 W ww
or 8d deforomed(2�'x 0.120")nail 6 12 0.70
<5 FEET cn Z W Z
ROOF ONLY 10 FEET100 Q o � W
15 FEET 130 O Q O
20 FEET 160 a F- U)
<5 FEET ALL METHODS o = >.
0.85 toLO
m
2 ROOF EAVE TO-RIDGE ROOF+1 FLOOR 10 FEET 100
HEIGHT 15 FEET 115
2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET 130 W
2020 RESIDENTIAL CODE OF NEW YORK STATE 55 FEET 0.90 U
TABLE R602.3(3) TABLE R602.10.4ROOF+2 FLOORS 10 FEE' 100 15 FEET 110 W
REQUIREMENTS FOR WBRACING METHODS WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 20 FEET NOT PERMITTED
Continuous Sheathing Method 8 FEET 0.90 0W co
W
CO
MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN CONNECTION CRITERIA 9 FEET 0.95 Z W J m O
NOMINAL PANEL NAIL SPACING WIND SPEED V ult 3 WALL HEIGHT ANYSTORY 10 FEET 100 J p -� o N
STRUCTURAL PANEL MAXIMUM WALL (mph) METHOD, MATERIAL 1 CK URE ADJUSTMENT J
PENETRATION PANEL SPAN THICKNESS STUD SPACING corn exposure category Fasteners Spacing 11 FEET 105 W Q 121-
SIZE
N
SIZE (INCHES) RATING (INCHES) (INCHES) EDGES FIELD 12 FEET 110 0
(INCHES O.C.) (INCHES O.C.) B C p O
6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 Exterior sheathing per 6"edges 12"field 2 100 I0 W O
(2.0"x 0.113") CS-WSP Table R602.3(3) NUMBER OF BRACED 3
s^ 4 WALL LINES(PER PLAN ANY STORY 130 0 (�
.; � II
Continuously sheathed 1/2 _= DIRECTION)c 4 145 W Z w
16 6 12 170 140 135 Z 5 160 Z =
8d COMMON Interior sheathing per Varies by fastener (' Q �-
8d x 0.131") 1.75 24/16 7/16" Wood structural panel = ' u)
p Table R602.3(1)or R602.3(2) FASTENED M THE END D
24 6 12 140 115 110 v7
F '+`'�`- -'�"+ ''�`'�`' STUDS OF EACH BRACED DWB,WSP,SFB W W 11[
5 ADDITIONAL N DEVICE TOP STORY ONLY WALL PANEL AND TO THE 0.80 PBS,PCP,HIPS, � 0
HOLD-DOWN DEVICE
FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 mils. FOUNDATION OR FRAMING BELOW V a- � w Z CO
A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with O Z _ = W N
panel strength axis perpendicular to supports. DWB,WSP,SFB
OMITTED FROM INSIDE FACE Q w W M
B.Table is based on wind pressure acting toward.and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in 6 INTERIOR GYPSUM BOARD ANY STORY OF BRACED WALL PANELS 140 PBS,PCP,HPS,CS- a a- v CL ¢
accordance with Section 8602.10. FINISH(OR EQUIVALENT) WSP,CS-G,CS-SFB
C.Wood structural panels with span rating of Walt-16 or Wall-24 shall be permitted as an aftemate to panels with a 2410 span rating.Plywood siding rated 16 o.c. DWG NO
or 24 ox shall be permitted as an alternate to panel with a 24116 span rating.Wal-16 and Plywood siding 16 o.c.shall be used with studs spaced not 4 INCHES O.C.AT PANEL EDGES,
more than 16 inches on center. INCLUDING TOP AND BOTTOM
7 GYPSUM BOARD ANY STORY PLATES,AND ALL HORIZONTAL 0'70 GB 9
FASTENING ® v
JOINTS BLOCKED
12
8d 6"oc toed in L
a Ong braced wall Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B
Exposure B Dead load Assumptions: Roof Assembly DL=10 psf
TOP PLATE 6"
Three Second Gust Wind 90 100 110 120 130 THREE®D GU ph) WIND 90 100 110 130 90 100 110 130
Db STRUCTURAL SHEATHING
8d COMMON NAILS wwwm Number of 8d Common Nola or 10d Box Nails
@ 6"O.C.ON EDGES 11 I I I I E F E F E F E F E F ROOF PITCH 00 in each and of 1-Y4'x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,2.3.4
II II II II
ONLY I I---�I '�---I I - Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224
II II II r6-"
Sheathing Location: inches, o.c. or 10d Box Nails Inches, o.c. 16 2 2 2 4 126 178 235 298
1/2" MIN. STRUCTURAL TOP PLATE (' ) ( )WOOD PANEL = 8d COMMON NAILS 12 6 12 6 12 6 12 6 12 6 12 20 2 2 3 4 157 222 294 373
@ 12"O.C.ON
3:12 24 2 3 3 5 189 267 353 447
FIELD ONLY o 1s 6 12 6 12 6 12 6 12 6 12 28 2 3 4 6 220 311 412 522
AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION Interior Zone 32 3 3 4 7 252 356 471 597
FOR STRAP- 3 8 d COMMON NAILS @ E/ll.END OF STRAP SOLID BLOCKING BETWEEN 19.2 6 12 6 12 6 12 6 6 6 12 36 3 4 5 7 79 400 529 671
12 1 1 2 2 79 111 145 183
FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244
16 d COMMON NAILS 16"O.C. 24 6 12 6 12 6 6 6 6 6 12
@ 5 PLATES 8d COMMON @ 6"OC ALONG 20 2 2 2 4 132 184 242 305
W/ "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366
ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 6 12' 6 12' 6 122 28 2 3 3 5 185 258 338 427
OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488
SILL PLATE . LENGHT OF BRACED WALL PANEL Perimeter Edge 1s 6 12 6 12' 6 12' 6 s s s 36 2 3 4 6 238 332 435 549
MIN..USE SIMPSON SET EPDXY-TIE
ANCHOR BOLTS w HIGH STRENGTH EPDXY ADHESIVE Zone 12 1 1 1 62 1 114
19.2 s 12' s 12' s s s s s' s' 16 1 1 2 2 83 115 152 192
P • TO SECURE ANCHOR,DRILL 3/4"
20 1 2 2 103 144 190
3-16d@16 all DIAM.HOLE FOR EPDXY.FOLLOW 24 6 12' 6 6 s' s' s' s' s' s' 5:12 24 2 2 2 3 124 173 228 287
along braced wall
MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwoll Rake or Rake Truss w/ Lookout Block 6' 6' 6' 6' 6' 6' 4L
4` a 28 2 2 3 4 144 202 265 335
32 2 2 3 4 165 231 303 383
36 2 3 3 5 186 260 341 431
TO PERPENDICULAR RAFTER• able Endwoll Rake or Rake Truss w/o Rake arerl,a"y 6 6 6 6 6 6 6 6' 6' 12 2 57 79 103 130
16 1 1 2 2 76 106 138 173
BOARD SHEATHING 20 1 2 2 3 95 132 172 216
END SHEARWALL SLAB ON GRADE Rafter/Truss Spacing Minimum Number of 8d Common Nails 6:12 24 1 2 2 3 115 158 207 260
Sheathing Size (inches, o.c.) or 10d Box Nails per Support 28 2 2 2 4 134 185 241 303
32 2 2 3 4 153 211 276 346
1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 1 36 2 2 3 4 172 1 237 310 389
1x10 or Larger Sheathing 12-19.2 3 3 3 3 3
12 1 1 1 2 57 75 97 122
L L 16 1 1 2 2 75 100 130 162
I----� 20 1 2 2 3 94 125 162 203
:12-12:12 24 1 2 2 3 113 150 194 243
E-NAIL SPACING AT PANEL EDGES(in.) 28 2 2 2 3 132 175 227 28432 2 2 3 4 151 200 259 324
F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365
a o
8d(rng oc toed in braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not
located within 8 feet of building comers.
GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 2. Tabulated ridge connection loads assume a buiding located in Exposure B.
;CLG JTS REQUIREMENTS SHALL BE USED. 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION 16"O.C. 2• TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS
@ FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL load (0.6x10psf).
�fOP PLATE 8d @ 6"oc toed in (ONLYAPPLICIABLE FOR STORY CONFIGURATIONS): - 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge
6•• along braced wall SPACINGS SHALL BE REDUCED TO 61NCHES O.C.
o FOR STRAP- 3 8 d COMMON NAILS EA END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS strap spacings, multiply the tabulated values by the appropriate multiplier below.
1/2"MIN.STRUCTURAL CLG JTS @ FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection Spocing(in.) 12 16 19.2 24 48
WOOD PANEL 8d COMMON NAILS TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00
@ 6"O.C.ON EDGES 6„ 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing
FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1, the ridge strap and additional nailing is not, required.
ONLY - 6. When a collar tie is used in lieu of a ride strap, the number of 10d nails required in each end of
SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 9 P. q
5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number
8d COMMON NAILS o Z
of 12d box nails in each end of the collar tie need not exceed the taulated number of 10d box
3-161@16"oc @ 12"O.C.ON t- 8d COMMON NAILS nails in a steel strap. 00
along braced wall FIELD ONLY@ 12"O.C.ON 7. 1k" 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. F-
O
AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY 1--
0
FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ % "DIAM.ATR(ALL THREADED 8d COMMON NAILS
FOR C OF EA.PLATE TO PLATFORM BELOW- ROD)ANCHOR,EMBEDMENT LENGTH 6"O.C.ON EDGES
UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B
d COMMON NAILS @ 16"O.C. e° to to
OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc ONLY (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) Z -
Dead Load Assumptions: Roof/Celing Assembly DL-15 psfCORNER HOLD - DOWN DETAILS
FLOOR JOIST MIN..USE SIMPSON SET EPDXY-TIE along braced wall C/3
N
HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. Cn
• . '• • ,• along braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): THREE SECOND Gust WIND 100 110 120 Is-
MANUFACTURERS
of 11-
'ILL PLATE TO SECURE ANCHOR,DRILL 3/4" SPEED (mph)
ANCHOR BOLTS DIAM.HOLE FOR EPDXY.FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA END OF STRAP
INSTRUCTIONS. L L rnaeraSPAM aaorsPM Number of 8d Common Nais or 10d Box Nails "SIMPSON'HDI OR SEAL
PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. (l (R) In each end of 1-Y;x 20 gage strap 1,2,34 246d COMMON
POURED CONCRETE/ nr "SIMPSON"PH NAILS @ 6"O.C. E D ARC y
MASONRY TOP PLATE 12 1 2 2 2 °
FOUNDATION o 6 20 2 2 2 3 0 FOR FUL°° OF STUDL LENGTH
8d COMMON NAILS 12 24 2 2 3 3
@ 12"O.C.ON 28 2 2 3 4 Mir
FIELD ONLY 32 2 3 3 4 °° _i
END SHEARWALL ON FOUNDATION
1/2"MIN.STRUCTURAL n3
= WOOD PANEL 36 2 3 3
8d COMMON NAILS 12 2 2 2
16 2 2 3 II 9lF OF GN� y°
WALL. @ 6"O.C.ON EDGES 20 2 2 3 4
II
ONLY 16 24 2 3 3 4 II
3-16d@16"oc 28 2 3 4 5
along braced wall 32 2 3 4 5
36 3 4 4 6 °°
12 2 2 3 3 °
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 °
(ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 20 2 3 4 4 BLOCKING @ °°
L FLOOR GIST 19.2 24 2 3 4 5 ENDWAL
�� ;j . • • _ AOR STRAP- 3 8 d COMMON NAILS @ EA END OF STRAP 28 3 3 4 5
`4 32 3 4 5 6 ao p
SILL PLATE . . L L
PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 36 3 4 5 7 "SIMPSON"HDQ8 OR M Y
8d @ 6"oc toed in ANCHOR BOLTS- • ' 16 2 3 4 5 "SIMPSON"PH 00
along braced wall
CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 U
MASONRY 28 3 4 5 7 NOTE: �
TOP PLATE FOUNDATION 32 3 5 6 7
6„ 36 1 4 5 6 1 8 ALL STRAPPING,ANCHORS, HOLD
o 1, 1 DOWNS,&ADHESIVES TO BE
2 STORY BRACED WALL PANEL . Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S
2. Tabulated uplift connection requirements assume a building SPECIFICATIONS O
located in Exposure B.
3. Tabulated uplift connection requirements assume a roof and WW �
= Of
ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a DETAIL O O O
ceiling assembly is not present or if the ceiling assembly is not = >- >-
Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. 1n 3
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"D.C. for Wind Loads - Exposure B shall be increased by 1 nail at each end of the strap. (WD W Ci Z
(ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 4. Minimum ASTM A653 Grade 33 steel strap.
0 -I W
FOR STRAP- 3 8 d COMMON NAILS @ EA END OF STRAP Three Second Gust Wind 90 100 110 120 1 Q O < O
8d6"oc toed in FOR CLOF EA PLATE TO PLATFORM ABOVE&@ C OF EA PL{TE TO (L
along braced wall - PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. U)
STRUCTURAL SHEATHING 0 n
FLOOR JOIST E F E F E F E F E F m 0� m
• SIMPSON HOLDDOWN W/ 5/ "DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON
6., ATR(ALL THREADED ROD) Sheathing Location
Stud
hasSpacing
Maximum o on Bpacingisfor 8d Common Nails "SIMPSON"
„
SEE THIS SHEET FOR DETAIL ( (inches, o.c.) SIMPSON PHD6 NAILS @ 6 O.C. W
91. 12 6 12 6 12 6 12 6 12 6 12 ° FOR FULL LENGTH
U
8d COMMON NAILS
OF STUD W
`- Interior Zone °
@ 6"O.C.ON EDGES 16 6 t2 6 t2 6 12 6 12 6 12 0
1/2"MIN.STRUCTURALONLY 24 6 12 6 12 6 12 6 6 6 le °° W U ZM
WOOD PANEL = 8d COMMON NAILS
@ 12"O.C.ON 12 6 12 6 12 6 12 6 12 6 12 � _ J Q -1 Om N
FIELD ONLY 4" EDGE ZONE 6 12 6 12 6 12 6 12 6 12 it • I j Q N
is •. 0
Ill
3-16d@16"oc SIMPSON HOLDDOWN W/ 5� "DIAM. 24 6 12 6 12 6 12 6 12' 6 12' ,. I I• • •. • •.. Q W 0 _
along braced wall o
O
ATR(ALL THREADED ROD)
ANCHOR,EMBEDMENT LENGTH OF . •a .
BOARD SHEATHING or LAP SIDING W 0 Z w
ANCHOR IN CONCRETE IS 10"MIN.. `. • Z =
FLOOR JOIST Rafter/Truss Spacing Q
USE SIMPSON SET EPDXY-TIE HIGH Sheathin Size Minimum Number of 8d Common Nails or 10d a
STRENGTH EPDXY ADHESIVE TO g Inches,o.c) Box Nails per Support W W
NOTE: 7/8" OHREADED ROD EMBEDDED 12112" U) W
SILL PLATE- 3 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 ALLINTO CONCRETE W/"SIMPSON"ET(HIGH 0 p v
SECURE ANCHOR, DRILL /4' DIAM. HOLDOVVNS,I&A�HESIVES STRENGTH EPDXY ADHESIVE &FOR TEMPS v Z co
HOLE FOR EPDXY.FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 Q
ANCHOR BOLTS- � )
MANUFACTURER'S INSTRUCTIONS. E-Nail spacing at panel edges(in.) TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT.(HIGH STRENGTH , 0 z = Z w N
F-Nails spacing at intermediatesu supports panel in. MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) O W Lu Q v W �-I M
POURED CONCRETE/ P g PP P O -� Q r
1. For wall sheathing within 4 ft of the comers,the 4 ft.perrneter edge zone attachment n- U Q n 1n
MASONRY
requirements shall be used.
FOUNDATION 2. Tabulated 12 inch.o.c.nal spacing assumes sheathing attached to stud framing members DWG NO
with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced DETAIL
to 6 inches c.c. 1
3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails.
2 STORY END WALL SHEARWALL. 4. Tabulated nail spacing assumes a building located in Exposure B. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S.
12
TABLE R507.5 TABLE R507.4
DECK BEAM SPAN LENGTHS (FT. - IN.) DECK POST HEIGHT
DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT
SPECIES SIZE (FEET)
4 X 4 8FEET
6 8 10 12 14 16 18
2-2X6 6- 11 5- 11 5-4 4- 10 4-6 4-3 4-0 4X6 8FEET
2-2X8 8-9 7-7 6-9 6-2 5-9 5-4 5-0
2-2X10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 6X6 14 FEET
2-2X12 12-2 10-7 9-5 8-7 8-0 7-6 7-0
3-2X6 8-2 7-5 6-8 6- 1 5-8 5-3 5-0
SOUTHERN PINE
3-2X8 10- 10 9-6 8-6 7-9 7-2 6-8 6-4 TABLE R507.9.3 (2)
3-2X10 13-0 11 -3 10-0 9-2 8-6 7- 11 7-6 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
3-2X12 15-3 13-3 11 - 10 10-9 10-0 9-4 8-10
3X6 OR 2-2X6 5-5 4-8 4-2 3- 10 3-6 3-1 2-9 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS
3X8 OR 2-2X8 6-10 5- 11 5-4 4- 10 4-6 4- 1 3-8
TOP EDGE BOTTOM EDGE ENDS ROW SPACING
3X10 OR2-2X10 8-4 7-3 6-6 5- 11 5-6 5-1 4-8
3X12 OR 2-2X12 9-8 8-5 7-6 6- 10 6-4 5- 11 5-7 LEDGER 2 INCHES 3/4 INCH 2 INCHES 15/8 INCHES
DOUGLAS FIR-LARCH, 4 X 6 6-5 5-6 4-11 4-6 4-2 3- 11 3-8 BAND JOIST 3/4 INCH 2 INCHES 2 INCHES 15/8 INCHES
HEM-FIR, 4X8 8-5 7-3 6-6 5-11 5-6 5-2 4- 10
SPRUCE-PINE-FIR,
REDWOOD, 4X10 9- 11 8-7 7-8 7-0 6-6 6- 1 5-8
WESTERN CEDARS, 4X12 11 -5 9- 11 8- 10 8- 1 7-6 7-0 6-7
PONDEROSA PINE, TABLE R301.2.1.2
RED PINE 3-2X6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
3-2X8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 FOR WOOD STRUCTURAL PANELS s,b,c,d
3-2X10 12-0 10-5 9-4 8-6 7-10 7-4 6- 11
3-2 X 12 13- 11 12- 1 10-9 9-10 9- 1 8-6 8- 1 FASTENER SPACING (INCHES)
FASTENER 4 FEET < 6 FEET <
TABLE R507.9.1.3 (1) TYPE PANEL SPAN PANEL SPAN PANEL SPAN
DECK LEDGER CONNECTION TO BAND JOIST S 4 FEET s 6 FEET s 8 FEET
(DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) No. 8 WOOD SCREW BASED 0
ANCHOR WITH 2-INCH 16 10 $
EMBEDMENT LENGTH
JOIST SPAN No. 10 WOOD SCREW BASED W
CONNECTION DETAILS 6'AND LESS 6'-1"TO 8' 8'-1"TO 10' 10'-1"TO 12' 12'-1"TO 14' 14'-1"TO 16' 16'-1"T018' ANCHOR WITH 2-INCH 16 12 9 W
ON-CENTER SPACING OF FASTENERS EMBEDMENT LENGTH z
Y -INCH LAG SCEW BASED En N
ANCHOR WITH 2-INCH 16 16 16
1/2 INCH DIAMETER LAG SCREW W/ 1/2 INCH 30 23 18 15 13 11 10 EMBEDMENT LENGTH r��'
MAXIMUM SHEATING
SEAL
a.This table is based on 180 mph wind speeds and a 33 foot mean roof height `��� ARC
b.Fasteners shall be installed at opposite ends of the wood structural panel.
�5 N.K. TF
1/2 INCH DIAMETER BOLT W/ 1/2 INCH c.Nails shall be 10d common or 12d box nails. C� .�`� �y
36 36 34 29 24 21 19 d.Where screws are attached to mason or mason /stucco,they shalt be 4,
MAXIMUM SHEATING masonry ry �
attached utilizing vibration-resistant anchors having a minimum ultimate �� .1, o ,
withdrawal capacity of 490 pounds. y :
CHAPTER 3 BUILDING PLANNING
112 INCH DIAMETER BOLT W/1 INCH 36 36 29 24 21 18 16 F o
SECTION R301 DESIGN CRITERIA qr ` ` ° '` J Ao
MAXIMUM SHEATING WOOD STRUCTURAL PANELS WITH A MINIMUM THICIWESS OF%6"AND A MAXIMUM SPAN F N E
OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.
PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE
PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL
BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE
WITH THE PROVISIONS OF THE 2015 I.R.C.
TABLE R507.6
00 o
DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) R507.9.2 LATERAL CONNECTION C
00 W
00 =
— LATERAL LOADS SHALL BE TRANSFERRED TO THE GROUND OR TO A STRUCTURE CAPABLE OF "
SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER
SPECIES SIZE (INCHES) (INCHES) TRANSMITTING THEM TO THE GROUND. WHERE THE LATERAL LOAD CONNECTION IS PROVIDED IN
12 16 24 12 16 24 ACCORDANCE WITH FIGURE R507.9.2(1), HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT
LESS THAN TWO LOCATIONS PER DECK, WITHIN 24 INCHES (610 MM)OF EACH END OF THE DECK.
2 X 6 9- 11 9-0 7-7 6-8 6-8 6-8 EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500 a
2 X 8 13-1 11 -10 9-8 10-1 10- 1 9-8 POUNDS (6672 N). WHERE THE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH W
SOUTHERN PIIJE FIGURE R507.9.2(2),THE HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN W Y Y
2 X 10 16-2 14-0 11 -5 14-6 14-0 11 -5 FOUR LOCATIONS PER DECK,AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN 0 0 0
2 X 12 18-0 16-6 13-6 18-0 16-6 13-6 CAPACITY OF NOT LESS THAN 750 POUNDS (3336 N). to �:
W W oW
2X6 9-6 8-8 7-2 6-3 6-3 6-3 0 0 X W
DOUGLAS FIR-LARCH, -' Q W_HEM-FIR, 2X8 12-6 11 - 1 9- 1 9-5 9-5 9- 1 a 1 0 0
SPRUCE-PINE--FIR, 2 X 10 15-8 13-7 11 - 1 13-7 13-7 11 - 1 S D NGNG 0 Ln
N Q
2 X 12 18-0 15-9 12- 10 18-0 15-9 12- 10 FLASING FOR WATER TIGHTNESS Co
m �
FLOOR SHEATING NAILING AT
6"MAXIMUM ON CENTER
2 X 6 8- 10 8-0 7-0 5-7 5-7 5-7 JOIST OWN
WITH LD DOTO HOLD DOWN OR DECKING
REDWOOD, STAGGER FASTENERS IN 2 ROWS OR SIMILAR DEVICE 2X LEDGER WITH FASTENERS W
IN ACCORDANCE WITH TABLE R507.2 V
WESTERN CEDARS 2 X 8 11 -8 10-7 8-8 8-6 8-6 8-6 FLOOR JOIST APPROVED JOIST HANGERS W
PINE, _
PONDEROSA F INE, 2 X 10 14- 11 13-0 10-7 12-3 12-3 10-7 —LAG SCREW OR BOLT HOLD-DOWN DEVICE MIN.750 LB.CAPACITY 0
RED PINE FLOOR JOIST DECK JOIST
AT 4 LOCATIONS,EVENLY DISTRIBUTED U)
2 X 12 17-5 15- 1 12-4 16-5 15- 1 12-4 ALONG DECK AND ONE WITHIN 24"OF EACH (D W V Z M
END OF THE LEDGER.HOLD-DOWN DEVICES z W J z p
SHALL FULLY ENGAGE DECK JOIST PER M N
HOLD-DOWN MANUFACTURER. J Q a 0 N
LEDGER 5.5"MIN FOR 2X8 W O
6.5"MIN FOR 2X10 A FULLY THREADED 318"DIAMETER LAG Q W O
7.5"MIN FOR 2X12
TABLE R507.7 SCREW PREDRILLED WITH MIN.3"PENETRATION
TO CENTER OF TOP PLATE,STUDS,OR HEADER. 3: W (
MAXIMUM JOIST SPACING FOR DECKING
n n �. n n n n z � (D a d
MAXIMUM DETAIL A DETAIL B � DETAIL C W
MATERIAL TYPE AND W W
NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST FIGURER507.2.3(1) NTS FIGURER507.2.3(1) NTS FIGURE R507.2.3(2) NTS (n U) W
DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS F O 0 U 0
1114-INCH-THICK WOOD 16 INCHES 12 INCHES `DISTANCESHALL BEPERMITTED TO *NOTE:THIISDETAIL ISAPPLICAPABLE w D- I- Z M
BE REDUCED TO 4.5"IF LAG SCREWS WHERE FLOOR JOISTS ARE -, O z z = W N
ARE USED OR BOLT SPACING IS PARALLEL TO DECK JOISTS. 0 of J Q 0 W Q M
REDUCED T OF LAG SCREWS2-INCH-THINCKWOOD 24 INCHES 16 INCHES TOATTACH02X88LLEDGERS TOM o U ¢ ~ `n
BAND JOISTS. DWG NO
PLASTIC COMPOSITE IN ACCORDANCE W/ IN ACCORDANCE W/
SECTION R507.3 SECTION R507.3 1
12-1
BLOCKING ® ENDWALL TABLE R301.2.1.2
GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL PANELS a,b,r.,d
RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY
R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC
FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR
BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FASTENER SPACING (INCHES)
FASTENER 4 FEET < 6 FEET <
1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANELSPN PANEL SPAN PANEL SPAN
AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC — < 6 FEET < 8 FEET
MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED
CONTINUOUS RIMADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8
OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH
BRACED WALL PANEL — BRACED WALL PANEL BACK @ 4'0 O.C.
8d @ 6"O.C.ALONG 8d 6"O.C.ALONG TOE NAIL 3 8d NAILS AT J No. 10 WOOD SCREW BASED
BRACED WALL PANEL @ ANCHOR WITH 2—INCH 16 12 9
BRACED WALL PANEL EACH BLOCKING MEMBER Q
EMBEDMENT LENGTH
BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL Z
SECOND FLOOR Y -INCH LAG SCEW BASED
3.16d @ 16"O.C.ALONG 3-164 @ 16"O.C.ALONG 3ANCHOR WITH 2-INCH 16 16 1616d AT EACH �A8• EMBEDMENT LENGTH
BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER
BLOCKING 2 BAYS
2-16d NAILS EACH SIDE BACK @ 4'1 O.C.
®INTERIOR ZONE ::77—
CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING a.This table is based on 180 mph wind speeds and a 33 foot mean roof height
®
OR END JOIST MEMBER DIRECTLY ABOVE b.Fasteners shall be installed at opposite ends of the woad structural panel.
BRACED WALL PANEL 16"O.C.ALONG PERIMETER ZONE
RACED WALL PANEL FIRST FLOOR c.Nails shall be 10d common or 12d box nails.
NOTE: — GABLE WALL d.Where screws are attached to masonry or masonry/stucco,they shall be
1.FOR GABLE ROOFS 10°TO 45"PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate
withdrawal capacity of 490 pounds.
FOR SI:IINCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS
IN EA ZONE BACK @ 4'-0"D.C. .. CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3t,6'AND A MAXIMUM SPAN
OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.
PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE
Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL
BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE
SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 2015 I.R.C.
VENTED ATTICS WITH AIR PERMEABLE INSULATION
Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE
Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE VENTS THAT EXTENDS OVER INSULATION (TYP. )
snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN.)
observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than
7'-0" above the roof. BATHTUB (with or without
Sec. P3103.2 — Frost Closure shower head and/or 1 1/2
Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments
wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE:
less than 1 foot inside the thermal envelope of the building. L
Clothes with standpipe 2 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2
AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS
Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-
ADHERING POLYMER-MODIFIED BITUMEN SHEET IN I
Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL
EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR I NO NOTCHES t Z
Kitchen sink(one or two _ J D
traps, with or without WALL LINE. D/6 MAX.MAXI PERMITTED 1 O
dishwasher and food waste 1 1/2
disposer) i i D/6 MAX. O
SHEATHING Laundry to
one or more com artments 1 1/2 LLI
AIR SHIELD Lavatory 1 1/4CO
FLOOR JOIST CENTER CUT
LIQUID FLASHING ower ase on e total D/4 MAX. z
flow rate through 0
co
showerheads and bodysprays) ,
Flow rate: T p W
5.7gpm and less 1 1/2
more than 5.7gpm up to 12.3gpm 2
more than 12.3gpm up to 25.8gpm 3 D/3 MAX.
SEAL
AIR SHIELD -100 more than 25.8gpm up to 55.6gpm q
D ARCy
K.
NOTE:
FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND MAX.DFROM
SUPPORT o �C
OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING NOTE: FLOOR JOIST-END CUTS
�• �/ �
SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS 3
SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND J
TERMINATED IN ACCORDANCE WITH THE O
MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 p TF OF W�'1A
D/3 MAX.
RAFTER CEILING JOISTS
REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION Co
PRE—ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3 MAX. M Y
t;
00 w
00 _
o0 U
r
Cl)
CID
THE CONSTRUCTION TYPE 21N.MIN.FROM TOP 0
DESIGNATION SHALL BE AND BOTTOM
OF JOIST
PIPE OR CONDUIT
I , II , III , IVORV
TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH)
CLASSIFICATION OF THE STRUCTURE O
UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL W
SECTION 1265.4 SIGN OR SYMBOL
„ i (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER OF JOISTS p O O
6 DIAME ER STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST =
CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 112 INCH(12.7mm). THE BACKGROUND w w w
( B)THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED to z z
I I EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. o p _j w
(1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, ir JO < 0
OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER TOP PLATES a- = _
REFLECTIVE RED I I SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. o I.
t- m
PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE Q p NQ
REFLECTIVE WHITE
- (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: m
AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE BORED HOLE MAX.
A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE 'V'AND DIA.40 PERCENT
EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE OF STUD DEPTH W
EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"I","II","III","IV",OR"V TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE U
LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. W
EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S)
.' (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE W
OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: Ur W o M
OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; ° 5B"MIN.TO EDGE Z J Z O
HAVE BEEN AFFIXED. (ii j" L R00 ;AND — ,J mo
R SHALL MEAN F FRAMING J N
(D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART
(iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT J 0 N
AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY ( ) EXCEED 25D OF Q a
5 THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN W
CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE STUD DEPTH >
0 =
SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% W � O
1/2 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE
OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO �-
STROKE OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT ROOF FLOOR STUD ANDSECSO BORSIVE STUDS ARE DOUBLED W O Z w II
AND SO BORED Z = —i
MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS Cl) a
DESIGNATION FOR STRUCTURAL co r-
COMPONENTS THAT ARE OF TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V v W WW
TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. 2 U 0
FLOOR FRAMING , INCLUDING p W w U Z w N
DRILLING AND NOTCHING DETAIL w = W �-I M
F U OF STUDS n WIZ a I— of
GIRDERS AND BEAMS
R ROOF FRAMING
DWG NO
FR FLOOR AND ROOF FRAMING
ROOF AND FLOOR 1
BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN 1 SYMBOL DURING FINAL INSPECTION.
- ;1 12