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WALL CONSTRUCTION
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EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS)
I E)CIENT OF HEADER WITH SINGLE PORTALFRAME _I
r--- (ONE BRACED WALL PANEL) FABTEN KING SND d
TO HEADER WITH 8
2'-18'FINISHED WIDTH OF OPENING i8D SINKERS
+-- 61NGL'EORDOtlBL&POffASS TENSION STRAPPER ?:
TABLE602.10.6.4 ----e
r-_-_ (ONOPPOSITE SIDE a
ONYW bF SHEATHING)
�NEIi __- -- - -� ".'-�����_____ __ _,� BRACED WALL UNE
ONNNUDUSLY SHEATHED
MIN.3'x11%'NETHEADER STEELHEAOER PROHIBITED WITH WOOD STRUCTURAL is
IF%•SPACER IS USED.PLACE ON BACKSIDE OF HEADER PANELS 1
IF NEEDED,PANEL • FASTEN TOP
t •;+ FASTEN SHEATHING TO HEADER WITH BD SPLICE EDGES SHALL :r, PLATE TO
•p ) COMMON OR GALVANIZED BOX NAILS IN 3'GRID OCCUR OVER AND BE HEADER WITH
w pATTERNASSHOWN NAILED TO COMMON
TWO
BLOCKING WITHIN THE ROWS OF 16D
HEADER TO JACK-STUD STRAR PER TABLE MIDDLE24.OFTHE .'r SINKER NAILS AT
i eb' R%ISII.6.4 ON BOTH SIDES OF OPENING PORTAL-LEG HEIGHT
'AS OPPOSITE SIDE OF SHEATHING ONE ROW OF 3'0.C. ',. 3'O.C.NP.
u NAILING IS REQUIRED
r w •" w IN EACH PANEL EDGE.
MINA&WOOO >
w wDOUBLEn4'FRAMING COVERED WfRI MIN. - r 3 STRUCTURAL
,A Vd THICK W000 STRUCTURAL PANEL B{1BATHING TYPICAL PORTAL SHEAT ,;!,
WITH BD COMMON OR GALVANIZEDB NAILSAT FRAME CONSTRUCTION ;`y SHEATHING
b '�') 3'O.C.IN ALL FRAMING((STUDS,
BLOCKING,AND SILLS)TYP. MIN.DOUBLE 20 POST
(/ (KINGANDJACKSTUO)
•� �' MIN.LENGTH OF PANEL PER TABLE R6D2.10.6 NUMBEROFJACK
i / STUDS PER TABLES
•V K MIN.121%'DIAMETER BOLTS
R602.7(1) (2)
INSTALLED PER SECTI R403.1.8 WITH
•d TxTx'Ad P TE WAS R p
..\. Ioi a p e p pop op o e o p
OVER CONCRETE OR MASONRY BLOCK FOUNDATION ANCHOR BOLTS PER 1
SECTION R403.1.6 J
((22))FRAMINGANCHORS
N1e
' UEDACROSS
NAIL SOLE PLATE SHEATHING JOINT WITH A NAIL SOLE y.
nWOM
ii CAPACITY OF GO LBS IN PLATE TO JOIST �
TO JOIST PER ' '� THE MOfBZK1NTALAND PERTABLE
TABLE R602.3(1) y.L----__ VERTICALDIRECTIONS R002.3(1)
i1
APPROVED SAND
CTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST
OR RIM JOIST
OVER RAISE
(WHERE PORTAL SHEATHINDG
DOES FRAMINGRIMANCHOR ON
NOT LAP OVER SAND OR JOIST) '
n NNL SOLE PIATE �^' NALSOLE
Ewm Wppp STRUCTURAL PANEL NAIL SOL.PER ATTACH SHEATHING TO '.w PLATTARTOE015T ,h
v,.,: SHEATHING TO TOP OF BAND BAND OR RIM JOIST WITH
O - OR RIM JOIST TABLE R632.3(1) -__ _ BDCOMMONNAILSAT3' - R602.3(1)
� � . O.C.TOPAND BOTTOM v?y
2
•k APPROVED BAND
OR RIM JOIST
W000 STRUCTURAL PANEL SHEATHING OVERARPROVEO BANGOR RIM JOIST
,+
OVER RAISED WOOD FLOOR-OVERLAP OPTION
(WHERE PORTAL SHEATHING LAPS OVER BANG OR RIM BOARD) SECTION
FRONT ELEVATION 's'1i
3i
I'or SI: I inch=25.4 mm,I foot=304.8 Into.
FIGURE R602.10.6A
METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION :.)3
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2015 INTERNATIONAL RESIDENTIAL CODE@
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(NOTICE
KRAFT PAPER INSULATION f5�
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v' j ((•ppMUS��T BE COVERED {
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NOTICE
1 �
FOAM INSULATION VBf;+,
COVERED BY A 15
THERMAL BARE
1 '
i
279.-1 -35 RC 814-2016
Shawn McKenna
1213 Ridge Road
384 sq, ft. garage addition TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based
as ouon
commented exxamination,compliance
t� i� Vx B DNS ndicatn9 the plans ane spoetcfcbe atons ar an ®+�
11 Q t" full compliance with the Building Codesoo®�1 V
�p'T nbl I New York State. (r
J � ra T
9 (�/L
,/ FiLE COPY
`TOWN OF CSU'- -. .
BUILDING & ^_ D
Reviewed B
Date:
NOV 2 9 2016
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