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W.Al:L CONSTRUCTION
R602.10.3 Braced wall panel construction methods. The
com.:truc tion of braced wall panels shall be in accordance
with one of the following methods:
1. Nominal 1-inch-by-4-inch (25.4 mm by 102 mm)
continuous diagonal braces let in to the top and bot-
tom plates and th e interven ing stud s or approved m e t-
al strap devices in stalled in accordance with the
m anufacturer's specifications. The le t-in bracing
s ha ll be placed at an a ngl e not more than 60 degrees
(1.06 ra d) or less th an 45 degrees (0.79 rad) from th e
horizontal.
2. Wood b oard s of 5/g inch (15.9 mm) n e t minimum
thickness a pplied diagonally o n stud s spaced a maxi-
mum of 24 inches ( 610 mm ). Diagonal boards s hall be
attached to studs in accordance with Table R602.3(1).
3 . Wood struc tural p anel s hea thing w ith a thickness not
less th an 5h6 inch (7.9 mm) for 16-inch ( 406 mm) s tu d
spacing and no t le ss th an 3/g inch (9.5 mm) for 24-inch
(610 mm) s tud spacing. Wood s truc tural pane ls s h all
be installed in accordance with Ta ble R602.3(3).
4. One-half-inch (12.7 mm) o r 25/3z -inc h (19.8 mm)
thick s tructura l fib erboard sheathing app li ed vertical-
ly or horizontally o n studs s paced a maximum of 16
inches (406 mm) on center. Structural fiberboard
s heat hing s hall be in sta ll ed in accordance with Tab le
R602.3 (1).
5. Gypsum board with minimum 1/z -inc h (12.7 mm)
thickness placed on s tuds s paced a maximum of 24
inc hes (610 mm) on cent er and fastened at 7 in c h es
(1 78 mm) on center w ith the s ize nail s specified in
T able R602 .3(1) for s heathing and Table R702.3.5 for
inte ri or gypsum board.
6. P articleboa rd wall s heathin g pa nels in stalled in accor-
d ance with Ta ble R602.3(4)
7. Portland cement plaster on s tuds spaced a maximum
of 1 6 inches ( 406 mm) on ce nter and ins ta ll ed in ac-
cordance with Section R703.6.
8. H a rdboa rd p a nel s iding when installed in accord a nce
with Table R703.4.
Exception : Alternate braced wall panels constructed in
accordance with Secti on R602.10.6 sha ll be pe rmitted to
replace any o f the above methods of braced wall pan e ls.
R602.10.4 Length of braced panels. For Methods 2, 3, 4, 6,
7 and 8 a bove, each braced wall panel s hall be at least 48
inches (1 2 19 mm) in length , covering a minimum of three
stud s p aces where s tud s ar e spaced 16 in c hes (406 mm) o n
center and cove ring a minimum of two stud s paces w here
studs are spaced 24 in c hes(610 mm) o n center. F o r Method 5
above, each braced wall panel s ha ll be at le ast 96 in c hes
(2438 mm) in length w he re appli ed to o ne face of a braced
wall panel a nd at least 48 in ches (1219 mm) w here applied to
both faces.
126
Exceptions:
1. Lengths of braced wall pane ls for continu o us wood
s tru ctura l panel sheath ing shall be in acco rdance
with Section R602.10.5.
2. L ength s of a lternate braced wall pane ls s ha ll be in
accordance w ith Section R602.10.6.
R602.10.5 Continuous structural panel sheathing. When
continuous wood s tru ctural p a nel s heathin g is provid ed in
accord ance with M e thod 3 of R60 2.10.3 o n a ll s heathable I
a re as of a ll exterio r walls, a nd interior braced wall lines,
where requi red, including areas above and below openings,
braced wall pa nel lengths shall be in accord ance w ith Table
R602.10.5. Wood stru c tura l panel s heathing s ha ll be
insta ll ed a t corn ers in accordance with Figu re R602.10.5. I
The bracing amo unts in Table R60 2.10.1 for M ethod 3 s hall
be permitted to be multiplied by a factorof0.9 for wa ll s w ith
a maximum opening height th at do es not excee d 85 percent
of th e wall he ight o r a factorof0 .8 fo r wall s with a maximum
ope ning height that does not exceed 67 p e rcent of the wall
height.
R602.10.6 Alternate braced wall panels. Alternate braced
wall lines constructed in accordance with one of th e follow-
ing provisions s hall be pe rmitted to replace each 4 feet (1219
mm) of braced wall panel as required by Section R602.10.4:
1. In one-story buildings, each pa ne l shall have a le ngth of
no t less than 2 feet, 8 inches (813 mm) a nd a height of
not more than 10 feet (3048 mm). Each panel s hall be
s heath ed on one face w ith 3/g-inc h-minimum-thick-
ness (9.5 mm) wood st ru ctural pa nel sheathing nai led
with 8d common or galva ni zed box na ils in accor-
dance with Tabl e R 602.3(1) a nd bloc ked at a ll wood
structural pane l s heathing edges. Two anchor bolts
installed in acco rd a nce w ith Figure R403.1(1) shall be
provided in each pane l. Anchor bolts s ha ll be placed at
panel quarter points. Each pa ne l end stud s hall have a
tie-d own dev ice fa stened to the foundation, c apa ble of
providing an uplift capacity of at least 1,800 pounds
(816.5 kg). The ti e -down device s hall b e in stall ed in
accordance with the manufacturer's recommenda-
tio ns. The panels s ha ll be s upported directly on a
found a ti o n or on floor fr aming s upport e d directl y on a
foundation w hic h is co ntinuo us acr oss th e e ntire
length of the brace d wall line. This foundation s ha ll be
re inforced with not less than one No.4 b a r top a nd bot-
to m. When the continu o us foundation is require d to
h ave a depth greater th a n 12 inches (305 mm), a mini-
mum 12-inch-by-12-in ch (305 mm by 305 mm) con-
tinuous footing or turned dow n s la b edge is pe rmitted
at do or o pe nings in th e b ra ced wall line. This continu-
o us footing o r turned down s lab e dge shall be re in-
forced w ith no t less th a n one No.4 b ar top and bottom.
This re inforceme nt sha ll be lapped 15 inc hes (381
mm) with th e re info rcement required in the continu-
o us foundation located directl y under the braced wall
li
2 . In th e first s to ry of two -story buildings, each braced
wall panel shall be in accordance wi th Ite m 1 above,
exce pt tha t the wood s truct ura l pa nel s heathing s hall
be provid ed on both faces, s heathing edge nailing I
s p ac ing s hall not exceed fo ur in c hes o n center, at least
three a nc hor bolts shall be placed at one-fifth points,
a nd tie -down device upli ft capacity s h a ll not be less
th an 3 ,000 po unds (13 60.8 kg).
2003 INTERNATIONAL RESIDENTIAL COOE<!l
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IMPROVEMENT LOCAT/0/~v, C'ER.T/FICATE ·
LOT 3} THREE ELK RUN S~UBDIVISION
. . . I
GARFIELD COUNT'( Ct]LlJRADO
•
LEGAL DESCRIPTION
LOT 3. THREE ELK RUN SUBDIVISION
ACCORDING TO THE PLAT THEREOF RECORDED
JANUARY 31, 1995 AS REC. NO. 473965
PROPERTY ADDRESS
0322 ELK RUN ROAD
unun·
PEDESTALS
FOUND REBAR AND CAP
• / L. S. NO. .f350!
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NOT£: THE BASIS OF BEARING FOR THIS SURVEY IS
N23'29'20"E BETWEEN THE THE NORTHEAST CORNER
OF THIS PARCEL AND THE NORTHWEST CORNER OF
PARCEL 5, THREE ELK RUN SUBDIVISION.
ELK RUN ROAD TRANSFORMER ~ . ELEC
A=77.73'
R=70.00'
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.. -. _ LOT <-~----
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'' B=N 55'i' 7'59" E .~ 2ti.= 73.80'
', i;J7'=43. 42 ' . .,. , ,;:. ,, ri"
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DITCH ESMT
Scate: t" = 4lf.··"eet < :.<'
LOT 5
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D£CK
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UNBUILDABLt AREA
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LOT j
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2. 439 AC?.ES
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NOTICE: According to Colorado law you must commence ony legal action based upon
any defect in this ·survey within three y(!ars after you first discover such defect.
In no event may · any octi'an based upon af1y defect in th,:.:; survey be commenced more
than ten years from the dote of certifi"cotion shown hereon.
; •,
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IMPROVEMENT LOCATION r;ERTIFICATE l
I H£R£B( CERTifY THAT THIS IMPROVEMENT LOCATION CERTIFICATE W,1S ~
PREPARED BY SCARROW &-WALKER, INC. FOR SANDRA s . SAGE. THAT IT IS NOT A Il l
LAND SUl?VEY PLAT OR iMPROVEMENT SURVEY PLAT. AND THAT IT IS NOT TO BE
RELIED UPON FOR THE ESTABLISHMENT OF FENCE. BUILDING, OR OTHER !'
FUTURE IMP!?OVEMENT LINES. \
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON . THE ABOVE DESCRIBED PARCEL laJN
THIS DATE. MARCH 29, !999, EXCEPT UTILITY CONNECTIONS ARE ENTIRELY jl
WI THIN TH£ BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO !
ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY \
ADJOINING PREMISES, EXCEPT AS INDICATED. AND THAT THERE IS NO APPARENT ~
£VIDENCE 01? SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID ·
PARCEL, EXCEPT AS NOTED.
THIS IMPROVEMENT LOCATION CERTIFICATE OOES NOT REPRESENT A TITLE SEARCH
B Y SCARROW AND WALKER, INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD
ALL INFORM/-',TION REGARDING. 'OWNERSHIP, EASEMENTS AND OTHER ENCUMBRANCES OF
RECORD WAS OBTAINED FI?Ofi AND SUBJECT TO A TITLE INSURANCE COMMITMENT ~'~~ ....
BY COMMONWEALTH TITL/:: 'obMPANY, OF RIFLE. COLORADO, ORDER NO.
' ',-!-of
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BY~--------~----------------f~~~1s_ DON A. BAGENT
., COLORADO REGISTERED PROFESSIONAL
LAND SURVEYOR #26950
FOR AND ON BEHALF OF SCARROW &-WALKER, INC.
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