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CO
°j JAMES
TIMOTHY
HAGMAN
B-797
APPROVED
SUBrECr TO NOTED
uarnONS a INsnCROIKS
GARVIELD COUNTY
Dainvi
FIELD COPY
PC INSPECTION WITHOUT
TNWSE PLANS ON SITE
page c;
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ARCH 1 T
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TIMOTHY
HAGMAN
B-797
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JAMES
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TIMOTHY
HAGMAN
B-797
C
AL T. VV/1,..L
w S2 FLAN
015 0 18' O.C. EACH WAY
(VERT. BARS MAY BE
81 1 SUBSTITUTED w/ FULL
uHEIGHT DOWELS IF
DOWELS AFE CHANGED TO
II5@18.O.C.) SEC
RAN
FOUNDATION DRAIN ,
IF FEQUIFED BY
SOILS ENGINEER
T. FOOTING
7 SEE RAN
\ - -
ern
FTG SHALL BEAR 3' CLR
ON UNDISTUR3FD
NATURAL SOIL SEE PLAN
Typical Low Foundation Wall
TOP OF WALL
CONDITION VARIES
{ #5 CONT.
TOP & BOTTOM
#4 DOWELSJ24'
I 0 36' 0.C. 6,
Altemate
' Hook Direct ion
- 2- #5 LONGIT.
CONT.
0
,7!4"= 1'-C„
LAP BARS PER
GENERAL NOTES
CORN—ER-BA PS CLEAR
CALLO1Jr AT RETAINING
SOIL SIDE FACE
IF RETAINING LESS THAN
6 FEET OF SOIL, THEN
A SINGLE CORNEA BAR
MAY BE PLACED IN
CENTER OF WALL
•
C111'
– -1 MATCH SIZE & SPACING t--• LAP BAPS PEA
OF HORZONTAL WALL I " GENERAL NOTES
FEINFORC LNG
11/2' CLR FOR 05 BARS
& SMALLER 2" CLR FOR
#6 BAR& LAR'R TW.
CDFNER BARS.
WALL %INF.
-- • (SEE WALL -
SECTIONS) '
•
•
Typical Cotner LSC Intersection Reinforcing
3/4"= 1-O"
4
T. WALL BEYOND
SEE-IiAFi -
T. SLAB
SEE RAN
T. WALL
SEE RAN
FOR FOOTING WALL .`
8 FIENFORQNG
SEE DETAIL 1/96
a_ T. FOOTING
W SEE RAN
SEE
PLAN
7
400i ,
iiiiiv x ---(
Foun�l�ti��I1 Wall �� ��9r90e l�h
C4002
2
SEE GENERAL
NOTES FOR
SLAB & 1E1NF
30'
14 DOWELS
a 18' O.C. 18'
w/ 115 CONT
0 NOSE
`/1"= 11-01
PLYWOOD SHEATHING
SEE GENERAL NOTES
FLOOR JOISTS
SEE PLAN
2x TFEATED SILL
RP TO WALL WIDTH
w/ 1 / 2" a ANCHOR
BOLTS 048" O.C.
-)C X X—
Y
i1r 5C.4•r•r•r•r•r r•: •4-tt•r
Frtrr. ♦.ti.ti.ti.r.r.ti.ti....�.�. yr
Top Concrete Well
T. PLYWOOD
8Ift PLAN
T. SLAB
SEE PLAN IN
T. WALL
SEE PLAN 11
(1.101
3
=I._
2x TREATED SILL
RP TO WALL WIDTH
w/ 1 / 2"e ANCHOR
BOLTS a 48' O.C.
AL T. PLYWOOD
SEE RAN
1. T. WALL
SEE PLAN
.SW -707.3
PLYWOOD SHEATHING
SEE GENERAL NOTES
SEE
PLAN
FoLII1datiol t Walls 0 Joists
1 1;C"= 1'-O"
ROOT' JOISTS
SFE PLAN
_ I TOP FLANGE HANGER
SEE PLAN
JOIST TIG -IT
AGAINST WALL.
MOISTURE PRDTECT
SW -707 3
•.
4'
s
10"
WALL ABOVE
TFEATED
ELATE
c'gNT. RENF.
SEE GENERAL NOTES
3'
an -
SEE
PLAN
2-05
CONTINUOUS
-
Slah Strip Footing At E'earing Wall
3/4"= 11-0"
4'
10'
COL ABOVE
TFEATED
PLATE
CS, r.4.2
JI CONT. RENF.
SEE GENERAL NOTES
i
3'
CIA
SEE
SCHEDULE
E3 la h Earl At Wood Column
1 FEINF. Sa
I SCHEDULE
1411= 1-O"
THIS DETAIL MAY BE
SUBSTITUTED WITH 4'
CMU FROM FOOTING
FOUNDATION WA I
SEE RAN
Ty 'ir I Stone::
71112". 11-01
1' CLEAR
115E SPACERS
AS FEQ'D
1 vit.
1 1/2' N
3' I
3' `4
at T. PIER ►<
5' ABOVE FINISH GRADE or
AT TOP OF SLAB
3- *4DOWESI
x FULL HT. �1
w/ 9 GA. WIRE 6
TIES 010' O.C.
SB. FOOTING
BELOW FROST
DEPTH
tl
C� C
CS -114.7
_ LINE OF STONE
ABOVE
GALVANIZED' CONTINUOUS
L6x6x5/16'
(1/4' GUSSET PLATES 0
2'-0' O.0 WHEJE VENEER
HIGHER THAN 20 FEET)
•Or equivalent below
grade protection
2 1/4'
3/4'e STAINLESS STEEL
EXP. BOLTS 021-0' O.0
• MIN. 4" EMBEDMB'T U.N.O.
( BOLTS a 12' O.C. WHEIE
VENEER HIGHER THAN 12 FEET.
VENEER MAX HEIGHT = 24 FEET)
LOG OCL OR TIMBER
1 1 / 2'
(LR
WOOD
COLUMN
SEE RAN
Steel E'eam CO Column Fearing
2-1/2'ox6' LAGS
INTO TOP PLATES
STt I BEAM
PLAN
11/2"= 1-O"
WOOD
COLUMN
SCE PLAN
2.1/2'0x6' LAGS
I INTO TOP PLATE
Sloped Steel E'eam J in Fearing
11/2"= 11-L"
SA -101
KERF PLATE 1 / 4' x COL WIDTH
MINUS 2' 0 CENTER LINE CCL
2-1/2'oTHRUBOLTS
PLATE 1/4'xCOL AFEAw/
3-1/2' x 6' HD-A.S.
Concrete Fier 0 Footing rad LSC Column Face
10'0
CONC. PIER
I SEE PLAN FOR
FTG & FEINF.
;_',/.1-"= 11-0"
FLANGE WIDTHS 5 3/41" OR LESS
SHEATHING
1 1/2' \
U.N.O.
1-1/4''/// 1 1/4•
FLANGE WIDTHS 6" & GREATER
lT 1187
8d NAIL 06' O.C.
PENETRATE WOOD RATE 1 1 / 2'
9/ 64' a LOW VELOCITY POWDER
DFIVEJ NAILS 0 6' O.C.
(STAGGER SIDE-TO-SIDE)
8d NAIL 04' O.C. (STAGR
PENETRATE WOOD RATE 1 1 / 2'
9/64'e LOW VELOCRYPOWDER
DRIVEN NAILS O4' O.C.
(STAOCEA SIDE-TO-SIDE)
NOTES:
1. WOOD PLATES TO BE DOUG -RR 01 FREE OF TWIST OF WAIF.
RP RATES TO MATCH FLG U.N.O.
2. COORDINATE SHEATHING ATTACHM WT WITH SHEATHING
NOTES.
Typ. Wood 'late - To - Steel Feam Flame Attachment
1
1/2"= 11-0"
Q.4002
10
irceaddehr. /1/-5; g /2
1;1/4"91-
I
I —4 I
STEEL BEAM
SEE RAN
11
ZW7 73
12
Peszrod e_ litsfetio W? a1y�N, I
SiruJ✓ !'�r Spec1,�i&.t-bon OyC Pairs rrl
eptglneer ck lois Id
Pe-ftu24-04-4.0n 141 tether) .
Maggert & Associates , Inc.
STRUCTURAL ENGINEERS
580 Main Street. Suite 3(X)
Carbondale, Colorado 81623-2065
(970) 963-9643
(970) 963-0135 FAX
www.Maggcrtl=ngircer.com
Date
Issue.
re. rn1it Set
DwnByJD`F_��
Darn RY: -. I7.F•F" •,
Ckd By: E.K.M.,
Apprvd:
Project Number
AO Lot E 10
Agisirliaiorgiv
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1