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MAIN FLOOR 1918 Sf
Basement 1918 sf
Gage 354 sf
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DORMERS / GARAGE I BACK
PORCH added on site
F-I<OT LINE
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PAT. & RICK HAMS
700 355 Rd
Parachute Co 81635
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sUTLIEcT TO NOTED
ECEPTIONS & INSPECTTO
GARFIELD COUNTY
NO IN$PKTION WITHOU'
MESE PLANS ON SITE.
page of
Hanson, Richard BLRE-8-10.1711
garage @ 700 CR 355, P'chute
B'Mesa
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fit. Fal
WALL.
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I:UTII 14AF46.EP4...
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RE -ENGINEERED RF TRUSSES
HAVE ENGINEERING FOR INSPECTOR
AT TIME OF FRFME INSPECTION
'MAX 1B
I I
:4';
3• X 11.2SMIN. HEADER
(GUILT-UPSOUD SAWN.
GLUON. ETC)
T TO 16'
MVO w.cs,--r O}
AIM&
FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF
16D SINKERS A'r O.C. TYP.
1000 LB HEADEI STRAP OPPOSITE SHEATHING AS SHOWN
(SEE SECTION M) TYP.
FASTEN SHEAVING TO HEADER WITH 8D COMMON
NAILS IN 3' ORI PATTERN AS SHOWN AND 3.O -C,
IN IIF •MN[(STUDS. AND 311.1S) TYP.
FOR FRAMES OER B. PANEL SPLICE (IF NEEDED) SHALL
OCCUR WITHIN4. OF MID.HEIGHT. BLOCKING IS
REQUIRED. IF 2_ BLOCKING IS USED THEN IT MUST 8E
STITCH NAILED VITH ONE ROW OF 160 SINKERS AT r
O.C,
16'
SEE TYP. CORNR FRAMING DETAIL
1R' DIA ANCHOI BOLT WITH r MIN.
EMBEDMENT 6 2 X r X 3116• PLATE WASHER,
TYP.
@4.125)
FRONT tI V. tJPti
4{
NOT TO SCALE
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SECTION A -A
SHEATHING FILLER
IF NEEDED
16D
SINKERS
2ROWS ill
3.O.C.
1030 11/
H}DER
STRAP
37B'MIut
tHICXNESS
!DOD
STRUCTURAL
PANEL
160HAIL ®24
IN. O.C.
8D NAIL 6 IN.
0.C. IN ALL
PANEL EDGES
NOT PART OF
PORTAL FRAME
FRAMING FOR
GYPSUM WALL
BOARD
(OPTIONAL)
PORTAL FRAME
WALL
SEGMENT TYP.
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Recommended construction details for 11 PA portal frame bracing without hold'downs
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