HomeMy WebLinkAboutPlansDIRECTORY
OWNERS
SMALLEY FAMILY REVOCABLE
TRUST U/T/A DATED JULY 8,2004
11 W HAMPTON AV.
MESA AZ 85210
ARCHITECT T. MICHAEL MANCHESTER
1101 VILLAGE ROAD UL1-C
CARBONDALE CO 81623
ph. (970)923-4411
fax. (970) 923-4414
STRUCTURAL
ENGINEER
GENERAL
CONTRACTOR
LANDSCAPE
ARCHITECT
SURVEYOR
SOILS
ENGINEER
KAUP Engineers
Dale Kaup
PO Box 2235
1129 Grand Ave
Glenwood Springs, CO 81602
ph. (970) 945-9613
INDEX
ARCHITECTURAL SHEETS
A1.0 PROJECT INFORMATION
A3.0 1st FLOOR DEMO PLAN
A3.1 BASEMENT DEMO PLAN
A3.2 1st FLOOR PLAN
A3.3 BASEMENT PLAN
A3.4 ROOF PLAN
A4.0 ELEVATIONS
A4.1 ELEVATIONS
A5.0 BUILDING SECTIONS
A5.1 BUIDLING SECTIONS
A6.0 DETAILS
STRUCTURAL SHEETS
SI.1 FOUNDATION PLAN
S2.1 MAIN FLOOR FRAMING PLAN
S2.2 ROOF FRAMING PLAN
S2.3 PORTE COCHERE FRAMING PLAN
S3.1 DETAILS AND GENERAL NOTES
S3.2 DETAILS
ZONING & FAR INFORMATION
PROJECT DESCRIPTION
MAIN HOUSE REMODEL (CONTINUATION OF PERMIT # I III:
LEGAL DESCRIPTION:
Parcel Number 2391-183-00-039
Section:18 Township:7 Range:87 TR IN LOT 7& NWSE
GARFIELD COUNTY, COLORADO
FLOOR AREA CALCULATIONS:
LOT:
EXIST. FLOOR AREA:
+BEDROOM ADDITION
+ENTRY CLOSET
- REDUCED HALL
- STAIRWELL
TOTAL
EXISTING GARAGE
+ADDITIONS
TOTAL
SF
3277 SF
156
34.5
69
59
3339.5 SF
743 SF
504 SF
1247 SF
BASEMENT NO CHANGE
®-
43
O
O
n
e
v
000 ®
II I I
I ORIGINAL
743 sq It
44sµ
63 sq ft
RI GIN AL
IRST FLOCK
277 54 4
p / -
156 sok
FAR DIAGRAM
1/16" = 1'-0"
fl
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APPROVED
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
DIiiLDI�iG� I3%PA 11NT
Date/!i/#2Vc2 B}
F .LD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
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All designs, idem, arrmge nests aid
plms hdfcuted by these drawings ad
specifications are the property and
copyright of the Architect and shill
neither be used an my other work nor
be used by my other person for any
use whatsoever without wirtten
permission. Written d'rnesions shill
take precedence over scaled
cimensims and shag be verified at the
job site. My knensioral disaepmcy
shill be brought to the attention of
the Architect prior to commencement
of wait
Smalley Ranch
LOT # 7 7209 County Road #100
Garfield County Colorado
OIIUVVIIICIJJ I VAI I
12/06/2010
INDEX
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N
N 90°00'00" E 1029.61
All designs, ideas, arrangements and
plans indicated by these drawings and
specifications are the property and
copyright of the Architect and shall
neither be used on any other work nor
be used by any other person for any
use whatsoever without wirtten
permission. Written dimesions shall
take precedence over scaled
dimensions and shall be verified at the
job site. Any dimensional discrepancy
shall be brought to the attention of
the Architect prior to commencement
of work.
Smalley Ranch
LOT # 7 7209 County Road #100
Garfield County Colorado
�71IVVVIIIQJJ 7G01I
12/06110
Site Plan
A 2.0
rale
r
T.O. SLAB @ NEW DOOR
ELEV. 981- 11 112"
A5.1
5
A5.1
A5.0
,fr)
GARAGE
.1
n
U
i`s
9
I ENTRY HALL
100
do
MUD ROOM
ELEV. 98'- 10"
112
r
T.O. PWD.
ELEV. 100'-0"
"'SFE
• ELEV. 91'-6" @ B.O. STAI
KITCHEN
111
a, T.O. PWD.
Y ELEV. 100'- "
p
7
i
i
la
105
LIVING ROC
101
BAT. ROOM 1
1061
AiwaZoe 44:
aaiiaaaaiasaaaiaaaj
LAUNDRY
F
SUMP PUMP VAULT
1
DINING ROOM
1
0
FFE
ELEV. 94'-5 1
•
5-fP-uch(r4:i . evattinfreid
ateWto Cuq ► ier 5-4nsiroi
IP k + ad.,rrssed oyc yl.,pcs.
MASTER
EDROOM
MASTER BATH
.rsre®.e •.._ ......Inl•._. .
FFE
EL
98'-10'
0
L
EXISTING WALLS TO BE REMOVED
EXISTING WALLS TO REMAIN
NEW WALLS
FIRST FLOOR DEMO PLAN
A\ 3.0 / 1/4" = 1'-0"
9
All designs, ideas, arrangements and
plans indicated by these drawings and
specifications ore the property and
copyright of the Architect and shall
neither be used on any other work nor
be used by any other person for any
use whatsoever without wirtten
permission. Written dimesions shall
take precedence over scaled
dimensions and shall be verified at the
job site. Any dimensional discrepancy
shall be brought to the attention of
the Architect prior to commencement
of work.
Smalley Ranch
LOT # 7 7209 County Road #100
Garfield County Colorado
4 ? %/071 CJI IVVVI I IQJJ
P.O. BOX 6573 I 25 LOWER WOODBRIDGE RC
SNOWMASS VILLAGE, CO 81615
ARCHITECTURE I INTERIORS
12/06/10
1st FLOOR DEMO
A 3.0
N
L
ELEV. 98'- 11 112"
WALL
O. FOOTING
ELEV. 95-10 314"
T.O. WALL
EV. 99'- 4 314"
FOOTINb STEP
O. WALL
EV. 98'-10 314"
O. FOOTING
LEV. 91'-10 3/4"
MECH ROOM
001
ELEV. 98% 10"
T.O. WALL
ELEV. 99'-4 3/4"
T.O. FOOTING
ELEV. 88',10 314"
T.O. WALL
ELEV. 98'-10 314'
T.O. FOOTING r
ELEV. 88'-10 3/4"
7//////////////1.@9.9.(//n
T.O. WALL
ELEV. 98'-10 3/4"
T.O. FOOTING
ELEV. 88'-10 3/4"
T.O. WALL
ELEV. 95'-103/4"
f
tFE
ELEV. 91'-6" @ B.O. STAIR
A
n
A
a
DEN
1 003 1
BATHROOM
004
1 T.O. FOOTING
1" a ::'- r
T.O. SLAB
ELEV. 91'-6 3/4"
a
ELEV. 91'-4" @ B.O. ST ' IR
/
FOOTING DRAIN TY
FOOTING STEP
BEDROOM
006
BEDROOM 6:
005
FFE
ELEV, 94'-5 1
T.O. FOOTING
ELEV. 90'-10 3/4
T.O. WALL
ELEV. 98'-10 3/4"
0
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ELE 98'-10"
N
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EXISTING WALLS TO BE REMOVED
EXISTING WALLS TO REMAIN
NEW WALLS
1-1Th BASEMENT DEMO PLAN
\!.,‘21,1" 1/4" = 1'-0"
All designs, ideas, arrangements and
plans indicated by these drawings and
specifications are the property and
copyright of the Architect and shall
neither be used on any other work nor
be used by any other person for any
use whatsoever without wirtten
permission. Written dimesions shall
take precedence over scaled
dimensions and shall be verified at the
job site. Any dimensional discrepancy
shall be brought to the attention of
the Architect prior to commencement
of work.
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12/06/10
Basement Demo Plan
A 3. 1
N
N
N
N
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1
T.O. SLAB @ NEW DOOR
Et/. 98'- 11 1/2"
104
4 -
ALL
FFE
smme lray% \>
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EV.98'-Ait
A,
98'- 3 1 "
PLANTER
PLANTER
do
FFE
ELEV, 911-6" @ BC.
STAIR
0
0
MUD ROOM
112
KITCHEN
_4_ FFE
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2
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N
SUMP PUMP V*IL,T
111
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Tr ELEV. 1001-0
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ENTRY HALL
100
T,O. PWD.
vr ELEV. 100,-0"
DININL ROOM
9 z T 113
3
A5.1
PLANTER
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7
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rHROOM
109
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107
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MASTE
BATH
10
MASTER BR
103
)3.5-
209
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FIRST FLOOR PLAN
1/4" = 1'-0"
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All designs, ideas, arrangements and
plans indicated by these drawings and
specifications are the property and
copyright of the Architect and shdl
neither be used on any other work nor
be used by any other person for any
use whatsoever without wirtten
permission. Written dimesions shall
take precedence over scaled
dimensions and shall be verified ot the
job site. Any dimensional discrepancy
shall be brought to the attention of
the Architect prior to commencement
of work.
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12/06/10
1st FLOOR PLAN
A3.3
L.
T.O. SLAB @ NEW DOOR
ELEV. 98'- 11 1/2"
TO WALL
ELEV. 98= 3 1/2"
0. WALL
FOOTIF4G STEP
EV. 98'-10 3/4
0. FOOTING
T.O. WALL
ELEV. 99'-4 3/4"
T.O. FOOTING
ELEV. 88=i0 3/4"
T.O. WALL
• ELEV. 98'-10 3/4"
T.O. FOOTING
ELEV. 88'-10 3/4"
T.O. WALL
• ELEV. 95'-10 3/4"
EV. 91'-10 3/4"
FFE
ELEV. 98'- 10
12
O
T.O. WALL
ELEV. 98'-10 3/4
T.O. FOOTING
414144
ELEV. 88'-10314"
41 /4E
ELEV. 91.-6" @ B.O. STAIR
O
O
T.O. WALL
• ELEV. 95'-10 3/4"
A, T.O. FOOTING
• ELEV. 88'-10 3/4"
4-T.O. FOOTING
ELEV. 8B'-10 3/4"
-PPE
• ELEV. 91'-4" • B.O. ST + IR
MECH ROOM
001
DEN
003
T.O. SLAB
sf ELEV. 91'-6 3/4"
4,41
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BATHROOM
C04
N
FOOTING DRAIN TYR.
FOOTING STEP
2
U
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j, T.O. FOOTING
Y ELEV. 90'-10 3/4"
ob T.O. WALL
▪ ELEV. 98'-10 3/4"
BEnROOM
BEDROOM
006
005
•II
O
1
A3.1/
BASEMENT -DC -Me PLAN
1/4" = 1'-0"
r
All designs, ideas, arrangements and
plans indicated by these drawings and
specifications are the property and
copyright of the Architect and shall
neither be used on any other work nor
be used by any other person for any
use whatsoever without wirtten
permission. Written dimesions shall
take precedence over scaled
dimensions and shall be verified at the
job site. Any dimensional discrepancy
shall be brought to the attention of
the Architect prior to commencement
of work.
Smalley Ranch
LOT # 7 7209 County Road #100
Garfield County Colorado
`7I !WV! I IQCrA1 l
12/06/10
Basement Plan
A 3.4
4
..........................
P2
12
4
12
4 :Gf
12
4
A3.4
ROOF PLAN
1/4" = 1'-0"
.\\C"i kmil. \t'S‘tl;I::"::. c••:::t.C., \\`‘ ,.:\b'.. N '‘.".
\'
AIV designs, ideas, arrangements and
pions indicated by these drawings and
specifications are the property and
copyright of the Architect and shall
neither be used on any other work nor
be used by any other person for any
use whatsoever without wirtten
permission. Written dimesions shall
take precedence over scaled
dimensions and shall be verified at the
job site. Any dimensional discrepancy
shall be brought to the attention of
the Architect prior to commencement
of work.
01 IVVVI l IACra1 UV! 1U
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El
T.O. PLATE oik
ELEV. 1081-1" 11-/
T.O. PWD.
ELEV. 100'-0"
\‘‘,A5.1
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▪ . .
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_ _ — — .....
SOUTH ELEVATION
114" =1'-
/2--5 (A) t. /4. d0t/11
T.O. PLATE
ELEV. 108'-1"
T.O. PWD.
`fr ELEV. 100'-0"
T.O. CONC.
• ELEV. 991-3/4"
(-7L 35.
• • ..:. • : \ ''''''; 1 R. 'E.' ' • "; R
. .3/4-,.••••N't ........?•....i T........v., •....r....:.
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.?... - * ..."'''''•
. • , . . ,:
..............
ELEV. 99'-3/4"
NORTH ELEVATION
1/4" =
All designs, ideas, arrangements and
plans indicated by these drawings and
specifications ore the property and
copyright of the Architect and shall
neither be used on any other work nor
be used by any other person for any
use whatsoever without wirtten
permission. Written dimesions shall
take precedence aver scaled
dimensions and shall be verified at the
job site. Any dimensional discrepancy
shall be brought to the attention of
the Architect prior to commencement
of work.
Smalley Ranch
LOT # 7 7209 County Road #100
Garfield County Colorado
%ail ILIVVI I IC1 V.iiil I
12/06/2010
Elevations
A4 • 0
T.O. SLAB @ GARAGE DOOR Addi
ELEV. 98'- 11 1/2"
L
....................
r
L
A5.0
J
I
I
J
3
E4.1
WEST ELEVATION
1/4" = 1'-0"
1
4
EAST ELEVATION
A4.1 114" =
All designs, ideas, arrangements and
plans indicated by these drawings and
specifications are the property and
copyright of the Architect and shall
neither be used on any other work nor
be used by any other person for any
use whatsoever without wirtten
permission. Written dimesions shall
take precedence over scaled
dimensions and shall be verified at the
job site. Any dimensional discrepancy
shall be brought to the attention of
the Architect prior to commencement
of work.
i
I
Smalley Ranch
LOT # 7 7209 County Road #100
Garfield County Colorado
01IVVVIIIQCiAII
12/06/10
Elevations
A4 . 1
T.O. B:AM
ELEV. 112'-0 3/4"
FFE
ELEV. 98'-6 3/4
• T.O. BEAM
• ELEV. 114'-10 3/4"
Abik T.O. BEAM
• ELEV. 112'-11 1/2"
T.O. PLATE
• ELEV. 112'-5 1/4"
dip T.O. PLATE
ELEV. 108'-1"
T.O. PWD.
ELEV. 100'-0"
T.O. CONC. Atik
ELEV. 99'-3/4" 1-1
A6.0
r
D
NINb ROOM
T.C. BEAM
ELEV. 116'-3 1/4"
LIVING ROOM
POWDER
LAUNDRY
DOG PEN
DEN
Lf), SLAB
- S EL -E. -94 3/4"
1
0 0 0 0000
1
BATHROOM
00
▪ .44
•
1
r— --I
L____J
A5.0
SECTION 1
1/4" = 1'-0"
•
r—
J
5
A5.1
r
l
L
r -i
L__
• T.O. BEAM
ELEV. 112'-4"
*T.O. PLATE
ELEV. 108'-1"
r— --1
• T.O. PWD.
ELEV. 100'-0"
• T.O. CONC.
ELEV. 99'-3/4"
,... ...a... ....
,
r�rn
r
2
SECTION 2
A5.0
1/4" = 1'-0"
All designs, ideas, arrangements and
plans indicated by these drawings and
specifications are the property and
copyright of the Architect and shall
neither be used on any other work nor
be used by any other person for any
use whatsoever without wirtten
permission. Written dimesions shall
take precedence over scaled
dimensions and shall be verified at the
job site. Any dimensional discrepancy
shall be brought to the attention of
the Architect prior to commencement
of work.
Smalley Ranch
LOT # 7 7209 County Road #100
Garfield County Colorado
X71 !LP/VI I IQJJ -NACU I
12/06/10
Sections
A5 . 0
T.O. BEAM ak
ELEV. 113'-5"
T.O. PLATE di
ELEV. 107'-4 1/2"
T.O. PLYWOOD
ELEV. 100'-0"
T.O. WALLS Cad GARAGE
F
ELEV. 99'- 4 3/4"
T.O. SLAB @ GARAGE DOOR clit
ELEV. 98'- 11 1/2"
L
J T.O. WALL
P £LP/. 08' 10 3/1"
L I
T.O. WALL
ELEV. 95'- 10
r
SUMP PUMP
T.O. WALL
ELEV. 98'- 10 3/4'
VAULT
Alb T.O. PLATE
ELEV. 108'-1"
T.O. PWD.
ELEV. 100'-0"
T.O. CONC.
ELEV. 99'- 0 3/4"
4-N\ SECTION 4
E5.1 J 1/4"=1-0"
T.O. FOOTING
ELEV. 88' -10 3/4"
A5.0
r
i
L
J
3
T.O. FOOTING
SECTION 3
ELEV. 90'- 10 3/4"
A5.1
1/4" = 1'-0"
All designs, ideas, arrangements and
plans indicated by these drawings and
specifications are the property and
copyright of the Architect and shall
neither be used on any other work nor
be used by any other person for any
use whatsoever without whiten
permission. Written dimesions shall
take precedence over scaled
dimensions and shall be verified at the
job site. Any dimensional discrepancy
shall be brought to the attention of
the Architect prior to commencement
of work.
Smalley Ranch
LOT # 7 7209 County Road #100
Garfield County Colorado
JI IVVVIIIQJJ 7G01I
12/06/10
Sections
A 5. 1
-02$ iH5V/hv7?/2r/ at ;etc
9c Ni-W/7.e2-'1/ .
!T.Q. BEAM
ELEV. 114'-10 3/4"
T.O. BEAM
ELEV. 112'-11 1/2"
PREFAB METAL ROOF
ICE & WATER SHIELD
7116° OSB SI -EATING
R-38 SPRAY IN FOAM
4T.O. PLATE INSULATION
I—ELEV. 112'-5 1/4"LA HI
2X FASCIA
SIDING TBD
7/16" OSB SHEATING
2x6 FRAMING W! R-49' -20
FIBERGLASS INSULATION
518 " GYPSUM WALL BOARD
VAPOR BARRIER
EXISTING LOWER ROOF
T.O. PLATE
ELEV. 108'-1"
NEW OR EXISTING SLAB ON
GRADE ON 4" GRAVEL
T.O. PWD.
ELEV. 100'-O"
EXIST. 2x12 JOISTS
dip T.O. CONC.
ELEV. 99'-3/4"
EXIST. FOUNDATION WALLS
EXIST. FOOTINGS
7g/ -f;
110) (109
WALL SECTION
1/2" = 1'-0"
All designs, ideas, arrangements and
plans indicated by these drawings and
specifications are the property and
copyright of the Architect and shall
neither be used on any other work nor
be used by any other person for any
use whatsoever without wirtten
permission. Written dimesions shall
take precedence over scded
dimensions and shall be verified at the
job site. Any dimensional discrepancy
shall be brought to the attention of
the Architect prior to commencement
of work.
Smalley Ranch
7209 County Road #100
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CJI IVVVIIIQJJ -1C✓QI I
12/06/10
Details
A 6.O
TF q5' -IO 3/4"
48'- 1/2"
Cl
8
3/4"
GONG WALL TYF
2'-0
GONG FTG TYF UNO
3,
103 1•—•--
e
TP r q4'-4 3/4"
TF:511'-I0 3/4
5 JFT
I
mmIrto4
uu,
TN 1021-4" r
L —
T CONG g9LQ"
TF 911-10 3/4"
T W 48'-10 3/4'
TF 91'-10 3/
STEP
FTG
T GONG =
48'-8" (F
TW 418I -XX" /
ff TF SS' -IP 3/4"
TW 44'-4 3/4"
Ti'•
88' -IO 3/
•
/
161-0"
TW 4q'-4 3/4'
TF 45'-10 3/4"
2(1,2
4" GONG SLAB W/ 44 • 18'OC En
ON COMPACTED GRANULAR BASE
CONTROL JOINTS • 10'-0" OG MAX.
NOTE:SEE ARCHITECTURAL
FOR. SLAB SLOPES, DRAINS,
I ADDITIONAL INFORMATION
T GONG
4153L11 1/2"
8-17•3 172"
TF 'C' -IO 3/4"
Ut
A
r--�-1--
TW 94'-4 3/4"
TF 88'-10 3/4'
3'-4"
-.-.i-.- - -
201
10
I2'-3
TW 98' -IO 3/4"
TF 88'-10 3/4"
•
•
•
•
•
•
—.—.—.—.—•— —.—.—. —1
+«5X24"DWL5Al2"O.G. FULL HEIGHT
OMEN TO EXISTING WALL. DRILL 4
EPDXY GROUT 6" INTO EXISTING
WALL. TYP AS SHOWN
NOTE: SAINGUT TOP OF EX T'G
GONG WALL TO 12" (MIN) SLOW
NEW GONG SLAB AS REQUIRED 'VIF)
NOTE: FIELD VERIFY EXTENT
OF EXIST'S SLAB TO BE
REMOVED. (VIF)
NOTE: SAWGUT TOP OF EXIST'S
GONG WALL TO 12" (MIN) BELOW
NEN GONG SLAB AS REQUIRED (VIP)
+%
a
L
205
L
T GMU 42'-O 1/2"
TF q5' -b"
TTN IOI'-I"
0
TTN 48'-S"
——.
Tr 451-6"
NOTE: SANGUT TOP OF EXIST'S
NEIN GONG SLAB INS-RE,QUIRED. (VAL,
b -G
TIN !DILI"
13.0"
4" GONG SLAB IN/ *4 • IS"OG E.W.
ON COMPACTED GRANULAR BASE
CONTROL JOINTS • 101-0" OC. MAX.
NOTE:SEE ARCHITECTURAL
FOR SLAB SLOPES, DRAINS,
4 ADDITIONAL INFORMATION
T CONG g
q8' -II I/28
_._._.`�
HATCH INDICATES ZONE
EXPECTED
UNDERPINNING, (VIF)
TW 48'-10 3/4"
TF 88'-10 3/4"
0
109 )—•—•— —STET'
C
m
9-
V
FTG
— —•—I•—
TW 48'-10j3/4"
n
0
In
rn
0
TF 40'-103/4'
1
\\\
••
•
•
\\
•\
\
TW 20'-xx"
7F 88'-10 3/4"
T GONG =
41'-4" (7?)
Ti' 88' -IO 3/4"
TN 45'-10 3/4"
Ti' 88'-10 3/4'�
+.—.TW1O-XX—.—.—._
L TF 88'-10 3/4'
r — — ,TW� -Kx"
r TF 88'-10 3/4"
I TW 45'-10 5/4°
�TF q0'-10 3/4"
alip T GONG =
144'-S 1/2" (7?)
TW 44'-xx"
\ TF 40'-10 3/4'
♦\
•
/.
v.
SAN GUT EXISTING,
OUNDATION WALL
0 NEW DOOR — — —
1._
T EXIST'S GONG = F
+8 41'-b 3/4"
SIM
INFILL EXISTINS
OUNDATION WALL
OPENING (VIF)
L.
OMEN TO EXISTING NALL DRILL 4
EPDXY GROUT 6" INTO EXISTING
NALL. TYP AS SHOWN
SAN cyr EXISTING' se
FOUNDATION WALL +\°
SL FES
•
•
•
•
•
•
•
•
•
•
Tr 451-6"
NOTE:CONTRACTOR 40 FIELD VERIFY ALL
EXISTING CONDMONS DIMENSION5 PRIOR TO
CONSTRUCTION. ALL COINEDITIONS SHOFIN ARE
ASSUMED AND ARE TIO DE FIELD VERIFIED
CONTRACTOR TO PROVIDE ALS TEMPORARY
SHORING 4 BRACING* AS REWIRED
NOTE: THE DRANINGS INDICATE THE FINAL
CONDITION OF The STRUCTURE. THE
CONTRACTOR 15 RESPONSIBLE FOR
Tt-mrocistre SHORING, AND BRACING, DURING
MOVING AND c-oNsTRoc-noN. SEE GENERAL
NOTE -S FOR ADDITIONAL INFORMATION.
Li
PAD FOCI -NG SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
Tr 4514,"
POUR FOOTIN&S
WALLS FOR BBO. SEE
ARCH FOR ADDHL
INFO.
NOTE: FIELD VERIFY
• SLIDER DOOR BASE. I
CRAWL
SPACE
TIN 1141-0"
SAW CUT EXISTING
FOUNDATION NALL 11c4.
0
SECTION OF EXISTINS
FOUNDATION WALL
VEEN WINDOWS
TO REMAIN. DO NOT
OVERGUT CORNERS.
0
TF 401-10 5/4r
9
NEN 10" TIIIICK
FIREPLACE
NALLS FOR BBC. SEE
ARCH FOR ADDNL
INFO.
co
CRAWL
SPACE
V
NOTE% TOR TO FIELD VERIFY ALL
EXISTING ITION5 4 DIMENSIONS PRIOR TO
CONSTRUCTION. ALL CONDITIONS SHONN ARE
ASSUMED AND ARE TO BE FIELD VERIFIED.
CONTRACTOR TO PROVIDE ALL TEMPORARY
SIORIN4 I BRACING As REQUIRED
NOTE: THE bRAWINS5 INDICATE THE FINAL
coowrirmo OF THE STRUCTURE. THE
TOR IS RESPONSIBLE FOR
TEMPORARY' SHORING ANT> BRACING DURING
MOVING ANTI, CONSTRUCTION. SEE seeRAL.
NOTES FOR ADDITIONAL INFORMATION,
NOTE: STONE AT PIERS I
TO BE 6" FULL STONE
TYP U.N.O. STONE BETMEN
PIERS 4 0 HALLS TO BE
LIGHT INEIGHT ADHERED STONE.
CRAAL
SPACE
TN 1021-4"
14
FOUNDATION PLAN NOTES:
0 TN -TOP or CONCRETE WALL ELEV
2) TF CW CONCRETE FOOTING, El..EV
• TL '-TOP OF CONCRETE LEDGE ELEV
4) STEP TOP OF /NALL
STEP
STEP CONCRETE FT/S
6 ) 7/7/7 STEP OF CONCRETE
OR PLYWOOD SURFACE
BUILDIN6 ELEVATION
.0 lc. cio__:_k/0/00107A
• PAD FOOTING SYMBOL
• [XXXLXXIII SEAM ELEVATION
10) • COLUMN FROM ABOVE
2-2X6 LINO COLUMN
SIZED AT LOWEST LEVEL
4 CONL515TANT FOR EACH
LEVEL vase CHANGED BY NOTE
11) OVERFRAMINS
12) ALL CONCRETE HALLS 8° THICK UNO
13) VENT CRAWL SPACE PER IRC
PROVIDE BLOCKOUTS IN FOUNDATION
WALL A5 REQUIRED SEE SENERAL
NOTES FOR REINFORCEMENT
14) DO NOT SCALE DRAININ65 CONTACT
ARCHITECT OR ENGINEER FOR
DISCREPANCIES OR MISSING DIMENSIONS
43
•
CRAWL
SPACE
9
41L10 I/2"
-4-
105
NOTE, ALL HEAVY TIT.ER
BEAMS TO BE ocos-rn
LARGH401 TYPICAL UNO
NOTE. ALL cONNEcToRS IN CONTACT
W/PRESSUFtE TREATED IMOOD TO BE
STAINLESS STEEL. ZMAX OR HOG
PRODUCTS MAY EIE SASSTINTED IF THE
OF THE PRESSURE TREATED YOOD
SUPPLIER
INOTE: ALL DIMENSIONS TO Be VERIFIED
Al ARCH PRIOR TO CONSTRUCTION
NOTE: BUILDING ELEVATION 1001-0"
SITE ELEVATION SEE ARCH
NOTE: SEE ARCH FOR DIMENSIONS AND
ELEVATIONS, NOT IN.DICATEP
- TN IO2L4"
107
APPROVED
SUBJECT TO NOTED
GARFIELD COUNTY
Bv
NO INSPECTION WITHOrt
THESE PLANS ON sm:
Vage of
e1/4" = 11-01'
FOUNDAT I ON FLAN
tr 12t
111
SI
(31
1: Crs
.Y
EU 12
0
DATEg ISSUE/REV:
PERMIT
PROGRESS
PERMIT REVISIONS
PRICING SET
PROGRESS
REVISIONS
JOB to: 10045
FOUNDATION
PLAN
51.1
-1Es
3/411
12
20'-0"
■
ID
7
6
5
4
3
-
12 C'
4 EXIST'S. T GONG =
48' -II 1/2" +/- (VIF)
th EXISTS T PLY =
1001 -on +/- (VIP)
EXIST'S 2 x 10
el6°OG NIF)
_ -.__ _._._._._._.
NOTE: MSTG20 STRAP 0 /
EACH END OF 5 5/4 ML
TO TOP PLATES. (VIF)
NOTE: STONE ABOVE WINDOWS
TO SE LIGHT WEIGHT ADHERED
STONE TYP U.N.O.
2
3
4
5
•
—r
N
ni IEXIST'62x1
m 16"OC NIF)
SII �
X
X�
W
12
8'-8
1
205
5 5'
206
I0'-;'
207
SEXISTS T GONG =
• 941-6" +/- NIF)
NOTE: GUT (2) 2x10
FLUSH TO ML'S 4 NAIL
W/ (6) Ibd NAILS 4
L590 EA END. NIP)
50/10
(3 4 1/4 ML
((� ML
n r-. o
PLY
/- NIF) P11 3/4"¢� EPDXY BOLTS a 16'j O.G.
STA66BRED ISOLATE FROM.GONG
'WALL IIV/ SI'NETHENE MEMBRANE.
•
NEN 2x10
016"OG (VIP)
■
NENTPLY! =
100'-O" +/- NIP)
H
�I fl
I 4 1/2 ML x GOVT LEDGER
.0"
W-0"
NOTE:GONTRAGTOR TO FIELD VERIFY ALL
EXISTING CONDITIONS 4 DIMENSIONS PRIOR TO
CONSTRUCTION. ALL CONDITIONS SHOWN ARE
ASSUMED AND ARE TO BE FIELD VERIFIED.
CONTRACTOR TO PROVIDE ALL TEMPORARY
SHORING 4 BRACING AS REQUIRED
NOTE: THE DRAWING' INDICATE THE FINAL
CONDITION OF THE STRUCTURE. THE
CONTRACTOR IS RESPONSIBLE FOR
TEMPORARY SHORING AND BRACING DURING
MOVING AND CONSTRUCTION SEE GENERAL
NOTES FOR ADDITIONAL INFORMATION.
•
NOTE: FIELD VERIFY -
FND d FRAMING REOUIIREMENTS
® SLIDER DOOR SASE; COORDINATE
W/ ARCHITECT PRIOR TIO CONSTRUCTION.
-r
NEW 2x
016"00 N
YV/ LUS210
TE: ATTACH 9 1/4 MIL TO
ST'S (2) 2x1W/ PLf00
IVE 4 (22 ROWS OF
ILS 0 4" P.C. TYP NIF)
a
f
t
is
016"OG
I. I.
u;§. NOTE: NEW 8" GMJ WALLS
OW FIREPLACfE STONE \0
I WALLS ABOVE. NIF)
1ST'S - A' 4XIST'* BEAM
(IF) (VIF)
IBJ
E'er• -d- '(2T2x1
—
(I) 9 1/4 ML
EXIST'S 2 x 10
1
•
EXIST'S 2 x 10
0161OG (VIF)
NOTE: CONNECT (S) PLY ML
HEADERS IN/ 5D525600 SCREWS
I 0 16" O.G. STAGGERED EACH SIDE
x
016"OG (VIF)
\0
0
T
•♦
EXISTS 2 x 10
44160G (VIF)
Si EXIST'S T PLY =
100'-O' +/- (VIF)
Cry)
NOTE: MSTC25 STRAP 0
EACH END OF 5 3/4 ML
TO TOP PLATES. (VIF)
---- - .f
+1'
r
a 11
6f
Oib
(R`
0
NOTE: L5x5x4 twit. EP XY BOLTS 0 16"OI
INTO SPROUTED CELL 0 ST16"0.cONE VENEER ON SIDES
OF FIREPLACE. 1EE ARCfH. (VIF) I
4 1/2 ML x CCdNT LEDGER
W/ 5/4Ni, EPDXY BBpLTS0' 16° O.G.
STAGGERED. ISOL,pTE FROM GONG
WALL W/ SITUETHENE MEMBRANE.
TYP EACH SIDE 47F FIREtLAGE.
- - -
-a -
204
1
><
0
x
lb 8
N
I-
Xi
ul
EXISTS BEAM_K ST EXISTS SEAM EXISs BEAM
/I(VIF) — w NIF) — (VIF)
O
x
N
N
W
T
0
AL EXISTS T PLY =
100'-0" +/- NIP)
•
•
P
•
•r
208
EXIST'6 T PLY =
100'-O" +/- NIF)
EXIST'S 2 x 10
016"OG NIF)
NEWT PLY =
100'-0" +/- (VIF)
•
U
EXISTS T PLY =
100'-0" +/- (VIF)
f
•
•
—/L
• _ a_
-U—
•
EXIST'S 2 x 10
016"OG NIP)
HI
FLOOR PLAN NOTES:
I) ■ COL BELOW OR
GOL ABOVE AND SELO1N
2) ❑
3) C
GOL ABOVE
JOIST HANGER
4) JOIST HEARING
5) 4T GONG = BUILDING ELEVATION
100'-0"
b) ///// STEP OF CONCRETE
OR PLYWOOD SURFACE
//////
T) [XXX' -XX") BEAM ELEVATION
I) —•
10) �}
II) T PLATE=
/ 110'-0"
OVERFRAMING
DISCONTINUOUS BEAM
CONTINUOUS BEAM
TOP OF 2X PLATE
12) ALL SUBFLOORS TO BE 3/4"T46
PLYWOOD GLUE -NAILED TYP UMO SEE
GENERAL NOTES FOR NAILING
13) ALL COLUMNS (2)-2X6 TYP UNO
14) ALL HEADERS (2)-2X10 iYP UNO
15) DO NOT SCALE DRAWINGS CONTACT
ARCHITECT OR ENSINEER FOR
DISCREPANCIES OR. MISSING DIMENSIONS
109
NOTE: ALL HEAVY TIMBER
SEAMS TO BE DOUG -FIR
LARGH*I TYPICAL UNO
CMAIN FLOOR FRAM I NS PLAN
a 1/4" c 1'-0"
DATE:
ISSUE/REV:
PERMIT
PR06RESS
PROSRESS
PERMIT REVISIONS
PRICING ELT
PROGRESS
REVISIONS
JOB N: 10045
SCALE": 1/4" = 1'-0"
MAIN FLOOR
FRAMING PLAN
52.1
Inn
5
CIC
20 0'
Cl
x
N
V
O
N
x
O
,2,,01
202
NEIN 2 x 12 x CONT
LEDGER
en
206
207
208
/
1
-.�
U
5 I/8 X II 1/2 6L
N
x q
N
•
(2)
cl 1/2 ML
L
5 I/8 X II 1/2 64.
/ Jo6jr/-7
°ST
I.
NOTE: EXIST'S LOFT
FRAMING BELO
(VIF) SEE ARCH ++
DVAMIN6
5 I/8
NBA 2x 12
•Ib"O.G.
NOTE: MSTG28 STRAP 0
END OF 6 5/4 Si_
TO TOP PLATES. (VIP)
X
5 IM X 15 1/2 6L
NEW (2)2x5%
•24"O.C.
1/2" PLYWOOD
SHEAR WALL
EXIST'S 2x12
•Ib"OC (VIP) •
WOOD
WALL
NOTE: NEW 6 i" 16L BEAM TO CONTINUOUS
FROM GRIP 105 TO GRID IO'/_ ADD
(2) MSTC28 SAPS ON TOP OF BEAM
IF BEAM IS SPLICED. OAF)
a❑d� b '0.0. 2 X-12
■ 1 a.
a
I
lit.;
NOTE:CONTRACTOR TO FIELD VERIFY ALL
EXISTING CONDITIONS t DIMENSIONS PRIOR TO
CONSTRUCTION. ALL CONDITIONS SHOWN ARE
ASSUMED AND ARE TO BE Pao VERIFIED.
CONTRACTOR TO PROVIDE ALL TEMPORARY
SHORING t BRACING. AS REQUIRED
NOTE, THE DRAWINGS INDICATE THE FINAL
CONDITION OF THE STRUCTURE. TIC
CONTRACTOR IS RESPONSIBLE FOR
TEMPORARY SHORING AND BRACING. DURING
MOVING AND CONSTRUCTION. SEE GENERAL
NOTES FOR ADDITIONAL INFORMATION.
(2) 4 1/2 ML
NEIN 2 x 12
7
F-
IN x 401
X lb SL
1)
5 I/8 IK 18 SL
•
X
a+ 4eU
n
1
x
129 i
I2t1:1
xYU1
EXIST'G 2 x 12
®i617 RFT
r
EXIST'S 2 x 12
--•
•I6"OG NIP)
ry
Im ,p4
oL y� �9
5 I/8 X 18 SL
/
(2) 9 I/2 } .
MLS.
(E)5I/8X161/26L1
5 I/8 X 18 6L
1018
_4514_
NOTE: EXTEND BAGKSPAN
OF 6L INTO WALL A5 SHOWN
• CONDITION W/ NO LOG
COLUMNS.
EXIST'&3-.x12
•Ib"OC NIF)
15T62x12
• - "OG (VIP)
m
r
+�
NF -IN 2x 12
N
•Ib"O.C.
N
"""
78) Tril�M. �... .."..."J
NEIN 2 x 12
II
S
N
x
k
"YI
XI®
1
I•
•190.G.
EXIST'6 2 x 12
•Ib"OG NIF)
,
NOTE:CONNECT BACK�
SPAN OF 6L DIREGTLT
TO DOOR HEADER. ST
54/592 51M.
NOTE: 2x4 • 16" O.G./
PONY WAItL ON (9) ML
NT
mi
EXIST'S' 2 x 12
I/8 x lb 1/2 6L
1,
n
•16"OC (VIF)
b
m
X
NEIN 2x12
NEIN 2x12
•Ib"O.G.
NOTE: SEE ARCH FOR 6x12
KING/POST DETAIL. ATTACH •
YV/ (2) rd. THRU BOLTS TOP
t BOTTOM OF KINSPOST.
TY? U.N.O.
EXIST'S 2 x 12
•16"00 (VIF)
1
EXIST'6 2 x 12 A,
•16"OG (VIP)
v ..fes:.. ......
•Ib"O.C.
NEW 2x12
•16"0.C.
1
Y
ROOF PLAN NOTES:
1) ■ COL BELOW OR
COL ABOVE AND BELOW
2) ❑
3) E
COL ABOVE
JOIST HANGER
4) L— JOIST BEARING
5) T CONG BUILDING. ELEVATION
100'-O"
6) ////* STEP OF CONCRETE
/ OR PLYWOOD SURFACE
/////!
1) [XXX'-XXI BEAM ELEVATION
5) OVERFRAMIN6
9) — — DISCONTINUOUS BEAM
lo) — 4 CONTINUOUS SEAM
II) T TOP OF 2X PLATE
f/ I10IO.-0'-O"
12) ALL ROOF SHEATHING W1T14 A 3:12
SLOPE OR GREATER TO BE 5/8" GDX
PLYWOOD ALL ROOF SHEATHING. WITH
LESS THAN A 5:12 SLOPE TO SE 5/41 CDX
PLYWOOD SEE GENERAL NOTES FOR
NAILING
15) ALL COLUMNS (2)-2x6 TYP UNO
14) ALL HEADERS (2)-2x10 TYP UNO
15) DO NOT SCALE DRAWINGS CONTACT
ARCHITECT OR ENGINEER FOR
DISCREPANCIES OR MISSING DIMENSIONS
103
1/2" PLYWOOD SHEAR
WALLS TYP •
PERIMETER UNA.
106
NOTE: ALL HEAVY TIMBER
SEAMS TO BE DOUG -FIR
LARCH/111 TYPICAL UNO
ROOF FRAMING PLAN
•
• 0
It
DATE: ISSUE/REV:
b -IT -10
4 -rt -IO
12-3-:o
12-6-10
1 -14 -II
5-14-11
5-12-11
PERMIT
PROGRESS
PROGRESS
PERMIT REVISIONS
PRICING SET
PROGRESS
REVISIONS
JOB *: 10045
SCALE": 1/4" = 1'-O"
ROOF FRAMING
PLAN
S2.2
FORTE OOOHERE
ROOF FRAMING FLAN
@ 1/4" = I' -O"
TW IOI'-I"
450'-b'
4
T GMU 44'-0 I/2"
TF 45'-b"
T Old 49'-0 I/2"
FORTE OOOHERE
FOUNDATION FLAN
• 1/4" = I'-0"
r
0
d
tr
DATE: ISSUE/REV:
6-17-10 PERMIT
4-11-10 PROGRESS
12-3-10 PROGRESS
12-6-10 PERMIT REVISIONS
1-14-11 PRIG INS SET
9 -14 -II PROGRESS
5-12-11 REVISIONS
JOB 11: 10045
SCALE": 1/4" = 1'-O"
PORTE GOCHERE
FRAMING PLANS
52.5
STRUCTURAL (GENERAL NOTES
SMALLEY ADDITION
2/29/10
A. DESIGN LIVE LOADS
I, SNOW 53 PSF
2. RESIDENTIAL 40 PSF
3. WIND, WIND SW
4. SEISMIC CATEGORY B
B. DESIGN CODES
40 MPH (5 SECOND GUST) EXPOSURE B
I. INTERNATIONAL RESIDENTIAL CODE (2005)
2. AGI BUILDING CODE (ACI 318-95)
3. AISG STEEL CONSTRUCTION MANUAL (4th Edition)
4. AITC. TIMBER CONSTRUCTION MANUAL (4th Edition)
C. FOUNDATION
NEW BUILDING FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED MAXIM)M ALLOPABLE SOIL BEARING
PRESSURE OF 2000 PSF, PLACED ON UNDISTURBED SOIL. SOILS ARE ASSUMED TO BE UNIFORM AND
NON -EXPANSIVE. TE OYIEER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILS
EXPOSED DURING EXCAVATION TO VERIFY DESIGN ASSUMPTIONS AND BEARING SOILS. PROVIDE
FOUNDATION DRAIN AND UVDERDRAIN SYSTEMS AS RECOMMENDED BY THE SOILS ENGINEER PRECAUTIONS
SHOULD BE TAKEN TO PREVENT WETTING OF THE BEARING SOILS. PROVIDE UNDER SLAB DEWATERING
PER SOILS REPORT.
D. CONCRETE
CONCRETE HAS BEEN DESIGNED ANO SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN
CONCRETE INSTITUTE BUILDING CODE (AGI 318-84) ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. MECHANICALLY VIBRATE ALL CONCRETE KEN
PLACED EXCEPT SLABS ON &RADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR
SAW CUT) AT MAX. 20-0" O.G. EACH WAY UNLF— SHOWN OTHERWISE ON PLAN, REINFORCING BARS
SHALL BE ASTM A615 - &RADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF
REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL
ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL SE A MINIMUM OF 56 BAR DIAMETERS. PROVIDE
CORNER BARS OF EQ)AL SIZE AND SPAG INS AROUND ALL CORNERS. PROVIDE 2 - M5 BARS WITH A
MINIMUM OF 2-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, SEAMS AND SLABS.
PROVIDE ALL ACCESSORIES NECC-lARY TO SUPPORT REINFORCING. AT POSITIONS SHOWN ON THE
PLANS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AI85. LAP WIRE FABRIC REINFORCEMEN1T
ONE FULL MESH PLUS 2' AT SIDES AND ENDS AND WIRE 706ET}ER. ANCHOR BOLTS FOR BEAM AND
COLUMN BEARING PLATES SHALL CONFORM TO ASTM A301 AND BE PLACED WITH SETTING
TEMPLATES.
E. CONCRETE MASONRY
ALL CMU'S SHALL CONFORM TO ASTM COO. CMU'S USED BELOW GRADE AND ALL EXTERIOR WALLS
SHALL BE GRADE N -I. INTERIOR CONCRETE MASONRY UNITS NOT EXPOSED TO PEATiHER OR EARTH
MAY BE GRADE N -I OR 5-1. ALL MORTAR FOR EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL
CONFORM TO ASTM 210, TYPE S. GROUT FOR MASONRY BOND BEAMS AND PILASTERS SHALL BE
MADE WITH STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS.
ALL MASONRY SHALL DEVELOP 1950 PSI ULTIMATE COMPRC-SSIVE STRENGTH Ron) IN 28 DAYS. ROD
(GROUT IN VERTICAL SPACES IMMEDIATELY Al- itK POURING AND AGAIN 5 MINUTES LATER. PLACE
CONTROL JOINTS IN CMU WALLS MAXIMUM 24'-0" O.G. EXCEPT CMU FOUNDATION WALLS
HORIZONTAL REINFORCING SHALL BE STANDARD "DUR-0-1NALT OR AUTHORIZED EQUIVALENT SPACED
AT 16' D.G. EXCEPT AS NOTED. VERTICAL REINFORCING SHALL EXTEND FOR THE FULL HEIGHT OF THE
WALL IN GROUTED CELLS. GROUT LIFTS SHALL NOT EXCEED 4'-0' UNLESS CLEAN OUTS ARE PROVIDED
IN WHICH CASE GROUT LIFTS SHALL NOT EXCEED 8'-0'. PROVIDE I - •5 IN CENTER OF GROUTED CELL
AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, EACH SIDE OF CONTROL
JOINTS AND AT INTERVALS NOT TO EXCEED 48' O.G. UN -LC NOTED OTHERWISE ON PLAN. DOWEL
ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH WALL REINFORCING..
PROVIDE 2 - •5 CONTINUOUS HORIZONTAL IN 8' DEEP GROUTED BOND BEAM AT EACH FLOOR AND
ROOF LEVELS AND MIN 48" LONG BELOW ALL BEAM BEARINGS. REINFORCING BARS SHALL CONFORM
TO ASTM A615, &RADE G.O. AT SPLICES, LAP BARS 40 DIAMETERS. AT CORNERS AND INTERSECTIONS,
MAKE HORIZONTAL BARS CONTIMJOIY OR PROVIDE MATCHINS CORNER BARS. AROUND OPENINGS
IN WALLS, PROVIDE I - *4 TO EXTEND A MINIMUM OF 24' BEYOND EDGE OF OPENING.
F. STEEL
ALL STEEL SHALL CONFORM TO ASTM A56 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO ASTM
A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM ASS (GRADE B). ALL .MOP
CONFECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM
CONNECTIONS WITH MAXIMUM FUMBCR OF ASTM A925 3/4" DIAMETER BOLTS TO FIT SEAM IN SINGLE
ROW AND SHALL CONFORM TO ASTM A925, UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL
CONFORM TO ASTM A90T. STRUCTURAL STEEL SHALL SE DETAILED, FABRICATED AND ERECTED IN
ACCORDANCE NTH LATEST PROVISIONS OF TWE AISG MANUAL OF STEEL CONSTRUCTION AND AISG
CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR
ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH SEAM,
APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE WELDERS MEETING THE REQUIREMENTS OF
THE Ave 'STANDARD QUALIFICATION PROCEDURE'. COMPLY NTH AWE DI.I 'STRUCTURAL YELPING
CODE.' ALL WELDS SHALL BE El0XX TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL STEEL WITH
APPROVED PRIMER. TOUCH -LP PAINT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS.
DRY PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT EMBECO 159 OR
EQUIVALENT. EXPANSION BOLTS SHALL BE 'YEN -IT", 'RED HEAD", KWIKBOLT', OR APPROVED WEDGE
TYPE, INSTAL I FD IN ACCORDANCE 111Th THE MANUFACTURERS REQUIREmoNTS.
6. STRUCTURAL WOOD FRAMING
ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS FIR/LARCH *2 GRADED AS PER
LATEST EDITION 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL
FORCCT PRODUCTS ASSOCIATION AND V&A.
HEAVY TIMBER FRAMING (DOUGLAS FIR NO. I )
Fb • 1900 P51 W = 85 PSI E • 1600000 P51
SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING
BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMMI I X 4 CROSS BRIDGING AT NOT
MORE THAN 8'-0" O.G. BETWEEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE
JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL
PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6'-0' O.G.
FOR STUD WALLS NOT COVERED BY SFEATHIN6 OR WALL COVERINGS MEETING LEO MINIMUM
REQUIREMENTS PER USC SECTION 25114.1, CONNECTORS SHOWN ON THE PLANS ARE
MANUFACTURED BY THE SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS SHALL SE
DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY 15 EQUAL TO OR GREATER THAN THAT OF THE
CONNECTOR SPECIFIED. FOLLOW MAFLFAGTUREIRS RECOMMENDATIONS FOR NAILS AND BOLTS.
ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 29 -II -B -I OF THE UNIFORM BUILDING CODE.
PLYWOOD FOR ROOFS, FLOORS, AND SHEAR PAID- SHEATHING SHALL BE APA GRADE TRADEMARKED
CDX WITH EXTERIOR GLUE. LAY LP PLYWOOD WITH FACE &RAIN PERPENDICULAR TO SUPPORTS AND
STAGGER JOINTS. ALL NAILING COMMON NAILS; RINE. SHANKED FOR ROOF AND FLOOR SHEATHING.
RLrtR TO TABLE BELOW FOR USE REQUIREMENTS:
USE THICKNESS SPAN/INDEX EDGE NAILING
FLAT ROOF 5/4' 48/24 8d • 6" O.G.
SLOPED ROOF 5/8" 92/16 8d • 6'O.C.
FLOOR 3/4' T•& 48/24 8d • 6" O.G.
SHEAR WALL I/2' 24/0 8d • 4' O.G.
ALL EDGES OF SHEAR WALL SHEATHING SHALL SE BLOCKED.
INTERMEDIATE NAILING
8d • 12OO.
8d 012. O.0
8d • 12'0.0.
8d CIO' O.C.
GLUE LAMINATED BEAMS SHALL BE FABRICATED WITH LUMBER OF EITHER DOUGLAS FIR/LARCH OR
SOUTHERN PINE. LAMINATED MEMBERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH
'THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE
LAMINATED LUMBER' PUBLISHED BY THE AITC AND THE APPROPRIATE LUMBER PRODUCERS'
ASSOCIATION, 'APPEARANCE GRADE SHALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE EXPOSED
SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL BE
BUILT UP USING. 2' NOMINAL MATERIAL. SIZES SHOWN ARE NET FOR SLUE LAMINATED MEMBERS.
ALLOWABLE UNIT STRPRenr- . FOR. DRY CONDITIONS OF USE REQUIRED SHALL BE AS FOLLOWS:
MEMBERS SIRE -CCP PRINCIPALLY IN BENDING (SEAMS, GIRDERS) - COMBINATION 24F
Fb = 2400 PSI Fe • 165 PSI E • 1800000 PSI.
PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED BEAMS.
FABRICATED WOOD JOISTS: I SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND
PLYWOOD WEBS CALLED FOR ON THE DRAWINGS AS 'TJI/" ARE AS MANUFACTURED BY THE TRUS-
JOIST CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING,
BRIDGING, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE
MANUFACTURER. CONTINUC)S BLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS.
PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS KENNING PARALLEL TO JOISTS AND SOLID
BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS.
MICRO•LAM LUMBER BEAMS. VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 1 9/4' THICK
CAJ I PO FOR ON THE DRAWINGS AS 'ML" ARE A5 MANUFACTURED BY THE TRUS-JOIST CORPORATION
OF BOISE, IDAHO, MIGRO•LAM HEADERS AND BEAMS SHALL SE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS IS REQUIRED , THE
MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF Ib -PENN' COMMON NAILS SPACED
12' O.G, FOR MEMBERS WITH 14' AND GREATER DEPTH USE THREE ROWS.
FABRICATED HOOP TRUlCC-:: PROVIDE ENGINEERED OPEN Y'&$ ROOF TRUSSES A5 PROFILED BY
DRAWINGS. DESIGN TO CARRY LIVE LOADS INDICATED BY STRUCTURAL DRAWING{, FOLLOW
REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE WITH A LOAD DURATION FACTOR OF 1.0 4
WITH A MAXIMJMAL LOWABLE TOTAL LOAD DEFLECTION OF 1/560. SHOP DRAPINGS, AN ERECTION
PLAN, AND SEALED STRUCTURAL CALCULATIONS SHALL BE SUBMITTED TO THE EN•SIKZER FOR REVIEW
PRIOR TO FABRICATION. CALCULATIONS SHALL BE SEALED BY AN ENGINEER REGISTERED IN THE STATE
OF COLORADO. SHOP DRAWINGS SHALL DETAIL EACH TRUSS TYPE, APPLICABLE CONNECTIONS, TRUSS
LAYOUT • BRACING. TRUSS TO TRUSS CONNECCTIONS TO BE DESIGNED UI SUPPLIED BY TRUSS
MAFWFACTLRBR. SUPPLY ALL PLATES, BLOCKING, BRIDSINSSRACINS, STIFFENERS, BEARING ENHANCERS
t OTTER RELATED ITEMS AS RECOMMENDED BY THE FABRICATOR.
H. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE
THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWING'S AND C1'CCIFICATIONS.
I. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND
ELECTRICAL CONTRACTORS.
J. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS DRAGINS THOSE WALLS ARE
IN PLACE.
K. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD
SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
L. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL E
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING. CONSTRUCTION. SUCH
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO
CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER
SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR PULL THE STRUCTURAL ENGINEER BE
RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES FOR
PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT
THERETO.
12"
X 5 1/2" /
3/8" STL SEAT x 4" WIDE
(2) 5/8" 0 THRU BOLTS
AS SHOWN.
2X WOOD PLATE W/
1/2" 0 THRU-BOLTS 0
57-
24"OG STAGGERED TYF'
0 5TL BEAMS
12
SEE
ARCH
BENT STEEL BEAM
3/4" = I'-0"
GLU LAM BEAM
SEE PLAN.
(2) 3/4" 0 THRU
BOLTS A5 SHOWN.
I
Bm_ben2
EXTEND TOP OF LOS
COLUMN TO ABOVE
BOTTOM OF RAFTER
TO CONCEAL. CIS ARCH
In
WOOD BEAM TO LOG COLUMN
3/4" = I' -O"
LOG COLUMN BELOW
SEE PLAN
RAFTERS BEARING
ON BEAM (VIF)
1/4
I'-0
SAW GUT EXISTING SLAB
FOR NEW FOOTING.
SEE PLAN FOR SIZE
AND REINFORCEMENT
NOTE: FT& MAY BE LOWERED TO
CONCEAL BASE PLATE BELOW
TOP OF SLAB ELEVATION.
NEW STEEL COL
SEE PLAN
V I/4
BACKFILL 4
RCD DRAIN. SEE
SOILS RPT
I I ICI I I' 't II
3/4" BASE PLATE
I-%
2-3/4"4,X10. ANCHOR DOLTS
oLLrPLAN FOR FT, MEIf1F
T FT& _ oplik
_SEE PLAN
Iii I IF
I— I I—I 11=11 I-1 11
NEP FOOTING SHALL BEAR ON
NATURAL UNDISTURBED SOIL NIF)
A4X18'12YLSDo24'OG
DRILLS EPDXY &ROUT 4" -
INTO EXISTING GONG SLAB
STEEL COLUMN @ NEW FOOTING
3/4" = I' -O"
06 X 10" REBAR
(YELDABLE GRADE)
EPDXY GROUT INTO
BOT OF LOG COL
3/4" x 12" 0 STL BASE PLA
3/4" x b" x 12" 0 STL BASE
PLATE W/ (2) 3/4"0 EPDXY BOLTS i
POUR NEW CONG
INTO VOIDS
BELOW
EXISTING SLAB
�OG COL SEE PLAN
I/4" IV <TYP
HSS 4x4x3/I6 511)5
NEW 4 EXIST'&
RAFTERS. CC PLAN.
EXISTING GLULAM BEAMS
PLAN
TBEAM =�
(V.I.F)
1 1/2"
STEEL BOOT @ WOOD BEAM
3/4" = I' -O"
COL BELOW
SEE PLAN
(4) 5/8" 0
THRU BOLTS
/4" 5TL BOOT
BOTTOM 4
(2) SIDES A5 SHOWN
STEEL COLUMN
SQ PLAN
1/4" FI1ID)
STIFF PL EA SIDE
3/16
3 SIDES
IN1/2....s.3/4"X5"X10" CAP PL W/
I 1/2" (2) 3/4"0BOLTS
STEEL SEAM & COLUMN
3/4" = I' -O"
12"
Brn_splc3
T. BEAM
SEE PLAN
Bm_w12
SEE ARCH FOR
STONE VENEER ---4
*3 TIES 0 10" O.C.
FULL HEIGHT
1-111-1 I I
CoIS_Ht4
T PIER = didk
GEC PLAN
(4) *5 DOWELS DRILL 4
EPDXY GROUT INTO LOVER
CONG PIER W/ *3 TIE a TOP
T PIER =
SEE PLANIIII
I I' --`I I I—I I I -I I I
8-05 DOWELS
X FULL 3f1'il—�
III;; III ill ISI
11,111„111„
GONG PIER
III 1II oFlAN
-111—III—III—I
=111—I I 1=1 11=
FTG' 5FE PLAN
-III—i I -FOR SIZE 4 REINF
I I III—II—I
—III III III=III—III
=1 ' • I I I—III—I "T 1-'r6 •
.44
111 111- SEE PI -14141-1
—III—III—III__
III—III—
III -111-11—I
-1 �► �I I I I I I� 1111 1111'_1 IEEE FL I I I I I I I I I I1� I I I
—111E111 -C111
I I I I I I
III—III-1
N=111=111=
I
—III—III—
I 1-111=11
I—III I
• �+ •
i I I -III -III III III III III III III FooTING TO BEAR ON
1=III=111=111=111=111-III—III TURAL UNDISTL,RBED
i 11—I 11=1 I 1-=E1—=1II ; IIII; I I 1—I I I SOILS
LOG COLUMN @ PIER
5/4" = I•
2X CRIPPLE STUDS
016 'OC(MAX)
2X FULL HEIGHT
KING STUD TO
ENGAGE 2X COLUMN
AND NO HEADER
T PLATE=
SEE PLAN
C2 -2X TOP PLATES
BUILT-UP WD HEADER
SEE PLAN
2X NAILER PLATE
COLUMN
SEE PLAN
(2-2X6 MIN)
Pler_tt5
2X STUDS (FULL HEIGHT)
7016"0G (MAX)
TYPICAL WOOD HEADER
3/4" = 1'-0"
i
MIO
•
11/2" TYP
OPL A
3/4"XIO"XIO"
3/4"X8"XB" 0 PL A.I
SC
T WIN RO=
SEE ARCH
NOTE: SEE
GENERAL NOTES
FOR NAILING
PATTERNS
Hdr4
NOTE: BEAR PL'S ON I 1/2"
HIGH STRENGTH &ROUT
ALL BOLTS 3/4"0X12"
W
e •
3
W
• •
HORIZ 0 16" OC
VERT 0 12" 00
8"
SEE PLAN
I I/2"
GLR
T WALL sail
SEE PLAN
NOTE: SUPPORT STONE VENEER
ON L4x4xi x CONT W/ to EPDXY
=�LT5 0 24" O.G. EMBED = 5".
ENCASE ANGLE 4 BOLTS W/
WATERPROOF ASPHALTIC PAINT.
•
•
Xd LPL
2,-0„
0 12"OG
T WALL =�
SEE PLAN
DRAIN SLEEVES
SEE PLAN
1- :1
•
•I —1 1-1 I—I 1—i III,—,CI I,—,1
-_-7:_ _ _ _ _
111=1 11=111=111 m t PLAN= :I I E it =111—III I 1s oE. -I
1 1;, 1 1 1 ;III==„III l i t—III=„III=„ I III—Ill l l i l l l --I f 1=111=III
1 1 1-1 1—
HORIZ 0 16' OC
T FTG =
/SEE PLAN
i
•
TYPICAL THRESHOLD DETAIL
3/4” = I'-0”
TIMBERSTRAND RIM
x CONT
1
Lyt_frve_I
T PLY =
/SEE PLAN
T WALL =di
SEE PLANIf
2X6 ROAD SILL NU 5/8' 0 x 10'
A BOLTS o 32"00
1-111-111-111-111
'I III III III I
I I 11lo-foo°
=III °o° °gog-1
.II_I I foo; o°ogi
FOUNDATION DRAIN I t°O^ggff
I 1/2" TYP
OPL B
3/4")5"X16"
• • • •
OPL D
3/4"X5"X16"
STEEL BASE PLATES
3/4" = I'-0"
Be_plts
SEE PLAN
VERT o 16"OC
HORIZ 0 16"00
05 X I LDIAL 032'OC
6'
2-•SXCONT TOP • BOTTOM
2-M5XCONT
T FTG
JCC PLAN
FOOTING TO BEAR ON
NATURAL UNDISTURBED
SOILS
NEW LOW FOUNDATION @ CRAWL SPACE
3/4" = I' -O"
BUILT UP COLUMN
ABOVE. SEE PLAN.
WOOD COL 4 BEAM
SEE PLAN
Q
�1W�1
d'
4
In
111 III�I II
I—III_'
•
•
Lo"IJvl6
T EXIST'S PLY =4,
,LC PLAN
EXIST'S 2x FLOOR
JOISTS (V.I.F)
2x BLGK'& EACH
SIDE 0 FEW COLUMNS
NEW WOOD COLUMN
SEE PLAN
5 CLIP EACH SIDE
2 X 12 X I'-6" P.T. SILL
TE W/ 2- 3/4"0X00"
ANON BOLTS.
CCE PLAN FOR FTG 4 REINF
TFT& • ill
SEE PLAN
t— '' 11- S EE PLAN -71-
II _I
F SMALL BEAR ON
UNDISTURBED NATURAL SOIL
NEW WOOD COLUMN FOOTING @ EXIST'S
3/4" = I' -O" CoIYLHg
5/4" WOOD PLATE ON
TOP OF BEAM W/ PL400 4
PONDER ACTUATED FASTENERS
024"00 STAGGERED
/nate:_
an
UM •IIt �/ II III
an -
0
SRA
EXISTING
2X10 .JOIST (VIF)
NEW HANGER
SEE PLAN
EXISTING
2X10 JOIST (NAP)
NEW HANGER
SEE PLAN
NEW STEEL BEAM Ca PLAN.
YU I/2""OTHROU6H BOLTS
024"00 STACCCRED IN
SOLID WEB PACKING
dikh
T WALL •
SEE PLAN
FOUNDATION DRAIN
SEE SOILS REPORT
T PLY (E)
SEE PLAN
T BEAM •
SEE PLANIIIP
NOTE: SHORE EXISTING
JOI5T540UT BACK AS
REQUIRED (VIF)
NEW STEEL BEAM @ EXISTING FLOOR
1 1/2" = I' -O"
Bm_Prjl3
2x6016"00 STUD WALL W/
�/2' PLYWOOD SHEATHING
{/ 2X6 RDWD SILL PL W/
/8'0XIO'ANCHOR
BOLTS 0 32"0G
I-17=111_ -11111--._
-II1=111
. I I - 8"'
—III
11,
---
III
1—
_ 11—
°°ggogooa -111gooib
•o -o -o -r
)OO°OnC
I -
•
<'i°o 0 0 0 0 0 0 0 0 0 0,
0000rn n °„o-o-o„a„o„o°°<
°D°C O�
T SLAB •
CCL PLAN
III—_III=III-
-1
M5 VERT • 16' CC
CENTERdII—
7 I
1111;,111=1�I'
HORIZ o 16" OC
111,-
I2-05XCONT
_STor 4 BOTTTOM
I I-111
iI ;D
05 X ry D(ALWL OTERNATE LEGS)
I-� 6"
• —
SEE PLAN
LOW FOUNDATION WALL W/ SLAB
3/4" = I'-0"
2-5SXCONT
TFTG =
SEE PLAN
FOOTING TO BEAR ON
NATURAL UNDISTURBED
SOILS
EE PLAN FOR SLAB 4 REINF
a Ib" OG
SEE DTL 1/53.1
FOR WALL A
REINFORCING
THRESHOLD DETAIL
3/4" = I' -O"
NOTE:SAWCUT FACE OF
EXISTING FTG. FLUSH TO FACE
OF EXISTING CMU WALL. (VIF)
GRADE BEYO
" 11=7f=t1,
11=11:_1111=11011=MAX sLo
11=11011:=110
11-11=11.=.11
11=11-11=11 1
=JIF111011=11�IIr
11-011=1= 11= JI-
11:11=
n-11=11=11=IN
1=11=11'-11=11=11%.
1=11=11=11=11=11=
1011=11=1011=11%=u1 11: ,.•,: III:=I_
n=II-II=uIL _—a-urn—`—ate _1
1=111=11=11=11=1=11=11=11=1011P4!=11
1=11=11=11-11=11=111=11=11 11=111=11=-
11 :11=11=11=71-11=11.=11=='I 11-11=11
11=11=11=.II=11011011=11,=1► n011=
=11=11011=1=11. -Eli =11=11011:-11
TOP OF FUTURE
GRADE SEE PLAN
II
AthhT SLAB
SEE PLAN
T. WALL
SEE PLAN
TTY••hki
EXISTING CMU WALL (VIF)
FILL ALL VERTICAL CELLS
SOLID W/GROUT PRIOR TO
EXCAVATION (VIF)
4" HIGH
STRENGTH
NON -SHRINK
GROUT
!STING SLAB VIF
T SLAB •
VIF
B FTG
VIP
-
•5X24"DWL
ol8"OC DRILL 4
OXY GROUT
SINTO BOTTOM OF
EXISTING FTG
VERTICAL o9"OG
HORIZONTAL09"0C
B UNDERPIN
CI= PLAN
2-*5XCONT T413
NOTE
- SHORE ALL EXISTING STRUCTURE AS REQUIRED
- FIELD VERIFY ALL EXISTING CONDITIONS it ASSUMPTIONS
-SEE UNDERPINNING, SEQUENCE FOR ADDITIONAL INFORMATION
UNDER PINNING DETAIL
3/4" = 1'-0"
UNDERPINNING SEQUENCE:
6/53.1
I) SHORE ALL EXISTING STRUCTURE AS REQUIRED PRIOR TO EXCAVATION.
p•_6
2) EXCAVATE BELOW EXISTING FOOTING FOR. APPROXIMATE 4' TO 6' WIDTH,
LEAVING AT LEAST 8'-O" UNDISTURBED BEARING SOIL BETWEEN EXCAVATIONS.
REDUCE WIDTH OF EXCAVATION IF REQUIRED TO MAINTAIN STABILITY OF SOIL.
CONSULT SOILS ENGINEER TO CONFIRM SOIL STABILITY ASSUMPTIONS.
5) PLACE RESAR AND FORMS AS SHOWN IN ATTACED DETAILS. HORIZONTAL
REBAR TO EXTEND 15" INTO SOIL SIDE BANKS TO LAP INIT1-I ADJACENT POURS.
REBAR TO BE F9=60 KSI.
4) PLACE 4000 PSI CONCRETE AND ALLOV1 TO CURE 5 DAYS FoR INITIAL
SHRINKAGE. HOLD ToP OF NES( }NALL 4" BELOYN1 CONCRETE ABOvE. PROTECT
ALL CONCRETE AND SOILS FROM FREEZING AS REQUIRED. USE MECHANICAL
VIBRATIONS AS REQUIRED FOR MOPER CONSOLIDATION.
5) AFTER 5 PAYS OF CURING, AT ABOvE FRIEEzING TEMPERATURES, PACK HIGH
STRENSTH, NON -SHRINK GROUT INTO GAP BETWEEN FOOTING AND WALL TO
ACCEPT BEARING.
6) ONCE GROUT I-1AS CORED, REMOVE FORM AND EXCAVATE SOIL FOR NEXT
EXCAVATION. FILL IN INITIAL EXCAVATION WITH COMPACTION TO LATERALLY
BRACE CONCRETE WALL.
1) REPEAT STEPS ABOVE UNTIL INITIAL LEVEL OF UNDERPNNING IS COMPLETE.
UNDER PINNING SEQUENCE NOTES
0
45
2
tr IA
1: c rift
0
< .cY
_1 0
o
0
0
6-11-10
01-11-10
12-3-10
12-6-10
3-14-11
9-12-11
PROGRESS
PROGRESS
PERMIT REVISIONS
PRICING SET
PROGRESS
REVISIONS
SCALE:
AS INDICATED
DETAILS AND
SENERAL NOTES
55.1
(4) TOE NAILS
PER RAFTER
2X ROOF RAFTER
SEE PLAN
LAP 2x8 SISTERS TO
XIST'@ RAFTERS. ATTACH
YV/ CLUE 4 NAILS. SEE 23/53.2
(2) i"0 x LASS IN/ 6"
7 -PENETRATION INTO LOS
COLUMN BELOW.
(2)3/4.0x16"LA6
BOLTS AS SHOWY W/
6' MIN PENETRATION
INTO OPPOSITE GL.
EXTEND TOP OF LO6
N COLUMN TO ABOVE
BOTTOM OF RAFTER
TO CONCEAL. SEE ARCH
ADD SIMPSON 5D525600
• EACH EXPOSED LAMINATION
ROOF RAFTER
SEE PLAN
BEVEL TOP OF GLULAM
TO UNDERSIDE OF ROOF
SHEATHING.
SEE ARCH
12
T BEAM=
SEE PLAN
NON-STRIIGT/RAL HALF LOS
AGAINST WALL W/ 3/4"0 X 12"
LASS • TOP t BOTTOM
2x4 BLOCKING BETWEEN
RAFTERS W/ RIPPED TOP,
ATTACH TO LEDGER Y4/
(4) IOd NAILS
1/4" STL KNIFE PLATE
W/ 1/4" SEAT
t FACE PLATE
ATTACH W/ (6) 512525412
SCREW5 A5 SHOWN
1/4" STL KNIFE PLATE
HANGER W/ 1/4" SEAT
I FACE PLATE
2-3/4"SLA
PENETRAT
BELOW. SF
OFFSET I
IN/ 6" (MIR)
INTO BEAM
E 3" APART.
NIERS INK
GLULAM BEAM
SEE PLAN
GLULAM BEAM
SEE PLAN
GLULAM TO GLULAM CONNECTION
5/4" = I'-0"
1/2" STL KNIFE PLATE
x 4" x I' -I 1/2" IN/ (2
5/4"0 THRU BOLTS
S/4" x 12" 4) STL BASE PLA
NOTE: DAP BOOT 1/4" INTO
BOTTOM OF BEAM TYP U.N.O.
3/4" x 6" x 12" 41 STL BASE
1"U (2) 3/4"4+ EPDXY BOLTS
T BEAM=
SEE PLAN
T SEAM -
SEE PLAN
Bm_cAli
liOb COL SEE PLAN
SEE ARCH FOR
STONE VENEER
*5 TIES a 10" O.0
FULL HEIGHT
-I =11111-
II O IIII;,11ll 1111
•
•
1/4'
1455 4x4x3/I6 STUB
COLUMN
T PIER =
SEE PLAN
(4) *5 DOWELS DRILL 4
EPDXY GROUT INTO LOYCR
GONG PIER W/ *3 TIE a TOP
TPIER = ch
SEE PLAN
r
_ _GONG PIER:
111 —1 I I SEE PLAN
:III -III -III -I
III—I I 1=1 11=
FTs SEE PLAN
:III—I I FOR SIZE t REINF
II II1=1II-I
:III 111-111-1 I II
I�—�I1—IIITFTS= Y
`I 11=11 1= SEE PLAN
1--1 I I -III -111
-I I I—I I I—I I I—I
1-11-111
-I I -I
— l7_1 1 1I III 111T1
0.1 _
,III III IIIIIIIIIII111III111IIQ�AII�IIIII���II�II11111111�11111
-III„ I III I I I III 1111111 11111111111111111 111111 I
PIER @ PORTE COCHERE
3/4" = I'-0"
NEW FLUSH FRAMED RIDGE
BEAM. SEE PLAN
FOOTING TO BEAR ON
NATURAL. UNDISTURBED
SOILS
L500 EACH SIDE
EACH EXIST'* RAFTER.
SHORE AS REQUIRED.
PI•r_ft9
2X BLOCKI
T PLATE
SEE PLAN
SIMPSON Hb STRAP EACH SIDE
OP EACH GLULAM. TYP U.N.O.
BUILT UP COLUMN IN
WALL. SEE PLAN.
Rlr_brn2
BEVELED GLULAM SEAM BEARING
3/4" - I' -O"
I I
STRUCTURAL SHEATINS_
REMOVED FOR CLARITY
HOLD DOWN
ANCHOR
SEE PLAN
2X6
FRAME WALL
BUILT-UP COLUMN
SEE PLAN
HOLD DOWN ANCHOR BOLT
SEE MANUFACTURER
NOTE: SEE DTL 2/53.1
FOR INFORMATION NOT SHOWN
HOLD DOWN BASE DETAIL
3/4" = I'-0"
2X6 PT SILL PLATE
AND ANCHOR BOLTS
T. WALL ch
SEE *LARY
CONCRETE FOUNDTh WALL
NEW 2X8 FLOOR RAFTER
(VIP). SEE PLAN
NOTE: SHORE EXIST'S
RAFTERS TO RELIEVE
EXIST'6 LOADS I
DEFLECTIONS. REM
SHORING AFTER SISTERED
2x8 15 INSTALLED *
CONNECTED.
T_o_r44
T EXIST'S PLY = cik
SEE PLAN
tr�
CONNECT SISTERED 2x8 TO
EXISTS, RAFETR W/ FREEZESWATER
RESISTANT ADHESIVE AND 2 ROE
OF 16d NAILS • 6" O.G.
EXIST'S 2x12 RAFTER
SEE PLAN
SISTERED RAFTER DETAIL
3/4" = I' -O"
*5 DWLS x 16" DRILL t
EPDXY GROUT 4" INTO
EXISTING GONG WALL • 32" 0.0.
TOP *MID HEIGHT II BOTTOM.
EXIST'* WOOD FRAMED FLOOR
• WALL ASSE-SLY. MF)
Jet_e161
EXIST'* 5TW WALL
TO BE REMOVED NW)
SLOPING STEEL BEA
3/16" STIFF PL EA SI
NOTE: PROVIDE SIMILAR
CONNECTION W/ BIRDSMOUTHED
SEAT • TOP OF BEAM
I/2"SSOLTS024"0G
OR PAGKOUT
,[F
EA SIDE
STL TAB PL I/4"X4"
EA SIDE W/ HO
FOR LAS WRENS
SEE PLAN
5/16
T PLATE=
SEE PLAN
TYP
23/4"X4"LASS
(I EA SIDE)
SLOPED STEEL BEAM BEARING
3/4" =
STEEL SEAM
SEE PLAN
St_bm_61_2
1/2"03OLTSe2411OC
FOR PACKOUT
•
5/16" STIFF PL EA 510E -N
NEN 2x6 x CONT RDWD SILL
PLATE IN/ 5/8" d' x 10" A.B.
0 I6" O.G.
NOTE: SEE ARCH FOR MULTIPLE (' • •' 8" 4/- (VIF)
POUR t 1E/LOCKOUT REQUI - ..1
FOR SLIDER DOOR TRACK. (VIP) f 4=1
NEN GONG NALL I —111-111-1 11—
NIF —III—III-111- '
I I—I11=111=1
I'-3" t VIF 15 HORIZ • 16°OG
i EACH FACE
•
15 VERT • 16"OC
EACH FACE
T BEAM=
\., SEE PLAN
EXIST'* RIDGE BEAM SEE P
EXIST'* 2X12 RAFTERS SEE PLAN
BIRDSMOUTH' RAFTER ENDS
SHOWN
ALIGN W/ RAPER ON
OPPOSITE SIDE
FLUSH FRAMED RIDGE DETAIL
3/4" = I'-0"
T NEIN
NfrIstiLLO
2" CLR
NEW GONG FTG
NIF)
15TING GONG WALL (VIF)
EXISTING
CORO FTs
(VIF)
I'-3" t VIF
(VIF)
$15 DWLS x IS' DRILL • EPDXY
GROUT 6 INTO EXISTING FTG-
• 16' O.G.
FIELD LOCATE t
RELOCATE EXISTING
FOUNDATION DRAINS
NEW GONG WALL ® SLIDER DOOR
11/2" = I' -O"
TFTG =�
N.I.F.)
IIS
SEE PLAN
STEEL BEAM BEARING
5/4" = I'-0"
(4) TOE NAILS
PER RAFTER
2X ROOF RAFTER
SEE PLAN
2-3/4"X4"LASS
(I EA SIDE)
12
SEE ARCH
2X BLOGKI
ROOF BEAM DETAIL
3/4" = I' -O"
2XI2 BLOCKING
STAGGERED EA BAY
T BEAM a
SEE PLAN
StJorn_Iv
LAP RAFTERS TO
BEAR ON BEAM
T BEAM=
SEE PLAN
BIRDSMOUTH RAFTER TO
BEAR ON BEAM
NEW GLULAM ROOF
BEAM. SEE PLAN.
R1r *n2
T BEAM= tik
SEE PLANNV
RIDGE BEAM SEE PLA
RIDGE BEAM DETAIL
3/4" = I'-0"
2XI2 RAFTERS SEE PLAN
'BIRDSMOUT'H' RAFTER ENDS
SHOWN
ALIGN W/ RAPER ON
OPPOSITE SIDE
R419..b14
0
>;s
4
9 -
DATE: ISSUE/REV:
B -IT -10
4-11-10
12-3-10
12-t»-10
I-14-11
9-14-11
5 -12 -II
PERMIT
PROSRES5
PROGRESS
PERMIT REVISIONS
PRIGINE) SET
PROGRESS
REVISIONS
"JOB*: 10045
SCALE:
AS INDICATED
DETAILS
55.2
I/4"
3
1/2"
1.:7= 40/59.3 t 21/55.2 FOR KNIFE
PLATE. PORTE COC
COLUMNS.HERE—.
H
SEE ARCH FOR
STONE VENEER
islF_NI 24" PIER ri *5 •
16" 0.G.E.A.
— A anar
T WALL •Dik
SEE PLAN,'
201 • IS" at.
• 03,)
or CHIMICY
AVIetn0 THN
TOM VENEER
SEE APCNITECTURAL
SEE ARCH PPR FLASK% S
TERPROOPINS, GUF05, ETC
6" CONC WALL
se PLAN
LTS 20 •
(4) comes
USE 2 BOLTS FOR
AM HEIGHT
OVER 12"
(2) .2x4 x caw an wi
SCAMS • G" 04,
INTO MALL STUDS
STEEL COLUMN SEE PLA
(2) *5 o lb" 0.0. DINL5
DRILL EPDXY GROUT
6" INTO EXIST* PIER ('/IP)
24" GONG PIER
SEE FLAN
T PLY
SCE PLAN
T BEAM•
STEEL BEAM IN/ 3/8"PL
FLANGE TO FLANGE
(8"WIDE) 0 SIM
T PIER = oit,
SEE PLAN1111-1
I—M=111-111
=I
111
NOTE: DAP BOOT 1/4" INTO
OM OF ML FLOOR BEAMS
TYP U.N.O.
•5 • 16" 0.0. DRILL
EPDXY GROUT
6" INTO NEIN FT& ('/Ip)
*5 x 32'1 Dowel- BAR5 • 52' 0.G.
,-DRILL t EPDXY GROUT 6' INTO IsTitses FOOTING. IM)
EUILT-UP
(5) 242
SEAM set\
PLAN
EXIST'S CONC.
FTEr ('/IP)
INTO el -WD BEAN
trabiLA66•16"OGAL
At
TYPICAL STEEL BOOT
3/4" = l'-0"
o lb" 0.0. DRILL
EPDXY &ROLM- PYGP REINF'
6" INTO EXIST.* FT'S ('lIP)
T FIG •
SEE PLAN
NCITE
MALL ECLOWNer\tAr
MARI
St_bt_tp
(VIP)
(2) 5 is x IC GL
DIAGONALS N
k GAP.
(5) i"0 THRU sou's
CUSTOM k 6•ALV PLA
AS SHOWN BETWEEN GLS
NEW 10" DEEP GONG FT&
VT/ (I) 05 X CONT. norrH
VARIES BASED ON EXISTS
FOOTING LOCATION. NIP)
(‚/IP)
FOOTING FIX g PORTE COG -HERE
5/4" • l'-0"
(4) 3/4"0 6ALV THRU BOLTS
NI/ CUSTOM " GALV PLATE
4 x T t 67 DECKING NV
2) 5ID925600 SCREWS
EACH BOARD a EACH
TOP CHORD
(2) 3 x 10 GL
TOP CHORDS. (I) EACH
SIDE OF DIAGONALS
OR BOTTOM CHORD.
o 01
o o;
Lon_r•
4) 5/6"0 x 16" LAG SCREWS
CENTER IN EACH MEMBER OF TRUSS.
4) 3/4"0 GALV THRU BOLTS
1/2" 6•ALV SPACER PLATE
AS SHOWN
SLOPED STEEL BEAM BEARING
3/4" = l'-0"
tee APLHITEG1URAL roo PLASHING,
WATERPROOFING, DIMENSIONS AND
SPEOPICATIONS tIOT SWEGN
T EXISTS PLY =it,
SEE PLAN
SISTER FULL LEN5TH (VIP).
NEW 2.. "I" PLYWOOD
PLACE AS 61-0 PIECE t
PLACEMENT ON ADJACENT
3'..q+/.. PIECE. ALTERNATE
JOISTS. SEE PLAN
in
N0TE: SHORE EXISTS
JOISTS TO RELIEVE
EXISTS LOADS 4
DEFLECTIONS.
SHORING AFTER S1STERED
PLYWOOD 15 INSTALLED •
CONNECTED.
CONNECT SISTERED PLYWOOD TO
EXISTS JOIST IN/ FREEZEINIATER
RESISTANT ADHESIVE AND 2 IRONS
OF ad NAILS. 4" O.C.
EXISTS 2x10 JOIST NI/ EXISTS
LES FOR ELECT 4 PLUMBING
SYSTEMS. (VIF) SEE PLAN
Jst_slol
JOIST REINFORCING g KITCHEN FLOOR
3/4"
ALT. BEAM 1" STEEL FACE PLATE
N-FSEE PLAN FILLET INF-LDED TO
6•ALV THREADED
ROD 4 TURN SUCKLE
FLANGES -a
1/2"
1/4" 5Th BOOT x 4" sum
x AS SHOWN N sartp
THRU BOLT. ATTACH A/ i"
WEL17 EACH SIDE TO
FACE PLATE,
T WOOD RIDGE BEAM = 0
110-6 3/16" (VIF)
6•ALV
1/4
EACH SIDE
2X N4000 PLATE N
I/2" D THRU-BOLTS a
24"0C STAGGERED TY?
• Sit BEAMS
NOTE. 8" SLOT IN PLATE TO
ACCEPT THREADED ROD NV
WELD ALL AROUND. CENTER
ROD it PLATE BETWEEN GLIS
(2) 3 x 10 6L
BOTTOM
12
SEE
k SAP
TRUSS ELEVATION g PORTE COCHERE
5/4" = 11-0"
(2) 5 x IC St
Barrom
k SPACER PLATE
(2) 3 sk x 10 & &L.
TOPCHORDS. (I) EACH
SIDE OF DIAGONALS
OR BOTTOM CHORD.
BLOCKING TO CONCEAL
OLUMN NOTCHES.
SEE ARCH.
5/8"411 x 16" LAS SCREWS
CENTER IN EACH MEMBER OF TRLtSS.
\-5
TL SEM SEE PLAN
4) 3/4". GALV THR1.1 ears
:HEMEIIMIHIII
L
AAL,T. BEAM
111111r,SEE PLAN
BENT STEEL BEAM g PORTE COCHERE
3/4" = 1'-0" 1501_12on2
alll
•
3/8" x 4" x 4 1/2" STL SEAT PLATE
N 3/13" x 4' x 1 1/2" KNIFE
PLATE Ni/ (2) 5/4"O THRU BOLTS.
RECESS INTO SOT OF BEAM.
NOTE: Boni KICKERS ARE
SIMILAR TO THIS KICKER t
TOP It BOTTOM PLATES AT
THE COLUMN LINE ON GRID
LINE cies.
3/80 x 4" x 4 1/2" Sit SEAT PLATE
N Ve," x 4 1/2" x 1 I/2" VERT PLATE
3/8" x 4" x 1 1/2" KNIFE
PLATE NV (4) 1/2"0 THRU BOLTS.
RECESS INTO 130T OF BEAM.
DOUBLE ANGLE L S x 2 x 3/8
1/2" STEEL x 2" x 2"
NiELDED SPACER PLATE
MID HEIGHT.
SLOPING STEEL
3/16" STIFF PL EA SID
IX LW
1/2" STEEL PLATE
AS SHOWN NI/ (2) $/4"0
6•ALV THRU BOLTS.
111
Sit SEAT PL
1/4" x 3 x 6"
N HOLE
OR LAS SCREWS
T PLATE •
106/-5 1/2" WIP/Or
TYP
3/16
1/4
8" EACH SIDE
2-5/85451LAGS
1 EA SIDE) ANGLE
INTO PLATES BEAM
BELOW.
4 SW
ST1FFNER
PLATE EACH SIDE
SEE PLAN
CUSTOM STEEL BASE PLATE
SEE DTL 21/55.2
COLUMNS @ PORTE COCHERE g GRID
SLOPING STEEL BEAM BEARING g PORTE COCHERE
3/4" • l'-0" St_brri_171_2
DATE: ISSUE/REV:
PERMIT
PROGRESS
PROGRESS
PERMIT REVISIONS
PRICINE. SET
PROGRESS
REVISIONS
JOB to, 10045
5CALE.
AS INDICATED
DETAILS