HomeMy WebLinkAbout45935-Z ��o�OSUFF00019 r Town of Southold 12/18/2021
y-A P.O.Box 1179
o -
"' rn 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42633 Date: 12/18/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1270 Bray Ave.,Laurel
SCTM#: 473889 Sec/Block/Lot: 126.-7-30
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/10/2021 pursuant to which Building Permit No. 45935 dated 3/16/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
alterations and addition, includingeg porch altered to living space,to existing single-family dwelling as applied
for.
The certificate is issued to Ricketts,Peter
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45935 6/8/2021
PLUMBERS CERTIFICATION DATED 11/4/2021 Vi cent Sci111'
th ro Signature
s
i
�o�SUFfnI,��o TOWN OF SOUTHOLD
ay BUILDING DEPARTMENT
C* z TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 45935 Date: 3/16/2021
Permission is hereby granted to:
Ricketts, Mary
40-11 196th St
Flushing, NY 11358
To: construct interior alterations to existing single-family dwelling as applied for.
At premises located at:
1270 Bray Ave., Laurel
SCTM # 473889
Sec/Block/Lot# 126.-7-30
Pursuant to application dated 2/10/2021 and approved by the Building Inspector.
To expire on 9/15/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $408.40
CO-ALTERATION TO DWELLING $50.00
Total: $458.40
Building Inspector
pf SO(/l�ol
Town Hall Annex ~ O Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G� sean.devlinCaD-town.southold.ny.us
Southold,NY 11971-0959
aI�OOWN
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Mary Ricketts
Address: 1270 Bray Ave city:Laurel st: NY zip: 11948
Building Permit#: 45935 Section: 126 Block: 7 Lot: 30
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Bright Bay Electric License No: 40316ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New X Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 32 Ceiling Fixtures Bath Exhaust Fan 3
Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 7 Smoke Detectors 3
Main Panel A/C Condenser I Single Recpt Recessed Fixtures 39 CO2 Detectors
Sub Panel A/C Blower Range Recpt G8S Ceiling Fan 3 Combo Smoke/CO [�
Transformer UC Lights/Pucks 4 Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 29 4'LED Exit Fixtures Pump
Other Equipment: Hood, Gas Oven, Fridge, DW, Micro, Mini Fridge
Notes: Whole House Renovation
` June 8, 2021
Inspector Signature: C Date:
S.Devlin-Cert Electrical Compliance Form.xls
pF SOUP�oIc�
Town Hall Annex Telephone(631)765-1802
54375 Main Road en Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
DEC 4 2021
BUILDING DEPARTMENT '
TOWN OF SOUTHOLD BUILDING DEFT
TOWN OF SOUTHOLD
CERTIFICATION
Date: 11 04 JA ria-�
Building Permit No. 45 5 3
Owner: 1�'oc°� � �►/'.,(�� ! ( S'
(Please print)
Plumber: V
(Neade print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
VAI
/
(Plu ers Signature)
Sworn to before me this
day of . 20_,�4
Notary Public, County
JUDITH CALDERWOOD
_ .I)otary Public,State of New York
iZegi3tration 14o.01CA6378921
Qualified in Nassau County
Commission Expires 08106/2022
/ 2--70
rs
# # TOWN OF SOUTHOLD BUILDING DEPT.
�o • �o
`yrou�m�E'' 765-1802
r I=NSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION.
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[/ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
r
DATE I"I I INSPECTOR
pE SOUTyo� P SOL.5 5' 12-7 0 --
# # TOWN OF SO.UTHOLD BUILDING DEPT.
765-1802
- INSPECTION
[
- I FOUNDATION 1 ST [ ] ROUGH PLBG:
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ]" FIREPLACE & CHIMNEY [ ] FIRE-SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION. `[ ] FIRE RESISTANT PENETRATION
[ ] 'ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:- Ate
acl o
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DATE INSPECTOR
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laf So 0
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# TOWN OF SOUTHOLD BUILDING DEPT.
`�courmN�' 765-1802
-NSPEC-TION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
j ] FIREPLACE & CHIMNEY [ ], FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
DATE INSPECTOR
Of SOUjy�
f # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm a�' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY, [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION ( ] PRE C/O
REMARKS: ' o✓ Qor� �n�,�/s'o1 Pc 4ri�
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DATE INSPECTOR
I
Xjr� -t! IP 631 650-6666 P
F (631)650-6667
JL1 C(516)658-0325
TODD O CONNEU www.tocarchltects.com
ARCHITECT P.C. todd@tocarchitects.com
Thursday,.March 25, 2021
I
Town of Southold.
Building Department
54375 NY-25
Southold, NY 11971
Re: :The Ricketts Residence
1270 Bray Avenue
Laurel, NY 11948 i
Section 126, Block 07, Lot 30 _
To whom it may concern:
Please be advised that on March 25, 2021 I inspected the framing and rough plumbing installed
at the above-referenced location. It is my opinion that all framing and plumbing in place meets
and exceeds approved plans prepared by this office as well as all applicable New York State
Code requirements.
Please except this inspection as a certification of the framing and rough plumbing. !
Please feel free to contact,me with any questions or concerns you may have.
Very truly yours, f
I
r� E .D
tib,�jt�
Todd O'Connell,AIA t '
fs��'LS IOR
TOC:mS 9� 27935. Q�
. �' • it 1
1200 Veterans Memorial Highway,Suite 120 Hauppauge,NY 11788
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FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)
----------6------------------ �v
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FOUNDATION(2ND)
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ROUGH FRAMING& y
PLUMBING
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INSULATION PER N.Y. H
STATE ENERGY CODE C"
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FINAL
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ADDITIONAL COMMENTS
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®` 4o�:d T®VVN ®1F ®�TTIt$OIL IC➢—BUILDING DEPARTMENT
C 22
z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
may.• o� � Telephone (631) 765-1802 Fax(631) 765-9502 hLtps://www.southoldtowmy.pov
Date Received
APPLICATION FOR BUILDING PER IT
�;�
For Office Use Only
PERMIT NO.
—02,5 Building Inspector: "� +` FEB 1 0 2021
Applications and forms must be:filled out h their,entirety. Incomplete �1 4
a'pplicatlons will notzbe accepted: Whe're'the Applicant,is not ttie owner,'an,,
Qvuner's Piuthorzation form(Rage 2)shall be completed:. y
Date:
O kRiS)OF P,-ROPERTY
Name: 9th C�2i=°TS SCTM#1000- J7-6GC>0-7 C,0SCC00
Project Address: 1270 Bray Ave. Laurel NY 11948
Phone#: (S�(o� y�(�_ C, S Email: fMR,+ iCS@-SVW:�: —r' J&Lu Ce a•
Mailing Address: SMAG
CONTACT PERSON
Name:
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION
Name: Todd O'Connell Architect P.C.
Mailing Address: 1200 Veterans Memorial Hwy, Ste 120 Hauppauge NY 11788
Phone#: 631-650-6666 Email: todd tocarc itects.com
CONTRACTOR I.NFOKMATION
._ .... -
Name:Dory-)
'
Mailing Address: -j p-�GI wax&g Avc N-\ i —6 �F. 2,L4 L-
/�i G
Phone#: ?D.4 ..._
.^q75 .:._ ._._ Em �-
DESCRIPTION OF PROPOSED CONSYRUCTIOIV �YY1Ci'✓f
❑New Structure ❑Addition NrAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑other $
Will the lot be re-graded? ❑Yes 5'No Will excess fill be removed from premises? ❑Yes LkNo
1
f
PROPERTY.IIV,FORNIATION-
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ONO IF YES, PROVIDE A COPY.
0 Check-Box After Reading: The ownerko;ntractWdesign professional is responsible for all drainage and storm water issues,as prow ded'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;Budding'Zone
Ordinance of-the Townof,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 Itiereiri 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,buildmg(s)for necessary inspections False;statementsmade heremare;
punishable as a Class'A misdemeanorpursuant to Section 2AAS of the New York State;Penal Law:,
Application Submitted B na
pp y(print
): Authorized Agent ❑Owner
A- plicant: Date:
7S mtref } �- MMIANN CASSABA - - V.
- -- -
STATE OF NEW YORK Notary Public, State of NeW York
No. 01 CA4984743
Qualified in Suffolk County
COUNTY OF L ) Cor>rniSS.lon Expjre July?§;zQ �
C being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
( onto ,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 ther ith.
Sworn before me this
day of 0 (/ ,20
-DIL —yvf
c�tary� ;bl
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
residing at C a-7
do hereby authorize OC C��.-t�t to apply on
my behalf to theTown o u o Buil In epartment for approval as described herein.
�t� — /152-0 Z
6-W@r s! IS grl urea Da-w
wa
ff-M- 'rs a,rne
2
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
/ 1 1 C 1<C r S residing at I alb
L)t?�
(Print property owner's name) (Mailing Ad ss)
�aur do hereby authorize "rOdp0)66nrlf.,c
(Agent)
to apply on my behalf to the
Southold Building Department.
C � j
(Owner's Signature) (Date
(Print Owner's Name)
/* N,
U I i
MAR 2 5 2021 �_BVILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
C*
Southold, New York 11971-0959
"I Z'
-761ephone (631) 765-1802 - FAX (631) 765-9502
rogerr(&-southoldtownny.gov- seand(d-southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date:
Company Name: -Or,ah+_BCLq
Name: 7dei -'I--So f"0 '
License No.: q0-3 email: J( 46�
_11.50A 0 ,J
Phone No:/,,.� (_t?. b �?A/ A e-le-e- cav"
-6f Certificate of Compliance
request an email copy
Address.: Oda_[ �d. 66a.:j Aoc4, Al V, h 7o 4::.,
F
JOB SITE INFORMATION (All Information Required)
Name: Pe_4f_.r_ Ptcke_&
Address: p6Avio-nue-1, La tt_ )J V, 112
Cross Street:
Phone No.:
Bidg.Permit#-, ap4S-L? '367 email:
Tax Map District: 1000 Section: Block: `7 Lot: 3 0
BRIEF DESCRIPTION OF WORK (Please Print Clearly) .�i c5+ L
h a I bo-A noo.1mm o_sbedrooln, V_)d I L--
Check All That Apply:
Is job ready for inspection?: [ZYES ONO F#_;'1Rough In OFinal
Do you,need a Temp Certificate?: E]YES -RrNO Issued On
Te'mp Information: (All information required)
Service Size F-11 Ph F__13 Ph Size: -A # Meters Old Meter#
❑New Service ElService Reconnect E] underground []overhead
1# Underground Laterals E]i [—]2 OH Frame E]Pole Work done on Service? Ely 0N1
Additional Information:
PAYMENT DUE WITH APPLICATION
Electrical Inspection Form 2020.xlsx
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.,.BUILDING DEPARTMENT- Electrical Inspector
o cP� MAR ? 5 2021
;Y► TOWN OF SOUTHOLD
.^ Town Hall Annex - 54375 Main Road - PO Box 1179
, Southold, New York 11971-0959
el
Tephone (631) 765-1802 - FAX (631) 765-9502
_. rogerr(aD-southoldtownny.aov - seand(cD_southoldtownny gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: obi
Company Name: Bre +8 &�eG4re C C_ ,
Name: . 501"0.
License No.: �.lf email:
Phone No: request an email copy-6f Certificate of Compliance
i
Address.: 5 Lid-
JOB SITE INFORMATION (Ail Information Required)
Name:'&-i- rCh
Address: .
Cross Street r
Phone No.: S77 : ;
Bldg.Permit# p email.
Tax.Map District: 1000. :Section: /a& Block: , `� Lot,.
BRIEF DESCRIPTION OF WORK (Please Print Clearly) . bw r-60. �
Check All That Apply:
Is jpo.,ready for inspection?: [r rYES - ❑NO ❑Rough In ❑Final .
Do you need a Temp Certificate?: ❑YES WfNO Issued On
Temp Information: (All information required)
Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter#
New Service Service Reconnect Underground Overhead
# Underground Laterals ❑1 02 ❑H Frame❑Pole Work done on Service? ❑Y �N
Additional Information:
PAYMENT'DUE WITH APPLICATION
has
12r, q w I
Electrical Inspection Form 2020.xisx I 1
PERMIT# Address:
Switches
II l Z°l
Outlets
ti
GFI's 4
Surface
Sconces '
HHs
UC Lis
Fans - �1 Fridge HW
Exhaust Zj Omen n Dryer.
Smdkes. QW. . Service
Carbon
Combo Caoktop Transfer
AC ( AH , Minn. /0 I r.
Special:
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Comments: �yviz1
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WIRE ETNCE
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--------EOCL OF PAVIIfNT --
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FIFTH STREET
(25' WIDE) p.
GRAPHIC SCALE
20 0 1D 20
LOT AREA
GUARANTEED TO:
IN ME? 15,000.OD S.F. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
TTLE AMERICA LAND SERVICES.LLC
I inch= 20 ft. 0.34 AC, PETER-RICKETfS °
oFNEyy SURVEY OF PROPERTY
SP EC s Yp� ! �� SC � CE
LOTS 45 AND 46
i �� ALSU60MSION MAP OF PROPERTY
GEORGE J TUTHILL & OTHERS
land surveying SECTION NO. 1
-
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9
CREW.JM SCALE:1" 20` SITUATE
J SUFFOLK TAX MAP ND. LAUREL, TOWN OF SOUTHHOLD
F�IgftDR - - 7000-126.00-07.00-030.000
SURVEYED:11/16/2020 JOB No.s.0-2666 SUFFOLK COUNTY, NEW YORK
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Todd O'Connell Architect, PC TRANSMITTAL
1200 Veterans Highway, Suite 120
Hauppauge, NY 11788
tel: 631 -650-6666
fax: 631 -650-6667
Date: February 5, 2021
To: Town of Southold Building Department
Re: 1270 Bray Ave Laurel, NY 11948
We are Sending: Description
1 Building Permit Application
1 Survey
4 sets Building Plans signed/sealed
Contractor's Insurances
• Worker's Comp
• Accord
• Disability
Please find the above items included per your check sheet.
Please feel free to contact our office with any questions you may have.
Pam Losquadro
Expeditor
9
NYSIF
New York state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129
1 nysif.com
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
J
AAA^^A 454449354
KUJAWSKI INSURANCE AGENCY&
BROKERAGE f
189 MAIN RD SUITE D
RIVERHEAD NY 11901 SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
CUSUMANO CUSTOM HOME& TOWN OF SOUTHOLD
REMODELING INC BUILDING DEPARTMENT
1779 EDWARDS AVE 54375 ROUTE 25, PO BOX 1179
CALVERTON NY 119331244 SOUTHOLD NY 11971
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
12282901-4 48172 07/03/2020 TO 07/03/2021 2/5/2021
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 2282 901-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR
WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS,
OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW
YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS.
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVERAGE AFFORDED BY THE POLICY.
NEW YORK STATE INSURANCE FUND
DIRECTOR,INSURANCE FUND UNDERWRITING
VALIDATION NUMBER: 168566434
U-26.3
NoZyAHEAT INSTALLATION AND
F I R E P L A C E S OPERATION MANUAL
HUSSONG MANUFACTURING CO.,INC.
SP - 34 - LE
SP - 34 - MV
Models#SP-34-LE&#SP-34-MV
Direct Vent Gas Fireplaces
English and French installation manuals are available through your
local dealer.Visit our website www.kozyheat.com.
Les manuels d'installation en franrtais et en anglais sont disponibles
chez votre detaillant local.Vsitez www.kozyheat.com.
We suggest that our gas
FIREPLACE
-' nuTrruTr hearth products be installed
—y® and serviced by profes-
sionals
— _ teU.S.who are caional in
the U. by the National
CFireplace Institute(NFII as
NFI Gas Specialists.
AWARNING: This appliance may be installed in
FIRE OR EXPLOSION HAZARD an aftermarket, permanently located,
Failure to follow_ safety warnings exactly manufactured home (USA only) or mobile
could result in. serious injury, death, or home, where not prohibited by local codes.
property damage. This appliance is only for use with the type
of gas indicated on .the rating plate. This
—Do not store or use gasoline or other � appliance is not convertible for use with other
flammable vapors and liquids in the vicinity
of this or any other appliance. gases, unless a certified kit is used:
—WHAT TO ®O IF YOU SMELL GAS
a Do not try to light any appliance.
o Do not touch any electrical switch; do014-1 TIM
not use any phone in your building. - --
Leave the building immediately. HOT GLASS WILL
® Immediately call your gas supplier from = CAUSE BURNS
a neighbor's phone. Follow the gas D® NOT TOUCH GLASS
supplier's instructions. UNTIL COOLED
If you cannot reach your gas supplier, = NEVER ALLOW CHILDREN
call the fire department. + TO TOUCH GLASS
i —Installation and service must be performed I A barrier designed to reduce the risk of burns
from the hot viewing glass is provided with this
by a qualified installer, service agency or appliance and shall be installed for the protection
the gas supplier of children and other at-risk individuals.
INSTALLER: Leave this manual with the appliance.
CONSUMER: Retain this manual for future reference.
Hussong Mfg.Co.,Inc. Rev.7,June 2020
SP-34-LE&SP-34-NIV Report No:19-553 Starting Serial Number:20 83450 12
c),
rpt fe H I_*fE C,t S,,,,
TODD O'CONNELL
ARCH ITECT P.C.
APPROVED AS NOTED
TODD O'CONNELL, AIA
DATf B.P.#\ 1200 Veterans Memorial Highway
Suite 120
FEE:E: BY� Hauppauge,NY 11788
NOTIFY BUILDING DFr A,RTME AT \ P(631)650-6666
765-1802 8 AM TO 4 PM FOR THE ® F(631)650-6667
FOLLOWING INSPECTIONS: C(516)658-0325
1. FOUNDATION - TWO REQUIRED
FOR POURED CON^PETE
2. ROUGH - FRAMING & PLUMBING � srrt(r,rr�rd;fi„
3. INSULATION
4. FINAL - CONSTRt'C" ')N MUST
BE COMPLETE TE F,-:' . 0. NTERIOR LTER T I ONS
ALL CONSTRUCTrN S-ALL MEET THE
REQUIREMENTS OF 1 HE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
. Y
DESIGN OR CONSTRUCTION ERRORS.
1\l2® °4l '�O "hl 100 .001 -;
J_r .
COMPLY WITH ALL CODES OF
— I I
NEW YORK STATE & TOWN CODES PLUMBER CERTIFICATION Q O m
AS REOUIRhP- AND CONDITIONS OF ONLEADCON TEN TBEFORE
':P1 IFICATE OF OCCUPANC; O
- _ CERT0 N
c�l =i T^ r BOARD SOLDER USED IN WATER
SOI 'I�) U i Of'J TRUSTEES SUPPLY SYSTEM CANNOT l I> I V1 Nl'L I O z O
EXCEED 2/10 OF 1% LEAD. 0
SHE=D — � �
v
I I
z
OCCUPANCY OR PLANTER s �
USE IS UNLAWFUL ® Q ��ov��oo
WITHOUT CEZONINO INFORMATION-
ASPHALTFITIFfG/�T" DRIVEWA'I'
OF OCCUPANCY TONN OF SOUTHOLD
A.'.LL PLUMSING�^P STE � a o W
&WATE L1 1 v ,,� ED SECTION: 126 BLOCK: -7 LOTS): 50 �� 3 n Q a
TETlf.O R'EOR w ,n m
wv
�Z
zo
ELECTRICAL ZONE:: R-40 REDU I RED EX I STI NO PROPOSED
INSPECTION REQU9 € LOT AREA 40,000 SO.ET. 15,000 50.ET. NO GHANOE z x �
a a o
zV9
LOT l�I DTH 150 1=T. 100 1=T. NO CHANGE U O _n O z V
LOT DEPTH 1-75 ET. 150 ET. NO GHANOE " w�'
i o> *o E ixF
FRONT YARD 50 ET. 3cl.q ET. NO GHANOE ���I'_
a m i3o v o
REAR YARD 50 ET. 63.8 ET. NO GHANO E Z o m
WH
vIM=o— z
WALL KEY SIDE YARD (MIN) 15 ET. 2& FT. NO GHANOE g ' �9 9 f f �
EX15T TO BE REMOVED
2 .®® Q�No��o�u° �
SIDE YARD (A00) 35 ET. 63.8 1=T. NO GHANOEI �2.2
EXIST TO REMAIN
BU I LM1NO HE 1 OHT 55 ET./2.5 57Y. N/A NO GHANOE
NEW WOOD FRAME GNST CONCRETE
Q
4"x4" P05T UNLESS OTHERWISE LOT e_'OVERAO E 20 % 15.5 % NO GHANO E PATIO w
® NOTED o
® HOLD DOWN A5 140TED
HARD WIRED SMOKE
OO DETECTOR W/ BATTERY
N
BACK-UP® Z 80 GFM FAN TO EXTERIOR L07 G CoALCo , M--
PROPOSED INTERIOR �
Q HARD WIRED CARBON MONOXIDE ALTERATI ONS� m I O
DETECTOR W/ BATTERY BACK-UP 1.4,0 Q
MIN 12" A.F.F. AS PER
2020 RESIDENTIAL CODE OF NY5 Z
DENOTES EGRESS WINDOW ZONE: R-40 50. FOOTAGE o
1—
LOT AREA 15,000 5a.ET. I ( STORY v
TO THE BEST OF MY KNOWLEDGE, BELIEF AND
PROFESSIONAL JUDC3EMENT, THESE PLANS : FRAME RE5. O O
AND/OR SPECIFICATIONS ARE IN COMPLIANCE I `
WITH THE FOLLOWING: DWELLINO 1,368
N0 . 12-TO z
2020 RESIDENTIAL CODE OF NEW YORK STATE
PUBLICATION NOVEMBER 201ci SHED 155.5 I N Q
2020 RESIDENTIAL CODE OF NEW YORK STATE
CHAPTERS 12-23 FOR' MECHANICAL SYSTEMS ✓�.�0 36.2/
TOTAL. 1503.3 50.1=T. #
2020 RESIDENTIAL COPE OF NEW YORK STATE ' s N
CHAPTERS 24 FOR F=UEL 4 GAS SYSTEMS TOTAL 10 %
2020 RESIDENTIAL CODE OF NEW YORK STATE
CHAPTERS 25-55 FOR PLUMBING SYSTEMS tu
2020 RESIDENTIAL CODE OF NEW YORK STATE q
_0
CHAPTERS 34-42 FOR ELECTRICAL SYSTEMS z_
I I 0
2020 ENERGY CONSERVATION GODS OF NEW 7 YORK STATE (� -
AS ADOPTED WITH THE 2018 IEGG p O ® o (�� Z
THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL W y� � < >t-.-1 U
UA-ALTERNATIVE AND A RE50HECK HAS BEEN SUBMITTED `Y� �`(� >
WITH THESE DRAWIN05. I C,� I LUl
GLIMATIG AND (5E00RAPHI0 DESION GRITERIA }—Z
TABLE R301.2(I) (� <
WIND DESIGN SUBJECT TO DAMAGE I • i�
FROM LU
GROUND SPEED TOPOG SPECIAL WIND SEISMIC C
SNOW (MPH) RAPHIG WIND BORN DESIGN WEATHERING FROST LINE TERMITE C, WINTER ICE FLOOD AIR MEAN
LOAD EFFECTS REGION DEBRIS CATEGORY a DEPTH 12 DESIGN BARRIER HAZARDS FREEZING ANNUAL
Ic ZONE m f TEMP Q REQUIRED h INDEX I TEMP J O I I I
520 4C 5O �.. r�
30 I50vult NO NO I MILE B SEVERE H SOF 3 FT MOD TO FEMA O
FROM BFO EAVY 15 YES FOOD 1500 OR 55.4
MAP LE55 CN l 1 Z
COAST PANEL# c\' V
MANUEL J DESIGN CRITERIA n BRAY AVENUE co O'
WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE �I D LI s,
ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE A N I I � 5 G H E U E
0
W
------ A-I PLOT PLAN, ZONING 4 NOTES dl
COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY A.2 FOUNDATION 4 FIRST FLOOR PLANS, DETAIL, NOTES N z
TEMPERATURE VELOCITY VELOCITY NET BULB O� ��
DIFFERENCE HEATING COOLING A.5 ROOF PLAN, SECTION, PLUMBP
PLUMBING RISERS, NOTES L f J�� � cry < o >�
Z
------ ------ ------ ------
------
------ ----
A.41 NOTES
SCALE: I" = 10'-0" m � <
O Ca 0
GENERAL CONDITIONS FOUNDATION WATERPROOFING
UNLESS OTHERWISE NOTED, GENERAL INSTALL TWO LAYERS OF TOWELED ON CONDITIONS DRAWN AND NOTED AS
CONDITIONS OF THE CONTRACT FOR EXI5TIN6 ARE TO BE CONFIRMED AT �'-10" q'-63/8" 5'_10"
FIBERGLASS MASTIC. (FED. SPEC. START OF CONSTRUCTION.ARCHITECT IS
CONSTRUCTION, AIA DOCUMENT-201 5.5.0. 155 TYPE-I) MEMBRANE TO BE TO BE NOTIFIED IMMEDIATELY OF ANY
�t A A ItA R
4/8-1 SHALL APPLY. THI. CONTRACTOR CONTINUOUS FROM TOP OF DISCREPANCIES 5846 5L 5846 SL
SHALL OBTAIN CERTIFICATE OF FOUNDATION AND EXTEND TO LAP
TODD O'CONNELL� ISTIN6 2"xb'ROOF RAFTERS O ISTIN6 2"xb'ROOF RAFTERS TO BE (V ARCHITECT P.C.
OGGUPANCY. SUBSTITUTIONS SHOULD EDGE OF FOOTING. ALL A55UMED EXISTING STRUCTURE XISTINED"xb"ROOF
RR.O 16"O.C. XISTINED WITH 2"X10" AF o S oB crm 1 s
NOT BE MADE WITHOUT WRITTEN SHALL BE VERIFIED IN FIELD. ALL m 1
AUTHORIZATION BY THE ARCHITECT. 015CREPANCIES SHOULD BE
THE PREMISES SHALL BE KEPT FIRE BLOCKING BROUGHT TO THE ARCHITECTS V 6"DEEP COMBUSTIBLE MANTELISH ro BE
A5 PER MANUFAGM2ER5 SELECTED BY TODD O'C O N N E L L, A I A
REASONABLY GLEAN AT ALL TIMES.
FIRE BLOCKING SHALL BE PROVIDED, ATTENTION IMMEDIATELY WRITTEN IN5TRUGTIONs
° 1200 Veterans Memorial Highway
AT THE COMPLETION OF WORK, THE A5 PER SECTION R502.15 OF THE '" �`-3'-q"--�' it
Suite mo
CONTRACTOR SHALL REMOVE ALL RESIDENTIAL CODE OF NEW YORK ®w 5
120
UPGRADE EXISTING CONDITIONS TO m EXISTING GRAWLSPAGE I1 Hauppauge,NY 11788
WASTE MATERIALS, TOOLS, RUBBISH, STATE, TO GUT OFF ALL CONGEALED MATCH CONDITIONS INDICATED ON ?_
ASS AND LEAVE WORK DRAFT OPENINGS (BOTH VERTICAL PLANS. U r III O
ETC., GLEAN GL -_
P 631 650-6666
BROOM GLEAN UNLESS OTHERWISE AND HORIZONTAL). F(631)650-6667
21�T SKYI-I�n � FILL WINDOW )
SPECIFIED. THE CONTRACTOR SHALL PROVIDE FIRE BLOCKING IN L _ _ _ J 1 I� L _ _ _ J } C(516)658-0325
CARRY WORKMAN'S COMPENSATION CONGEALED SPACES OF STUD WALLS ALL EXISTING MECHANIC,
ELL EXIS AL,MECHANICAL,ETC. NO.BLOCKING IN NEw UL APPROVED
AND GENERAL LIABILITY INSURANCE. AND PARTITIONS, INCLUDING FURRED THAT INTERFERES WITH NEN WORK WALL FOR BM. PREFABRICATED NOR
ALL SHALL COMPLY WITH STATE AND SPACES AT THE CEILING AND FLOOR TO BE REROUTED,MODIFIED, DOWN IN EXISTING FIREPLACE.EXTERIOR
REMOVED,ETC. A5 REQUIRED TO FOUNDATION EXISTING COMBUSTION AIR DUCTS
LOCAL CODES AND ORDINANCES. THE LEVELS. CONGEALED HORIZONTAL (2)2"x8" N.I.Fa - � rr t(rf:rr.��r(,I,r_r.
CONTRACTOR SHOULD FULLY FURRED SPACES SHALL ALSO BE FIRE ESTABLISH PROPER WORKING _ — SHALL BEA LISTED I -8
� I L11�INC ROOM COMPONENT OF THE
CONDITION
' MAJOR ALTERATIONS 1 FIREPLACE. INSTALL
GUARANTEE HI5 WORK AND THE WORK BLOCKED AT INTERVALS NOT "VERIFY ALL CONDITIONS IN FIELD N ACCORDING TO _
OF HIS SUBCONTRACTORS FORA EXCEEDING 10 FEET. - M MITTEN
INSTRJS -
d-
WRITTEN INSTRUCTIONS ��
PROP.FLUSH(2)I�/4°xllY4 ML LVL *V
PERIOD OF ONE YEAR AFTER SECTION AJ104
COMPLETION OF THE PROJECT UNLESS PLUMBING ENERGY EFFICIENCY — —
OTHERWISE SPECIFIED. ALL WORK of
CONTRACTOR SHALL INSTALL WATER ALTERATIONS, RENOVATIONS, v =
SHALL BE PERFORMED IN SUPPLY AND SANITARY SYSTEM AS O — — POINT LOAD ABOVE
P R
REPAIRS TO ROOF/CEILING, X UP 3R
ACCORDANCE WITH GOOD BUILDING INDICATED. PROVIDE HOT AND GOLD WALL OR FLOOR CAVITIESO — — HD.BLOCKING IN WALL 3 K
J FOR SM.DOWN TO EXIST. O
PRACTICES. THE CONTRACTOR SHALL SHUT-OFF VALVES AT ALL FIXTURES. WHICH ARE INSULATED TO FULL ®w M.BLOCKIN6 IN Ex1sr. � EXISTING FOUNDATION p '
INDEMNIFY AND HOLD HARMLESS THE ALL WATER PIPING TO HAVE DEPTH WITH INSULATION HAVING NO.5LOCKIN6 IN _jWALL FROM
EXISTING
OWNER, ARCHITECT, AND THEIR CLEANOUTS AT ALL CHANGES OF A MINIMAL NOMINAL VALUE OF EX5i TI�N6M i FOUNDATION TO --
AGENTS AND EMPLOYE`.E5 FROM AND DIRECTION AND AT BASE OF R-3.o/INCH. FBEA A ro d�- BEAM ABOVE21-011
AGAINST ALL CLAIMS, DAMAGES, VERTICAL WASTES. USE 4" CAST IRON ABOVE
LOSES AND EXPENSES, INCLUDING THROUGH FOUNDATION WALL PITCHED EXISTING HVAC TO BEUTILIZED 6a POP' _ SHELVING
ATTORNEYS FEES ARI_�ING OUT OF OR MIN. 1/8 PER FOOT. TRAP/WASTE 4 REROUTED AS REQ. PROP. 56 A.F.F. LIN
RESULTING FROM THE PERFORMANCE SIZES FOR FIXTURES SHALL BE AS w FILL WINDOW GL 0 0 0 j FOR 1 •t
OF THE WORK PROVIDED THAT ANY FOLLOWS:
SUCH CLAIM, DAMAGE, L055 OR DISH WASHER I I/2" --_ �r�— O — I,-q„ - m HEADROOM L ry (V
ALL HEATING LINES, II -- r
EXPENSE (A) 15 ATTRIBUTABLE TO KITCHEN SINK 1 1/2" BASEBOARDS, ETC. TO BE
MODIFIED AS REQ. TO ALLOW _^_
2) 'xl0'HDR Z #
BODILY INJURY, SICKNESS, DISEASE LAVATORY 1 1/4" FOR NEW CONSTRUCTION WATER ` — — J . o % I II
OR DEATH OR TO INJURY TO OR SHOWER 2" I 1 I i 1 r, ("-, I \ II ® FILL HINDON H _v
DESTRUCTION OF TANGIBLE PROPERTY TOILET 3" j ` -- J II MAINTAIN 21" -� J
(OTHER THAN THE WORK ITSELF ALL SYSTEMS TO HAVE ONE 5" MAIN NEW KITCHEN CABINETS, STONE 1 ll FROM TOILET -
INCLUDING THE L055 OR USE VENT STACK INCREASED TO 4" COUNTERS, AND APPLIANCES v EXIST. TO NEAREST ' z In
AS SELECTED BY OWNER. o® BATH OBSTRUCTION 61 0
'n O �
RESULTING THERE FROM). (B) 15 THROUGH THE ROOF. PROVIDE FROST O I `A I 1� =
CAUSED IN WHOLE OR IN PART BY ANY PROOF HOSE-BIBS AS INDICATED ON % O O O Ex1srIN6 O GRANGE Ex1sT1N6a 1 z
NEGLIGENT ACT OR OMISSION OF THE PLANS WITH EA51LY ACCE551BLE DOUBLE FLOOR -' n N n -T KITCHEN BEDROOMci
PROVIDE ELECTRICITY TO ALL ®w m m m N p MAJOR ALTERATIONS MINOR ALTERATIONS 1 F 0
CONTRACTOR, ANY SUBCONTRACTOR, DRAIN DRAIN-COOKS. THE WATER APPLIANCES AS REQUIRED BY JOISTS UNDER [Q X O
LLnli p ,° o
ANYONE DIRECTLY OR INDIRECTLY SUPPLY AND SEWAGE DISPOSAL KITCHEN N w -
EMPLOYED BY ANY 01` THEM, OR SYSTEM SHALL COMPLY TO THE THE MANUFACTURERS WRITTEN ---_- Q _ ° Z 1-:0P130
P
SPECIFICATIONS. 1 I I 2 II _w
ANYONE FOR WHO5E ACTS ANY OF APPLICABLE COUNTY DEPARTMENT OF X
�o
THEM MAY BE LIABLE REGARDLESS IL LL
HEALTH STANDARDS AND iv 1 -+I — — I ll i° ' w }_
OF WHETHER OR NOT IT IS CAUSED IN REGULATIONS. APPROVAL OF ALL PROVIDE ELECTRIC TO ALL _ — _ — — —
PART BY A PARTY INDEMNIFIED PLUMBING MUST BE OBTAINED FROM APPLIANCES TO MANUFACTURER
SPECIFICATIONS FURN � I I — � PROP.(2)2•x10" 2'xt «H� EXIST. ,,. EXIST. II 1 �� in
a z o��o `p
HEREUNDER. ALL MATERIALS, APPROPRIATE LOCAL AUTHORITIES Gam!
ASSEMBLIES, AND METHOD OF PRIOR TO CONGEALMENT. PRIOR TO _ _ _ (5)2"X8" _ _ _ - m k - °~ V
CONSTRUCTION INCLUDING BUT NOT ORDERING, CONTRACTOR SHALL -e-- —A— - - 5aX6a i G OSET IsrIN6 ExIsrIN6 _��? 5 o W 0
I CLOSET CLOSET Q o° ► = o
SMOKE DETECTORS TO BE .0 � m o w_
z V F-
LIMITED TO FORM-WOtr:K, SUPPLY GUTS OF FIXTURES FOR PROVIDED IN ALL BEDROOMS - N �-3-8
BLOCK-WORK, FRAMIN5, NAILING, OWNERS APPROVAL. IN THE EVENT AS PER CODE. HWH pp
in -- o�u��X—Qw0°F
Q� dK�FzQO
PLACING OF CONCRETE, ETC. ARE TO THAT THE OWNER GRANGES, THE 1 1 EXIST. � q
BE CAREFULLY SUPERVISED BY THE CONTRACTOR SHALL CREDIT THE PABONV �� - ,� .I�4'-O" 1 o i o q °
CONTRACTOR TO BE SURE THEY ARE OWNER FOR THE FULL COORDINATE ALL FINISH
IN ACCORDANCE WITH THE DRAWINGS,
SUBCONTRACTORS COST FOR THE MATERIALS WITH CLIENT PRIOR ° r n O I I� / u ° o
To
SPECIFICATIONS, APPLICABLE CODES CHANGED UNIT. ck
CE GNO, KA LS, ET FLOOR,
CEILING, WALLS, ETC. .fl
AND GOOD PRACTICE. DEVIATIONS 11-- �1 F- ';� �05M I
FROM THE DRAWINGS AND HVAC ®m EXISTIN6 cn III BEDROOM _ o
SPECIFICATIONS WILL NOT BE SYSTEM TO BE DESIGNED BY OTHERS. LEVEL FLOORS4 CEILINGS A5 w w UNFINISHED N I SHED BASEMENT u I I I _
X �= III o II PROPOSED
PERMITTED WITHOUT HIRITTEN PROVIDE PROPER SUPPLY TO ALL REQUIRED `'9 MINOR ALTERATIONS Ij I I DEN O
AUTHORIZATION OF THI= ARCHITECT. ROOMS 4 CONFORM WITH ALL STATE X it o z
_off � �=o° z
THE CONTRACTOR SHALL BE AND LOCAL CODES. DOUBLE ALL FLOOR JOISTS �V �� a n
RESPONSIBLE FOR THE: SHOP UNDER PARALLEL PARTITIONS PROPI I IK
II o � O
DRAWINGS WHICH MAY BE NEEDED. FRAMING AND ROUGH CARPENTRY u) CLOSET I I I
ALL DIMENSIONS AND CONDITIONS JOISTS RAFTERS AND STUDS SHALL
INTERIOR WALLS TO BE
ARE TO BE FIELD VERIFIED. BE CONSTRUCTION GRADE DOUGLAS }-
CONTRACTOR TO REMOVE 8 FIR-SOUTH SELECT STRUCTURAL. ALL TYPIGWAEL v ONST'Rv611 O.G.
2 x4 STUD 45660 DH «5660 DH I I EX15T. Ex"
m 1Ib
RELOCATE AS REQUIRED ALL WOOD SILLS AND WOOD IN CONTACT y2" GYPSUM BOARD FINISH -"��
EXISTING WORK WHICH INTERFERES WITH MASONRY SHALL BE AGO. ALL 3'-3y2"- 3'-I"—*-3'-3/2" 2'-2"- -2'-6" m
WITH NEW GONSTRUGTION. EXTERIOR SHEATHING SHALL BE I/2
COX DOUGLAS FIR PLYWOOD. i
CONCRETE SUB-FLOORS TO BE 3/4" COX
NO CONCRETE OR MASONRY WORK PLYWOOD EXTERIOR SHEATHING TO
BE COVERED WITH "TYVEK" HOUSE m z
SHALL BE DONE DURING
WRAP OR APPROVED EQUAL. BLOCK ' w
TEMPERATURES OF 40 DEGREES F. x
AND FALLING. NO CONCRETE SHALL STUD WALLS AT 1/2 STORY HEI6HT5
BE PLACED ON FROZEN SURFACES. NO AND AT ALL UNSUPPORTED EDGES OF O
ADDITIVES SHALL BE ALLOWED PLYWOOD. PROVIDE SOLID BLOCKING O
WITHOUT WRITTEN PERMISSION OF THE AND DIAGONAL BRACING OF FLOOR z0
ARCHITECT ALL CONCRETE 15 TO BE JOISTS AT V O.G. MAXIMUM AND
MIN. 3,500 P.5.1. AT 2E5 DAYS 4 4,000 SOLID BLOCKING UNDER ALL �I A �I G I v
PSI FOR GARAGE SLAB. PROVIDE ALL UNSUPPORTED EDGES OF PLYWOOD. FOUNDATION PLAN F I RST FLOOR PLAN
ALL GAP PLATES TO BE DOUBLED
SLEEVES AND FOUNDATION VENT5 AS AND NAILED BOTTOM GAP PLATED TO
SCALE: I/4" = I'-O" z
REQUIRED BY NYS CODE. UNLESS SCALE: 1/4" = 1'-0"
INDICATED, ALL FOUNDATION END OF STUDS. LAP GAP PLATES AT
FOOTINGS ARE TO BE A MIN. 8" DEEP CORNERS. WHERE FLUSH FRAMING INSULATION O z0
PROJECTING 6 ON EACH SIDE OF THE OCCURS, USE MIN. 160A SHEET METAL ALL EXTERIOR WALLS AND ROOFS GYPSUM WALL BOARD
FOUNDATION WALL. PROVIDE TWO #4 SHALL BE INSULATED WITH FOIL
JOIST HANGERS BY "TECO" OR INSTALLED AS PER SECTION R702.3.2. N
APPROVED EQUAL. ALL CORNERS TO THROUGH R702.3.6 OF THE O
DEFORMED BARS CONTINUOUS IN THE FACED FIBERGLASS BATT INSULATION INTERNATIONAL RESIDENTIAL CODE. p
FOOTING. ALL 4" THICK CONCRETE BE MINIMUM 3/2X4 STUDS. HEADERS BY JOHN MANVILLE OR APPROVED GYPSUM WALLBOARD APPLICATION I' AIR SPACE m
SLABS TO HAVE 6X610/10 WELDED SHALL BE MINIMUM 2/2X6 UNLESS EG2UAL, FOIL TO BE PLACED TOWARD R-50 BATT INSULATION
WIRE REINFORCING. ANCHOR BOLTS IN NOTED ON PLANS. MINIMUM BEARING WARM SIDE. PROVIDE 11/2" RIGID SHALL BE TAPE JOINT SYSTEM. ALL
FOR STUDSJOISTS AND BEAMS SHALL GYPSUM BOARD TO BE I/2 ON WALLS 155«BUIL.DIN6 FELT
CONCRETE SHALL BE HOOKED 5/8 ," X FOAM INSULATION ON ALL EXTERIOR AND 1/2" ON CEILINGS UNLESS
BE 3 1/2". USE DOUBLE JACK STUDS FOUNDATION WALLS FROM FOOTING I/2" GDX PLYWOOD SSHINC7 E5 N }
12" AT MAX. 5' 0.0. PROVIDE BITUMEN FOR HEADERS OVER FIVE FEET IN �� OTHERWISE INDICATED. FINISH JOINTS, IIUCC�..
EXPANSION JOINTS BETWEEN SLABS TO 6 BELOW FINISHED GRADE UNLESS J-BEADS. NAIL DIMPLES, CORNERS ASPHALT HII6L
AND FOUNDATION WALLS. LENGTH. OTHERWISE SPECIFIED. CARE SHOULD
BE TAKEN NOT TO DAMAGE AND EDGES SHALL BE TAPED AND EDL FLASHING
RECEIVE THREE GOATS OF JOINT
NOTE: ALL NON-ENGINEERED LUMBER FOUNDATION WATERPROOFING. COMPOUND. ALLOW 24 HOURS TO DRY
TO BE DOUGLAS FIR #2 OR BETTER PAINTING AND STAINING BETWEEN GOATS. FINAL GOAT TO BE Z `
v
THE FOLLOWING 15 INCLUDED FOR THE SANDED SMOOTH. METAL CORNER EDL FLASHING
CONVENIENCE OF THE PAINTING BEAD TO BE USED ON ALL OUTSIDE VERTICAL SILL LINING
R
THIS PROJECT COMPLIES WITH THE CONTRACTORS AND ONLY A5 AN CORNERS AND AROUND ALL O zju
INTERNATIONAL RESIDENTIAL CODE, VERSION INDICATION R THE TYPES OF PAINTS OPENINGS. BLOGKIN6 AS REQUIRED INSULATE
2015 AND THE 2017 UNIFORM CODE SUPPLEMENT CAREFULLY AROUND WINDOW /2"0 VENT HOLE o EACH BAY
AND 2016 SUPPLEMENT TO THE REQUIRED FOR VARIOUS SURFACES. IT Z
IS THE INTENT
ELECTRICAL 1/2"0 VENT HOLE o EACH BAY TIGHT JOINT BETWEEN FINISH N ''11 ,,
NEW YORK STATE ENERGY CONSERVATION 5 THESE ALL WORK SHALL COMPLY WITH THE 6ROOVE AND FINISH MATERIAL — 1 t
CONSTRUCTION CODE; SPEGIFIGATIONTO PROVIDE A TEC W_
COMPLETE FINISH. ALL PAINTED NATIONAL ELECTRICAL CODE AND ALL I/2" GYPSUM BOARD LU >—
SURFACES MUST BE FULLY COVERED STATE, LOCAL, AND UTILITY COMPANY
IN ACCORDANCE WIT14 2015 IEGG RESIDENTIAL CODES AND REGULATIONS. ALL
I N A UNIFORM MANNER TO BE
i
ENERGY EFFICIENCY GODS, THE PROJECT CIRCUITS SHALL BE MINIMUM 15 ACCEPTABLE. AMP.
COMPLIANCE METHOD CHOSEN IS TOTAL POWER WIRING SHALL BE MINIMUM 14 TIGHT JOINT BETWEEN FINISH
INTERIOR WOOD SURFACES-APPLY TO GROOVE AND FINISH MATERIAL �
UA-ALTERNATIVE AND A RE5CHECK HAS BEEN LIGHTLY SANDED SURFACESEDL FLASHIN
, WALLS, AWG. CONVENIENCE OUTLETS SHALL
V I
SUBMITTED WITH THEME DRAWINGS. DOORS, FRAMES, TRIM, AND BASES, BE LOCATED 12" ABOVE FINISHED
ONE GOAT WOOD FILLER OR STAIN FLOOR UNLESS OTHERWISE INDICATED. ASPHALT 5HIN6LE5 BLOCKING m n,
JU
THI5 PROJECT COMPLIES WITH THE INTERNATIONAL AND TWO COAT5 MCKLU5KY'5 ALL SWITCHED TO BE LOCATED 36" 15#BUILDING FELT MOUNTINOBRACKET
41J l�
MECHANICAL GODS, CHAPTER 12 THROUGH 24, ABOVE THE FINISRED FLOOR UNLESS
I/2" GDX PLYWOOD SHEATHING
EGGSHELL FINISH NON-YELLOWING OTHERWISE INDICATED. SUPPLY O O
THE INTERNATIONAL PLUMBING CODE, CHAPTER, POLYURETHANE. _
SPACE
25 THROUGH 52, THE INTERNATIONAL ELECTRIC GYPSUM BOARD- MINIMUM ONE GOAT RECOMMENDED LAMPS IN ALL AIR
CODE, CHAPTER 55 THROUGH 42. PRIMER AND TWO GOATS FLAT PAINT.11
FIXTURES. R-3o BATT T INSULATION
EXTERIOR WOOD 5URFAGE5- TWO I/2" GYPSUM BOARD l l
TO THE BEST OF MY IGNOWLEDGE, BELIEF AND COATS EXTERIOR GRADE STAIN. v Z
EXTERIOR EXF05ED METAL- MINIMUM NOTES:
THESE PLANS BLOGKIN' nn 3
PROFESSIONAL JUDGEMENT, ONE GOAT ZING CHROMATE AND TWO I. OBTAIN ALL PERMITS PRIOR TO NOTE=
AND/OR SPEGIFICATIONS ARE IN COMPLIANCE THE START OF WORK. -NAIL THE MANUFACTURE FLA5HIN6 PIECES TO THE FRAME,NOT THE-ROOF
I THE 2015 IEGG, 2NI� PRINTING A5 ADOPTED BY GOATS EXTERIOR ENAMEL. -BUILDIN6 FELT TO BE FOLDED UP A6AIN5T ALL 51DE5 OF HMON Q
NYS, AND THE 2016 NYS ENERGY CODE ALL MATERIAL SHALL BE OF BEST -VAPOR BARRIER SHOULD BE USED TO AVOID MOISTURE
QUALITY PITTSBURGH, PRATT 4 2. DOOR TRIM AND BASE MOLDING
SUPPLEMENT TO MATCH EXISTING
DC
LAMBERT, DUTCH BOY. GABOTS,
MCKLU5KY5, OR APPROVED EQUAL. III
NOTE:
p
NOTE: CONTRACTOR 15 TO PROVIDE 5. FINISHES TO BE SUPPLIED A O z \
FOUNDATIONS CHAPTER 4 DESIGN BASED UPON PRESUMPTIVE LOAD SAMPLES OF ALL PAINTS AND STAINS BY OWNER DETAIL N _
BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AT 2000 L55 N
' < O
PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT FOR ARCHITECT'S AND/OR OWNERS APPROVAL. SCALE: I"
501L MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE, FOR Q
ALTERNATIVE FOOTING AND FOUNDATION WALL ME51ON
o Q � o
MINIMUM DESIGN DEAD LOAD5" AS PER ASCE 1-05 WWII -r
LOAD
COMPONENT (psf)
C E I L I N G S
'A R C.. ,.I_f..E.C.t S'
GYPSUM BOARD (I/2-In) '7.0
'TOR C H ITECT P.C.
DD O'CONNELL
GYPSUM BOARD (5/8-In) a.0
SUSPENDED STEEL GHA14NEL SYSTEM 2.0
TODD O'CONNELL, AIA
COVERING 5, ROOF, AND WALL 1200 Veterans Memorial Highway
ASPHALT 5HINGLE5 2.0 (2)15/4"xl lYq ML LVL RIDGE eraSuite 120
GYPSUM SHEATHING, 1/2-1n. 2.0
Hauppauge,NY 11788
PLYWOOD (per 1/2-In) I.6 12 P(631)650-6666
RIGID INSULATION, 1/2-In. 0."75 b F(631)650-6667
SINGLE-PLY SHEET WATERPROOFING MEMBRANE O.'1
C(516)658-0325
BITUMINOUS, SMOOTH SURFACE
--- ----- -- --
15
WATERPROOFING MEMBRANE
FLOORS AND FLOOR FINISHES - REMOVE EXISTING
CERAMIC OR QUARRY 'PILE (3/4-In) 4" FRE5H AIR VENT O CEILING JOISTS
R BED
ON I/2-1n. MORTA16.0 THROUGH ROOF EXISTING 2"xb" R.R. TO -
L BE 515TERED WITH
HARDWOOD FLOORING, '1/7-In. 4.0 I 2"x10" R.R. ® 16" O.G.
1 � t ..
LINOLEUM OR ASPHALT TILE, 1/4-In. 1.0 1 ►_
ILIVING ROOM
SUBFLOORING, 3/4-In. 3.0 5111
" 1 N �E� VEPIPESTHATEND THROUGH A ROOF SHALL BE
FLOORS, WOOD J015T 6P10 plaster) 12-In. I6-fn. I s� EOANPbIOABOVE THE F OR b
RE� AOVTHE ANTCIATEDstN AWJFIULATIO
J015T SIZES (In.) O.G. O.G.
EXISTING KITCHEN PROPOSED PROPOSED BATH 2" J WHICHEVER IS GREATER.WHERE A ROOF IS TO BE USED FOR
2X6 6 5 POWDER ROOM ---------' ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR
--- I SUNBATHING DECK OR FOR 51MILAR PURPOSES,OPEN VENT EXISTING 2"xb"F.J.m Ib'O.G.
_ I ------r--------T -- I PIPES SHALL TERMINATE NOT LESS THAN?FEET ABOVE THE
2x8 6 6 __ -T_--- T----,- I SHOWER I ROOF.
r.--- -T--r t I 1 I I I EXISTING BATH I
2X10 7 6 I I 1 1 1 PSIOs2 FROST CLOSURE 6RADE GR6NL5PAGE
RCENT
I I WHERE THE 4?.5 PEVALUE FOR OUTSIDE DESIGN GRADE
2X12 8 -7 ( 1 I 1 I 1 I 1 11 TEMPERATURE 15 0-r-OR LESS,VENT EXTENSIONS THROUGH A
1 I ( 1 I I 1 I I 1 3 ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN to
FRAME FARTI TION 5 I I 1 I 1 I EXIST.SINK I DIAMETER ANY INCREASE IN THE SIZE OF THE VENT SHALL ealT
c I I 1 211 1 I 1 I '211
1 1 1 I EXIST Q 1 MADE NOT LE55 THAN I FOOT INSIDE THE THERMAL ENVELOPE WOOD OR STEEL 5TUD5, 1/2-In. GYP. BOTH 51DE5 8.0 1 I I I TOILET 1 OF THE BUILDING. (y
N
FRAME WALLS I I/2" DW j I I I/2" I � I I/2" 1 I EXIST.TUB � Z #
EXTERIOR STUD WALLS: I I I 1 TABLE P52011 Q
2x4 a I6-fn., 5/&-in. GYPSUM, 11 1 1 Q I 512E OF TRAPS FOR PLUMBING FIXTURES F'
11.0 2" :2 3" 2" 2" TRAP SIZE
INSULATED, 3/8-In. SIDING G.O.
PLUMBING FIXTURE MINIMUM 5EGTI ON
ONGHES) z
ci
2x(b ® 16 5/8-In. GYPSUM, 3 -- BATHTUB MITH OF WITHOUT 5HOHER HEAD AND/OR 1 1/2 SCALE: 1/4" = 1'-0"
INSULATEDD,, 3/8-in. SIDING 12'0 r--- WHIRLPOOL ATTACHMENTS) z
I
EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 :J 1 CLOTHES WASHER STANDPIPE 2/4
WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR i DISHWASHER ON SEPARATE TRAP 11/2 m w Q U O
PLASTER, ADD 5 Ib/ft2 FOR EACH FACE FLA5TERED. VALUES I FLooR DRAIN 2 0 j y z 0I-q a v
KITCHEN SINK(ONE OR THO TRAPS,WITH OR w w O F U O O
GIVEN REPRESENT AVEf?AGES. IN SOME GASES THERE ISA I 11/2 � m o� � fi
HWH WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) Q�- l -
CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. aw o-_
EXISTING UNFINISHED BASEMENT
LAUNDRY TUB ONE OR MORE COMPARTMENTS 11/2
O U4 w
2016 EGG OF NEW YORK STATE: I LAVATORY 1 1/4 O O a O
W I SHOWER(BASED ON THE TOTAL FLOW RATE N
R4015: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE I THROUSH SHONERHEADS AND BODYSPRAYS) ��u°
FLOW RATE. F Q z w Q
BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN 5.1 GPM AND LESS 11/2 `"o ° o W
THE UTILITY ROOM 05' OTHER APPROVED LOCATION INSIDE THE I " MORE THAN 5.7 GPM UP TO 12.5 GPM 2 u,�a k m Y
BUILDING. GO 4 �z z a10
MORE THAN 12.5 GPM UP TO 25.8 GPM 5 A 0 x=-�v w N 0
R402.2.4: ATTIC OR ('.RANL SPACE ACCESS - SHALL BEz ~ ~
3 P. f2��`1JML—t.VL RILII
WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO 9Q-'
THE INSULATION ON THE SURROUNDING SURFACES. CONNECT TO z
EXISTING WASTE z a> w
R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE :� _ _ x _ <$m o o
CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 5 AIR CHANGES PER — w Q
HOUR.
IL�wNw Q �-
(V 5KYL16HT n n SKYLIGHT N U-V o V w
R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING n m o o o o }-
THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH _ �� �' �'v z o
THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY FLUMB I NG NA5TE D I AC RAM (2)2"xIO" — (2)2•x10 — ;�q�zol Z
" off'CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL SCALE: 14" _ 0< l �
COMPONENTS AND VERIFY COMPLIANCE. / 1 O " RI R-oIS To BF-
m °v
R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE SISTERED WITH 2"x10" R.R.® 16" O.G. 515TERED WITH 2"x10" R.R. ® 16" O.G.
TESTED AND VERIFIED AS HAVING < 5 AGH50 IN CZ4A, 5, AGA.
TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. - m
R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING
FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE.
EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND
EXHAUST PIPES INSTALLED GONTINUOU5 TO THE OUTSIDE
R405.5.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER �-
BOXES SHALL BE SEALED. tu
Z
R405.5.5: DUCT TESTI NG - DUCTS SHALL BE PRESSURE TESTED TO v
DETERMINE AIR LEAKAGE. n0
EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE
THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN 0
THE BUILDING THERMAL ENVELOPE.
rr
R405.5.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR
PLENUMS 4" FRESH AIR VENT
J 11 THROUGH ROOF z 0 1�1
R405.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING i p 0O z0
FLUIDS >105°F OR <55°F, INSULATE TO R-5 MIN. v
I
R405b: MECHANICAL. VENTILATION - THE BUILDING SHALL BE 3" 0, O
PROVIDED WITH VENTILATION THAT MEETS THE REaUIREMENT5 OF 1 40 N Q
IRC/IMG. m
THE MECHANICAL. VENTILATION RATE SHALL BE NO GREATER EXISTING KITCHEN PROPOSED PROPOSED BATH 2"
THAN POW---DER __J �
ROOM
0.01 X GFA + -7.5 X (# OF BEDROOMS + I) _—_ I _ -T I--—,-------r-------�+---------------- 1 �
*CFA = CONDITIONED FLOOR AREA F----- T—_r —T I I I I SHOWER 1 I EXISTING BATH 1 N
R403.-I: EQUIPMENT SIZING - PER ALGA MANUEL S, BASED ONI 1 I I I I I I I 1 z
LOADS CALCULATED PER ALGA MANUEL J. I I I I I I I I I I 1 3„ z_
1 1 I EXIST.SINK i F
R404.1: LIGHTING - A MINIMUM OF 7596 OF PERMANENTLY I I 1 EXIST I lu LU
X
1 1 4
INSTALLED FIXTURES MUST HAVE HIGH-EFFICANGY LAMPS. I/ DW I I I I/ I I I/ i I TOILET EXIST.TUB I EXISTING RIDGE
LOW-VOLTAGE L.I5HTING EXEMPT ILII I I i I O
ZLU
C.O. —"W—2' Hw tiw rw ►+w rra—rw—Hw—wv—rIw �— W
G
WIT
------ - 3T. n,
r v l� >LU
—
40
� HWH • �
EXI5TING UNFINISHED BASEMENT W n�
lu
(BACKFLOW �-- n/
1� PREVENTER V/ l�
0
G.O. � r
3„ LU O N
CONNECT TO v z
EXISTING WASTE
D
ROOF FLAN tu
'LUME31NC SUPPLY i7I AORAM SCALE: 1/4” = I'-O" N z z
SCALE: 1/4" = I'-O" p/ t� 4 z
LU
O Q IS
TABLE R602.3(I) TABLE R602.3(I) TABLE R602.3(5) SIZE, HEIGHT AND SPAG I NO OF WOOD STUDS Q
FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED
NUMBER AND TYPE NUMBER AND TYPE SPAGIN6 OF FASTENERS
BEARING WALLS NON-BEARING WALLS
I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER apc SPAGIN6 AND LOCATION ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER 004
y, INTERMEDIATE
ROOF (INCHES 5UPPORT5-A MAXIMUM SPACING MAXIMUM 5PAGING WHEN MAXIMUM SPACING WHEN
'ARCHITECTS-
(1NGHEs) LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, MAXIMUM 5PAGING WHEN LATERALLY LATERALLY
4-5d Box(2 "X0.113")OR STUD SIZE SUPPORTING TWO FLOORS,
WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SUPPORTING TWO UNSUPPORTED UNSUPPORTED TODD O CONNELL
BLOCKING BETWEEN GEILIN6 JOISTS OR RAFTERS 3-10 COMMON(2O-Jx5.131");OR UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-CEILING PLUS AROOF-CEILING A R C H I T E C T P.C.
I TOE NAIL SHEATHING TO FRAMING[SEE TABLE 8602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] (INCHES) g SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT �;;�"
TO TOP PLATE 3-IOd BOX NAILS
OR HEIGHT (FEET) OR A HABITABLE ATTIC A55EMBLY OR A HABITABLE A55EMBLY OR A HABITABLE
3-3"X0.131"NAILS 30 s/D"-�„ bd COMMON(2"x5.113")NAIL(SUBFLOOR,WALL) b 12f ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) HEIGHT g (INCHES) g (FEET) g (FEET)
Bd COMMON(215"X0.131")NAIL(ROOF)
4-ad Box(2 �"x5.113") OR TODD O'CONNELL, AIA
2 GEILIN6 JOISTS TO TOP PLATE 3-bd COMMON(215"X0.131");OR PER JOIST,TOE NAIL 31 1%2.- 1" ad COMMON NAIL(215"X0.131") 6 12f
3-IOd BOX(2 Y2"XO.i2a");OR 1200 Veterans Memorial Highway
Suite 120
3-3"X0.131"NAILS IOd COMMON(3"X0.145")NAIL;OR
32 1 Y°' - 1 Ya" ad(2 Ys"X0.131")DEFORMED NAIL 6 12 Hauppauge,NY 11788
GEILIN6 J015T NOT ATTACHED TO PARALLEL RAFTER, 4-10d BOX(3"X0.113")OR OTHER WALL SHEATHING
3 LAPS OVER PARTITIONS[:see Sections R802.3.1 ,R602.3.2 3-I6d COMMON(3 Y2"X0.162");OR I 6ALVANIZED ROOFING NAIL, a HEAD P(631)650-6666
4-3"X0.131"NAILS FACE NAIL H!55
I YY STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib ga., 3 6 F(631)650-6667
and Table Rb02.5.1 (9)] 5HEATHIN5 I Y"LONG
I 4 6ALVANIZED ROOFING NAIL, a' HEAD C(516)658-0325
GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER 25,52" STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib ga., 3 6
TABLE R802.5.1(9) SHEATHING
4 (HEEL JOINT), FACE NAIL 014"LONG � G � r
[see Sections 8502.3.1 ,R8O2.3.2 and Table 8602.5.1 (901 d I)s" 6ALVANIZED ROOFING NAIL;STAPLE 2X4 10 24 I6 -- 24 10 16 SrrSr,r7rr,'I:r, -, rrf i it cri-. f.(+144
Y," GYPSUM SHEATHING 6ALVANIZED, I Ys"LONG;I Y4"SCREWS, 1 2X6 10 24 24 I6 24 20 24 '
4-IOd Box(3"X0.12b")OR TYPE W OR 5
r�i:r;r,Y r�I 1.01.3
COLLAR TIE TO RAFTER,FACE NAIL OR I Ys"X 20go. 3-IOd COMMON(3 Ys"X0,145");OR d 1 s/4"6ALVANIZED ROOFIN6 NAIL;STAPLE
5 RIDGE STRAP TO RAFTER. 4-3"X0.131"NAILS FAGS NAIL EACH RAFTER 36 5/a"6YFPSUM SHEATHING 6ALVANIZED,I !%&"SCREWS,TYPE W OR 5 FOR 51; 1 INCH = 25.4 mm, I FOOT = 304.5mm
WOOD STRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE
bd BOX NAILS(3�"X0.135")OR 2 TOE NAILS ON ONE SIDE bd DEFORMED(2"X0.120")NAIL;OR
3- SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE: PERMITTED
Is
RAFTER OR ROOF TRUSS TO PLATE 3-IOd COMMON NAILS(3"X0.146'7;OR AND I TOE NAIL ON OPPOSITE 3'T /4"AND LESS bel COMMON(2 Y,"x5.131") NAIL 6 12 N EREELI NOT BE USED NI EXTERIOR ION 2 F SECTION 8602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.
6 4-10d BOX(3"X0.125");OR SIDE OF EACH RAFTER OR b.
4-3"X0.131"NAILS TRU55 I35 ad COMMON(2"x5.131") NAIL;OR 6 12 C. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO
V. - I" ad DEFORMED(215"x0.120")NAIL 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 1
4-I6d(3�"X0.135")OR IOd COMMON(3"X0.145'7 NAIL;OR € `
3-10d COMMON(3"X ");O );OR TOE NAIL 39 I Ys"- I Y4" 5d DEFORMED(215"X0.120")NAIL 6 12 TABLE R602.10.4- BRAG I NO METHODS 7
4-IOd SOX(3"X0.126");OR
4-3"X0.131" NAILS FOR SI: 1 Inch = 25.4 mm, I foot = 304.5 mm,I MILE PER HOUR = 0.44'1 m/s;I ksl = 6.595 MPa
T ROOF RAFTERS TO RIDbf:,VALLEY OR HIP RAFTERS OR CONNECTION CRITERIA
ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM METHODS, MATERIAL MINIMUM THICKE55 FIGURE FASTENERS 5PAGING
3-Ibd BOX(3�"X0.135")OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWI5E STATED.NAILS USED FOR FRAMING AND SHEATHING -
2-I6d COMMON(3 Ys"X0.162");OR TOE NAIL CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENOTH5 A5 SHOWN: 60 KSI FOR SHANK DIAMETER OF 0.192 INCH(god R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDIN05 LOCATED IN
3-lod BOX(311X0.12&19;OR COMMON NAIL),90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.M INCH,AND 100 KSI FOR SHANK EXTERIOR SHEATHING PER
WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS.
3-3"X0.131"NAILSDIAMETERS OF 0.142 INCH OR LESS. TABLE 8602.3(3) b"ED6E5 12"FIELD
GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE
WALL b.STAPLES ARE Ib 6A6E WIRE AND HAVE A MINIMUM"1/I6-INGH ON DIAMETER GROWN WIDTH. GS-WSP 38 1, REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19x6 AND ASTM E 1886 AS
dFOUR-FOOT BY 5-FOOT OR 4-FOOT BY
c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 495 INCHES OR GREATER. CONTINUOUSLY SHEATHED
Ibd COMMON(315"X0.162") 24"O.G.FACE NAIL INTERIOR SHEATHING PER MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR
. 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. WOOD STRUCTURAL PANEL
b STUD TO STUD MOT AT BIRACED WALL PANELS) e.SPAGIN6 OF FASTENERS NOT INCLUDED IN TH15 TABLE SHALL BE BASED ON TABLE R6025(2). VARIES BY FASTENER In
IOd(3"X0.125");OR F I TABLE Rb02.3(I)or 86023(2) WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING
3"X0.131")NAILS Ib"O.G.FAGS NAIL f.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO Q >(S
CABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.WHERE THE ULTIMATE DE516N WIND SPEED 15 GREATER THAN 130 MPH, O STANDARD OR AN51/10ASMA 115. (SEE TABLE BELOW) 1-
NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH EXCEPTION:
165 Box(3>5"x5.132");op, N
STUD TO STUD AND ABUT'I'IN6 STUDS AT INTERSEGTIN6 WALL 3"X0.131"NAILS 12"O.G.FAGS NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. rY
9 CORNERS(AT BRACED WALL PANELS) g.GYPSUM SHEATHING SHALL CONFORM TO ASTM G 1396 AND SHALL BE INSTALLBO
ED IN ACCORDANCE WITH 6A 253.FIBERBOARD SHEATHING UI :5-15IDA
WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LE55 THANY6 INCH AND A
Ibd COMMON(3)5"X0.162") 16"O.G.FACE NAIL SHALL CONFORM TO ASTM G 205. 1 GONTINU0L5LY SHEATHED ~ #
h.SPAGIN6 OF FASTENERS ON FLOOR SHEATHING ED6E5 APPLIES TO PANEL EDGES SUPPORTED BY FRAMING WOOD STRIGTURAL PANEL MEMBERS AND REQUIRED 3 11 SEE METHOD 05-WSP SEE METHOD G5-WSP SPAN OF NOT MORE THAN 95 FEET SHALL BE PERMITTED FOR OPENING PROTECTION.
z
l9 /8 y
Ibd COMMON(3 Ys"X0.162") 16"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPAGIN6 OF FASTENERS ON ROOF SHEATHING PANEL ED6E5 APPLIES TO PANEL ED6E5 <
Z ADJAGLTT TO GARAGE PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE _
10 BUILT-UP HEADER(2"TO 2BLOGKIN6.BLOGKIN6 OF ROOF OR FLOOR 5HEATHIN6 PANEL EDSE5 PERPENDICULAR TO OPENINGS OPENING CONINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE .--1
TA
117-
Ibd BOX(315"X0.135") 12" O.G.EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE PREDRILLED TA REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED -1 J
SUPPORTED BY FRAMING MEMBERS OR 50LID BLOCKING. Q to
Z
5-aB
d OX(2 Y,"X0.113");OR I WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TWO TOE NAILS U1 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO
II CONTINUOUS HEADER TO:iTUD 4-5d COMMON(215"X0.131'7;OR TOE NAIL ON ONE 5IDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH TH15 SCHEDULE.THE TOE NAIL ON XRESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH }
4-lod BOX(3"X0.128" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Z
Ql EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT
Ibd COMMON(315"X0.162") Ib" O.G.FACE NAIL GONTINUOLSL SHEATHED 7 SEE SECTION R602.10.6.4 SEE SECTION RbO2.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANGHOR5 PERMANENTLY INSTALLED ON THE
TOP PLATE TO TOP PLATE z 6 BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 15 PERMITTED FOR 0 T OF 45 FEET OR LESS WHERE THE ULTIMATE
3"x5.131")NAILS a
12 IOd SOX(3"X0.126");OR 12"O.G.FACE NAIL TABLE 8802.1 I RAFTER OR TRUSS UPLIFT CONNECTION FORGES PORTAL.FRAME /� BUILDINGS WITH A MEAN Roof-: HEIGH9 °
ab c,df,a.h
FROM WIND (ASD) (POUNDS PER CONNECTION) DESIGN WIND SPEED, IS 180 MPH OR LESS. uu°�1 o 00
&-Ibd COMMON(3�"X0.1629;OR EXPOSURE B V Q N a
12-Ibd BOX(3),"X0.135");OR I Ys" long X 0.12 dia. LL Hix-
BRACEDV
DOUBLE TOP PLATE SPLICE FOR 5DG's A-D WITH SEISMIC (for)4'thick sheathing) Tr�BLE RBO 1.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING LL m
2 12-IOd BOX(3"xO.12a");OR FACE NAIL ON EACH SIDE OF ;i
WALL LINE SPAG.iN6<25' ULTIMATE DESIGN WIND SPEED Vult (mph) Y2 Or /32 for 1 '/4" Ion o
12-3"X0.131" NAILS END JOINT(MINIMUM 24"LAP p d 25 �� g X 0.12 dla. O �� O
G5-5FB n (for 2'/5]"thick sheathin 3"EDGES 6"FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS 0'4 a
SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN p p F�a���o y in
130 m h 140 m h CONTINUOUSLY SHEATHED maximum 16 galvanized roofing Halls or common
13 END JOINT) TRU55 5PAGING (FEET) STRUGTURi+L FIBERBOARD g g FASTENER SPAGIN6 v z LL u,
DOUBLE TOP PLATE 5PLIC:E 5DG's D ,D ,OR D -AND Stud 5 QG Iri (2 Ys" long X 0.131"dia)nails E
o I 2 12-16d(315"x5.135") ROOF PITCH ROOF PITCH p 9 m M ° Z m
BRACED WALL LINE SPAC'.ING>25' w��� z°O �
FASTENER TYPE 4 FOOT 6 FOOT R
<5:12 >5:12 <5:12 >5:12 PANEL SPAN < PANEL SPAN < PANEL SPAN °Z O$ A w f i z v
Ibd COMMON(3 Ys"x5.162") 16"O.G.FACE NAIL 12 95 55 122 113 FOR 51: 1 INCH = 25.4 mm, I degree- = 0.0175 rad I pound per s uare foot=4'7.8 N/m', I mile per hour = 0.447 m/s. �4 FOOT < 6 FOOT < 8 FOOT V
I FOOT = 304.95mm, g p p a p _
14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR Ibd BOX(315"X0.135");oR 18 122 112 157 146 a. Adhesive a�tochment of wall sheathing including Method GB, Shall not be permitted In 5elsmic Design Categories G, Do, D and r:>:2. ~Z ► p V
BLOCKING MOT AT BRACED WALL PANELS) 12"O.G.FACE NAIL 24 149 137 I12 178 I NO. 8 WOOD SCREW O'� Q O
3"x0.131'7 NAILS 28 167 153 21(o 200 b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall BASED ANCHOR WITH 2 16 10 g Q 1,Q iX W X�o
3-Ibd BOX(3)5"X0.135");OR 3 EACH 16"O.C.FACE NAIL 12 O.G. 32 185 170 240 222 of the garage. in 5elsmiG Design Categories Do, DI, and D2 roof covering dead load shall not exceed 3 psf. Q N° o j w).
w���o �O m
IS BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-Ibd COMMON(3),"X0.162'7;OR 2 EACH I6"O.G.FACE NAIL 36 203 186 264 244 G. Garage openings adJacent to a Method GS-G panel shall be provided with a header in accordance with Table R602.5 (1). A full INCH EMBEDMENT LENGTH z j F LL
BLOCKING(AT BRACED WALL PANELS) 4-3"X5.131"NAILS 4 EACH 16"O.G.FACE NAIL 42 230 211 300 2-795 height clear opening shall not be permitted to a Method 05-5 panel. NO. 10 WOOD SCREW ° Q m N w
4a 2595 236 336 311 d. Method G5-5FB does not apply in 5elsmiG Design Categories Do, DI , D2. Q �i��a
4-Sd BOX(2 "x0.113'7;OR BASED ANCHOR WITH 2 I6 12 q u�'LL ° o Z
3-Ibd BOX(3 Ys"X0.135");OR 12 126 117 162 150 e. Method applies to detached one and two-family dwellings in 5elsmiG Design Categories Dothrough D2only. w ,w
4-ad COMMON(2 Y,"X0.131");OR TOE NAIL IB 162 149 201 194 INCH EMBEDMENT LENGTH �W0 W!4 w�a<��m
4-10d BOX(3"X0.128");OR 24 118 1952 255 237 N O 5 �O U_O K�
Ib TOP OR BOTTOM PLATE 1'O STUD 4-3"X 0.131 NAILS „ 295 222 203 287 266
Y4 INCH LAG SCREW LINouQmuF�LL
I6 O.G. 32 246 226 319 215 TABLE 8602.10.5 o o
to
3-Ibd BOX(3�"X0.135"J;OR BASED ANCHOR WITH 2 I6 I6 I6 Q
�_�N �
2-I6d COMMON(3)5"X5.162'7;OR END NAIL 36 27o 247 351 325 MINIMUM LENOTH OF BRACED WALL PANELS INCH EMBEDMENT LENGTH $~ a o°
3-10d Box(311X0.126');op, 42 1 306 1 281 319 1 370 o Z
3-3"x5.131"NAILS 495 1 343 1 314 447 1 414 METHOD MINIMUM LENGTH Q w
3-IOd BOX(3"X0.126");OR (INCHES) CONTRIBUTING F 0
2-Ibd COMMON(3 Ys"X0.162'7;OR EXF05URE G ADJACENT CLEAR WALL HEIGHT LENGTH a: THIS TABLE IS BASED ON 180 MPH ULTIMATE Q Q N o O v D
11 TOP PLATES,LAPS AT GORNERs AND INTERSECTIONS FACE NAIL OP--NINE HEIGHT (INCHES) DESIGN WIND SPEED ANDA 33 FOOT MEAN ROOF
3-3"x0.131"NAILS ULTIMATE DE51ON WIND SPEED VUIt (mph) (INCHES) 6 FEET q FEET IO FEET II FEET 12 FEET
HEIGHT.
3-8d BOX(2 "X0.113'7;OR RAFTER OR ROOF SPANGS-ASP <64 2 4 27 30 33 36 ACTUAL
2-8d COMMON(2X2"x5.131");OR TRUSS 5PAGING (FEET) 130 mph 145 mph b. FASTENERS SHALL BE INSTALLED AT OPPOSING < }-
Ib I" BRAGS TO EACH STUD,AND PLATE 2-lod BOX(3"X0.12&'7;OR FACE NAIL ROOF PITCH ROOF PITCH ENDS OF THE WOOD STRUCTURAL PANEL. m
2 STAPLES I
FASTENERS SHALL BE LOCATED NOT LESS THAN
%4"
3-56 SOX 2 xo.l ;OR <5:12 >5:12 <5:12 >5:12
15
2-8d COMMON(2 "X0.131');OR 12 161 151 1995 1956
Iq I"X b"5HEATHING TO EACH BEARING G
2-IOd BOX(3"X0.126");OR FACE NAIL TABLE 8507.2 INCH FROM THE EDGE OF THE PANEL.
C. ANGHOR5 SHALL PENETRATE THROUGH THE
2 STAPLES,I"GROWN, 16go.) %"LONG 195 2095 195 257 242 DECK LEDGER CONNECTION TO BAND JOISTap EXTERIOR WALL COVERING WITH AN EMBEDMENT
24 256 231 317 218
3-bd BOX(2 "x5.1"3'7;OR „
3-5d COMMON(2 Ys"X0.131");OR 2 2
8 89 261 (
355 335 DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=1 O PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE
I2 O.G.
3-IOd BOX(311x0.12517;OR 32 321 219 3195 373 - BUILDING FRAME. FASTENERS SHALL BE LOCATED
3 STAPLES, I"GROWN,Ib a.,1 s/4"LONG 36 353 321 455 411 JOIST SPAN
g CONNECTION DETAILS NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE
20 1"X&"AND WIDER SHEAT'HIN6 TO EACH BEARING WIDER THAN I" X a" FACE NAIL 42 402 375 419 468 V AND LESS 61"TO b' &T'TO 10' 1 10'1 TO 12' 1 12'1 TO 14' 14T'TO Ib' 1 1611 TO Ib' W
495 450 420 560 524 ON-CENTER SPAGIN6 OF FASTENERS CONCRETE BLOCK OR CONCRETE. I
4-8d BOX(2 }"X0.113'7;OR
3-bd COMMON(215"x0.1'31");OR 12 214 201 263 247 INCH DIAMETER LAC,SCREW o,d 30 23 la Is 13 11 10 cl. PANELS ATTACHED TO MASONRY OR 0
3-IDd BOX OIX5.12819;OR 195 277 251 342 322 WITH� INCH MAXIMUM SHEATHING MASONRY/STUGGO SHALL BE ATTACHED USING O
4 STAPLES,I"GROWN, Ibga.,l 5/4"LONG 24 340 3195 422 316 I INCH DIAMETER BOLT WITH j INCH 36 36 54 2q 24 21 19 VIBRATION-RESISTANT ANCHORS HAVING AN
16" OG2
FLOOR 0
. . b 554 358 476 446 MAXIMUM SHEATHING ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS z
32 42-7 3195 52141% 1 INCH DIAMETER BOLT WITH I-INCH
4-bd BOX(2 �"X0.2"3'7;OR MAXIMUM 5HEATHIN6e 36 36 29 24 21 la 16
36 469 4395 583 547 THAN 1,500 POUNDS.
21 JOIST TO SILL,TOP PLATE OR 6IRDER 3-8d COMMON(2 Y�'X0.I31");OR FOR 51: 1 Inch = 25.4 mm, I foot =304.5 mm, I pound per square foot - 0.04"19 kPa
3-IOd BOX(3"X0.126");OR TOE NAIL 42 535 411 664 622 p P 0.
3-3"X0.131"NAILS 45 511 551 -745 1 697 a.Ledgers shall be flashed In accordance with Section R7703.4 to prevent water,from contracting the house band joist.
Sd Box(2 "x0.113') 4' O.G.TOE NAIL b.Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER
c.The tip of the lag screw shall fully extend beyond the Inside face of the band foist. TABLE R301.1
RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP ad COMMON(215"X0.131");OR d.Sheathing shall be wood structural panel or solid sawn lumber Il
22 FOR SI: 1 INCH = 25.4 mm, I FOOT = 304.5mm, I MILE PER HOUR= 0.44-7 m/s, g p Z I--
PLATE(ROOF APPLICATIONS ALSO) IOd Box(3"X0.128");OR 6"O.G.TOE NAIL s e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. 0
3"X0.131" NAILS I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.1 N/m , I plf 14.6 N/m Up to 1/2-Inch thickress of stacked washers shall be permitted to substitute for up to 1/2-inch of allowable STRUCTURAL MEMBER ALLOWABLE V
- 2 SOX x5. ;op, sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION
2-Sd COMMON(2)5"x5.131'7;OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF
23 1" X 6" 5UBFLOOR OR LEMS TO EACH JOIST 3-10d BOX(3"X0.128");OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT RAFTER-15 S HAVING SLOPES GREATER THAN 3/12 L/180 N
2 STAPLES, I"GROWN, Ibga.,l °/4"LONG TABLE 8507.2 0
CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE WITH NO FINISHED CEILING ATTACHED TO
3-I66 BOX(3Ys'X0V.135'7;OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS N Q
24 2"SUBFL.00R TO JOIST GR GIRDER 2-Ibd COMMON(3)v"x0.162") BLIND AND FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE INTERIOR WALLS AND PARTITIONS H/1950 M
3-I6d BOX(3Ys'X0.135'7;OR TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF MINIMUM END AND EDGE DISTANCES AND 5PAGING BETWEEN ROWS
25 2"PLANKS(PLANK E BEAM-FLOOR 3 ROOF) AT EACH BEARING,FACE NAIL
2-Ibd COMMON(315"x5.162'7 HEIGHTS. TOP EDGE BOTTOM EDGE ENDS ROW 5PAGING FLOORS L/360
3-I6d COMMON 3 "XO.162' b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING CEILING WITH BRITTLE FINISHES (INCLUDING L/360 N w
4-10 BOX(3"XO.125");OR ASSEMBLY 2 2 5/5 DEAD LOAD OF 15 PSF. LEDGER° INCHES" s/4 INCH INGHE5b 1INGHE5b PLASTER AND STUCCO) 0.�
26 BAND OR RIM JOIST TO.101sT 4-3"x5.131"NAILS;OR END NAIL G. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF CEILIN55 WITH FLEXIBLE FINISHES (INCLUDING
4-3"X 149a.STAPLES,a"GROWN NAIL OVERHANG OF 24 INCHES. BAND J015V 5/4 INCH 2 INCHES 2 INGHE5b 15/95 INGHE5b GYPSUM BOARD)
L/240
G R s o o d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE
20d COMMON(4"x5.192");OR 32" O.G.AT TOP AND BOTTOM MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 95 FEET OF BUILDING FOR 51: I INCH-25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240
AND STAGGERED a. LA6 50RENS OR BOLTS SHALL BE 5TA66ERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE 850-12.1(U.
24" O.G.FAGS NAIL AT TOP CORNERS. EXTERIOR WALL5 - WIND LOAD- WITH PLASTER OR H/360 ul
IOd BOX(3"X0.126");OR b. MAXIMUM 5 INCHES.
-1 BUILT-UP GIRDERS AND 5EAM5,2-INCH LUMBER LAYERS 3"X0.131"NAILS AND BOTTOM 5TA66ERED ON e. FOR BUILDIN55 WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURERS RECOMMENDATIONS SHALL 6OVERN. STUCCO FINISHES
OPPOSITE SIDES
AND: UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. TH15 d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LA6 SCREWS OR BOLTS TO THE E06E OF THE LEDGER SHALL BE IN ACCORDANCE W1TH FIGURE R501.2.1(I). l 1
v
2-20d COMMON(4"x5.192'7;OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADS- WITH OTHER H/240 O
3-IOd BOX(3"X0.129517;OR AT EACH SPLICE FORGES. BRITTLE FINISHES
3-3"X0.131"NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT TABLE: R402.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION GODS EXTERIOR WALLS - WIND LOADS- WITH FLEXIBLE H/120d
4-I6d BOX(3 j"x0.13511;OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL FINISHES.
25 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(315"XO.Ib2'7;OR AT EACH JOIST OR RAFTER, WALL ABOVE. EQUIVALENT U-FACTORS X Z�-
4-1od BOX(3"X0.125'7;OR FACE NAIL g' LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LINTELS 5UPPORTING MASONRY VENEER WALLS- L/600 `�•
4-3"X0.131 NAILS
SHALL BE PERMITTED.
CLIMATE ZONENO'rZE: L=SPAN LENGTH, H=SPAN HEIGHT
2q BRID61N6 TO JOIST 2-lod(311PERMITTED
x0.126'7 EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGING SHALL BE FENESTRATION SKYLIGHT GEILIN6 FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS V
TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN �-
AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS !�
4 EXCEPT 0.35 ' 0.55 0.026,F 0.060 O.O�iB 0.047 :'0.05q - 0.065 .:' OBTAINED FROM THE TABLE R301.2(2). �-
%MARINE / b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE 'yam
TABLE R602.3(3) ab4 5 AND THE LENGTH OF THE CANTILEVER.
WOOD PANEL WALL SHEATHING FASTENING SCHEDULE MARINE 4 0.32 0.55 0.026 0.060 0.082 0.033 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN
MINIMUM NAIL hfINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPAGIN6 ULTIMATE DESIGN WIND ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO � � mm-
STRUCTURAL PANEL THICKNESS STUD SPAGIN6 SPEED VULT�H) AS MAX. AS MAX. COVERS, NOT 5UPPORTING EDGE OF GLAS5, THE CONTINUOUS L CD
PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY PROPOSED A5 MAX. -V.I.F. _V I.F. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF
SIZE (INCHES) RATING (INCHES 0.0) (INCHES O.C) B G D GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED IO
&d COMMON1 s 24/0 3/95 lb 6 12 loo Its Ilo L/1-15 FOR EACH OLA55 LITE OR L/60 FOR THE ENTIRE O
(2.011X0.11519 LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT.
ad COMMON 24/16 16 6 12 1'70 140 135 TABLE: R402.1.2 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOFS OR HALLS OF (y A
(2.s"x5.131") 1.15 7/Ib O
24 b 12 145 Its llo SUNROOM ADDITIONS OR PATIO GONERS, THE TOTAL LOAD
FOR SI: I Inch = 25.4 mm, I MILE PER HOUR - 0.441 m/s INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. n/
a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD 5HEATHIN6 WITH STUD SPAGIN6 MORE THAN Ib" d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM Z
ON CENTER SHALL BE APPLIED W1TH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. MAXIMUMBOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE
b.TABLE BASED ON W1NO PRESSURES ACTIN&TOWARD AND AWAY FROM BUILDIN6 SURFACES IN ACCORDANCE WITH SECTION R301.2. GLAZED MINIMUM DEFLECTION OF H/1950.
LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R6O2.10. CLIMATE ZONE FENESTRATION SKYLIGHTFENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE
c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-Ib OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 b by l c d e e. REFER TO SECTION R703.95.2. p
• SPAN RATING. PLYWOOD 51DIN5 RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATIN6. U-FACTOR U-FACTO SHOO R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE :t DEPTH WALL R-VALUE
WALL-I6 AND PLYWOOD SIDING 16 O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16" ON CENTER.
4 EXCEPT ' 20 OR 10 CONTOR'/, OR
10 CONT. [p �r
" 0.35 �' � 0.55 '" 0.40 ,� '4ai '' 8/13 la , . 10 / 2FT.,.' <t 1=
MARINE I5 + 5 h ' 13 CAVITY 13 CAVITY W
5 AND 20 OR 15 CONT. OR 15 CONT. OR �i p z0 j
MARINE 4 0.32 0.55 NR 4a h 13/17 30 g Ig CAVITY 10 / 2FT. IQ CAVITY N z
15 + 5 _
AS MAX. AS MAX. ' < 0
PROPOSED AS MAX. -V.I.F. V.I.F. -V.I.F. A5 MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. IY m lli z
REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTESQ
0 0 o