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1. Yvo sets of plans a
Ni olete this III ng G by filling in the blanks on page two and three, and
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gwhich construction details will be used.
1 �. 1'.VI.,: 2 Plot Ian (site plan) showing dimensions of your project or addition
f rtstelationship to existing buildings or structures on the property and the distance
xistinng property lines, drawn to scale. S ee r x � t� �
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bullding safety codes, aSE Y�
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t 1m t`.blanks on pages 2 and 3 with dimensions
d materials which will be used to build the
F r cture Please print legibly.
dice iri the check boxes on page 3 which detail from page 4 will be used.
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garages may require special provisions.
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Dimension
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detail bracing
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❑ Garage is not heated Le��
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Show door and window header sizes and location
and size of landing in front of door
6cr tE�E io �� r� ��c "� Floor Dimension
slope V
3 /z" minimum concrete slab
�) x header
(example: (2) 2 x 10
:! Note,
If roof trusses or rafters bear on header,
special header design maybe required
Double 2x4 or 2x6 trimmers each
7
end of overhead door header
-Garage door opening
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Garage door opening width
i *See Braced Wall Panel Detail on page 4 to Dimension*
me 3', comply with section R602.10.6.2 (IRC)
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(example: /z" exterior plywood)
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Roof coveringl
4 ` uin 1X ridge board (example: ClassA tab shingles)
`x n1m: (example: 1 x 12)
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Note: Pre - engineered roof trusses
r'= a. wltruss clips may be used in lieu of Ceiling height
roof structure shown (example: 8)
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Siding
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k ; ? 'r Diagonal wind bracing or braced wall panels (example: is orT -111)
3 r "' ` @corners and each 25' of wall.
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Concrete Encased �
Ground F'� :: i Cont.
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required for new service r � . M v
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4a " 5 " '•. .
(if heated - example: R -19 Fiberglass Batts)
p Foundation Detail A
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WALL CONSTRUCTION
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EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
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EXTENT OF HEADER
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
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53 JOR MIx1125NETHEADER TYPICAL PORTAL
FASTEN TOP PLATE TO HEADER WITH TWO FRAME
ROWS OF16DSINKERNAILSAT3 "O.C.TYR CONSTRUCTION
1000 LB STRAP OPPOSITE SHEATHING FORAPANEL SPLICE (IF NEEDED), PANEL
FASTEN SHEATHING TO HEADER WITH 8D COMMON EDGES SHALL BE
MAX. GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHBLOCKED, AND OCCUR
HEIGHT „ 3" O. C. INALLFRAMING (STUDS,BLOCKING,ANDSIWITHIN 24'OF MID-
••
10' HEIGHT. ONE ROW OF
TYR SHEATHING TO-
MIN.WIDTH =16" FOR ONE STORY STRUCTURE FRAMING NAILING IS
MIN. WIDTH = 24"FOR USE IN THE FIRSTOFTWO IF2x4B REQUIRED,
S ••
STORY STRUCTURES USED, THE 2x4'S MUST • .
BE NAILED TOGETHER
/ MIN 7x4 FRAMING MIN. WITH 316D SINKERS ..
31V MIN. THICKNESS WOOD DOUBLE
2x4 POST
STRUCTURAL PANEL SHEATHING
MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
CONCRETEAND NAILED INTO FRAMING) MIN. 1000 LB
,I, I TIE DOWN j
7 D DEVICE
SEE SECTION R602.10.3.3 ^w ^^
For SI:1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound force = 4.448 N.
FIGURE R602.10.3.3
METHOD PFH: PORTAL FRAME WITH HOLD -DOWNS f
EXTENT OF HEADER (TWO BRACED WALL SEGMENTS)
TOP PLATE CONTINUITY IS SIDE
REQUIRED PER SECTION R602.3.2 ELEVATION
d ---- -- EXTENT OF HEADER (ONE BRACED WALL SEGMENT)
i
MIN. 3"x 11,25 NET HEADER
• • . • HEADER SHALL OCCURAT TOP OF WALL
l
2' TO 18' (FINISHED WIDTH)
FASTEN SHEATHING TO HEADER WITH 8D COMMON . {
NAILS IN 3' GRID PATTERN AS SHOWN AND 3' D.C. IN
FRAMING AS SHOWN (STUDS AND SILLS) TYR BRACED 16D SINKER
WALL NAILS IN 2 ROWS
SEGMENT Vl" O.C.
PER MINIMUM 1000 LB HEADER -TO JACK STUD STRAP ON I R602. 0.4
MAX• 130TH SIDES OF OPENING PERTABLE 8602.10.4.1.1
HEIGHT (INSTALLON BACKSIDEAS SHOWN ON SIDE ELEVATION)
10' 00 LB HEADER -
HEADER SHALL BE FASTENED TO THE KING STUD WIT TO,IACKSTUD STRAP
6.160 SINKER NAILS ON BOTH SIDES
NO.OF OF OPENING
JACK STUDS
FOR APANELSPLICE (IF NEEDED), PANEL EDGES SHALL BE I (pERTABLE
BLOCKED AND OCCUR WITHIN 24" OF MID HEIGHT. ONE R502.60M)
ROW OF TYR SHEATHING -TO- FRAMING IS REQUIRED IN EACH
PANEL
WOOD STRUCTURAL PANEL STRENGTH AXIS
j :
MIN, (2) 2x4 TYR THICKNESS MIN.
THICKNESS WOOD
STRUCTURALPANEL
MIN. LENGTH BASED ON 4:1 HEIGHT -TO- LENGTH RATIO: SHEATHING
I I FOR EXAMPLE; 24 "MIN, FOR 8' HEIGHT i,
MIN, 2.5 * I a PLATE WASHER
G'
,
ANCHOR BOLT PER R403.1.6 TYR
For SI: 1 inch= 25.4 mm, I foot = 304.8 mm, I pound force = 4.448 N.
FIGURE R602,10.3.4
METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
j
172 2009 INTERNATIONAL RESIDENTIAL COW