HomeMy WebLinkAbout51194-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 51194 Date: 09/17/2024
Permission is hereby granted to:
Joseph Sbarra
3200 Cox Neck Rd
Mattituck, NY 11952
To:
construct accessory garage as applied for per DEC Non-Jurisdiction letter &Trustees
approval.
Premises Located at:
2590 Cox Neck Rd, Mattituck, NY 11952
SCTM# 113.-8-6
Pursuant to application dated 07/01/2024 and approved by the Building Inspector.
To expire on 03/19/2026.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $437.00
CO Accessory Structure $100.00
Total $537.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Southold, NY 11971-0959
Town Hall An
nex 54375 Main Road P. O. Box 1179 Sou h
Telephone (631) 765-1802 Fax (631) 765-9502 ttttDS://www.southoldtown,nv.aov
„
Date Received •a —
APPLICATION FOR BUILDING PERMIT
For Office Use Only r\
n — JUL ..— I ,
PERMIT NO. W 51' Building Inspector:
Applications and forms must be filled out in their entirety. Incomplete BUILDING DE PT.
.
applications
Owiners Authorization"form(Page 2'shall tie completed.nt Is not the owner,an "�°O �F,S ��t fpf.��
Date:
OWNER(S)OF PROPERTY:
Name: @ , SCTM #1000- —�
Project Address:0.SoTo cc) NOCK apcd nvl 411c
Phone#: �I �l` �1 ��� Email: Y U Q '�d roe---)
Mailing Address: 3o-loo ecK-
CONTACT PERSON:
Na me:
Mailing Address: PO (3OX 'gt---
T
Phone#: �l—""� I Email:JJ� j • ����n C � Nf IL
DESIGN PROFESSIONAL INFORMATION:
Name:rnc D ono co r r, C' a '
MailingAddress: " �Q� c!
Phone#: y Email: ✓ +r " r �1 +, /" "
CONTRACTOR INFORMATION:
Name: Q
k n
Mailing Address: Q 0 x 0— d\,
Phone#: Email
DSCRIP ION OF PROPOSED CONSTRUCTION
p E ost of Project:
evv5tructure ❑Addition ❑Alteration ❑Re air ❑Demolition Esti at dC�
❑Other
Will the lot be re-graded? Yes ❑No Will excess fill be removed from premises? ❑Yes Igo
1
PROPERTY INFORMATION
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? Dyes ❑No IF YES, PROVIDE A COPY.
❑ Check Box After Reading: The owner/contractor/design n professional ismeet for for all
Issuance of a and stone water issues as provided by
.g Presponsible
Chapter 236 of the Town Code. APPLICATION 15 HEREBY MADE to the Building Depart Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name)�—L�ov-Qv) m aln— Authhoo/rized Agent ❑Owner
Signature of Applicant: ,, m Date: ' / / z�y
ki � CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
SS: Qualified in Suffolk County
Commission Expires April 14,2��
COUNTY OF )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of , 20
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
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BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW YORK
PERMIT NO. 10510 DATE: DECEMBE1 13 2023
Y
" ISSUED TO: JOSEPH SBARRA
PROPERTY ADDRESS: 2590 COX NECK ROAD MA°ITITUCI
r.
SCTM# 1000-113.-8-6 'r
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and inpy
" F, accordance with the Resolution of the Board of Trustees adopted at the meeting held on December ea be 132023 Wti� 4 has
" and in consideration of application fee in the sum of m1,2.5C .Il ,paid by Jose l ban'4 and subject to the Terms
��f J,l % r
M and Conditions as stated in the Resolution, the Southold Town Board of'Trustees authorizes and permits the
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p r I following:
Wetland Permit to construct a proposed two-story dwelling with a 2,170sq.ft. first floor living
M ' space,2 001sq.ft. second floor living space,277sq.ft. front covered porch, 104sq.ft.side covered
patio,488sq.ft. seaward first floor covered patio with terrace above,54sq.ft. side covered �` y � l'
entrance and A.C. units; a proposed 624sq.ft. detached garage landward of dwelling, a 20'x40'
in-ground pool with a 400s ft. patio surround pool enclosure fencing, pool equipment area;
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and to install an UA OWTS sanitary system; with the condition to establish and perpetually P7"N
maintain non-disturbance area running from the 30' contour line or the seaward end of the
neighbor's fence, towards the water; and a non-turf area running from the 30' contour line or
the seaward end of the neighbor's fence,landward to the pool fence; a revegetation plan to
4F ` "ty
address the clear cutting of the lot; and as depicted on the revised landscape plan prepared by, e/
Dragonfly Landscape Design,LTD., received on January 26,2024 and stamped approved on 4
March 21,2024, and on the survey prepared by Steven Barylski, last revised January 11, 2024
and stamped approved on March 21,2024. � .
- � IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these
presents to be subscribed by a majority of the said Board as of the day and year first above written. ��� "
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NEVI`YOF:K STATE DEPARTMENT OF ENVIRONIVdEN M. CONSERVATION
DhAtilon of UMV401111iaittal VC-1'1111t3,Ri-91011 1
SUNY 0 Stony Brook,50 Circle Road.Stony Brook,NY 11790
P:(631)444-0365 I F:(631)444-0360
w•vw i I,a,:,n\,y4w
LETTER OF MO JURISDICTION: TIDAL.WETLANDS ACT
NOTIFICATION OF ENDANGERED SPECIES ACT JURISDICTION
September 11, 2023
Joseph Sbarra
3200 Cox Neck Rd
Mattituck, NY 11952
Re; Application # 1-4738-00161/00003
Sbarra Property— 2590 Cox Neck Rd, Mattituck, NY
SCTM # 1000 — 113 — 8 — 6
Dear Joseph Sbarra,
Based on the information you submitted, the Department of Environmental
Conservation has determined that the portion of the property landward of the
topographic crest of a bluff in excess of 10 feet in elevation as shown on the survey
prepared by Steven F. Barylski, dated October 19, 2019, is beyond Tidal Wetlands Act
(Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land
Use Regulations (6 NYCRR Part 661), no Tidal Wetlands permit is required to conduct
regulated activities landward of the 30-foot elevation contour (topographic crest).
In addition, DEC has determined that the demolition of the slab and portion of the
existing residence within Tidal Wetlands Act jurisdiction is greater than 75 feet from the
tidal wetlands boundary and is listed in the Tidal Wetlands Land Use Regulations (6
NYCRR Part 661.5) as an activity that is not regulated. Therefore, no permit is required
under the Tidal Wetlands Act.
Be advised, any additional work or modification to the project as described, may require
DEC authorization. It is your responsibility to ensure that all precautions are taken to
prevent any sedimentation or disturbance within Article 25 jurisdiction which may result
from your project. Such precautions may include maintaining adequate work area
between the jurisdictional boundary and your project (i.e. a 15' wide construction area)
or erecting a temporary fence, barrier, or hay bale berm.
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INIIWAT]EIK
Scott A. Russell -
SUPERVISOR NWAA\N AA\�G IEI�CENT
SOUTHOLDTOWNHALL-P.O.Box 1179 � Southold
53095 Main Road-SOUT9OLD,NEW YORK 11971 `- Town of
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM
...mm:( APPLICANT INFORMATION BE COMPLETED
( APP� .�...� ��ON TO �. BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
�... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � .
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
NAME
Date:
Coact Inforrnat ion; �� ...dam Contact � .. �
Ir-`vfla82 T¢Je`Irlinnt:.iWosnbtal ,yg /'� ,r/` Iy�� p,, �„ {,�",�t"A
of Construction Site:
Property Address / Location
S_C.T.M„ 1000
Istl Cr
.. .... r. Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
Area of Disturbance is less than I Acre. No S PD.E.S Permit is R�ec uir ed I
Project does Not Discharge to Waters of the State. No S.P.D.E_S. Per mit is Refired
- Area of Disturbance is Greater than I Acre & Storm-v`ater Runoff Dtscharges Directly
to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S PD E.S. Permit
DIRECTLY From N,Y.S. D E C Prior to Issuance of a Building ermit.
,Area of Disturbance is Greater than I Acre & Stnrrn-v%atPr Riimnff Flows Through Southold
Towns MS4 Systems to Waters of the State of Nevi York, THE APPLICANT MUST OBTAIN
a S P D.,E S- Pe
rnl�it ththrough the Southold Town Er sneer 1110 Dep31`tnleflt
Prior to Issuance of a Building Permit
f m Date
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X5re�2- rs f//�v REVISIONS:
SECTION R301 - DESIGN CRITERIA 8 GENERAL NOTES: 155UED FOR PERMIT: 05/23/24
y- R301.2.1.2 Protection of openings.
THE ARCHITECT WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE RESPONSIBLE ISSUED FOR PERMIT: Oc3/10/24
II 2x6 ON THE FLAT DOUGLAS FIR II II u I 11 I II I FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROGRAMS IN
Exterior Glazing in buildings located in windborne regions shall be MEMBER UNDER PLYWOOD PANEL -T-1�___�---�---71-T-I�---T---�--- 11 T -- CONNECTION WITH THE WORK.
Q
protected from windborne debris. Glazed openiigs protection from FASTEN EACH END OF 2x6 WITH 1 II II II u I II u u II I 1.THE CONTRACTOR SHALL GIVE ALL NOTICES&COMPLY WITH ALL LAWS, ORDINANCES,
Z windborne debris shall meet the requirements of the Large Missile (6)#8 X 4-1/2"SCREWS EACH END ii a II u I II 11 a 11 I I RULES, REGULATIONS&LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE
--JL===JL_=_ II 1 II --- 11 1 1
1 1 1r---Ir JF- -91 I if---Jr- -IF- --II I 1 PERFORMANCE OF THE WORK&SHALL PROMPTLY NOTIFY THE ARCHITECT IF THE
Test of ASTM E 1996 and ASTM E 1886 as modified in Section u u u I 11 u u 1 DRAWINGS&SPECIFICATIONS ARE AT VARIANCE THEREWITH.
Z 301.2.1.2.1. Garage door glazed opening protection for windborne #8 X 4-1/2"SCREWS 10"O.C.AT ALL i iiH 11 i1i ii 11 11 ii q 2.OWNER AND CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE
PLYWOOD EDGES ° 11 11 a 11 11 ° 1 1 WINDOW;;,- ARCHITECT&THEIR AGENTS&EMPLOYEES FROM ALL CLAIMS, DAMAGES, LOSSES& DESCRIPTION DATE
hl debris shall meet the requirements of an approved impact resisting I 11 JL---A___ II I 11 __JL___JL-_ I /DOORS
q pp p g F===lr---J� 1r=--��---fir-- 71 I EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES ARISING OUT OF OR
7/16"MINIMUM PLYWOOD PANEL TO 11 I 11 u u I Standard Or ANSI/DASMA 115. NOT EXCEED A 4'X 8'DIMENSION BEHIND RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, C H E K E D B Y
� 1 1 11 11 11 11 I u 11 a 11 1 1 C
1 u 1 1 11 u u u l DAMAGE, LOSS,OI EXPENSE:U Exception: Wood structural panels with a thickness of not SEAM u n 1 u (1) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH OR TO INJURY TO OR L.F.
O ---JL___JL==- II I II _JL___ IL==_ II
Q less than 7/16 inch (11 mm) and a span of not more than 8 feet ___1_J 1�__=,c__=�r__=�L LJ�-__,c==-�___�1_1-1___ DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF)INCLUDING THE D R A U1 N B Y
2438 mm shall be permitted for opening protection. Panels shall 2x6 ON THE FLAT
MEMBER UNDER PLYWOOD FIR PANEL p T II 1 11 T T _ II 1 1 LOSS S USE RESULTING THERE FROM AND
precut g g opening FASTEN EACH END OF 2x6 WITH 1 II __ 11 ______JL_____ 11 1 j1 ____ 11 _____ 11 _____ 11 1 1 LE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE L.F. / B.M. / P.R.
p p g p - �rT-ir- ,�T_i (2) 15 CAUSED IN WHO
begand attached to the framing surrounding the o enin I I 11 ii J i i ANY O THEM,A ANYONE
ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY
containing the product with the lazed opening. panels shall be (6)#8 X 4-1/2"SCREWS EACH END `-- �1 NYONE FOR WHOSE ACTS ANY OF THEM MAY BE UNABLE, REGARDLESS
}- 11 u p I j1 11 a 11 1 1 U < WHETHER OR NOT IT IS CAUSED IN PART BY ANY PARTY INDEMNIFIED HERE UNDER.
predrilled as required for the anchorage method and shall be j1 u u h 1 11 1 h 1 O 3.ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. U
II I 11 I 11 1 oIf
4.ALL CODES®ULATIONS OF 2020 RESIDENTIAL CODE OF NEW YORK STATE SHALL I I U 11 1 11 4 I I
O secured with the attachment hardware provided. Attachments shall #8 X 4-1/2"SCREWS 10"O.C.AT ALL k==_JL==IF =JL---
�1 1 lk---JL---A-_-�1 I � � o GOVERN OVERALL CONSTRUCTION&INSTALLATION.
be designed to resist the component and.cladding loads determined PLYWOOD EDGES II 11 1 Il 11 h 1 5.ALl_CONCRETE TO HAVE A MIN. STRENGTH OF 3500 PSI AT 28 DAYS EXCEPT EXPOSED �J � (Y
SLABS,GARAGE SLIABS AND STEPS TO BE 3500 PSI MIN.ALL CONCRETE TO BE 5 TO 7% Z
7/16 MINIMUM PLYWOOD PANEL TO S z
.2(2) or ASCE 7, with " 1 U u ° 11 1 j1 q in accordance with either Table R301Q�
IJj 1 p u q 1 I1 l 1 AIR-ENTRAINED. Q
permanent corrosion-resistant attachment.hard w.,nre provided and NOT EXCEED A 4'X 8'DIMENSION i LL-=_L-=_JI_ _=L___Jl__ i 6. FLOOR CEILING, ROOF JOISTS, HEADERS&WALL STUDS TO BE DOUG. FIR 42 OR BETTER .Y
_1--------------------------------L_1--- WITH A MINIMUM fb 850 PSI
anchors permanently Installed On the building. Attachment In 7.ALL FOOTINGS TO BEAR ON VIRGIN SOIL WITH ASSUMED BEARING CAPACITY OF 1 TON. IF
} 2x6 ON THE FLAT DOUGLAS FIR • • t-
accordance with Table R301.2.1.2 is permitted for buildings with a FIELD VERIFIED SOIL CONDITIONS VARY,CONTRACTOR IS TO NOTIFY ARCHITECT
MEMBER UNDER PLYWOOD PANEL
7 mean roof height of 45 feet ( 13.728 mm) or less where the ultimate FASTEN EACH END OF 2x6 WITH IMMEDIATELY BEFORE PROCEEDING WITH ANY MORE WORK. ..'
(6)#8 X 4 1/2"SCREWS EACH END 8.ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF THE ELECTRICAL p "
design wind speed, Vwr Is 180 mph (290 kph) or less. CODES AND SHALUBE INSTALLED BY LICENSED&INSURED ELECTRICIAN. n..�
10" 10"O.C. �
01 9.ALL PLUMBING WOgK SHALL COMPLY WITH 2O20 RESIDENTIAL CODES OF NEW YORK STATE
W TABLE R301.2.1.2 OF THE 2020 AND SHALL BE INSTALLED BY A LICENSED&INSURED PLUMBER.
OF N W YORK STATE WIND-BORNE DEBTRAS PROTECTION
TYPICAL 10. KITCHENS&BATHS TO HAVE EXHAUST FANS AS PER 2020 RESIDENTIAL CODE OF NEW
-� YORK STATE. ! Z
FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d OPENING P ROT E CT I VE S FOR EXTERIOR 11. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC.CAVITIES TO BE
o OPENINGS LARGER THAN 4' X 8' >_
INSULATED.
FASTENER SPACING 12. PROVIDE PROGRAMMABLE CLOCK TYPE DAY/NIGHT THERMOSTAT.
I- 13. EXTERIOR DOORSIAND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW Q
SCALE: 1/2"=V-0" O
� 4 foot < 6 foot < WITH GLASS LESS irHAN 18"ABOVE FLOOR,THE GLASS IS TO BE TEMPERED. U
FASTENER Panels an 14. INSTALL HARDWIR�D SMOKE DETECTORS IN ALL BEDROOMS&ONE ON EACH FLOOR
0 TYPE p panel span < panel span < LEVEL INCLUDING 9ASEMENT INTERCONNECTED THROUGHOUT BUILDING.
W <_4 foot 6 foot 8 foot 15.WHERE HEADERS�RE NOT SPECIFICALLY CALLED OUT ON PLANS, PROVIDE HEADERS
OVERALL WIND01/�, DOOR,ARCHWAY ETC. OPENINGS AS PER THE HEADER SCHEDULE.
No. 8 wood screw 16.ALL HEADERS U OR LARGER MUST HAVE DOUBLE SUPPORT STUDS.
based anchor with 16�� 10 ii 2x6 ON THE FLAT DOUGLAS FIR 17.ALL LUMBER&PLYWOOD MUST BE GRADE STAMPED.
MEMBER UNDER PLYWOOD PANEL ---- -- 18.OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF
2-inch embedment I T-��- T---�---��-T-I---
FASTEN EACH END OF 2x6 WITH I �� 1 p I WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES.
length (6)#8 X 4-1/2"SCREWS EACH END i U ii ii I SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY&SHALL HAVE A MINIMUM
JL___-_JL_____ 1j 1 AREA OF 5.7 SQ. FT.WITH A MINIMUM HEIGHT OF 24"&A MIN.WIDTH OF 20"WITH BOTTOM
No. 10 wood screw �� J j j
OF OPENINGS NO HIGHER THAN 44"ABOVE FINISHED FLOOR IN ALL ABOVE GRADE
11J 11 u u u STORIES.(FIRST FLOOR WINDOWS OPENING ONTO GRADE COULD BE 5.0 SQ.FT. MIN.)ALL
based anchor with 16 12
9ii 1 ii ii 1 WINDOW HABITABLE SPACES MUST MEET THESE REQUIREMENTS.
hl 2-inch embedment i ik___JL___JL__ /DOOR 19.ARCHITECT IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS NOTED {�
Jr---JL-- `�.
BEHIND OTHERWISE. _
0 length #8 X 4-1/2"SCREWS 10"O.C.AT ALL j1 II 1 20. SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL STRUCTURAL
PLYWOOD EDGES i ii ii ii POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, BEAMS, OR OTHER
�
1 U U 1 MEMBERS BELOW.1/4- inch lag screw I 1 L�-==�L=_JL___� 1 1
jf f I T_______ -- - 21. LAMINATED LUMBER TO BE TRUSS JOIST MICROLLAM LVL 2.0E SERIES(OR EQUAL
based anchor with 1611 16�� 16" 1 Ii ii ii i1 I UNLESS OTHERWISE NOTED). LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO
2-inch embedment i it u - i LOCATIONS INDICATED ON PLANS-NO SPLICING PERMITTED. LAMINATED LUMBER IS NOT
I'I TO COME INTO CONTACT WITH CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE U
!U 1 I Ik-__JL___JL_ �I I I
length 11 -J�---lf--- Il BITUMINOUS MASTIC PROTECTION ALL AROUND BEAM POCKETS. MULTIPLE MEMBER N
7/16' MINIMUM PLYWOOD PANEL TO I u 1
11 u 1 U U BEAMS TO BE FASTENED TOGETHER AS PER MANUFACTURERS SPECS.
NOT EXCEED A 4'X&DIMENSION lj 11 i1 a 22.ALL STEEL TO BE ASTM-A36 TO BEAR ON STEEL COLUMNS,STEEL BEARING PLATES
lL For si: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.448 N, 1 11 II AND/OR CONCRETE AS INDICATED ON PLANS.
--JL___JL_-- U n
O 1 mile per hour=0.447 m/s #8 X 4-1/2"SCREWS 10"O.C.AT ALL 1�=--JL---��---�1 i 23. STEEL FLITCH PLATES TO BE ASTM-A36 AND TO BEAR ON WOOD POSTS AS INDICATED 1-1
PLYWOOD EDGES 11 u u i i ON PLANS. FLITCH PLATES ARE TO BE BOLTED AS PER FLITCH PLATE BOLTING SCHEDULE O
Z a. This table is based on 180 mph wind speeds V ULT. and a 45-foot PROVIDED ON PLANS WHERE APPLICABLE.
O mean roof height. i 24.ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER
MEMBERS ARE TO BE INSTALLED WITH METAL JOIST HANGERS. JJ� lL
b. Fasteners shall be Installed at opposing ends of the WOOd ___I_1---------------1-I___ 25.ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. Q
U t 1 2x6 ON THE FLAT PLYWOOOUGLASD
FIR 26. HOMEOWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED INSPECTIONS
structural panel. Fasteners shall be located no less than than 1 inch MEMBER UNDER PLYWOOD PANEL • • 1 I ` •
from the edge of the panel. FASTEN EACH END OF 2x6 WITH DURING THE COURSE OF CONSTRUCTION. ARCHITECT IS NOT RESPONSIBLE FOR U c{1
(6)#8 X 4 1/2."SCREWS EACH END CERTIFYING ANY PART OF THE CONSTRUCTION ul U
Qc. Anchors shall penetrate through the exterior wall covering with 27.ANY PILES MUST BE CERTIFIED FOR BEARING CAPACITY BY OTHERS W Z Z
an embedment length of not less than 2 inches into the building 10" 10"O.C. 28.ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED ,'nn 1L
IjJ TYPICAL OTHERWISE. I vJ
frame. Fasteners shall be located not less than 2 1/2 inches from 29.ALL PREFABRICATED TRUSSES TO BE ENGINEERED BY OTHERS.OWNER OR
ICONTRACTOR TO PROVIDE ENGINEERING AND DESIGN CALCULATIONS. SUCH r ` 73
TYPICAL OPENING P R O T E CT I V E S CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED PROFESSIONAL V _ ■
�- tee edge o concrete block or concrete. --
� d. Panels attached to masonry or masonry/stucco shall be I 30. CONENGTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND CONSULT WITH THE
attached usingvibration resistant anchors haven an ultimate I 1--
g FOR OPENINGS LESS THAN 4 X 8 ARCHITECT WITH ANY DISCREPANCIES PRIOR TO STARTING ANY WORK.
Q withdrawal capacity of not less than 1,500 pounds. 31. DO NOT SCALE DRAWINGS. O N
7 SCALE: 1/2"= V-0" 32. INTERIOR FINISHES TO BE SELECTED BY OWNER.
UPDATED 5/1/2020 33. FRAMER IS TO ENSURE THAT ALL FLOOR MEMBERS DO NOT FAILL DIRECTLY BENEATH
t�
PLUMBING DROPS.
0 34.ALL EXTERIOR WINDOWS&DOORS TO MEET A MINIMUM DESIGN PRESSURE AS NOTED ON
7 NYS BUILDING STANDARDS AND CODES ELEVATIONS. O �;i:iM Cn
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, SUCH 35. IT IS THE RESPONSIBILITY OF THE BUILDER TO SUBMIT ANY AND ALL AMENDED DRAWINGS 0:I'::: rn �
TO THE APPROPRIATE TOWN BUILDING DEPARTMENTS. O O III U IIIIII
(� PLANS OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NEW YORK STATE (D I;: >:
36.ALL METAL HANGARS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT CONTACT WITH O >-
ENERGY CONSERVATION CONSTRUCTION CODE AND CHAPTER 11 OF THE 2020 LO CD z
PRESSURE TREAT�D LUMBER TO BE HOT DIPPED GALVANIZED AS PER ASTM €':':':z z
RESIDENTIAL CODE OF NEW YORK STATE. UPDATED 5/1/202o SPECIFICATIONS TO RESIST CORROSION FROM PRESSURE TREATED LUMBER. U o
coUJ I UPDATED 3/1/2021 'o 0) I III = I O
11 Y J V <€I M'i'. r- C
lU a o
WHERE MUNICIPALITIES REQUIRE "HERS" RATINGS THE REM MODEL PROVIDED ' :;I;'o E H
BY A CERTIFIED HERS RATER SHALL SUPERSEDE ANY SPECIFICATIONS (� CV) o IIo I o
T T• j` 0 ::; p -
CONTAINED IN THE CONSTRUCTION DOCUMENTS.
CO CO N
Al COVER SH ET & PLUMBING RISER z 3 m`
O 1. T E.R.S. INDEX REPORT AS REQUIRED BY OTHERS A2 DETACHED ARAGE PLANS/ ELEVATIONS & SECTION o
2.THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER 3 N
THROUGHOUT THE PROJECT TO ENSURE ALL REQUIRED INSPECTIONS/TESTS ARE D1 AIR SEALIN, DETAILS AND NOTES a. a,
PERFORMED. D2 WIND STRAPPING DETAILSWlmio N
3.THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION/INSPECTION D3 WIND STRA PING DETAILS rrR �"' 2 Q c rn
(� PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER. V. I ;; W p o
U UPDATED5/1/2020 D4 NAIL & FAS ENING SCHEDULE Z >
r •`
00
M N
Z ALLOWABLE LOADS & DEFLECTIONS FOR STRUCTURAL Z ( M N
MEMBERS E F,
UPDATED 5/1/2020 0Z.
O STRUCTURAL LIVE DEAD ALLOWABLE
MEMBERS LOADS LOADS DEFLECTION SQUARE FOOTAGES:
O El
EXTERIOR BALCONIES 40 10 L/360 GARAGE SQUARE FOOTAGE: 624 S.F.
DECKS 40 10 L/360
ATTIC WITHOUT STORAGE 10 10 L/240 PROJECT M: 24-022
ATTIC W/STORAGE 20 10 L/240
FIRST FLOOR 40 10 L/360 D A T E : (0/12/2023
SECOND FLOOR 30 10 L/360
IL ROOF RAFTERS-GROUND SNOW LOAD=20 psf U240
0 S C A L E : AS NOTED
7 TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA UPDATED4/1/2021 Z: Z:/24DWG,5/24
_0
0 GROUND n WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD 9 AIR MEAN
SNOW LOAD SPEEDd TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN f a FROST LINE c DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL
(MPH) EFFECTS k REGION I DEBRIS ZONE m CATEGORY WEATHERING DEPTH b TERMITE TEMP e REQUIRED h INDEX I TEMP j
O MODERATE
°F °F
20 PSF 130 MPH YES NO NO B SEVERE 36" TO HEAVY 11 YES NONE 452
2020 RESIDENTIAL CODE OF NEW YORK STATE NOTE:
R301.2.1.2 DESIGN CRITERIA:
CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2(5)B EQUAL OR EXCEED 110 MILES PER HOUR(177.1 Km/h)HAVE BEEN DESIGNED IN Ar-CORDANCE WITH: N
AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)2018 WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS(WFCM),CHAPTER 3&6 OF 7HE 2020 RESIDENTIAL 019�9 O
-1
CODE OF NEW YORK STATE AND THE ASCE"MIN. DESIGN LOAD FOR BUILDINGS AND STRUCTURES":REVISION OF ANSI/ASCE 7-16.
UPDATED 5/1/2020
7
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IRE V I S I ON S:
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5/8" DIA. ANCHOR ISSUED FOR PERMIT: m9/10/24
z BOLTS (TYP)SEE
DETAILS ON AS
- - - - - - - - - - - - - - - - - - 0
1 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 m 2X4 STUDS AT
z _ I 8" THICK POURED CONCRETE I 16" O.C., TYP. O
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z NOTE: ALL DOORS ARE TO BE 1'-0" IN HEIGHT, UNLESS NOTED OTHERWISE. �
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z w w T.O. IST FL. T.O. 1ST FL. - OTHERWISE NOTED
T.O. 1STr�L. PLATE HOT. - - _ - — O PLATE HOT. - _ - PLATE NOT. _ - - - _
,tt z z _z r_ _-_ 2X4 COLLAR TIES, 32" O.C.
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_ _i - i - J 16 -m XS'-sa OVERHEAD DOOR -�� FRAMING PLANS ::°:: N a'
SELEGTED BY OWNER 2 - - - - - - -2' 12" 12" - 2' -2' O O ::;: M sr
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z 16 -m XS -m OVERHEAD DOOR DOOR, TO BE I4 2" LEDGE FOR GARAGE SLAB OVER, SLOPE � 5/8° GYPSUM BOARD INTERIOR FINISH (o C� `'I o
TO BE SELECTED BY OWNER T.O. T.O. i " c� ;1i€€ a'o
T.O. FOUND. WALL I I I I FOUND. WALL SELECTED BY OWNER
i SLABI/4 PER FOOT TO OVERHEAD DOOR, I O O
_ FOUND. WALL / \- �_ _ HOLD SLAB OVER _1 FROM GRADE 1 ``'•- N
Z - T.O. GARAGE SLAB - - - - - - - - - - - - — T.O. GARAGE SLAB - T.O. GARAGE - ' - - -— Z '113;III 00 4)
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z S" POURED CONC. WALL WITH 2" m FRONT ELEVATION _ RIG;HT SIDEELEVATION _ ( m I- - - - - - - - - - - - - - - - - - - - - - - - - - - DROPPED SEATSNELF/ UNLESS � '<CL Q Q o'
SCALE: 1/4 - I -(d = c
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- - - - - - - - - - - - - - - - - - - - - - - - �:41sz
im X 2m (MINIMUM) POURED o Z M >
-ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET AMINIMUM -ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MINIMUM �- _ -� CONCRETE FOOTING REINFORCED a Or('" g Lo M
Z DESIGN PRESSURE AS NOTED ON EACH UNIT. DESIGN PRESSURE AS NOTED ON EACH UNIT. WITH (3) CONTINUOUS 04 BARS 00
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Afi-'ACCE SCALE: N.T.S. `�" � :_ a
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9 12 12 (1) 5/0" DIA. X 15" LONG ANCHOR BOLTS, EXTEND 6" ABOVE FOUNDATION, 23" O.C. ❑ El
4 4.5� Q4.5 AND (I) ANCHOR BOLT SHALL BI~ PROVIDED WITHIN 6" TO 12" GF EACH END OF
CEDAR ROOF SHINGLES INTERIOR HEADER SCHEDULE
J PLATE AND WITHIN 12 OF CORNERS AND LOCATED IN MIDDLE THIRD OF THE WIDTH
DP OF THE PLATE.. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN ALL MATERIAL FOR WOOD FRAMING PROJECT ": 24-+a22
O O CONCRETE AND BE FASTENED TO THE PLATE WITH NUT AND 3"X3" 1/4" THICK
w w T.O. 15T FL. SQUARE WASHER AS REQUIRED TO HAVE A MINIMUM fb OF 850 P.S.I.
T.O. IST FL. PLATE HGT. _ __ _ _ _ _ _ _ _ _ _ _ _ T_ PLATE HGT_. _ _ _ _ _ _ _ _ _ DATE : 6/12/2a23
z z - - - lll 2X6 P.T. BOTTOM PLATE 8" THICK POURED CONCRETE (3) 2X8 UP TO &'-0"
O O NOMINAL LUMBER 51ZE: SPANS:
4" POURED CONCRETE &LAB W/ WALLS WITH 2" RIGID INSULATION, 5 C A L E : AS NOTED
z 12" (ox6-I,0A.0 WWM OVER ro MIL 3,500 PSI MIN. CONCRETE (3) 2X10 6'-O" TO S'-O"
ltl 35 T.O. GARAGE FOUND. WALL
--Ti p O.H. O.H. +, Q O.H H. VAPOR RETARDER OVER WELL Z: Z:/24DWGS/24
O w _ w - DP COMPACTED SOIL. — — (3) 2X12 8'-O" TO 10'-D"
to c0 Ul = POSTS SHALL BE 4x4 (NOMINAL) FOR
O O — 35 35 T.O. GARAGE SLAB 2x4 WALL5, UNLESS NOTED OTHERWISE
x-�—x x x x-��x °
0 0 1 DP DP o APPROX. GRADE P05T5 SHALL BE &x6 (NOMINAL) FOR
1I- I- = - -II1-I 2x6 WALLS, UNLE55 NOTED OTHERWISE
O OL '=111, II I=I II—III-111—I II—I_II=111=III ° '
-1I1=1I1=1II—III—III—II1=1I1=1 I �p C
36"X84" EXTERIOR LEI II-III=III=III-III-III=III PROVIDE WATERPROOFING NOTE: ALL SIZES GALLED OUT ON ANY �Fi /YjJ
1=I I I-111=III=111-III=111=-I I Z MEMBRANE ON ALL FOUND. OF THE FOLLOWING DRAWINGS WILL
DOOR, TO BE I1=1I -1I1=1 I I=1 I1=1 I I-I I i SUPERSEDE THIS SCHEDULE.
T.O. SELECTED B" OWNER E1 I I-111=I I I=1 11-I I I-I 11=i, 8 WALLS BELOW GRADE
UPDATED 4/26/2021 �
_ T.O. FOUND. WALL _ _ _ _ FOUND. WALL _ 11=111=III=11= =1I1=11 �r
T.G. GARAGE SLAB T.O. GARAGE SLAB -I I I-II I=III-I I1=11I=III=1
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tO
—III III—III—III—I 1 1/2" X 3 1/2" KEY WAY
F__ =III—III=III-III-III- °
LEFT SIDE ELEVATION
-III III= •_ • Im"X20" (MIN.) POURED
-III I�T,--�N-
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fREAR ELEVATION SCALE: I/4" = I'-m" SCALE: 1/4" = 1'-G" CONCRETE FOOTING, 3,5(dD PS
6 MIL VAPOR RETARDER - z MIN. CONCRETE, TO BE HELD
z -ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MINIMUM -ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MINIMUM m 3'-m" BELOW GRADE, MIN.
7 DESIGN PRESSURE AS NOTED ON EACH UNIT. DESIGN PRESSURE AS NOTED ON EACH UNIT. MIN GF CTE WELL
COMPACTED SOIL I -8 (3) *4 REBAR, CONTINUOUS
TYf=. GARAGE o
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FOUNDATION WALL DETAIL SCALE: 1/2" = I'
PI I J
RE v IS IONS:
ISSUED FOR PERMIT: 05/23/24
2020 ECCCNYS TABLE R402.1.2
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a ISSUED FOR PERMIT: 09/Im/24
7
Z
TY , ICAL AIR SEALING LjETAILt;
CLIMATE FENESTRATION SKYLIGHT° GLAZED CEILING WOOD FRAME MASS WALL FLOOR BASEMENT` SLAB° CRAWL`
ZONE U-FACTOR" U-FACTOR FENESTRATICN R-VALUE WALL R-VALUE' R-VALUE WALL R-VALUE SPACE WALL
Z SHGC" R-VALUE R-VALUE &DEPTH R-VALUE CEMENT BACKER BOARD
} 4 0.32 0.55 0.40 49 20 or 13+5' 8/13 19 10/13 10,2 It 10/13 EXTERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT
Z 5 0.30 0.55 NR 49 20or13+5' 13/17 30' 15/19 10,2f1 15/19 PLYWOOD/OSB SHEATHING
CONTINUOUS BEAD OF SEALANT DESCRIPTION DATE
6 Option 1 0.30 0.55 NR 49 20+5or13+10 15/20 30° 15/19 10,4ft 15/19 �A�
CONTINUOUS BEAD OF ADHESIVE
6 Option 2 0.28 0.5s j NR 60 23cavlty 19/21 30° 15/19 10,41f is/t9 CONTINUOUS BEAD OF SEALANT PORCH RAFTER
CNEGKED B 1'
TUB SURROUND
NR=Not Required. 2x LEDGER ON TOP OF y ATTIC INSULATION BEYOND L.F.
U For SI:1 toot=304.8 min. WEATHER BARRIER WOOD FRAMING E—FLOOR ASSEMBLY
Q a. R-values are min mums.U-factors and SHGC are maximums.Where insulation Is Installed in a cavity that is less than the label or design thickness of FLOOR ASSEMBLY—� AND SHEATHING E SHEATH INTERIOR OF ATTIC TUB UNIT CONTINUOUS BEAD OF D R A W N B Y
the insulation,the installed R-value of the insulation shall not be less than the R-value specified in the table. ACCESS TO +1 OF LS SEALANT
L.F. B.M. P.R.b. The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. )
C. "l0/13"means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation on the interior of the basement walls. CONTINUOUS BEAD OF SEALANT INSULATION LEVEL AT TUB AT EXTERI R LL WOOD FRAME SOFFIT / /
— "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 basement wall.
Alternatively,compliance with"15/19"shall be R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the r A N INSULATED EXTER OR'STUD WALL ASSEMBLY
interior or exterior of the home. 1 RIGID INSULATION
�— 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,as CONTINUOUS BEAD OF SEALANT ' ' PROVIDE BLOCK NG A STUD CAVITY PROVIDE INTERIOR SHEATHING
indicated in the table.The slab edge insulation heated slabs shall not be required to extend below the slab ACCESS PANEL THIN-PROFILE W LL S ATHING C� U
AT EXTERIOR WALL PRIOR TO �
e. Reserved
Z f. Reserved ---INTERIOR GYPSUM WALLBOARD BUILDING PAPER/ SOFFIT ASSEMBLY
O g. Alternatively,insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19 AS AIR BARRIER WEATHER BARRIER TRIM AS REQUIRED CONTINUOUS B AD SEALANT >
7"
h. The first value Is cavity insulation,the second value is continuous Insulation.Therefore,as an example,"13+5"means R-13 cavity insulation plus R-5 FINISH CEILING y ~
continuous insulation. CONTINUOUS BEAD OF SEALANT V
I. Mass walls shall be in accordance with Section 402.2.5.The second R-value applies where more than half of the Insulation is on the interior of the
mass wall. EXPANDING FOAM Z p
--WOOD FRAME—� V
FLOOR ASSEMBLY =
~ O
—1 O
2020 ECCCNYS TABLE R402.1.4
EQUIVALENT U-FACTORSa
RIM JOIST PORCH ROOF ATTIC HATCH BEHIND TUB/ SHOWER BUILT-OUT SOFFIT
CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWL 1 ^
ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR' U-FACTOR WALL SPACE WALL FL 3 q. 5
U-FACTOR U-FACTOR Z
4 0.32 0.55 0.026 0.060 0,098 0.047 0.059 0.065
O 5 0.30 1 0.55 0.026 0.060 0.082 0.033 0.050 0.055 O
Q.
6 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055
-FLOOR ASSEMBLY U O
U a. Nonfenestration U factors shall be obtained from measurement,calculation or approved source. �\ INTERIOR INSULATED WALL BETWEEN U
b. Mass walls shall be in accordance with Section R402.2.5.Where more than half of the Insulation is on the interior,the mass wall U-factors shall not L CONDITIONED SPACE AND ATTIC O
exceed 0.087 in Climate Zone 4 except Marine,0.065 in Climate Zone 5 and Marine 4,and 0.057in Climate Zone 6. F--$PRAY FOAM INSULATION
c. In warm-humid locations defined by Figure R301.1 and Table R301.1.the basement wall U-factor shall not exceed 0.360. / / _ CONTINUOUS BEAD
ROOF SKYLIGHT r.
- EXPANDING FOAM SEALANT OF SEALANT
I o (—ROOF RAFTER —PREFAB—�
� ROUGH STRINGER
RIDGE INSULATION FIREPLACE UNIT GYPSUM BOARD
R-VALUE/THICKNESS PER CLIMATE INSULATED EXTERIOR (BOTH SIDE OF WALL)
2020 ECCCNYS TABLE R402.4.1.1 % '; STUD WALL EXPANDING
AIR BARRIER AND INSULATION INSTALLATION EXISTING BAND JOIST ` EXPANDING FOAM SEALANT FOAM
Q CONTINUOUS BEAD OF INSTALL INTERIOR SHEA THING* SEALANT
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA FSEALANT PRIOR TO INSTILLATIO OF �U
(Inl/l 6 � \'. \ \ PREFAB FIREPLACE
l� A continuous air barrier shall be installed in the building
INSTALL 1" RIDGE
UJ General Requirements The exterior thermal envelope contains a continuous Air-permeable insulation shall not be used as a sealing kINSTALL SHEATHING AT ATTIC
f- air barrier. material. INSULATION AT BOTH ,\`� SIDE OF SKYLIGHT SHAFT CONTINUOUS BEAD PROVIDE INTERIOR
Breaks or joints in the air barrier shall be sealed• HORIZONTAL AND G � � , \ SEALANT 4
0 SHEATHING AT
The air barrier in any dropped ceiling or soffit shall be
DRAINAGE PLANE VERTICAL POSITIONS CAVITY INSULATION EXTERIOR WALL AND
��
I'I aligned with the insulation and any gaps in the The Insulation in any dropped ceiling/soffit shall be INSTALL EXPANDING (LEAVE 3/8"GAP FOR \ \ ATTIC INSULATION CEILING PRIOR
f1I Ceiling/attic air barrier shall be sealed. aligned with the air barrier. GYP. BD. LINER
n/ Access openings,drop down stairs or knee wall doors FOAM SEALANT AT EXPANDING FOAM) E— 2x_BLOCKING TO SOFFIT ASSEMBLY
(K to unconditioned attic spaces shall be sealed. INTENTIONAL GAPS AT \ EXPANDING WOOD FRAME SOFFIT
(jJ 1" RIDGE INSULATION \� (—WOOD FRAME FOAM SEALANT ASSEMBLY
Cavities within corners and headers of frame walls \ �
t The junction of the foundation and sill plate shall be sealed. shall be insulated by completely filing the cavity CAVITY INSULATION /` FLOOR ASSEMBLY CONTINUOUS BEAD CV
1- The junction of the top plate and the top of exterior walls with a material having a thermal resistance,of
shall be sealed. R-value,not less than CONTINUOUS BEAD -- ) SECTION THROUGH STAIRWAY SECTION THROUGH WALL
per inch. OF SEALANT OF SEALANT QP
Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls
IL shall be installed in substantial contract and MINIMUM 1/2" DRIP
Ocontinuous alignment with the air barrier. U
The space between framing and skylights,and the 1 RIGID INSULATION o
Z Windows,skylights and doors jambs of window/door jambs shall be sealed. SOFFIT CLOSURE CONDITIONED/
O Rim joists shall include the air barrier. Rim joists shall be Insulated. SKYLIGHT VAULT FIREPLACE ASSEMBLY UNCONDITIONED SPACE BUILT-OUT SOFFIT
Floor framing cavity insulation shall be installed to CANTILEVER FLOOR R o
Umaintain permanent contact with the underside M V 9 1 0 1 1 0V
Floors including cantilevered floors and The air barrier shall be installed at any exposed edge of sub-floor decking.Alternatively floor framing
Ui floors above garege. of Insulation. cavity insulation shall be in contact with the top U (�
side of sheathing or continuous insulation
installed the underside of floor framing and shall •�
extend from the bottom to the top of all
Qperimeter floor framing members.
Exposed earth In un vented crawl spaces shall be Crawl space insulation where provided instead of floor � X �G
Crawl space walls covered with a Class I vapor retarder with insulation,shall be permanently attached to the ' VENTED AIRSPACE 1
overlapping Joints taped. walls.
MANUFACTURED THIN-PROFILE
Duct shafts,utility penetrations,and flue shafts opening ATTIC VENTILATION BAFFLE
Shafts,penetrations to exterior or unconditioned space shall be ---- (FULL WIDTH) CONTINUOUS BEAD U }—'
OF SEALANT O
_ sealed. CAVITY INSULATION
Botts iobeInstalled In narrow cavities shall be cut to PROVIDE RIDGE INSULATION V. � / CONTINUOUS BEAD +�- O Narrow cavities it or narrow cavities shall be filled by insulation
Q that on installation ready conforms to the BAFFLE AROUND VENTILATION U OF SEALANT
Z available cavity space. CHUTE- FOAM SEAL PERIMETER/
� CONTINUOUS BEAD OF SEALANT � 1
Air sealing shall be provided between the garage and►
Garage separation condtioned spaces.� ---- OF RIDGE INSULATION CONTINUOUS MINIMAL
PROVIDE STUD CAVITY CLOSURE EXPANDING FOAM AT
Z — ON BACK SIDE OF EACH STUD -
_ Recessed light fixtures Installed in the building thermal - CEILING GYPSUM BOARD WINDOW PERIMETER Q
Recessed light fixtures installed in the building thermal envelope shall be air tight and IC rated. CAVITY O ii M `t
Recessed lighting envelope shall be sealed to the finished surface. p g AS AIR BARRIER '•'>U i'>':>
U CONTINUOUS BEAD
Walls i
Ln CD
In exterior walls,batl insulation shall be cut neatly to fit r
OF SEALANT ' z z
around wiring and plumbing,or installation,that ' ' "'Z
Plumbing and writing ____ •' T O '. i;
n on installation readily conforms to the available
v/ CONTINUOUS BEAD :: ::3: a
space,shall extend behind piping and wiring. C
- OF SEALANT Lod. I;';;0
The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be LINE ILLUSTRATES O E y
J � �sr/siubon exterior wall showers and tubs shall separate the wall from the insulated. CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL WINDOW UNIT AS
T T Z;i;l;: v
showers and tubs. CONTINUITY OF AIR (� (� ""
Z EXPANDING FOAM AT AIR BARRIER o °' o
The air barrier shall be Installed behind electrical or
BARRIER AT WALL SECTION CO CO
Electrical/phone box or exterior walls communication boxes.Alternatively,air-sealed ____ WINDOW PERIMETER I .` CV
Z boxes shall be installed. PROVIDE SOLID BLOCKING ] Z
CONTINUOUS MINIMAL m
O — EXPANDING FOAM AT
HVAC supply and return register boots that penetrate BENEATH KNEE WALL WINDOW PERIMETER ■ 311i1i1 CL W to
v/ HVAC register boots building thermal envelope shall be sealed to the ----
sub-floor,wall covering or ceiling penetrated by the
boot. CAVITY INSULATION - CONTINUOUS BEAD a• = Q o
Where re aired to be sealed,concealed fires sprinklers shall
Concealed sprinklers only be sealed in a manner that is recommended by 1 OF SEALANT '`0,11ii:' Q Z : ;
manufacture.Caulking or other adhesives sealants CONTINUOUS BEAD rirr/:,/}+� _ QQ
shall not be used to fill voids between fire sprinkler WINDOW UNIT AS J p
cover plates and the wall or ceiling.}- � OF ADHESIVE � � m
AIR BARRIER m N o
Z CONTINUOUS BEAD z;`�
CONTINUOUS MINIMAL OF SEALANT H
CEILING & KNEE WALL INSULATION EXPANDING FOAM AT
O WINDOW PERIMETER Q w
2020 ECCCNYS R403.7 EQUIPMENTSIZING AND EFFICIENCY RATING (MANDATORY) CONTINUOUS BEAD rr��
�./.:,., ...
� M
3 HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED 1 2 OF SEALANTi:.
ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED CONTINUOUS BEAD
HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT HEATING AND OF ADHESIVE
UI COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE ATTIC INSULATION CONTINUOUS BEAD CONTINUOUS BEAD PROJECT 24-022
ATTIC FLOOR FRAMING
I MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS OF SEALANT OF SEALANT
INSTALLED. RIGID INSULATION R-VALUE/DEPTH PER CLIMATE ° DATE : 6/12/2a23
COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE
O SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED /I j\ CONTINUOUS SILL SEALER
GYPSUM BOARD BOX ENCLOSURE I -FULL WIDTH OF MUDSILL SCALE : AS NOTED
ATTIC INSULATION
Z ATTIC FRAMING FOUNDATION WALL AS
SPECIFICATIONS: > \ \ Z. Z:/24DUGS/24
AIR BARRIER
REFER TO ENERGY CONSULTANT'S CODE COMPLIANCE REPORT FOR ADDITIONAL INSULATION a CONCRETE SLAB AS
AND MECHANICAL SPECIFICATIONS. CONTINUOUS BEAD /� ° AIR BARRIER
OFSEALANT
MECHANICAL LATCH TO PRESSURE
EXPANDING FOAM SEALANT AT PERIMETER \ SEAL AT WEATHER STRIPPING ��\\ `\� \ w _T
CONTINUOUS BEAD OF SEALANT MANUFACTURED PULL DOWN STAIR
ADDITIONAL SPECIFICATIONS: DRYWALL CEILING
WINDOWS AND SKYLIGHTS:0.30 U VALUE, 0.30 SHGC RECESSED LIGHTING FIXTURE
• BUILDING ENVELOPE AIR LEAKAGE LESS THAN 3 AIR CHANGES PER HOUR @ 50 PA BLOCKING AS REQUIRED '10. y
• HVAC SYSTEM AND DUCT AIR LEAKAGE TO OUTSIDE LESS THAN 4 CFM 25 PA PER 100 SQ.FT. \ E pF%tA
• MIN. (1) ENERGY STAR APPLIANCE LINE OF CONTINUOUS AIR SEALING STRATEGY - AIR SEALING STRATEGY -
• MIN. 75% ENERGY EFFICIENT INTERIOR LIGHTING
Z • BUILDING CAVITY CANNOT BE USED AS DUCTWORK RECESSED LIGHTING IN ATTIC ATTIC PULL-DOWN STAIR AIR BARRIER UPPER WALL SECTION LOWER WALL SECTION
• ALL HOT WATER PIPES TO BE INSULATED TO R3
1131F14] F15] 5_6 F17
3
ALL 1 F 6
DETAILS MAY NOT APPLY UPDATED 5/1/2020
I
RE71 S ION S:
ISSUED FOR PERMIT: 05/23/24
1 SEE TYPICAL SECTION "I""SIMPSON"CS20 COILED SEE TYPICAL SECTION "I" LEDGER TO BE FASTENED TO ISSUED FOR PERMIT: m9/I0/24
r
z STRAPS OR APPROVED ALL ARCHITECTURAL AND
EQUAL AT EVERY RAFTER, WALL STUDS W/MINIMUM(3) _
THREE TAB ROOF SHINGLES 10d x 3"NAILS.RAFTER TO BE
12 MAX.SPACING 16"O.C. TO RECEIVE(6)FASTENERS FASTENED TO LEDGER W/(3)
z <12 FASTEN AS PER TABLE 3.6A TYPICAL ALL ROOF SURFACES 10d x 3"NAILS.
(1)"SIMPSON"H7Z HURRICANE
z RIDGE ALL ARCHITECTURAL AND
TIE SEE DETAIL
#21 ALL ARCHITECTURAL AND
JOISTS THREE TAB ROOF SHINGLES t i OR APPROVED EQUAL AT EACH THREE TAB ROOF SHINGLES DESCRIPTION DATE
TO RECEIVE(6)FASTENERS ICE SHIELD RAFTER TO RECEIVE(6)FASTENERS
(2)"SIMPSON""H2A" 24"MIN. RAFTER SPACING 16"O.C.MAX. PER SHINGLE CHECKED B Y
U
CONNECTORS RAFTER
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Q ' s
CONNECTED TO >12 (ONE EACH SIDE) �_ 10'-0"MAXIMUM OFFSET
Sc
TRANSFER SHEAR (5)8d FASTENERS TO NOT TO SCALE (2)8d NAILS INTO PLATES D R A U N B Y
(8)8d NAILS INTO STUDS "SIMPSON"LFTA CONNETOR, 16"o.c.
2 ROWS OF 16d RAFTERS/TRUSS (16)10d FASTENERS TO STUDS.*WHERE L.F. / B.M. / P.R.
' COMMON NAILS, 10"O.C.. (5)8d FASTENERS TO STUDS 14"OR TALLER T.J.I.FLOOR JOISTS ARE
7/8"ALL THREADED ROD / ) �) LEDGER TO BE FASTENED TO USED-USE"SIMPSON"FTA5
— BLOCKING SIMPSON"HDQ8-SDS3 ( ( ( WALL STUDS W/MINIMUM CONNECTORS AT 16'.O.C.
"SIMPSON"CNW OR APPROVED EQUAL (1)"SIMPSON"ACZ POST
(3) 10d x 3"NAILS. RAFTER TO U
ICE SHIELD CAP TO MEET A MINIMUM �
z COUPLER OR , FASTEN W/ _ BE FASTENED TO LEDGER W/ lL
o TYPICAL END WALL APPROVED EQUAL 20-SDS1/4X3 SCREWS 24"MIN. (3)10d x 3"NAILS. UPLIFT OF 1400 psi WOOD
NTS) BEARING CAPACITY-NAIL f- )2
g�°��P� F - SIZE AND QUANTITY AS PER 7
BLOCKING DETAIL
--.'� MODEL NUMBER Z
NOw TYPICAL AT ALL SECTIONS IA'
y (1)"SIMPSON"STRAP TIE TO REFER TO MANUF.SPECS. Z Ou
I- (NOT TO SCALE) <<
- MEET A MINIMUM UPLIFT OF •� .,
TO MEET 130 MPH WIND w ICE SHIELD 1400 psi WOOD BEARING =
LOAD CRITERIA 4 (1)"SIMPSON"H3 IF T.J.L'S ARE 24"MIN. CAPACITY-NAILING PATTERN
O 'U
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IF INSTALLED IN A SLAB CONDITION ON ACQ TREATED ` �`�/ FASTENERS OF WEB FLUSH W/ LI CONNECTORS JOIST SPACING 0
(� LUMBER THE CONNECTOR MUST BE GALVANIZED. TO PLATEFLANGES AT 2x PRESS.TREATED (MAX 16"O.C.) U
ICE SHIELD (4)8d FASTENERS EVERY LEDGER LAGGED TO BLDG.
(ONE EACH SIDE)
24"MIN. ) J ) TO FLOOR JOISTS CONNECTOR USE'3/8"LAGS cal
NTS) J 1�j N
LOCATION STAGGERED 12"O.C. (8)8d FASTENERS TO JOIST
CORNER STUD CONNECTED TO (1)"SIMPSON"H7Z HURRICANE TIE 4 (8)8d FASTENERS TO GIRDER Z 0
TRANSFER SHEAR SEE DETAIL#21 OR APPROVED I 77
° ° 5/8"DIA.ANCHOR BOLTS
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°° RAFTER SPACING 16"O.C.MAX. 23"O.C.UNLESS NOTED
OTHERWISE 1/2"CARRIAGE BOLT
° � 2-16d COMMON NAILS,3" a
jo,
"SIMPSON"HDU8 OR APPROVED < ° (2)8d NAILS THIS SIDE OF RAFTERS _ 0-
(2)PER CONNECTION
EQUAL FASTEN W/14-SDS1/2X3 ° ' (TOTAL IL FOUR 8d NAILS INTO RAFTER) (�) ( ) (� �SCREWS OR AS PER "SIMPSON"SSTB28 ANCHORS OR a (2)Sd NAILS INTO PLATESrt 8 8d NAILS INTO STUDS APPROVED EQUAL EMBEDP�.ENT O MANUFACTURER'S SPECS. AS PER MANUFACTURER'S SPECS. "SI PSON"FACE MOUNTPRESS.TREATED POST
MIN.5/8"DIA.ANCHORS <c SEE FOUNDATION PLAN FOR ° 5/8"DIA.ANCHOR BOLTS HANGER TO MEET A
EMBEDDED IN CONC.MIN. a TOHEAENDNOF EACH PLATE FROMTYPICAL GAMBREL ROOF 23"O.C.UNLESS NOTED MINIMUM UPLIFT OF 600 psi (1)"SIMPSON"POST BASE
Np� EMBEDMENT T' OTHERWISE WOOD BEARING CAPACITY- TO MEET A MINIMUM
q!� SEE FOUNDATION PLAN SECTION RAFTER ° ° NAILING PATTERN AS PER UPLIFT OF 1400 psi WOOD
MO EL NUMBER BEARING CAPACITY-NAIL
FOR LOCATIONS REF ER TO MANUF.SPECS SIZE AND QUANTITY AS
SPRINGING FROM PAD TYPICAL WALL SECTION RERMODFER MODEL NUMBER
Q TYPICAL CORNER HOLDOWN TYPICAL CORNER AND ABOVE SUB-FLOOR RAFTER SPRINGING FROM� OM �
SLAB / ONE STORY CONDITIONS BRACED WALL NOLDOWN *TO MEET 130 MPH WIND LOAD CRITERIA(NOT TO SCALE) PAD ABOVE SUE;-FLOOR ° ° TYPICAL WALL SECTION
(NOT TO SCALE) AS PER ASCE7-05 DESIGN CRITERIA TO MEET 130 MPH WIND LOAD CRITERIA (NOT TO SCALE) TYPICAL WALL SECTION +�-
IF TWO STORIES & SLAB, 7/8"ANCHOR BOLTS AND HDQ8 HOLDOWN TO MEET 130 MPH WIND LOAD CRITERIA AT COVERED PORCH
CONNECTORS ( DETAIL 8) MUST BE UTILIZED. TO MEET 130 MPH (NOT TO SCALE) (NOT TO SCALE) '
9 8 7
(� * WIND LOAD CRITERIA �a •�TO MEET 130 MPH WIND LOAD CRITERIA � �E TO MEET 130 MPH WIND LOAD CRITERIA
Ul
I +Y H3 AND A35 CONNECTORS ARE TO BE GALVANIZEDlu
N
I
WHERE THEY ARE IN CONTACT WITH ACQ TREATED
O �P��S�� LUMBER. STAINLESS STEEL NAILS MUST ALSO BE USED. NOTE: ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN v Q=
�co
z � ; DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED H
I°pp\, P NOTE:
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SILL 'LATE,
U �Q SEE PLANS UNDERLAYMENT SHALL COMPLY WITH RESIST CORROSION FROM PRESSURE TREATED LUMBER. "SIMPSON"CS20 COILED STRAPS V
OR APPROVED EQUAL AT EVERY U
RAFTER,MAX.SPACING 16"O.C. n
_ ASTM D 226 TYPE I OR ASTM D 4869 1--1
AS PER R403.1.6 5!8"DIA.ANCHOR ',
Q \{ o
lu
3 1/2' BOLTS, 23"O.C.UNLESS NOTED ° FASTEN AS PER TABLE 3.6A nzZ
(MIN.) OTHERWISE
YEIX •
AND MIN.3 PROJECTION
�
BOLTS O °G (n w
SHALL BE LOCATED WITHIN 12" °°
R905.1 .2 ICE BARRIER. X U
o ALL ARCHITECTURAL AND
? I I OF EACH END OF THE PLATE/ a AN ICE BARRIER THAT CONSISTS O F "SIMPSON"CS20 "SIMPSON"CS20 THREE TAB ROOF SHINGLES O
CORNERS,AND IN THE MIDDLE o o TO RECEIVE(6)FASTENERS
THIRD OF THE WIDTH OF THE PLATE °o APPROVED EQUAL AT APPROVED EQUAL AT o AT LEAST TWO LAYERS OF COILED STRAPS OR COILED STRAPS OR PER SHINGLE O
MIN.3"X 3"WASHER&NUT"SIMPSON" o EVERY RAFTER,MAX. EVERY RAFTER,MAX.
Q LBPS5/8 OR APPROVED EQUAL UNDERLAYMENT CEMENTED EVERYSPACI RAFTER,
O.C. SPACINGRAFTER,
MAX. '
Z PLATE,SEE PLANSPRESSURE TOGETHER
SILL TOGETHER O R A SELF ADHERING ALL ARCHITECTURAL AND O N
� THREE TAB ROOF SHINGLES
COPPER TERMITE SHIELD
(2)H3SS STRAPS AT EVERY STUD (2)A35SS FRAMING ANGLE AT EVERY ALL ARCHITECTURAL AND TO RECEIVE(6)FASTENERS (1)"SIMPSON"H7Z HURRICANE
FOUNDATION WALL,SEE PLANS (16"O.C.)ENTIRE EXTERIOR STUD(16"O.C.)ENTIRE EXTERIOR PERIMETER POLYMER MODIFIED BITUMEN SHEET THREE TAB ROOF SHINGLES TO RECEIVE(6)FASTENERS PER SHINGLE �) -J(II TIE SEE DETAIL#20 OR
z PERIMETER OF BUILDING(I)ONE OF BUILDING(1)ONE EACH SIDE OF STUD ( APPROVED EQUAL AT EACH
EACH SIDE OF STUD-FASTEN FASTEN WITH(12)-8dxl 1/2"NAILS SHALL BE USED IN PLACE OF NORMAL PER SHINGLE (1)"SIMPSON"H7Z HURRICANE
RAFTER RAFTER SPACING N Q,
}- WITH(4)-8d NAILS INTO STUD ) TIE SEE DETAIL#21 OR ICE SHIELD 0 Q !0
AND(4)8d NAILS INTO PLATE UNDERLAYMENT AND EXTEND FOR ( APPROVED EQUAL AT EACH 24"MIN. 16"O.C.MAX.(2)8d NAILS THIS O
U NTS) SIDE OF RAFTERS(TOTAL OF U
THE LOWEST EDGES OF ALL ROOF TO -� ICE SHIELD RAFTER AT 16"O.C.MAX. FOUR 8d NAILS INTO RAFTER)
NOTE ; MIN. TWO (2) BOLTS PER SILL WITH (2)8d NAILS THIS SIDE OF > r
24"MIN. (2)8d NAILS INTO PLATES(8)8d Lo Co� � z
TYPICAL L E3- GRADE ILLCONNECTIONSONE BOLT LOCATED NOT MORE THEN 12" OR A POINT AT LEAST 24" INSIDE THE ) NTS) NAILRAFS INTO RAFTER)
RS(TOTAL OF FOUR 8d NAILS INTO STUDS �► • ` p Z
S A O N G R S OR LESS THAN SEVEN BOLT DIAMETERS ~ T o
ICE SHIELD (2)8d NAILS INTO PLATES � 2 ,;,
11I FROM EACH END OF PLATE SECTION. EXTERIOR WALL LINE O F THE 24"MIN. (1>"SIMPSON"H7Z HURRICANE
ENTIRE PERIMETER OF BUILDING TIE SEE DETAIL#21 OR (8)8d NAILS INTO STUDS �} O N
BUILDING. TYPICAL NTS)
APPROVED EQUAL AT EACH JL
T-• �-- ;:;::Z ,. c -
RAFTER AT 16"O.C.MAX. MIN. 12"BEARING Co M
(NOT TO SCALE) O:.,.:, t o
(2)8d NAILS THIS SIDE OF o
TO MEET 130 MPH WIND LOAD CRITERIA 4a N
z RAFTERS(TOTAL OF FOUR 8d ':;;: � I •�
O NAILS INTO RAFTER) "SIMPSON"CS20 COILED STRAP OR I ;.,,, 3 > m
NOTE ; MIN. TWO (2) BOLTS PER SILL WITH (2)8d NAILS INTO PLATES (2)"SIMPSON""H6" APPROVED EQUAL AT EVERY STUD p 3 ' I • �
(8)8d NAILS INTO STUDS CONNECTORS (MAX. '16"O.C.)FASTEN AS PER
ONE BOLT LOCATED NOT MORE THEN 12" OR STUD SPACING 16"O.C.MAX. TABLE 3.48 w!MIN. 12"BEARING ON •• U a
OR LESS THAN SEVEN BOLT DIAMETERS 2X STUDS,SEE PLANS cn
(ONE EACH SIDE) STUD SURFACE T� Q �
w FROM EACH END OF PLATE SECTION. (8)8d NAILS TO RIM JOIST n" x :5c 0,
O IN. 12"BEARING I..
(� Z
� 8 8d NAILS TO STUDS
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C3
iv _ (2)"SIMPSON""H6"OR APPROVED EQUAL m N N o
�r� z F REBLOCKING
TIST SPACING
16 O C CONNECTORS
MAX (ONOE EACH SIDE) a ;
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I �P�LSF�C��ON PLATE,SEE PANS TREATED SILL ° Uo E F
lC T OEI C°NN R S TYPICAL AT (8)8d NAILS TO FLOOR JOIST X
(8)8d NAILS TO PLATE C
O I �PGEN PEE SUB FLOOR,SEE PLANS
lL �10 p,,v 10 0- I I ��;,�'"�
ALL SECTIONS 4 •„ a W
RE �GPL RIM JOIST,SEE PLANS 4a 4 r
MIN. 12"BEARING
1— M
"SIMPSON"LTP5 CONNECTORS SIMILAR 17 "SIMPSON"CS20 STRAPS OR
j I Ik FOUNDATION WALL,SEE PLANS ° ° ° OR APPROVED EQUAL 16"O.C. APPROVED EQUAL BEARING ON
STUDS, NAIL AS PER TABLE 3.4B W/
I i ° FASTEN W/12-8d 2"NAILS "SIMPSON"LTP5 CONNECTORS OR PROJECT M: 24-022
rl Fl ° ° ° "SIMPSON"CS20 STRAPS APPROVED EQUAL AT 16"O.C.,
° ° OR APPROVED EQUAL AT
COPPER TERMITE SHIELD o ° ° EVERY STUD,FASTEN AS 5/8"DIA.ANCHOR BOLTS FASTEN W!12-8d 2"NAILS
° PER TABLE 3.413 23"O.C.UNLESS NOTED
D A T E : 6/12/2023
IL "SIMPSON"SSP STUD PLATE °
5/8"DIA.ANCHOR BOLTS
� �` ° ° ° AS PER R403.1.6 OTHERWISE 5/8"DIA.ANCHOR BOLTS
O TIES OR APPROVED EQUAL ° 23"O.C.UNLESS NOTED 23"O.C.UNLESS NOTED
AT EVERY STUD, 5„ ° 5/8"DIA.ANCHOR BOLTS, 23"O.C.UNLESS OTHERWISE OTHERWISE
°° SCALE AS NOTED
z ° NOTED OTHERWISE MIN.7"EMBEDMENT
(MIN.) o AND MIN.5"PROJECTION BOLTS SHALL BE
Q AS PER R403.1.6 ° LOCATED IN THE MIDDLE THIRD OF THE Z: Z:/24DUGS/24
d ° THDB62600H TITEN HD ANCHOR BOLTS °` WIDTH OF THE PLATE
SHALL BE LOCATED WITHIN 12"OF EACH
\ END OF THE PLATE/CORNERS,AND IN MIN.3"X 3"WASHER&NUT"SIMPSON"
THE MIDDLE THIRD OF THE WIDTH OF
-� LBPS5/8 OR APPROVED EQUAL
0 THE PLATE.INSTALLED AS PER MANUF. (2)PRESSURE TREATED SILL PLATE
\ SPECS. SEE PLANS ED
l ALTERNATE ANCHOR BOLT DETAIL COPPER TERMITE SHIELD TYPICAL WALL SECTION ��
TYPICAL_ SILL CONNECTIONS AT FOUNDATION WALL,SEE PLANS TYPICAL SLAB WALL-
AT CANTILEVER TYPICAL WALL SECTION
CONNECTION
GARAGE WALL LOCATIONS TYPICAL SILL CONNECTIONS (NOT TO SCALE) (NOT TO SCALE)
(NOT TO SCALE) NOT TO SCALE) TO MEET 130 MPH WIND LOAD CRITERIA �E TO MEET 130 MPH WIND LOAD CRITERIA
(NOT TO SCALE) TO MEET 130 MPH WIND LOAD CRITERIA 3 OF Nti
l� *TO MEET 130 MPH WIND LOAD CRITERIA 4 TO MEET 130 MPH WIND LOAD CRITERIA 4 2 1
z
7 ALL DETAILS MAY NOT APPLY- PLANS WILL REFERENCE APPLICABLE DETAILS UPDATEDS/1/2020
®2 I. 6
REVISIONS:
ISSUED FOR PERMIT: ra5/23/24
3 NOTE:
REFER TO"SIMPSON" 15SUED FOR PERMIT: 09/lm/24
Z MANUFACTURER'S 2x4x8'CONTINUOUS LATERAL BRACE @ 6'-0"O.C.
SPECIFICATIONS FOR 2-10d NAILS
STRAP KING STUDS TO TOP PLATE STRAP KING STUDS TO TOP PLATE
ALTERNATIVE APPLICATIONS z 2-10d NAILS
STAGGER FASTENERS EACH TRUSS HEADER HEADER
IN 2 ROWS
x G 5.5"MIN.FOR 2 X 8*
65"MIN.FOR 2X10
z 7.5"MIN.FOR 2 X 12 TRUSS OR CEILING JOIST
DESCRIPTION DATE
in ;'r (r Z •DISTANCE SHALL BE PERMITTED NAILS "SIMPSON"CS20 COILED STRAP "SIMPSON"CS20 COILED STRAP 8D NAILS @ 4'O.C.
TO BE REDUCED TO 4.5"IF LAG
�* SCREWS ARE USED OR BOLT OR APPROVED EQUAL FROM OR APPROVED EQUAL FROM C N E C K E D B Y
SPACING IS REDUCED TO THAT STUD TO HEADER MIN.24"LONG STUD TO HEADER MIN.24"LONG
U LAG SCREW OR BOLT SPACING AS PER OF LAG SCREWS TO ATTACH 2 X 8 GABLE END TRUSS EXTERIOR E 1\I O R AT ALL HEADER LOCATIONS EXTERIOR AT ALL HEADER LOCATIONS L.F.
O LEDGER TABLE R507 9 1.3(1)DECK LEDGER LEDGERS TO 2 X 8 BAND JOISTS. FASTEN AS PER MANUF.SPECS. FASTEN AS PER MANUF.SPECS.
2" MIN. CONNECTIONS TO BAND JOIST OR CEILING JOIST �IMAX
Q GYP.BOARD D R A UJ N B Y
PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS NO FURRING 2X PLATE,SEE PLANS VIEW VIEW
L.F. / B.M. / P.R.
2x STUDS SEE PLANS
� NOTE: 2x STUDS SEE PLANS FOR SIZE
THIS DETAIL IS.APPLICABLE FOR SIZE NAIL BASED ON U
� SIDING
WHERE FLOOR JOISTS ARE _ 2X ENDWALL STUDS,
PARALLEL TO DECK JOISTS FLASHING FOR 2x4 BLOCK NAILED TO EACH _ SEE PLANS BRACED WALL
Z WATER TIGHTNESS BRACE WITH 4-10dNAILS REQUIREMENTS
O SHEATHING A35Z FRAMING ANGLE AT WINDOW A35Z FRAMING ANGLE AT WINDOW Q
10d NAIL @ 6"O.C. OPENING(1)ONE SIDE OF STUD OPENING(1)ONE SIDE OF STUD Z
DECKING"SIMPSON"FACE CS20 STRAP FASTEN W/(12)-8dxl 1/2"NAILS FASTEN W/(12)-8dxl 1/2"NAILS Z U
MOUNT HANGER OR APPROVED U
( EQUAL TO MEET A MINIMUM w
UPLIFT OF 600 psi WOOD "SIMPSON"CS20 COILED STRAP "SIMPSON"CS20 COILED STRAP 77
BEARING CAPACITY-NAILING l
NOTE: ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT OR APPROVED EQUAL FROM OR APPROVED EQUAL FROM CENTER 2x BLOCKING
PATTERN AS PER MODEL MIN. 12"BEARING ON WALL STUDS MIN. 12"BEARING ON WALL STUDS
CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED STUD TO UNDER THE MUD SILL STUD TO UNDER THE MUD SILL O
Z NUMBER REFER TO ON SHEATHING JOINT z
2"MIN. GALVANIZED MEMBERS APPROVED BY MANUFACTURER TO RESIST MIN. 12"BEARING ON STUDS MIN. 12"BEARING ON STUDS I 15/32"WOOD J O
� MANUFACTURER
FASTEN AS PER MANUF.SPECS. FASTEN AS PER MANUF.SPE S. NO CEILING � STRUCTURAL PANELS �
2x LEDGER WITH FASTENERS IN CORROSION FROM PRESSURE TREATED LUMBER.
fl/ DIAPHRAGM ON GABLE FACE AND �
w ACCORDANCE WITH TABLE R507.9.1.3(1) RIM JOIST RIM JOIST REQUIRED ON WALL BELOW
DTT1Z MIN 750 LB.CAPACITY AT 4 TYPICAL CEILING CONNECTION SILL PLATE SILL PLATE WALL REQUIREMENTS
BASED ON BRACED � N
LOCATIONS,EVENLY DISTRIBUTED ALONG
�t DECK AND ONE WITHIN N DE EACH END OF TO GABLE ENDWALL z`l THE LEDGER.HOLD DOWN DEVICES SHALL
(NOT TO SCALE) '�
O FULL ENGAGE DECK JOIST PER HOLD DOWN CONCRETE CONCRETE lY
MANUFACTURER * TO MEET 130 MPH WIND LOAD CRITERIA FOUNDATION FOUNDATION CL
CL
FLOOR JOISTS A FULLY THREADED 3/8"DIAMETER 21
U Q
I- LAG SCREW PREDRILLED W/MIN. U
U 3"PENETRATION TO CENTER PLATE, TYPICAL GABLE o
STUDS,OR HEADER USE A MINIMUM OF TYPICAL STRAPPING DETAIL F O R
'= DECK LEDGER CONNECTION DETAIL TWO 8d NAILS THIS TYPICAL STRAPPING DETAIL FOR END WALL
II SIDE OFTRUSS. OPENING THAT EXCEED 42" IN WIDTH OPENING UP TO 42" IN WIDTH ON BALLOON FRAMING
TOTAL FOUR . 0 °
n (NOT TO SCALE) FIGURE R507.9.1.3(2) 23 8d NAILS
° ° ON ALL EXTERIOR FRAMED OPENINGS (NOT TO SCALE)
IX INTO TRUSS. ALL EXTERIOR FRAMED OPENINGS
v e o (NOT TO SCALE) * TO MEET 130 MPH WIND LOAD CRITERIA
Q o o m * NOT TO SCALE)
TO MEET 130 MPH WIND LOAD CRITERIA 17 *(TO MEET 130 MPH WIND LOAD CRITERIA 1 15
U-I -SEE SECTION 1 FOR 1�
STRAP CONNECTION OF BEAM v
"SIMPSON"FACE MOUNT HANGER s s s s s s
OR APPROVED EQUAL TO MEET A I BOLTING BOLT SPACING
MINIMUM UPLIFT OF 600 psi ° 4d
PATTERN SIZE 2" (S) NOTE: ALL METAL HANGERS CLIPS NAILS BOLTS SCREWS ETC. IN
WOOD BEARING CAPACITY- 4d � � � �
TWO Sd o EIGHTT A 1/2" 12"
Ul FLOOR JOISTS NAILING REFERNASPERMODEL NAILS ° INTONAILS - DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED
-NUMBER REFER TO INTO ° INTO -�- -�— -�- B 3/8" 12"
AS PER PLANS MANUFACTURER PLATES °m° STUD Simpson Strong-Tie _ - - _ _ _ _ _ C 5/8" 12" GALVANIZED OR STAINLESS STEEL AS PER AS TM SPECIFICATIONS (�
1 S j 1 fir, H7Z BEAM ELEVATION 4d D 3/4" 12.1 TO N
J _
(� FIREBLOCK (2)"SIMPSON"H2 CCNNECTOR OR TYP. "SIMPSON" H7Z HURRICANE TIE RESIST CORROSION FROM PRESSURE TREATED LUMBER. (P
@ EACH BAY APPROVED EQUAL STUD SPACING, U
O 16"O.C.MAX.(ONE EACH SIDE) TO MEET 130 MPH WIND LOAD CRITERIA FLITCH PLATE BOLTING PATTERNS
z (5)8d FASTENERS TO RAFTERS/TRUSS (NOT TO SCALE) 120 1 8 `
(5)8d FASTENERS TO STUDS (NOT TO SCALE) 0
TYPICAL WATERPROOF \}' C "SIMPSON""H6Z"
3/8"MIN. , ' CONNECTORS JOIST SPACING
DECK DETAIL EDGE
HEADER AS b" STEEL"U"SHAPED BRACKET (MAX 16"O.C.)(ONE EACH SIDE) U
7 �—HEAD FIED 3/8"STEEL PLATE (8)8d FASTENERS TO JOIST � q w E�
Q o ° 3/4"DIA. (8)8d FASTENERS TO GIRDER V^,, Z'
BASE PLATE �,n ,`/
(NOT TO SCALE) ° °0 °°° 8d COMMONS TO A-325 BOLTS ® ® ® - 1/2"CARRIAGE BOLT V J - X
* TO MEET 130 MPH WIND LOAD CRITERIA °° PLATES FILL ONE OF s ln" II"
, �� - STEEL"U" _ ( )
THREE HOLES TO H10A ® STEEL TUBE COLUMN 2 PER CONNECTION
BOTTOM FLANGE v2" SF!.,PED BRACKET FULLY WELDED TO (y1 O �
22 2 In„ 3/8"STEEL PLATE PLATE �—PRESS.TREATED POST
TYPICAL RAFTER TO I�„ (1)"SIMPSON"POST BASE p �'
BASE PLATE WITH Q�
Q PLATE CONNECTION STEEL COLUMN TO MEET A MINIMUM
I2" UPLIFT OF 1400 psi WOOD
A)5/8"DIA. BEARING CAPACITY-NAIL n O
Z ANCHOR BOLTS SIZE AND QUANTITY AS
WHEN RAFTER AND BRACKET SECTIONAL VIEW INTERIOR BRACKET SIDE VIEW CORNER BRACKET PLAN VIEW PER MODEL NUMBER
REFER TO MANUFACTURE
z STUD SPACING DIFFER PORCH STEEL COLUMN DETAILS TYPICAL 00 20° : M
�- ALTERNATE DETAIL o o
TOP PLATE (NOT TO SCALE)U (NOT TO SCALE)
J * TO MEET 130 MPH WIND LOAD CRITERIA 1 TO MEET 130 MPH WIND LOAD CRITERIA ) `> � 1i11 z z
12 (NOT TO SCALE 11 e
HEADER
T O i
SEE PLANS co ''II'I= i i1 iii c 'v
�f f (1)"SIMPSON"H7Z HURRICANE TIE OR O E o
APPROVED EQUAL AT EACH RAFTER T- T S ;Z I o -
SEE TYPICAL SECTION "1" SEE TYPICAL SECTION "1" RAFTER SPACING 16"O.C.MAX. 2 8d M M i
"SIMPSON"LTP5 CONNECTORS O
NAILS THIS SIDE OF RAFTERS(TOTAL OF (O (D !il U I:lil -o 0
FOUR Sd NAILS INTO RAFTER)(2)8d ": II M N
z NAILS INTO PLATES(8)8d NAILS INTO °-'
SEE TYPICAL SECTION "1" SEE TYPICAL SECTION "1" STUDS p 3 cn
O MIN.(2)2x4'S DOUG FIR ° €ir;,;�, F- "3 m
REFER TO PORCH STEEL U s
#2 OR BETTER °° SPECIFIED F ED W "SIMPSON"CCQ POST CAPS N
o ° "SIMPSON"CCQ POST CAPS COLUMN DETAIL#12 THIS +� Q 0
STEEL"U"SHAPED OR APPROVED EQUAL.FASTEN OR APPROVED EQUAL.FASTEN n"
UI E; MIN.7/16"SHEATHING ° SHEET FOR CONNECTION w o v,
fl BRACKET SEE CCQ POST CAP DETAILS CCQ OST CAP AS PER MANUF.SPECS. ""'
II , DETAIL 12 FOR AS PER MANUF.SPECS. .. Q Z
i
CLARIFICATIONHOLLOW
"SIMPSON"CCQ POST HOLLOW COLUMNS AS SPECIFIED COLUMNS AS SPECIFIED � � � 00
.1 t t Z "SIMPSON"CS16 STRAPS CAPS OR APPROVED - (1)"SI PSON"STRAP TIE TO (� m N N o
FROM SILL TO TOP PLATE Simpson Strong-Tie EQUAL.FASTEN AS PER (1)"SIMPSON"STRAP TIE TO MEET MINIMUM UPLIFT OF Z cc a,
HRC22 MANUF.SPECS. MEET A MINIMUM UPLIFT OF PRESSURE TREATED POST 1400 p i WOOD BEARING O Z E d
1400 psi WOOD BEARING SEE PLANS FOR SIZE STEEL COLUMN CAPACITY-NAILING PATTERN E—HOLLOW COLUMNS AS SPECIFIED n � a•
�-HOLLOW COLUMNS E HOLLOW COLJMNS CAPACITY-NAILING PATTERN AS PE MODEL NUMBER �+ y` W
RIDGE AS PER MODEL NUMBER FULL SPAN PRESSURE
AS SPECIFIED AS SPECIFIED REFER TO MANUFACTURE TREATED POST TO REFE TO MANUFACTURE PRESSURE TREATED POST (.., � < �
IL HOLDOWN CONNECTORS SONOTUBE BELOW SEE SEE PLANS FOR SIZE
INSIDE THE WALL SEE DETAIL PLANS FOR SIZE 0
PRESSURE TREATED STEEL TUBE
8 FOR MORE INFO. (2)"SIMPSON""H6Z"
POST SEE PLANS (2)"SIMPSON""H6Z" (2)"SIMPSON""H6Z" CONNECTORS JOIST SPACING
FOR SIZE CONNECTORS JOIST SPACING CONNECTORS JOIST SPACING (MAX 16"O.C.)(ONE EACH
(MAX 16"O.C.)(ONE EACH (MAX 16"O.C.)(ONE EACH SIDE)(8)8d FASTENERS TO PROJECT �: 24-022
f f l I (1)"SIMPSON"POST STEEL TUBE COLUMN SIDE)(8)8d FASTENERS TO SIDE)(8)8d FASTENERS TO JOIST(8)8d FASTENERS TO
BASE TO MEET A FULLY WELDED TO JOIST(8)8d FASTENERS TO JOIST(8)8d FASTENERS TO GIRDER
MINIMUM UPLIFT OF PLATE 10"x10".c3/8" GIRDER GIRDER
DATE : 6/12/2 a23
..,. n 1400 PSI WOOD BEARING STEEL BASE PLATE
0 }L..:... ..................
MIN.3500 PSI CONCRETE WALL CAPACITY-NAIL SIZE WITH(4)5/8"CIA. __ 1/2"CARRIAGE BOLT 1/2"CARRIAGE BOLT "SIMPSON"CCQ POST CAPS
"""""""' AND QUANTITY AS PER ANCHOR BOLTS (2)PER CONNECTION (2)PER CONNECTION OR APPROVED EQUAL.FASTEN S C A L E AS NOTED
° ° MODEL NUMBER REFER = -
AS PER MANUF.SPECS.
........................:..................' ° d TO MANUFACTURER d STEEL COLUMN
O / • . . • • . PRESS.TREATED POST
..........
,•,,,,, ,,,,,,,,,, •d a •dd d • PRESS.TREATED POST P a
_ .................................................. ................. p.
. d : :/ D /2
�- " .' CONCRETE FOUNDATION CONCRETE FOUNDATION
(1)"SIMPSON"POST BASE STEEL TUBE COLUMN (1)"SIMPSON"POST BASE
TO MEET A MINIMUM FULLY WELDED TO TO MEET A MINIMUM
... UPLIFT OF 1400 psi WOOD PLATE 10"x10"x3/8" UPLIFT OF 1400 psi WOOD
I BEARING CAPACITY-NAIL STEEL BASE PLATE BEARING CAPACITY-NAIL
O Simpson Strong-Tie TYP. ALTERNATE DETAIL TYP. ALTERNATE DETAIL SIZE AND QUANTITY AS WITH(4)5/8"DIA. SIZE AND QUANTITY AS
CORNER HCP PER MODEL NUMBER ANCHOR BOLTS PER MODEL NUMBER
> AT HOLLOW COLUMNS AT HOLLOW COLUMNS REFER TO MANUFACTURER REFER TO MANUFACTURER �5 G
TYPICAL DETAIL @ GARAGE WALL TYP. HIP RIDGE & (NOT TO SCALE) NOT TO SCALE) TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN
- CORNER CONNECTIONS �TO MEET 130 MPH WIND LOAD CRITERIA �TO MEET 130 MPH WIND LOAD CRITERIA -
RETURNS & BETWEEN GARAGE DOORS INSTALLATION INSTALLATION INSTALLATION N� V0.0iea3 ,{C?
(NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) NOT TO SCALE) �v(NOT TO SCALE) 1 1 OF t�
* TO MEET 130 MPH WIND LOAD CRITERIA 14 *TO MEET 130 MPH WIND LOAD CRITERIA 13 11 d 11 c TO MEET 130 MPH WIND LOAD CRITERIA 11 b *TO MEET 130 MPH WIND LOAD CRITERIA 11 a - TO MEET 130 MPH WIND LOAD CRITERIA
z
z ALL DETAILS MAY NOT APPLY- PLANS WILL REFERENCE APPLICABLE DETAILS
(� UPDATED 5/1/2020
D3
I
I
BRACED WALL DESIGN CRITERIA IRE V 16 IONS:
4 TABLE R602.3(1) - continued BRACED WALL NOTES: FIGURE R602.10.6.4 ISSUED FOR PERMIT: 05/23/24 '
TABLE R507.9.1.3(2) FASTENING SCHEDULE METHOD CS-PF - CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION ISSUED FOR PERMIT: m9/10/24
PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS INDICATED1. BRACED WALL LINES AS ON BCEDITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION AC 0 DA CE WITH R602.10 OF THE2020 RES DENTIAL CODE OF NEW YORK STATE.R CONSTRUCTED IN
WALL CONSTRUCTION
OF FASTENER a,b,c
MINIMUM END AND EDG bISTANCES AND SPACING ETWEEN ROWS FLOOR 2.THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL BE 60 FT. EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS)-.-
1 EXTENT OF HEADER WITH SINGLE PORTAL FRAME
Z 3-16d box(3�"x 0.135")or
24 2"subfloor to joist or girder 1 Blind and face nail (ONE BRACED WALL PANEL) - -
TOP EDGE BOTTOM EDGE ENDS ROW SPACING 2 16d common(3 2'x 0.162) 3. BRACED WALLS PANELS ARE FULL-HEIGHT SECTIONS OF WALL. BRACED WALL PANELS SHALL BE 2 18'FINISHED WIDTH OF OPENING FASTEN KING
I- CONSTRUCTED AND PLACED ACCORDING TO BRACED WALL PLANS AND BRACING METHODS FOR SINGLE OR DOUBLE PORTAL -- STUD TO
Z Ledger a 2 inches d 3/4 inch 2 inches b / 1 5/8 inches b 3-16d box(3�"x 0.135")or TENSION STRAP PER HEADER WITH 6
A-
25 2"planks(plank&beam-floor&roof) At each bearing,face nail SPECIFIED TABLE R602.10.6.4(ON -------° 16D SINKERS
c b b 2 16d common(3 "x 0.162) PONY ALL I OPPOSITE SIDE OF DESCRIPTION DATE
Band Joists 3i4 inch 2 inches 2 inches 1 5/8 inches EIGHT SHEATHING) °
For SI: 1 inch=25.4 mm 3-16d common(3 2"x 0.162");or 4. BRACED WALL PANELS SHALL NOT BEGIN MORE THAN 10'-0"FROM THE ENDS OF THE BRACED °a:z-a_ G H E C K E D B 1
a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with figure 26 Band or rim joist to joist 4-10d box(3"x 0.128);or WALL LINE. THERE SHALL NOT BE MORE THAN 20'-0"BETWEEN TWO BRACED WALL PANELS ON THE A.A.--e. o
End nail v" v ° MIN.3"X11}"NET HEADER STEEL HEADER PROHIBITED IF BRACED WALL LINE
U 4-3"x 0.131"nails;Or SAME BRACED WALL LINE. o , o "SPACER IS USED,PLACE ON BACK-SIDE OF HEADER CONTINUOUSLY v e e ° L.F.
O R507.9.1.3(1). ° SHEATHED WITH y e e -
b. Maximum 5 inches. 4-3"X 14 ga.staples, 16'Crown w FASTEN SHEATHING TO HEADER WITH 8D WOOD STRUCTURAL
Q c. For engineered rim joists the manufacturer's recommendations shall govern. 5 .ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUS COMMON OR GALVANIZED BOX NAILS IN 3"GRID PANELS PLATE TO
FASTEN TOP D R A UJ N B Y
d. The minimum distance from bottom row of lag screws or bolts to the top edge Of the ledger shall be in accordance with Figure R507.9.1.3(1). 20d common(4"x 0.192"):or Nail each layer as follows;32"D.C. SHEATHED STRUCTURAL WOOD PANEL METHOD UNLESS OTHERWISE NOTED.THE PLYWOOD Q PATTERN AS SHOWN HEADER WITH L.F. / B.M. / P.R.
at top and bottom staggered IF NEEDED PANEL TWO ROWS OF
SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LESS THAN 1/2" IN THICKNESS. _ °�° °°' 16D SINKER
HEADER TO JACK-STUD STRAP PER TABLE SPLICE EDGES SHALL
10d box(3"x 0.128");Or 24"D.C.face nail at top and bottom (0 0lo R602.10.6.4 ON BOTH SIDES OF OPENING OCCUR OVER AND BE NAILS AT 3"O.C.
27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides o = OPPOSITE SIDE OF SHEATHING NAILED TO COMMON nP•
{- p g 6. BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITHIN TABLE R602.3(1) ° BLOCKING WITHIN THE
layers And: OF THE 2020 RCNYS. MIDDLE 24"OF THE _ U
PORTAL-LEG HEIGHT. MIN.7/16"WOOD C�
Z 2 20d common 4"x 0.192 ;Or o I° MIN.DOUBLE 2x4 FRAMING COVERED WITH MIN. ONE ROW OF 3"O.C. STRUCTURAL
( ) 7/16"THICK WOOD STRUCTURAL PANEL PANEL
TABLE R602.3(1) 3-10d box(3"X 0.128");Or Face nail at ends and at each splice 7 BRACED WALL. PANELS ARE NOTED BY THE FOLLOWING: I° SHEATHING WITH BD COMMON OR GALVANIZED NAEACH PANEL EDGE SHEATHING (- O
FASTENING SCHEDULE 3 3"x 0.131"Halls BOX NAILS AT 3"O.C.IN ALL FRAMING(STUDS,
a. CS-WSP= CONTINUOUS SHEATHED WOOD STRUCTURAL PANEL BLOCKING,AND SILLS)TYP. TYPICAL PORTAL
4-16d box(3 'x 0.135");or FRAME CONSTRUCTION,, z z
III ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION _b. CS-PF= CONTINUOUSLY SHEATHED PORTAL PANEL MIN.LENGTH OF PANEL PER TABLE R602.10.5Q
OF FASTENER a,b,C 3-16d common(3�'x 0.162);or c U
28 Ledger strip supporting joist or rafters At each joist or rafter,face nail c. GB = GYPSUM BOARD MIN.DOUBLE 2x4 POST
ROOF 4-10d box(3"x 0.128");or �-INSTALLED(2)1 2 PER SECTION ANCHOR
BOLT R403.1 6 WITH (KING AND JACK STUD).
4-3"x 0.131"nails INSTA3/1s PLATE WASHER NUMBER OF JACK
8.THE ENDS OF THE BRACED WALL LINES SHALL BE CONSTRUCTED USING ONE OF THE METHODS STUDS TABLES
4-8d box 2 'x 0.113" or -' °
( �' ) Bridging or blocking to joist 2-10d(3"x 0.128")or 2-8d common Each end,toe Hall �'�, R602.7(1)&(2) - }-
SHOWN BELOW.
1 Blocking between ceiling joists or rafters to top plate 3 8d common(2 2"x 0.131 );or Toe nail 29 (2 1/2"x0.131;or 2-3"x 0.131)nails
3-10d box(3"x 0.128");or _J
3-3"x 0.131"nails DESCRIPTION NUMBER AND SPACING OF FASTENERS FIGURE R602.10.7 '• 0
---- -----`- ---- `---:------------ --- -----------'-- ---_ -- ---'- -- ANCHOR BOLT PER
ITEM a,b,c Edges h Intermediate END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING SECTIONR403.1.6 U
4-8d box(2�'x 0.113");or OF BUILDING ELEMENTS TYPE OF FASTENER (inches) supportsc,e
UJ 1„ (inches) OVER CONCRETE MASONRY BLOCK FOUNDATION N
3-8d common 2 x 0.131 or
I- 2 Ceiling joists to top plate ( 2 ) Per joist,toe nail Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framingFRONT ELEVATION SECTIO
3 10d box(3"x 0.128");or P 9 9 p 9 z
(see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED
3-3"x 0.131"nails
Ceilingjoists not attached to parallel rafter, laps over 4-10d box(3"x 0.128");or 6d common(2"x 0.113")nail(subfloor,wall) I BRACED WALL LINE BRACED WALL LINE I I I I I I
J p p 3n 1 n f / / / / I WOOD STRUCTURAL PANEL NAIL P-P PLATE TO I
partitions see Sections R802.5.2&Table R802.5.2 3-16d common 3 x 0.162" or 30 g _2 8d common(2 "x 0.131")nail(roof)or 6 12 j / I BANDOSHEATHINGTOTOPOF JOIST 2.3(i) TABLE I 2 FRAMINGANCHORS (Y
O p f ) ( ) RSRS-01 2 ) ( / / / / / BAND OR RIM JOIST R602.3(1} �� /' O
3 Face nail ( 3/8°x0.113" nail roof �✓ ; I I I I PLIED ACROSS / NAIL SOLE PLATE TO �
F 4-3"x 0.131"nails / / �' ,�' I I SHEATHING JOINT 6, 6 JOIST PER TABLE
_ 8d common 2-"x 0.131" or RSRS-01 f / /' ' I I WITH CAPACITY OF670 �' R602.3(1) a
31 - 1 6 12 / ' � / °� `-� LBS IN THE '� g
I- 32 (2 3/8"x0.113")nail(roof)1 /, % 9 IJ- L 1- HORIZONTAL AND U
u 00
Ceiling joists attached to parallel rafter(heel joint) 1 / / i/ / / / VERTICAL DIRECTIONS v y.
4 [see Sections R802.5.2&Table R802.5.21 Table R802.5.2 Face nail 10d common(3"x 0.148")nail;or 8d(2 2'x j / / / /
of 32 1 g" - 1 q" 0.131")deformed nail 6 12
- Other wall sheathing g
4-10d box(3"x 0.128");Or 1 RETURN
Collar tie to rafter,face nail or 1 q"x 20 ga. ridge strap to 3-10d common 3"x 0.148" ;Or 1 1 2 galvanized roofing nail, 1E'head diameter, PANEL HOLD WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST APPROVED BAND OR
5 rafter ( ) Face nail each rafter 33 2 structural cellulosic fiberboard sheathing Z 3 6 BRACEO WALL PANEL AT DOWN BRACED WALL PANEL AT
U 4-3"x 0.131"nails or 1 1/4" long staple 16ga.,W/ 1g'or 1"Crown END OF BRACED WALL LINE DEVICE END OF BRACED WALL LINE RIM JOIST
l 2 „ 14'galvanized roofing nail, 116'head diameter, OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION
3-16d box 3 1 x 0.135" or 34 32 structural cellulosic fiberboard sheathing or 1 1/2" Ion staple 16 a.,w/ or 1"crown 3 6 END CONDITION 1 END CONDITION 2 (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST)
6 Rafter or roof truss to plate 3-10d common(3"x 0.148);or 2 toe nails on one side and 1 toe nail 1 d 1 2'galvanized roofing nail;staple galvanized,
4-10d box(3"x 0.128");or on opposite side of each rafter or 35 z gypsum sheathing 1„ 7 7
Q trUSS 1 long; 1 "screws,Type W or S ( CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED
4-3"x 0.131"nails I
d 1 4'galvanized roofing nail;staple galvanized, BRACED WALL LINE r BRACED WALL LINE WOOD STRUCTURAL NAIL SOLE PLATE TO
1, 34 8"gypsum sheathing �, 7 7 PANEL SHEATHING TO JOIST PER TABLE 11 I I ATTACH SHEATHING v
t� 4 16d box 3 'x 0.135" Or 1 " 10n 1 'screws,Type W or S // i TOP OF BAND OR RIM R602.3(1)
III ( )' 8 g. 8 Yp /j C_ j j j j� j / / �'/i JOIST I 11 WITH
BAND OR RIM JOIST NAIL SOLE PLATE TO
UJ 1' Toe nail j/ / / I I I NAILS
COMMON °9' ° JOIST PER ABLE {r
3-10d common(3�'x p.148");Or Wood structural panels,combination subfloor underlayment to framing / / � ,/ ?9''/ '1 `�.
/ / I I I NAILS AT 3"O.C.TOP 6V ,Ip R602.3(1)
4-10d box(3"x 0.128");or 2 LI_ AND BOTTOM 9
6d deformed(2"x 0.120")Hall;or � /
Roof rafters to ridge,valley or hi rafters or roof rafter 4-3"x 0.131"nails 37 3i and less +�-
- 7 g y p 4 Bd common(2�"x 0.131")nail 6 12
to minimum 2"ridge beam 1 8d common 2 -"x 0.131" nail;or
V 3-16d box(3 2'x 0.135');or 38 7i- 1" ( 21 ) 6 12
UI 1 End nail 8 8d deformed(2 2'x 0.120")nail
2-16d common(3�'x 0.162);or
3-10d box(3"x 0.128");or 10d common(3"x 0.148")nail;or
1 u 1, 6 12 i RETURN / '/ j/ WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST
3-3"x 0.131"nails 39 1 '-6"- 1 4 8d deformed(2 2' x 0.120")nail // � / APPROVED BAND OR
PANEL � � I RIM JOIST U
WALL (continued) UPDATED 5/1/2020 48"MINIMUM BRACED WALL PANEL I 10'MAX FIRST BRACED OVER RAISED WOOD FLOOR-OVERLAP OPTION
A7 END OF BRACED WALL LINE r 1 WALL PANEL � (V
16d common(3�"x 0.162") 24"o.c.face nail TABLE R602.3(1)-continued "SEE REQUIREMENTS (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) ,n
10d box(3"x 0.128");or FASTENING SCHEDULE ENS CONDITION 3 END CONDITION 4 Jl l
IL 8 Stud to stud(not at braced wall panels) 16"D.C.face nail - FRONT ELEVATION SECTION I
O 3"x 0.131"nails For SI: 1 inch=25.4mm, 1 foot=304.8mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. CONTINUOUSLY SHEATHED v
REQUIREMENTS � Q
16d box 3 1 x 0.135" ;or BRACED WALL LINE For SI: 1 inch=25.4 mm, 1 1 foot=304.8 mm.
( 2 ) 12"D.C.face nail a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall Return panel: 24"for braced wall lines sheathed with
Z 9 Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank wood structural panels {- 0
(at braced wall panels) 16d common 3 "x 0.162" 16"D.C.face nail
diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. I O
( ) 32"for braced wall lines sheathed with 1
- b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width.
{- / structural fiberboard
U 16d common(3 J"x 0.162") 16"D.C.each edge face nail c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
10 Built-up header(2"to 2"header with 2"spacer) 1 d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. / 1
Distance D: 24"for braced wall lines sheathed with
16d box(3 2"X 0.135") 12"o.c.each edge face nail e.Spacing Of fasteners not included in this table shall be based on Table R602.3(2). /. I E ;< V
/ wood structural panels w, 3 w ','
f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and 32"for braced wall lines sheathed with %�¢ °a'
5-8d box(2 1"x 0.113");or v a v a
ridges, nails shall be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches Q a Z Z 1
1 � structural fiberboard 'o_ � ��
Q 11 Continuous header to stud 4-8d common(2 2"x 0.131");or Toe nail on center where the ultimate design wind speed is 130 mph or greater but less than 140 mph. ` ,
4-10d box(3"X 0.128") g.Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to /j// V
(!f HOLD DOWN Hold-down 800 Ibs capacity fastened to the edge O � O
ASTM C 208. FIRST BRACED I
16d common(3 2"x 0.162") 16"D.C.face nail DEVICE WALL PANEL device: of the braced wall panel closest to the �10'MAX-• 20'MAx �0'MAk_-
h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor corner and to the foundation or floor II
} 12 Top plate to top plate 10d box(3"x 0.128");or 12"D.C.face nail perimeter only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required framing below
END CONDITION 5 g
n/ 3"x 0.131"nails blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by BWL 2 BWL 1 (n }- •�
l� other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking . For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound=4.45 N. a O
8-16d common(3 2"x 0.162");or i.Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter / - - - - - - - T
BRACED WALL/ m v
13 Double top plate splice 12-16d box(3 '� x 0.135);or Face nail on each side of end joint and toe nails from the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be PANEL I
Q minimum 24"la splice length each / (� 0 ih
N
Z 12-10d box(3"x 0.128");or ( p p• 9 required. � j.�
q I
� 12-3"x 0.131"nails side of end joint) j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. o 0
FULL-HEIGHT BLOCKING
(continued) CONTINUOUS ALONG LENGTH I I 2,
CONTTABLE R702.3.5 - INTERIOR WALL COVERING ORBAINUOUS NDJOOISRIM OF BRACED WALL PANEL ZZ
Z TABLE R602.3(1) - continued MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS "
FASTENING SCHEDULE I W rBRACEDWALL j O O M y
THICKNESS OF I s
SPACING AND LOCATION ORIENTATION OF MAXIMUM MAXIMUM SPACING OF PERPENDICULAR FRAMING I I Q o r PANEL O Q U °'
U ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE GYPSUM BOARD w W % (� '-
FASTENERS inches BRACED WALL
OF FASTENER a,b,c GYPSUM BOARD SPACING OF (inches) SIZE OF NAILS FOR APPLICATION I r PANEL '^ O >- >-
1R GYPSUM APPLICATION OR GYPSUM FRAMING a b TO WOOD FRAMING ` I r ' sa: (6 "� Z Z
16d common(3 g x 0.162") 16"D.C.o.c.face nail I
8d @ 16"O.C.ALONG n "Z
PANEL PRODUCTS MEMBERS Nails Screws sa @ 1s"O.C.ALONG BRACED WALL PANEL I T �-- :0 .
1 q Bottom plate to joist, rim joist,band joist or PRODUCTS BRACED WALL PANEL m .0 " o
1 TO FRAMING (inches D.C.)
blocking(not at braced wall panels) 16d box(3 2"x 0.135");or 12"D.C.face nail (inches)
IIJ 3"x b.131"nails �/�� 0 a o
Application without adhesive / I L ' � O 2
3 each 16"D.C. ace nail d 1 19 �-BRACED WALL PANEL BRACED WALL�" T T :'i Z : C,
3-16d box(3 z"x 0.135");or Ceilin Per Perpendicular 16 7 12 13 gage 1 4'long,6a head;0.098" / PANEL I I m O
Z 9 p //,,,,,,,,,,,,,,, / (�
Bottom plate to Joist, rim Joist,band joist or 1 2 each 16"o.c.face nail 1, BRACED WALL PANEL - - o o
15 2-16d common(3 2"x 0.162");or 3/8 diameter, 1 a'long,annular ringed;4d I I- (� v o
blocking at braced wall panels) 4 each 16"o.c.face nail
4-3"x 0.131"nails Wall Either direction 16 8 16 cooler nail,0.080"diameter, 1 8'long, 32" N
(lead. 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG
f I
O 4 8d box(2 "x 0.113°);Or Ceiling Either direction 16 7 12 13 gage 1 g"long,sq"head;0.098" BRACED WALL PANEL BRACED WALL PANEL 20'MAX 20'MAX ►I 0 3 N I
1,
3 16d box 3 x 0.135 ;or d 1" : a a�
Toe nail Ceiling Perpendicular 24 7 12 diameter, 1 a long,annular-ringed;5d ���� m
4-8d common(2 z"x 0.131");or 1/2 cooler nail,0.086"diameter, 1 8"long,sa" ��� NOTE:CONTINUOUS �! t
4-10d box(3' x 0.128");or wall Either direction 24 8 12 head;or gypsum board nail,0.086" 3 W' 3- 3 J; SHEATHING METHODS + C Q Q N c
4-3"x 0.131"nails �, s C,Z o z% ❑ o Z; REQUIRE ALL FRAMED N
Wall Either direction 16 8 16 diameter, 1 8'long, 32"head. PERPENDICULAR FRAMING
V,:.
w a 'a %v a; PORTIONS OF THE U' Z
16 Top or bottom plate to stud 'a° a a; o d
3-16d box(3 2"x 0.135");or 13 gage 1 8"long,64"head;0.098" ;m m ;� BRACED WALL LINE TO BE //'� to
2-16d common(3 'x 0.162);or End nail Ceiling Either direction 16 7 12 diameter, 1 a'long,annular-ringed;6d CONTINUOUS RIM FULL-HEIGHT BLOCKING �' �/ SHEATHED �,J m (n M
Z 3-10d box(3"X 0.128");Or OR BAND JOIST CONTINUOUS ALONG LENGTH N O
cooler nail,0.092"diameter, 1 J"long,4 4 OF BRACED WALL PANEL z.: 3
3 3"x 0.131"nails head;or gypsum board nail,0.0915" e . LOCATION OF BRACED WALL PANELS y
Ceiling Perpendicular 24 7 12 <
3-10d box(3"x 0.128");or diameter, 1 7"long, 19"head. FIGURER6021022 E
1 Type X at garage 7, NOT TO SCALE) O 3 d
17 Top plates, laps at corners and intersections 2-16d common(3 2'x 0.162");or Face nail Yp 9 g 1 �'long,6d coated nails or equivalent a w
O 3-3"x 0.131"nails ceiling beneath drywall screws.Screws shall comply with - a o
� 5/8 Perpendicular 24 6 6 rY p Y
habitable rooms
Section R702.3.5.1 s �
3-Bd box 2 'x 0.113" or 5 s„ For SI: 1 inch=25.4 mm. H t7
( ) FIGURE R602.10.8 106
1 13 gage 1 g"long, head;0.o9s" ( ) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED
18 1"brace to each stud plate 2-Bd common(2 x 0.131);or wall Either direction 24 8 12 diameter, 1 3"long,annular-ringed;6d BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING
2-10d box(3"x 0.128");or Face nail B g g 1 TO RESIST WIND PRESSURE TABLE R602.3(3)
„ cooler nail,0.092"diameter, 1 i' long,a"
2 staples 1 a head; or gypsum board nail,0.0915" MINIMUM MINIMUM PANEL NAIL ULTIMATE DESIGN WIND SPEED(mph) PROJECT 0: 24-022
Wall Either direction 16 8 16 MINIMUM COMMON NAIL MINIMUM WOOD
3-Bd box(2 Z"x 0.113");or diameter, 1 J"long,P"head. NOMINAL PANEL WALL STUD SPACING
ADDITIONAL FRAMING FULL-HEIGHT BLOCKING STRUCTURAL
}- 19 1"x6"sheathing to each bearing 2-Bd common(2 2"x 0.131);or
CONTINUOUS RIM OR MEMBER DIRECTLY PANEL SPAN ( ) ( ) WIND EXPOSURE CATEGORY
2-1 0d box(3"x 0.128" ;Or Application with adhesive VE BRACED WALL BRACED WALL PANEL THICKNESS In SPACING in EDGES FIELD
9 9 ( ) Face nail d aeo ( ) RATING B C D D A T E : 6/12/2m23
(L 2 staples 1"crown, 16 a., 1 Ion JOIST
PENETRATION In
�„ Ceiling Perpendicular 16 16 16 SIZE ("O.C.) ("O.C.)
p 9 a 9 Same as above for J"gypsum board and '//
3/8 t 6d 1.5 24/0 3/8 16 6 12 140 115 110
3-Bd box(2�'x 0.113");or Wall Either direction 16 16 24 gypsum panel products. , / ' S G A L E : A5 NOTED
3-8d common(2 'x 0.131);or 8d 1.75 24/16 7/16 16 6 12 170 140 135
0 Ceiling Either direction 16 16 16 24 6 12 140 115 110
3-10d box(3"X 0.128");or 1„ 8d @ 16"O.C.ALONG TOE NAIL 3-8d NAILS AT
3 d Same as above for 1 and 8"gypsum BRACED WALL PANEL EACH BLOCKING Z: Z:/24DUJG&/24
3 staples 1"crown, 16 ga., 1 4'long 1/2 or 5/8 Ceiling Perpendicular 24 12 16 MEMBER
20 1"x8"and wider sheathing to each bearing Wider than 1"x 8" Face nail board and gypsum panel products, 8d@ 16"D.C.ALONG ALLOWABLE LOADS AND DEFLECTIONS FOR STRUCTURAL MEMBERS
Wall Either direction 24 16 24 respectively. BRACED WALL PANEL UPDATED 5/1/2020
4-8d box(2 J"x 0.113");or
J 3-8d common(2 'x 0.131); or Two Ceiling Perpendicular 16 16 16 Base ply nailed as above for gypsum BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL STRUCTURAL MEMBERS LIVE LOADS DEAD LOADS ALLOWABLE DEFLECTION
3-10d box(3"x 0.128");or 3/8 layers board and gypsum panel products; ED C
y EXTERIOR BALCONIES 40 10 U360 � hr
4 staples 1"crown, 16 ga., 1 2"long Wall Either direction 24 24 24 face ply installed with adhesive. ��
DECKS 40 10 U360
For SI: 1 inch=25.4 mm 3-16d @ 16"O.C.ALONG 3.16d @ 16"O.C.ALONG 3-16d @ EACH
FLOOR / BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER ATTIC WITHOUT STORAGE 1 Q 1� U24� �
`{ 4-Bd box(2 "x 0.113");or a. For application without adhesive,a pair of nails spaced not less than 2 inches apart or more than 2 1 inches apart shall be permitted to be _ ATTIC W/LIMITED STORAGE 20 10 U240
1 used with the pair of nails spaced 12 inches on center. FIRST FLOOR
3-Bd common(2 2'x 0.131");or Toe nail I 40 10 U360
b.Screws shall be in accordance with Section 702.3.6. Screws for attaching gypsum board or gypsum panel products to structural insulated j, 2-16d NAILS R'
21 Joist to sill,top plate or girder 3-10d box(3"x 0.128");or panels shall penetrate the wood structural panel facing not less than 6 inch. //' ' EACH SIDE SECOND FLOOR 30 10 U360 -A ho,019b9 y�
I- 3-Y x 0.131"nails ROOF RAFTERS-GROUND SNOW LOAD=20 psf U240 F OF NE
c.Where cold-formed steel framing is used with a clinching design to receive nails by two edges of metal,the nails shall be not less than 8 - ADDITIONAL FRAMING FULL-HEIGHT BLOCKING
1nch longer than the sum board or sum panel product thickness and shall have ringed shanks.Where the cold-formed steel fram in CONTINUOUS RIM MEMBER DIRECTLY @ 1s'O.C.ALONG
8d box(2 1 x 0.113") 4' D.C.oc toe Hall 9 gypsum gypsum p p 9 9 OR END JOIST BELOW BRACED WALL BRACED WALL PANEL
1 5• 15 4 PANEL
v 22 Rim joist,band joist or blocking to sill or top 1 has a nailing groove formed to receive the nails,the nails shall have barbed shanks or be 5d, 13 2 gage, 1 g Inches long, 6a-inch head for ,
Sd common(2 'x 0.131");or 1 • 7• 15 5 2020 RESIDENTIAL CODE O F NEW YORK STATE NOTE:
_z plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail z Inch gypsum board or gypsum panel product;and 6d 13 gage, 1 8 inches long, 6a inch head for a inch gypsum board or gypsum panel
Z 3"x 0.131"nails product. R301.2.1.2 DESIGN CRITERIA:
n/ d. Three-eighths-inch-thick single-ply gypsum board or gypsum panel product shall not be used on the ceiling where a wate r-based textured CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2(,' EQGJAL OR EXCEED 110 MILES PER HOUR(177.1 Km/h)HAVE BEEN
U 3-8d box(2 2"x 0.113");or finish is to be applied,or where it will be required to support insulation above a ceiling.On ceiling applications to receive a water-based _ -� DESIGNED IN ACCORDANCE WITH:
23 1"x6"subfloor or less to each joist 2-8d common(2 "x 0.131);or texture material,either hand or spray applied,the gypsum board or gypsum panel product shall be applied perpendicular to framing.Where For SI: 1 inch=25A mm. AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS(WFCM),
77
Face nail gypsum board thickness shall be increased from inch to 1 inch for 16-inch on center FIGURE R602.10.8(2) CHAPTER 3&6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE ASCE"MIN. D4G
3-1 0d box(3"x 0.128");or 3 applying a water based texture material,the minimum 8 2 BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING OF ANSI/ASCE 7-10. DESIGN LOAD FOR BUILDINGS AND STRUCTURES": REVISION F6
2 staples 1"crown, 16 ga., 1 4 long framing, and from 4 inch to g inch for 24-inch on center framing or J-inch sag resistant gypsum ceiling board shall be used. -
(continued) JUPDATED12/6/2016 UPDATED 5/1/2020