HomeMy WebLinkAboutPLANS 1260 Big Thompson Ave Best Western Remodel 20198
S-300
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DESIGN LOADING AND
CODE JURISDICTION:
BEST WESTERN
REMODEL
1260 BIG THOMPSON AVENUE
ESTES PARK, COLORADO
SHEET NO.INDEX OF SHEETS
S-000 PROJECT INFORMATION
S-100 BASEMENT-FOUNDATION PLAN
S-101 SLAB CONTROL JOINT PLAN
S-111 MAIN FLOOR BRACED WALLS
AND HOLD DOWN PLAN
S-500 FOUNDATION DETAILS
S-503 STRUCTURAL DETAILS
S-120 SECOND FLOOR FRAMING PLAN
LOWER ROOF/ UPPER FLOOR BRACED
WALLS AND HOLD DOWN PLAN
S-121
S-001 GENERAL NOTES
S-501 STRUCTURAL DETAILS
S-000
DETAIL NUMBER
STRUCTURAL DISCIPLINE
DETAIL SYMBOL
SHEET TYPE DESIGNATOR
SHEET SEQUENCE NUMBER
FLOOR PLAN DESIGNATOR
S-131 ROOF SNOW LOADING PLAN
S-002 SPECIAL INSPECTIONS
S-110 MAIN FLOOR FRAMING PLAN
S-502 STRUCTURAL DETAILS
S-130 ROOF PLAN
1
GENERAL NOTES:
·INTERIOR SLAB SHRINKAGE SHALL BE MAXIMUM OF 0.04 PERCENT.
·CEMENT TYPE I/II, ASTM C150.
·ALL CONCRETE SHALL BE DESIGNED, MIXED AND PLACED IN
ACCORDANCE WITH ACI 301 SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS.
·COLD WEATHER CONCRETING REQUIREMENTS PER ACI 306R:
"COLD WEATHER CONCRETING" SHALL BE STRICTLY
ADHERED TO WHEN THE AMBIENT TEMPERATURE IS 40°F OR
BELOW.
·HOT WEATHER CONCRETE PRODUCTION, DELIVERY, PLACING,
CURING, TESTING AND INSPECTION SHALL BE IN
ACCORDANCE WITH ACI 305R - HOT WEATHER CONCRETING.
·AGGREGATES: PER ASTM C33
·READY-MIXED CONCRETE SHALL COMPLY WITH ASTM C94 -
STANDARD SPECIFICATION FOR READY-MIXED CONCRETE.
·REINFORCING SHALL BE DEFORMED GRADE 60 STEEL UNLESS NOTED
OTHERWISE (U.N.O.) ON THE PLAN AND SHALL CONFORM TO ASTM A615.
·MINIMUM CONCRETE COVER SHALL BE 2" (IN) U.N.O. ON THE PLAN.
OVERLAPS SHALL BE 40 BAR DIAMETERS BUT NOT LESS THAN 24" (IN).
DETAIL REINFORCING BARS IN ACCORDANCE TO THE ACI DETAILING
MANUAL AND ACI CODE, LATEST EDITION.
·ALL FOUNDATION WALL REINFORCEMENT SHOULD BE WIRED IN PLACE.
SLAB AND FOOTING REINFORCEMENT SHALL UTILI1E CHAIRS OR OTHER
ACCEPTABLE METHODS TO ACHIEVE THE REQUIRED CROSS SECTION
LOCATION.
·CONTRACTOR SHALL PROVIDE MIX DESIGN SUBMITTALS FOR APPROVAL
PRIOR TO USE.
·IT IS THE CONTRACTORS/OWNERS RESPONSIBILITY TO VERIFY AND
COORDINATE ALL DIMENSIONS PRIOR TO CONSTRUCTION.
CONCRETE MATERIAL DESIGN PROPERTIES
STRENGTH (f 'c)MAXIMUM
W/C RATIO
AIR
ENTRAINMENT
FOUNDATIONS 4,000 0.45 5-8%
USE
DRILLED PIERS 4,500 0.45 5-8%
INTERIOR FLATWORK 4,000 N.A.N.A.
EXTERIOR FLATWORK 4,500 0.45 5-8%
ELEVATED PADS 4,000 0.45 5-8%
REINFORCING DESIGN PROPERTIES
GRADE FINISH
WWF 75 BLACK
#3 - #11 60 BLACK
SIZE
CONCRETE:
(SEE NOTE BELOW)
·ALL WELDS SHALL BE PRE-QUALIFIED WITH ULTIMATE STRENGTH OF 70
KSI, AS DEFINED BY ANSI/AWX D1.1, ORD1.3, LATEST EDITION.
·ALL MISCELLANEOUS WELDS (FIELD OR SHOP) SHALL BE MINIMUM SI1E
FILLET ALL AROUND IN ACCORDANCE WITH AISC. WELDING OF
CONTINUOUS MEMBERS SHALL BE A MINIMUM OF 2 INCHES OF 3/16 INCH
FILLET STITCH WELDS AT 12 INCHES O.C. STAGGERED EACH SIDE, UNLESS
OTHERWISE NOTED.
·COLUMN BASE PLATES, CAP PLATES AND STIFFENER PLATES SHALL BE
WELDED ALL AROUND. CONNECTIONS NOT DETAILED ON THE DRAWINGS
SHALL BE SELECTED FROM TABLE II PART 4 OF THE MANUAL OF STEEL
CONSTRUCTION OF THE ASIC. TABLE III IN PART 4 MAY BE USED IN
COMBINATION WITH TABLE II. ELECTRODES FOR ALL FIELD AND SHOP
WELDING SHALL BE CLASS E70XX.
·ALL GROUT USED UNDER STEEL COLUMN BASE PLATES SHALL BE OF
NON-SHRINKABLE TYPE AND SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 5000 PSI.
·THE STEEL SUPPLIER SHALL PROVIDE SHOP DRAWINGS TO GENERAL
CONTRACTOR AND TO THE ENGINEER TO VERIFY DESIGN INTENT.
STEEL DESIGN PROPERTIES
GRADE YIELD
PLATE/ANGLE A36 36,000
TYPE
HSS A500 GR C 50,000
W BEAM
CHANNEL
A992 50,000
A36 36,000
FINISH
PER ARCHITECT
CONNECTIONS
BOLTS A325, UNLESS NOTED OTHERWISE
WELDS GRADE 70
GROUT BED 5000 PSI, NON-SHRINK
STEEL:
ANCHOR BOLTS:
· FOUNDATION ANCHOR BOLTS SHALL CONFORM TO ASTM A325 AND BE 1/2"
(IN) DIAMETER BY 10" (IN) LONG SPACED AT 4'-0" MAXIMUM AND 12" (IN)
FROM CORNERS AND SPLICES, U.N.O. USE ENGINEERED SILL PLATE
MATERIAL.
SOILS :
·WE REQUIRE AN OPEN-HOLE OBSERVATION BE PERFORMED
BY A REPRESENTATIVE OF A QUALIFIED GEOTECHNICAL
ENGINEER. OPEN-HOLE OBSERVATIONS ARE TO VERIFY THAT
THE SOIL CONDITIONS ARE CONSISTENT WITH THOSE
ASSUMED.
·SOILS CONDITIONS INCONSISTENT WITH THE SOILS REPORT
MAY REQUIRE ADDITIONAL EVALUATION OR A FOUNDATION
REDESIGN, AND SHOULD BE BROUGHT TO THE ATTENTION OF
THE FOUNDATION ENGINEER.
·ALL FOOTINGS, PADS, OR PIERS (EXCEPT INTERIOR BASEMENT
PADS) SHALL BE A MINIMUM OF 30" (IN) BELOW GRADE, OR PER
LOCAL CODE, AND SHOULD BEAR UPON UNDISTURBED NATIVE
SOILS OR STRUCTURAL FILL ACCEPTABLE TO THE
GEOTECHNICAL ENGINEER.
·WE RECOMMEND FOUNDATION WALLS NOT BE BACKFILLED
FOR A MINIMUM OF EIGHT DAYS AFTER PLACEMENT OF
CONCRETE. PRIOR TO BACKFILLING, WE RECOMMEND
DAMP-PROOFING FOR ALL FOUNDATION WALLS THAT RETAIN
EARTH AND ENCLOSE INTERIOR SPACES AS REQUIRED BY
LOCAL CODE.
·ALL FLOOR SYSTEMS SHOULD BE IN PLACE BEFORE
BACKFILLING AGAINST ANY FOUNDATION WALL, OR AS AN
ALTERNATIVE ADEQUATELY BRACE THE FOUNDATION.
FOUNDATION SOILS
DESCRIPTION
MAXIMUM ALLOWABLE PRESSURE 4000 psf
FOOTINGS - BEARING CONDITIONS
MINIMUM DEAD LOAD REQUIRED
DESIGN EARTH PRESSURE
0 psf
50 pcf (EFP)
30 INCHESFROST DEPTH
ASSUMED SOILS PER IBC 2015 TABLE
1806.2
FRAMING :
·ALL FRAMING SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE
GOVERNING CODE. ALL CONNECTIONS OR MEMBERS NOT SHOWN ARE
PER CODE. ALL MANUFACTURED WOOD PRODUCTS SHALL BE INSTALLED
PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS.
·FLOOR SHEATHING SHALL BE NAILED WITH 8D NAILS @ 6" ON-CENTER
EDGES, 12" ON-CENTER INTERMEDIATE SUPPORTS. PROVIDE BLOCKING AT
SUPPORTS AS REQUIRED BY CODE.
·ALL EXTERIOR WALL FRAMING SHALL BE 7/16" STRUCTURAL RATED OSB
SHEATHING OVER 2X6 STUDS @ 16" ON-CENTER UNLESS NOTED
OTHERWISE.
·BUILT UP COLUMNS ARE 3-2XWALL THICKNESS HF#2 OR BETTER UNLESS
NOTED OTHERWISE ON THE PLANS.
·ROOF SHEATHING SHALL BE FASTENED WITH 10d NAILS @ 6" ON-CENTER
EDGES, 12" O.C. FIELD.
·ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
·PROVIDE SOLID BLOCKING TO TRANSMIT ALL POINT LOADS CONTINUOUS
TO THE FOUNDATION AS NECESSARY.
·IF THERE ARE 20 PERCENT OF OVERDRIVEN NAILS IN SHEATHING, THEN
SHEATHING MUST BE RENAILED WITH PROPER GUN PRESSURE NOT TO
BREAK SURFACE OF SHEATHING.
·ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE
TREATED LUMBER SHALL BE G185 HOT-DIP GALVANI1ED, TYPE 304
STAINLESS STEEL OR TYPE 316 STAINLESS STEEL.
DESIGN PROPERTIES FRAMING LUMBER
'E'
ENGINEERED LUMBER 2.0 E6
DESCRIPTION
LVL
LSL
23/32"
Fb
2450
1600
850
10d NAILS
1.3 E6
0.9 E6
TYPE
7/16" OSB
19/32" OSB
ENGINEERED LUMBER
DIMENSIONAL LUMBER
FLOOR SHEATHING
WALL SHEATHING
ROOF SHEATHING
HEM FIR #2
8d NAILS
10d NAILS
DESIGN PROPERTIES TIMBERS/GLULAMS
'E'
INTERIOR GLULAM 1.8 E6
DESCRIPTION
24F-V8
* ALASKAN YELLOW CEDAR OR PORT ORFORD CEDAR
FL
2450
2200
1000
1.6 E6
1.6 E6
TYPE
EXTERIOR GLULAM
TIMBERS DOUG FIR #1
* A.Y.C.
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SHEET NUMBER:
16
9
2
B
I
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P
S
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N
A
V
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N
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A
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(9
7
0
)
5
8
6
-
9
1
4
0
TDM/SBH
DES
FC08673.000
10/07/2019
BE
S
T
W
E
S
T
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R
N
R
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M
O
D
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L
12
6
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1
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X
NUMBER SIGNIFIES WIDTH
OF 12" DEEP MIN. CONTINUOUS FOOTING,
(MATCH EXISTING)
FOUNDATION LEGEND
4"
ALL PADS TO BEAR UPON UNDISTURBED NATIVE
SOIL OR STRUCTURAL FILL APPROVED BY THE
GEOTECHNICAL ENGINEER.
TOP OF PAD EQUAL BOTTOM OF SLAB.
ALL FOOTINGS TO BEAR UPON NATIVE
UNDISTURBED SOIL OR STRUCTURAL FILL
APPROVED BY THE GEOTECHNICAL
ENGINEER.
BOTTOM OF FOOTINGS TO BE A MINIMUM 30"
(IN) BELOW FINISH GRADE.
PROVIDE "J" DOWELS TO MATCH WALL
REINFORCEMENT ABOVE
FOOTINGS LESS THAN 24" WIDE (2) #5 CONT.
TH
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WIDTH
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NUMBER SIGNIFIES WIDTH
OF 12" DEEP MIN. CONTINUOUS THICKENED
FOOTING, (MATCH EXISTING)TE-24
FOOTINGS 24" AND WIDER (3) #5 CONT. & (1)
#5 TRANS. @ 24" O.C.
Assumed allowable bearing pressure:
Soils: Assumed per 2015 IBC Table 1806.2 and to be
verified at Open-hole by CTL I THOMPSON.
Max. 4000 psf
S-001
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SHEET NUMBER:
16
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2
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DES
FC08673.000
10/07/2019
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S
T
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T
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R
N
R
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M
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SHEET NUMBER:
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2
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DES
FC08673.000
10/07/2019
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S-002
CF
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CF
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6
CF-22 CF-22
CF-18
CF
-
1
6
CF-16 CF
-
1
2
CF-12
CF
-
1
2
CF-12
CF
-
1
2
CF
-
1
6
CF
-
2
4
CF-16
CF
-
2
4
CF-16
CF-16
CF
-
1
6
CF
-
1
6
CF-16
CF-16
CF
-
2
0
1'-10"
21'-81 4"
1'-10"
26'-112"
1'-10"
20'-63 4"
1'-10"
19'-1112"
1'-10"
21'-93 4"
1'-10"
26'-5"
1'-10"
20'-61 4"
1'-10"
28'-5" ± (VERIFY)
14'-0"12'-23 4"24'-812"25'-212"25'-83 4"12'-113 4"13'-314"19'-3"13'-63 4"9'-9"28'-112" (VERIFY)
12'-412"17'-5"16'-3"14'-81 4"11'-812"30'-41 4"
10'-212"
(VERIFY)
14'-1112"12'-312"11'-51 4"12'-11"19'-6"16'-212"
10'-212"16'-812"
51'-33 4"
6"
7'-51 4"5'-1"37'-1112"2'-6"
1'-5"
2'-6"12'-33 4"18'-012"17'-014"
3'-2"
18'-812"
3'-2"
3'
-
0
"
2'
-
6
"
29
'
-
1
0
3
4"
3'
-
2
"
38
'
-
7
"
3'
-
0
"
2'
-
6
"
29
'
-
1
0
3
4"
3'
-
2
"
1'
-
1
0
"
26
'
-
9
3
4"
32
'
-
2
12"
17
'
-
5
12"
6'
-
6
"
31
'
-
8
3
4"
23
'
-
9
12"
21
'
-
6
3
4"
1'
-
1
0
"
47
'
-
2
"
40
'
-
4
"
2'
-
1
1
4"
35
'
-
7
"
47'-13 4"
140'-7"
CF-16
CF
-
1
6
CF-16
CF-16
CF
-
2
4
8'
-
5
"
23
'
-
3
3
4"
21'-712"
27
'
-
1
3
4"
89'-314"
17'-8"
68'-43 4"
6'-93 4"
8'-6"
6'-0"
VOID
6'-012"6'-012"
49
'
-
8
"
28
'
-
7
3
4"
MINIMUM CF-16 EXISTING (ASSUMED)
9'
-
1
0
12"
9'
-
1
0
12"
1'
-
1
0
"
MINIMUM CF-16
EXISTING (ASSUMED)
MI
N
.
C
F
-
1
6
EX
I
S
T
I
N
G
(A
S
S
U
M
E
D
)
MI
N
.
C
F
-
1
6
EX
I
S
T
I
N
G
(A
S
S
U
M
E
D
)
MI
N
.
C
F
-
1
6
E
X
I
S
T
I
N
G
(
A
S
S
U
M
E
D
)
4'
-
0
"
4'
-
0
"
12'-1012"13'-0"
7'-13 4"8'-53 4"
4'-0"
4'-0"
11
'
-
2
12"
15
'
-
2
14"
11
'
-
1
0
14"
4'-0"
11
'
-
3
3
4"
11
'
-
1
1
3
4"
4'
-
0
"
12'-4"
4'
-
0
"
15'-23 4"
10
14"
3'
-
7
12"
10
'
-
8
12"
16
'
-
6
12"
16'-81 4"
6'-53 4"
MI
N
.
C
F
-
1
6
EX
I
S
T
I
N
G
(A
S
S
U
M
E
D
)
6'
-
1
0
12"
16
'
-
1
0
3
4"
139'-41 4"
117'-83 4"21'-71 4"
6'
-
7
3
4"
CF-16
8'-83 4"
9'
-
1
0
"
9'-312"
14'-1112"
15'-13 4"
1'
-
9
12"
5'
-
1
1
3
4"
5'
-
5
12"
1'-103 4"
11
'
-
1
0
"
11
'
-
2
12"
99
'
-
0
3
4"
CF-16
CF-16
CF
-
1
6
CF
-
1
6
5'-1114"
16
'
-
1
1
1
4"
23'-23 4" (VERIFY)
13
'
-
2
"
7'
-
8
12"
8'
-
1
0
"
2'
-
0
12"
6'-61 2"
6'
-
8
3
4"
1'-5"
13 4"
13
4"
8'
-
6
12"
CF
-
1
6
CF
-
1
6
CF
-
1
6
CF
-
1
6
CF
-
1
6
CF
-
1
6
CF
-
1
6
CF
-
1
8
CF
-
1
6
CF
-
1
6
CF
-
1
6
CF
-
2
0
CF
-
1
6
CF
-
1
6
CF
-
1
6
CF
-
2
0
CF
-
1
6
CF
-
1
6
CF
-
1
6
CF
-
1
8
CF
-
1
6
C
T
L
T
H
O
M
P
S
O
N
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
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E
N
T
:
co
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a
c
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:
DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:
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1
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SHEET NUMBER:
16
9
2
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
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K
,
C
O
L
O
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A
D
O
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V
E
L
A
N
E
(9
7
0
)
5
8
6
-
9
1
4
0
TDM/SBH
DES
FC08673.000
10/07/2019
BE
S
T
W
E
S
T
E
R
N
R
E
M
O
D
E
L
12
6
0
B
I
G
T
H
O
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P
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O
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A
V
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N
U
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ES
T
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S
P
A
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K
,
C
O
L
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R
A
D
O
BA
S
1
C
S
A
R
C
H
I
T
E
C
T
U
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E
15OF SHEETS
RE
V
I
S
E
D
G
L
-
D
T
O
B
E
A
R
I
N
G
W
A
L
L
A
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M
A
I
N
.
R
E
V
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S
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D
S
N
O
W
L
O
A
D
C
O
E
F
F
.
10
.
3
1
.
1
9
FOUNDATION PLAN
SCALE 1/8" = 1'-0"
FO
U
N
D
A
T
I
O
N
P
L
A
N
S-100
28x28x12
28x28x12
28x28x12 42x42x12 42x42x12 56x56x12 50x50x12
36x36x12 30x30x12 36x36x12
44x44x12
38x38x12 42x42x12 28x28x12 44x44x12 42x42x12
32x32x12
38x38x36 38x38x36
30x30x36
30x30x36
54x54x12 32x32x12 44x44x12 46x46x12 28x28x12 26x26x12
NOTE: IT IS ASSUMED THAT THE EXISTING MAIN FLOOR
JOISTS AND ROOF TRUSSES DISTRIBUTE LOAD
UNIFORMLY TO THE PORTIONS OF THE EXISTING
FOUNDATION SHOWN ON THIS PLAN. THEREFORE IT IS
ASSUMED THAT NO EXISTING CONCENTRATED LOAD
BEARING POINTS FALL ON THESE WALLS. CONTACT
CTL|THOMPSON FOR FOUNDATION RE-EVALUATION IF
ANY EXISTING POINTS OF CONCENTRATED LOAD
BEARING ARE OBSERVED.
NOTE: BASED ON AVAILABLE INFORMATION, THE
EXISTING FOUNDATION WALLS SHOWN ON THIS PLAN
ARE ASSUMED TO HAVE FOOTINGS A MINIMUM OF 16"
WIDE. IF FOOTINGS LESS THAN 16" WIDE ARE
OBSERVED, CONTACT CTL|THOMPSON FOR A
FOUNDATION RE-EVALUATION.
32x32x12 32x32x12
42x42x12
28x28x12
20x20x12
24x24x12
24x24x12
24x24x12
24x24x12
24x24x12 24x24x12
4
S-500
10
S-500
1
S-500
2
S-500
2
S-500
9
S-500
2
S-500
4
S-500
4
S-500
5
S-500
6
S-500
7
S-500
5
S-500
2
S-500
DOOR
BLOCKOUT
DOOR BLOCKOUT
DOOR
BLOCKOUT 24x24x12
8
S-500
8
S-500
3
S-500
SIM
11
S-500
11
S-500
12
S-500
6
S-500
4
S-500
4
S-500
4
S-500
3
S-500
3
S-500
3
3
3
3
ELEVATOR
PIT
1
S-501
22x22x12
3
3
3
3
3
3
28x28x12
28x28x12 28x28x12
28x28x12 28x28x12 28x28x12
TYPICAL ELEVATIONS
TOP OF WALL = 99'-814"
TOP OF PAD = 89'-8"
TOP OF FTG = 89'-8"
BASEMENT SLAB; 4"
CONCRETE SLAB WITH (1) #3
BAR @ 24" O.C. EACH WAY
OVER 4" CLEAN GRAVEL
POOL AREA SLAB; 4"
CONCRETE SLAB WITH (1) #3
BAR @ 24" O.C. EACH WAY
OVER 4" CLEAN GRAVEL
SIM.
ELEV
.
FF
90'-0"
EL
E
V
.
T.O
.
W
.
10
0
'
-
0
"
SIM.
TOW=90'-0"
ELEV.
FS
86'-0"
SIM.
SIM.
POOL BY OTHERS
ELEV
.
FS
100'-0
"
10
S-500
3
S-500
SIM
SIM
9
S-500
SIM
2
S-500
NOTE:
TYPICAL ELEVATIONS
APPLY U.N.O. ON PLAN
3
S-500
SIM
EL
E
V
.
T.O
.
W
.
10
0
'
-
0
"
ELEV
.
100'-
0
"
T.O.W
.
ELE
V
.
T.O
.
W
.
100
'
-
0
"
ELE
V
.
90'-
0
"
T.O
.
W
.
EL
E
V
.
98
'
-
1
0
"
T.O
.
F
.
E
L
E
V
.
9
0
'
-
0
"
T
.
O
.
W
.
ELE
V
.
T.O
.
W
.
100
'
-
0
"
T.
O
.
W
.
=
9
8
'
-
8
3
8"
ELEV.
T.O.W.
100'-0"
NOTE: ALL EXISTING
FOUNDATIONS CALLED OUT
ON PLANS ARE MINIMUMS.
VERIFY EXISTING
FOUNDATIONS DURING
DEMOLITION. CONTACT
CTL|THOMPSON RE: ALL
DISCREPANCIES.
1
1
26x26x12 11
S-503
C
T
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P
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PR
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A
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:
CL
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:
co
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c
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:
DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:
RE
V
I
S
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/
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40
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N
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t
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k
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Fo
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s
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C
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8
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5
2
4
P:
9
7
0
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2
0
6
-
9
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5
5
F:
9
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0
-
2
0
6
-
9
4
4
1
ww
w
.
c
t
l
t
.
c
o
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SHEET NUMBER:
16
9
2
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
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ST
E
V
E
L
A
N
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(9
7
0
)
5
8
6
-
9
1
4
0
TDM/SBH
DES
FC08673.000
10/07/2019
BE
S
T
W
E
S
T
E
R
N
R
E
M
O
D
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L
12
6
0
B
I
G
T
H
O
M
P
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A
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N
U
E
ES
T
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S
P
A
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K
,
C
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L
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R
A
D
O
BA
S
1
C
S
A
R
C
H
I
T
E
C
T
U
R
E
15OF SHEETS
RE
V
I
S
E
D
G
L
-
D
T
O
B
E
A
R
I
N
G
W
A
L
L
A
T
M
A
I
N
.
R
E
V
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S
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D
S
N
O
W
L
O
A
D
C
O
E
F
F
.
10
.
3
1
.
1
9
SLAB CONTROL JOINT PLAN
SCALE 1/8" = 1'-0"
SL
A
B
C
O
N
T
R
O
L
JO
I
N
T
P
L
A
N
MAX. JOINT SPACING SHALL BE 15 FEET IN
EITHER DIRECTION.
SLAB AND CONTROL JOINT DETAIL
3"
C
L
E
A
R
SURFACE SEALANT AS
REQUESTED BY OWNER.
1
4" WIDE CONSTRUCTION JOINT. JOINT DEPTH
SHALL BE 1
4 OF SLAB DEPTH PLUS 1
4". SEAL
WITH JOINT SEALANT.
REINFORCED CONCRETE SLAB-ON-GRADE
PER PLAN, S-100, (AT CONSTRUCTION JOINT;
EXTEND REBAR 24" FROM FIRST POUR).
4" MIN. BASE COURSE OF CLEAN GRAVEL OR
CRUSHED STONE, SLOPE FOUNDATION
SUBGRADE TO MATCH SLOPE OF SLAB IN
ORDER TO MAINTAIN SLAB THICKNESS
S-101
NOTE: ALL JOINTS MAY BE SAW CUT. CONSTRUCTION
JOINT CAN REPLACE ANY SAW-CUT JOINT AT THE
DISCRETION OF THE CONTRACTOR.
POOL BY OTHERS
CONTROL JOINT PER DETAILS
THIS SHEET, TYPICAL
POOL SLAB PER
S-100
W10x68 STEEL
BEAM (FLUSH)
HS
S
3
1
2"x
3
1
2"
MAIN FLOOR FRAMING PLAN
C
T
L
T
H
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P
S
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N
PR
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C
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L
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:
CL
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:
co
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:
DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:
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V
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/
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312
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s
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C
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8
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5
2
4
P:
9
7
0
-
2
0
6
-
9
4
5
5
F:
9
7
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-
2
0
6
-
9
4
4
1
ww
w
.
c
t
l
t
.
c
o
m
SHEET NUMBER:
16
9
2
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
ST
E
V
E
L
A
N
E
(9
7
0
)
5
8
6
-
9
1
4
0
TDM/SBH
DES
FC08673.000
10/07/2019
BE
S
T
W
E
S
T
E
R
N
R
E
M
O
D
E
L
12
6
0
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
BA
S
1
C
S
A
R
C
H
I
T
E
C
T
U
R
E
15OF SHEETS
RE
V
I
S
E
D
G
L
-
D
T
O
B
E
A
R
I
N
G
W
A
L
L
A
T
M
A
I
N
.
R
E
V
I
S
E
D
S
N
O
W
L
O
A
D
C
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E
F
F
.
10
.
3
1
.
1
9
MA
I
N
F
L
O
O
R
FR
A
M
I
N
G
P
L
A
N
S-110
SCALE 1/8" = 1'-0"
(2
)
1
3
4"
x
1
1
7
8"
LV
L
(
F
L
U
S
H
)
HSS5
1
2 "x5
1
2 "
H
S
S
5
1
2
"x5
1
2
"
HSS5
1
2 "x5
1
2
"
HSS5
1
2
"x5
1
2"
HSS5
1
2
"x5
1
2 "
LVL28
117 8" TJI 210 FLOOR
JOISTS @ 12" O.C.
117 8" TJI 210
FLOOR JOISTS
@ 16" O.C.
(2)117 8 " TJI 230 FLOOR
JOISTS @ 12" O.C.
BELOW PLANTER
117 8" TJI 210 FLOOR
JOISTS @ 16" O.C.
(2) 117 8" TJI 230 FLOOR
JOISTS @ 12" O.C.
BELOW PLANTER
W10x33 STEEL BEAM
(4 SPAN FLUSH)
HSS5
1
2
"x5
1
2 "
HSS5
1
2 "x5
1
2 "
HSS5
1
2
"x5
1
2
"
H
S
S
5
1
2 "x5
1
2 "
H
S
S
5
1
2
"x5
1
2 "
HSS3
1
2"
x
3
1
2"
NOTE: EXISTING FLOOR
JOISTS TO REMAIN
W12x26 STEEL BEAM
(2 SPAN FLUSH)
W12x96 STEEL BEAM
(2 SPAN FLUSH)
W12x120 STEEL BEAM
(2 SPAN FLUSH)
W12x40 STEEL BEAM
(2 SPAN FLUSH)
W12x26 STEEL BEAM
(2 SPAN FLUSH)
LVL28
(4) T
(
4
)
T
(4) T (3) T
(
3
)
T
(
5
)
T
(3) T
LVL312 CONTINUOUS LVL310 LVL312
CONTINUOUS
LVL28 LVL310
(
4
)
T
LVL210 LVL312
CONTINUOUS
LVL314
CONTINUOUS
(
5
)
T
(
3
)
T
LVL316
(
3
)
T
(
3
)
T
LVL314
(
3
)
T
(
3
)
T
LVL210
(
3
)
T
LVL212
(
3
)
T
(
3
)
T
(2
)
1
3
4"
x
1
1
7
8"
LV
L
(
F
L
U
S
H
)
(4) 13 4" x 117 8"
LVL (FLUSH)
LVL212
HS
S
3
1
2"x
3
1
2"
H
S
S
3
1
2
"
x
3
1
2
"
H
S
S
3
1
2"x
3
1
2"
(3
)
1
3
4"
x
11
7
8"
L
V
L
(F
L
U
S
H
)
H
S
S
3
1
2"x
3
1
2"
W10x33 STEEL BEAM
(3 SPAN FLUSH)
W10x26 STEEL BEAM
(3 SPAN FLUSH)
W10x68 STEEL BEAM (3 SPAN FLUSH)
HSS3
1 2 "x3 1 2 "
H
S
S
3
1
2
"
x
3
1
2
"
H
S
S
5
1
2
"
x
5
1
2
"
H
S
S
3
1
2
"
x
3
1
2
"
H
S
S
5
1
2
"
x
5
1
2
"(3) 13 4" x 117 8"
LVL (FLUSH)
(3) 2x6
(2
)
1
3
4"
x
1
1
7
8"
L
V
L
(F
L
U
S
H
)
W10x19 STEEL BEAM
(2 SPAN FLUSH)
LV
L
3
1
0
(
4
)
2
x
6
W10x30
(FLUSH)
BP
HSS5
1
2
"x5
1
2"
W10x15 (3 SPAN
FLUSH)
BP
LVL212
W10x45 (FLUSH)
LVL310
LVL312
HSS51 2 "x51 2 "
CONT. FRO
M
2ND FLR.
NOTE: FLOOR JOISTS ARE
(1) 117 8" TJI 210 @ 16" O.C.,
U.N.O.
LVL212
(4) T
LVL212
(4)
T
HF28
LVL28
B
P
B
P
B
P
BP
B
P
BP
H
S
S
5
1
2"
x
5
1
2"
H
S
S
5
1
2"x
5
1
2"
C
O
N
T
.
F
R
O
M
2
N
D
F
L
R
.
NOTE: EXISTING ROOF TRUSSES
AT THIS LOCATION ARE ASSUMED
TO BEAR AT OR ABOVE THE W10x22
STEEL BEAM (I.E. DIRECT BEARING
ON THE STEEL BEAM) AT THE
UPPER FLOOR LEVEL. IF THE
TRUSSES WILL BEAR BELOW THE
UPPER FLOOR LEVEL, DIRECTLY
ON THE LVL BEAM AT THIS LEVEL,
NOTIFY CTL|THOMPSON.
9
S-502
BP
NOTE: EXISTING ROOF TRUSSES
AT THIS LOCATION ARE ASSUMED
TO BEAR AT OR ABOVE THE W10x22
STEEL BEAM ABOVE (UPPER FLOOR
LEVEL). IF THE TRUSSES WILL BEAR
BELOW THE W10x22 BEAM, DIRECT
LOADING THE (2) 13 4"x117 8" LVL
BEAR AT T HE MAIN FLOOR LEVEL,
NOTIFY CTL|THOMPSON.
NOTE: SEE SHEET S-111 FOR
SHEAR REQUIREMENTS.
11
S-501
9
S-502
9
S-502
HSS51 2"x512"
W
P
S
E
R
I
E
S
H
A
N
G
E
R
O
N
L
S
L
S
E
C
T
I
O
N
O
F
N
A
I
L
E
R
(3) 13 4" x 117 8"
LVL (FLUSH)
MGU5.5-SDS
6
S-502
11
S-501
11
S-501
TYPICAL ELEVATIONS
TOP OF STEEL W10 = 99'-814"
TOP OF STEEL W12 = 99'-93 4"
FF = 100'-0"
HEADER SCHEDULE
HEADER SIZE MATERIAL
(1) 2x2-2X8 HF #2
(2) 2x
HF28
HF212
# OF TRIMMER STUDS PER
SIDE UNLESS NOTED
OTHERWISE ON PLANS
(2) 2x2-2X10 HF #2HF210
2-1 3/4"X7 1/4"LVL (2) 2xLVL28
3-1 3/4"X7 1/4"LVL (2) 2xLVL38
2-1 3/4"X9 1/4"LVL (2) 2xLVL210
3-1 3/4"X9 1/4"LVL (2) 2xLVL310
2-1 3/4"X11 7/8"LVL (2) 2xLVL212
3-1 3/4"X11 7/8"LVL (2) 2xLVL312
3-1 3/4"X14"LVL (2) 2xLVL314
3-1 3/4"X16"LVL (2) 2xLVL316
HF #22-2X12
(2) 2xHF312HF #23-2X12
KING STUD SCHEDULE
OPENING WIDTH
FROM
(1) 2x12"
TO
2'-6"
2'-7"6'-0"
6'-1"10'-0"
(2) 2x
(3) 2x
# OF KING STUDS PER
SIDE UNLESS NOTED
OTHERWISE ON PLANS
T=NUMBER OF TRIMMER STUDS EACH SIDE
K=NUMBER OF KIND STUDS EACH SIDE
#T,#
K
HANGER SCHEDULE
CONNECTION LOCATION CONNECTOR
I-JOIST TO FLUSH WOOD BEAM IUS-SERIES
(2) I-JOIST TO FLUSH WOOD BEAM HU-SERIES
SAWN JOIST TO FLUSH WOOD BEAM HU-SERIES
WOOD POST TO FOUNDATION ABU-SERIES
WOOD POST TO BEAM ABOVE BC-SERIES
(1)-LVL TO FLUSH WOOD BEAM ITS-SERIES
(2)-LVL TO FLUSH WOOD BEAM
(3)-LVL TO FLUSH WOOD BEAM
NOTE: FOR EXTERIOR APPLICATIONS WHERE ACQ
TREATED LUMBER WILL BE USED, ALL HANGERS MUST
HAVE 1MAX CORROSION PROTECTION.
(4)-LVL TO FLUSH WOOD BEAM HU/HUC-SERIES
HU/HUC-SERIES
HU/HUC-SERIES
I-JOIST TO FLUSH W12x_BA-SERIES
I-JOIST TO NAILER PLATE FLUSH W10x_WP-SERIES
WOOD OR LVL BEAM TO FLUSH W12x BA-SERIES
WOOD OR LVL BEAM TO NAILER PLATE,
FLUSH W10x_
WP-SERIES
BP
NOTE: THE PLANTER IS ASSUMED
TO HOLD A MAXIMUM 3'-0" DEPTH
OF TOPSOIL WEIGHING 100 PCF.
NOTIFY CTL|THOMPSON IF THE
DEPTH OF SOIL CONTAINED IN THE
PLANTER EXCEEDS 3'-0".
NOTE: THE PLANTER IS ASSUMED
TO HOLD A MAXIMUM 3'-0" DEPTH
OF TOPSOIL WEIGHING 100 PCF.
NOTIFY CTL|THOMPSON IF THE
DEPTH OF SOIL CONTAINED IN THE
PLANTER EXCEEDS 3'-0".
9
S-501
W10x19 STEEL
BEAM (2 SPAN
FLUSH)
9
S-501
2x12 FLOOR
LEDGER
512" x 11 4" LSL FULL HGT.
STUDS @ 16" O.C. @
ELEVATOR WALLS
2x12 FLOOR LEDGER
AT STAIR LANDING
(2) 13 4" x 117 8"
LVL (FLUSH)
H
U
C
Q
4
1
2
-
S
D
S
6
S-502
(2) 13 4"x
117 8" LVL
(2) 13 4"x
117 8" LVL
(2) 13 4"x
117 8" LVL
(5)
T
LVL312
(3)
T
HF312 LVL210 LVL210 LVL38
(3)
T
LVL312 LVL210 LVL38 HF312
HF312
1
1
MAIN FLOOR BRACED WALLS AND HOLD DOWN PLAN
C
T
L
T
H
O
M
P
S
O
N
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
co
n
t
a
c
t
:
DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:
RE
V
I
S
I
O
N
/
I
S
S
U
E
DA
T
E
NO
.
312
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
A
C
C
O
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P
A
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SP
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C
I
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,
A
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C
A
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I
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B
Y
A
N
Y
ME
T
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W
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P
A
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A
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C
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D
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A
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N
S
.
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L
|
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P
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N
,
I
N
C
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P
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A
T
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D
AL
L
R
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H
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S
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S
E
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V
E
D
.
CT
L
I
T
H
O
M
P
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O
N
I
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C
O
R
P
O
R
A
T
E
D
40
0
N
o
r
t
h
L
i
n
k
L
a
n
e
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
4
P:
9
7
0
-
2
0
6
-
9
4
5
5
F:
9
7
0
-
2
0
6
-
9
4
4
1
ww
w
.
c
t
l
t
.
c
o
m
SHEET NUMBER:
16
9
2
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
ST
E
V
E
L
A
N
E
(9
7
0
)
5
8
6
-
9
1
4
0
TDM/SBH
DES
FC08673.000
10/07/2019
BE
S
T
W
E
S
T
E
R
N
R
E
M
O
D
E
L
12
6
0
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
BA
S
1
C
S
A
R
C
H
I
T
E
C
T
U
R
E
15OF SHEETS
RE
V
I
S
E
D
G
L
-
D
T
O
B
E
A
R
I
N
G
W
A
L
L
A
T
M
A
I
N
.
R
E
V
I
S
E
D
S
N
O
W
L
O
A
D
C
O
E
F
F
.
10
.
3
1
.
1
9
MA
I
N
F
L
O
O
R
B
R
A
C
E
D
WA
L
L
-
H
D
P
L
A
N
S-111
SCALE 1/8" = 1'-0"
2
2
3 3
3 3
NOTES*
HOLDDOWN (HD) SCHEDULE
HD #MANUF. / MODEL
1
HD'S AS SHOWN ARE IN APPROXIMATE LOCATIONS.
FIELD LOCATE HD'S AT CORNERS, EDGE OF OPENINGS
ABOVE, OR ENDS OF REQUIRED SHEAR WALLS (SEE
ARCH PLANS FOR DIMENSIONS)
SYMBOL
2 SIMPSON MSTC66B3
EQUAL LENGTH OF STRAP TOP AND BOTTOM OVER RIM.
STRAP EACH SIDE OF WALL TO BEAM BELOW.
CS14 STRAP WITH 16" END LENGTHS
(TO POST ABOVE AND BELOW
1. ALL EXTERIOR SHEATHING VERTICAL EDGES SHALL FALL UPON 2X6 STUDS SPACED 16" O/C TYP (SEE PLAN).
2. HORI1ONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SI1E TO THE STUDDING EXCEPT WHERE WAIVED BY THE
INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIAL SHOWN ABOVE.
3. EXTERIOR WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO
THE FRAMING ABOVE IN ACCORDANCE WITH IBC TABLE 2340.10.1.
4. WHERE JOISTS ARE PERPENDICULAR TO INTERIOR BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND
IN-LINE WITH THE BRACED WALL PANELS.
5. WHERE JOISTS ARE PARALLEL TO THE INTERIOR BRACED WALL LINES ABOVE DOUBLE JOISTS SHALL BE INSTALLED UNDER AND
IN-LINE WITH THE BRACED WALL LINE ABOVE.
6. ATTACH BOTTOM PLATE OF INTERIOR WIND SHEAR WALLS TO BLOCKING/BEAMS WITH (3) 16d COMMON NAILS AT 16" (in.) O.C. (OR
(1) 16d COMMON NAIL AT 5" (in.) O.C.).
BRACED WALL PANEL SCHEDULE - STUDS @ 16"
NOTES:
7/16"
8d COMMON
16 ga 1 3/4" STAPLES
12"6"
6"3"
7/16"8d COMMON 12"3"
1/2"
1
OSB or PLYWOOD
ONE SIDE
GYPSUM BOARD
BOTH SIDES
OSB or PLYWOOD
EXTERIOR ONLY
RATED STRUC.
SHEATHING TYPE
ALL EXTERIOR
UNLESS NOTED
OTHERWISE
SHTH. THICKNESS
MINIMUM
WALL
DESIGNATION
HORI1ONTAL
EDGES
BLOCKED?
CONNECTOR TYPE
(OR EQUAL)
EDGE SPACING FIELD SPACING
YES
(NOTE 2)
YES
(NOTE 2)
4"4"2 YES
(NOTE 2)
3 SIMPSON STHD14RJ
SB1x30 EMBED. INSTALL PER MANUFACTURER`S
SPECIFICATIONS. ATTACH HDU TO (4) 2x6 COLUMN
(MIN.)
16 ga 1 3/4" STAPLES
3
3
3
3
4
S-503
4
S-503
4
S-503
4
S-503
4
S-503
211
212
214
213
215
216
217 218 219
220
221 222 223 224 225
MECH/STRG
226 227
228
229
233
232
231
230
HALLWAY
MNGR.
APT.
DRIVE
WOMEN'S
RR
111
MEN'S
RR
110
VEST.
100
SUNDRY
105 ELEV.
LOBBY
109
BACK
OFFICE
104
DESK
103
LOBBY
101
HALLWAY
114
LOUNGE
102
ENTRY
113
TECH.
106
STRG
EMPLY
RR
POOL
HOUSE
112
MECH.
MECH./
STRG
BAG
STRG
VEND.
107
DESK
103
LOBBY
FLA
T
B
O
T
T
O
M
R
O
O
F
TRU
S
S
E
S
B
Y
O
T
H
E
R
S
HS
S
5
1 2"x
5
1 2"
(3
)
T
(
3
)
T
W10x26 STEEL BEAM
(3 SPAN FLUSH)
117 8" TJI 210 FLOOR
JOISTS @ 12" O.C.
LOWER ROOF / UPPER FLOOR FRAMING PLAN
C
T
L
T
H
O
M
P
S
O
N
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
co
n
t
a
c
t
:
DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:
RE
V
I
S
I
O
N
/
I
S
S
U
E
DA
T
E
NO
.
312
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
A
C
C
O
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P
A
N
Y
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N
G
SP
E
C
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F
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T
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S
,
A
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T
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A
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B
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ME
T
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A
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T
A
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T
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N
S
.
CO
P
Y
R
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G
H
T
CT
L
|
T
H
O
M
P
S
O
N
,
I
N
C
O
R
P
O
R
A
T
E
D
AL
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
CT
L
I
T
H
O
M
P
S
O
N
I
N
C
O
R
P
O
R
A
T
E
D
40
0
N
o
r
t
h
L
i
n
k
L
a
n
e
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
4
P:
9
7
0
-
2
0
6
-
9
4
5
5
F:
9
7
0
-
2
0
6
-
9
4
4
1
ww
w
.
c
t
l
t
.
c
o
m
SHEET NUMBER:
16
9
2
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
ST
E
V
E
L
A
N
E
(9
7
0
)
5
8
6
-
9
1
4
0
TDM/SBH
DES
FC08673.000
10/07/2019
BE
S
T
W
E
S
T
E
R
N
R
E
M
O
D
E
L
12
6
0
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
BA
S
1
C
S
A
R
C
H
I
T
E
C
T
U
R
E
15OF SHEETS
RE
V
I
S
E
D
G
L
-
D
T
O
B
E
A
R
I
N
G
W
A
L
L
A
T
M
A
I
N
.
R
E
V
I
S
E
D
S
N
O
W
L
O
A
D
C
O
E
F
F
.
10
.
3
1
.
1
9
LO
W
E
R
R
O
O
F
/
U
P
P
E
R
FL
O
O
R
F
R
A
M
I
N
G
P
L
A
N
S-120
SCALE 1/8" = 1'-0"
CORRIDOR BEARING WALL
CORRIDOR BEARING WALL
(3) 13 4"x18" LVL
OR GIRDER TRUSS BY
OTHERS
ENGINEER
E
D
R
O
O
F
TRUSSES
B
Y
O
T
H
E
R
S
BALCONY DECK LEDGER
(3) 13 4" x 22" LVL
DECK BEAM
BEARING WALL
CANTILEVER
BEAM 4' MAX.
BE
A
R
I
N
G
W
A
L
L
CANTILEVER
BEAM
CANTILEVER
BEAM
(
4
)
2
x
6
(4)
2
x
6
(6) 2x6 TO
H
D
R
.
(
5
)
2
x
6
T
O
H
D
R
.
HF28
(3) 13 4" x 24" LVL OR
63 4"x21" GLULAM (24F-V4)
(3) 13 4" x 24" LVL OR
63 4"x21" GLULAM (24F-V4)
HF28
(4) 2x6 (4) 2x6
HF212
(3) 13 4"x16" LVL
(5) 2x6
(3) 13 4"x18" LVL
HF
2
8
(3) 13 4"x117 8"
LVL (FLUSH)
(3
)
1
3
4"x
1
1
7
8"
LV
L
(
F
L
U
S
H
)
W12x106
STEEL
BEAM
(FLUSH)
W1
2
x
4
0
S
T
E
E
L
BE
A
M
(
F
L
U
S
H
)
(2
)
1
3
4"x
1
1
7
8"
LS
L
(
F
L
U
S
H
)
CANTILEVER
BEAM
CANTILEVER
BEAM
(2) 13 4"x14"
LVL
(FLUSH)
(2
)
1
3
4"x
1
1
7
8"
L
V
L
(
2
S
P
A
N
)
(
F
L
U
S
H
)
(2) 13 4"x117 8" LSL
W10x54 STEEL BEAM
(3 SPAN FLUSH)
W10x45 STEEL BEAM
(3 SPAN FLUSH)
W10x33 STEEL BEAM
(3 SPAN FLUSH)
W10x33 STEEL BEAM
(3 SPAN FLUSH)(2) 13 4"x117 8"
LVL (FLUSH)
W10x60 STEEL BEAM
(FLUSH)
W10x100 OR W14x61
STEEL BEAM (FLUSH)
W10x30 STEEL BEAM
(3 SPAN FLUSH)
W10x30 STEEL BEAM
(2 SPAN FLUSH)
W10x30 STEEL BEAM
(2 SPAN FLUSH)
W10x30 STEEL BEAM
(3 SPAN FLUSH)
W10x68 STEEL BEAM
(2 SPAN FLUSH)
W1
0
x
2
2
S
T
E
E
L
B
E
A
M
(
2
SP
A
N
F
L
U
S
H
)
6x6
P
O
S
T
,
T
Y
P
.
BEARING
WALL
(3) 13 4" x 22" LVL
DECK BEAM
(3) 13 4" x 22" LVL
DECK BEAM
(3) 13 4" x 22" LVL
DECK BEAM
(3) 13 4" x 22" LVL
DECK BEAM
(3) 13 4" x 22" LVL
DECK BEAM
HS
S
5
1 2"x5
1 2"
H
S
S
3
1
2"
x
3
1
2"
HSS3
1
2 "x3
1
2
"
HSS3
1
2
"x3
1
2"
HSS3
1
2 "x3
1
2 "
HSS3
1
2"x3 1
2 "
HSS3
1
2
"x3
1
2 "
HSS3
1
2
"x3
1
2 "
H
S
S
3
1
2
"x3
1
2 "
HSS5
1
2
"x5
1
2 "
HSS5
1
2
"x5
1
2"
HSS5
1
2
"x5
1
2 "
TO FDN.F
U
L
L
H
G
T
.
HSS5
1
2
"x5
1
2"
HSS5
1
2
"x5
1
2 "
HSS5
1
2 "x5
1
2 "
HSS5
1
2 "x5
1
2 "
TO FDN.F
U
L
L
H
G
T
.
HSS5
1
2
"x5
1
2 "
HSS5
1
2"
x
5
1
2 "
HSS5
1
2 "x5
1
2 "
HSS5
1
2 "x5
1
2 "
HSS5
1
2
"x5
1
2 "
T
O
F
D
N
.
FULL HGT.
HSS5
1
2 "x5
1
2 "
SHE
A
R
TAB
(4) 13 4"x117 8"
LVL (FLUSH)
HSS5
1 2 "
x5 1 2 "
HS
S
5
1 2"
x5
1 2"
HSS
5
1 2"x5
1 2"
TO
F
D
N
.
FUL
L
H
G
T
.
(2) 13 4"x117 8"
LSL (FLUSH)
HSS
3
1 2 "
x3 1 2 "
W1
2
x
4
0
S
T
E
E
L
BE
A
M
(
F
L
U
S
H
)
W10x22
STEEL BEAM
(FLUSH)
(3
)
1
3
4"x
1
4
"
LV
L
(
F
L
U
S
H
)
(2) 13 4"x117 8"
LVL (FLUSH)
BALCONY DECK LEDGER
2x10 DECK JOISTS @ 24" O.C.
2x10 DECK JOISTS @ 24" O.C.
W1
0
x
7
7
S
T
E
E
L
B
E
A
M
(
F
L
U
S
H
)
HS
S
5
1 2"x5
1 2"
(4)
2
x
6
8x
8
D
F
#
1
P
O
S
T
W
I
T
H
C
C
Q
SE
R
I
E
S
P
O
S
T
CAP
,
TYP
.
O
F
(
4
)
HF
2
8
LVL28 LVL312 LVL212 LVL312 LVL212 HF210 LVL28 LVL210 LVL28 LVL212 LVL28 LVL210 LVL312 LVL312 LVL312 LVL212 LVL28 LVL28
(
3
)
T
(
3
)
T
(
3
)
T
(
3
)
T
(3)T (3)T (3)T(
3
)
T
(3)T
(
3
)
T
(
3
)
T
(3)
T
HF212
(3)
T
HF212 HF210 HF210 LVL28 LVL312 LVL28
LVL28
LVL28 LVL28 LVL210
(3
)
T
(3
)
T
(3)
T
(3)
T
(5
)
2
x
6
(3)
T
(3)
T
LVL210
LV
L
3
1
0
HF
2
8
HF
2
8
HF
2
8
HF28
LVL212
HF
2
8
HF
2
8
LVL210
LVL312
HF212 HF210 HF212 LVL316 LVL212 LVL210 LVL210 LVL210
(
3
)
T
(3)
T
(
3
)
T
(3)
T
HF28
HF
2
8
HF
2
8
EXISTING
TRUSSES
6x
6
P
O
S
T
,
TY
I
P
I
C
A
L
EXISTING
SHED ROOF
TRUSSES
2
x
1
2
L
E
D
G
E
R
(4
)
2
x
6
H
S
S
5
1
2"x
5
1
2"
T
O
F
D
N
.
F
U
L
L
H
G
T
.
M
G
U
5
.
5
-
S
D
S
EXISTING
TRUSSES
(3
)
T
(3)
T
MG
U
3
.
6
3
-
S
D
S
(4
)
2
x
6
(5
)
2
x
6
(
3
)
2
x
6
(
3
)
2
x
6
EXISTING
TRUSSES
6
S-502
10
S-502
(1) 112"x117 8"
LSL LEDGER
RIPPED 2x10 DECK JOISTS FULL
DEPTH AT DEEP END, REMAINING
DEPTH AT SHALLOW END = 6" MIN
DECK BEAM LAYOUT
SCALE 1/8" = 1'-0"
6
S-502
NOTE: EXISTING ROOF TRUSS
LAYOUT IS ASSUMED TO BE AS
SHOWN. IF SIGNIFICANT
DIFFERENCES ARE OBSERVED IN
THE EXISTING ROOF LAYOUT,
NOTIFY CTL|THOMPSON.
BE
A
R
I
N
G
W
A
L
L
(2
)
1
3
4"x
11
7
8"
L
V
L
(2
)
1
3
4"x
11
7
8"
L
V
L
(2
)
1
3
4"x
11
7
8"
L
V
L
(2
)
1
3
4"x
11
7
8"
L
V
L
M
G
U
5
.
5
-
S
D
S
10
S-502
11
S-502
NOTE: LOWER ROOF TRUSSES ON
EAST - WEST SIDES OF ADDITION
ARE SHOWN AS ASSUMED BASED
UPON AVAILABLE INFORMATION. IF
SIGNIFICANT DIFFERENCES IN THE
LAYOUT OF THOSE TRUSSES ARE
OBSERVED, CONTACT
CTL|THOMPSON.
2x
1
2
L
E
D
G
E
R
2x
1
2
L
E
D
G
E
R
NOTE: SEE SHEET S-120 FOR
SHEAR REQUIREMENTS.
(3) K
(3) K
FULL HGT. 512" x 13 4" LVL
STUDS @ 12" O.C.
2x12 LEDGER
7
S-502
12
S-502
8
S-502
TYPICAL ELEVATIONS
TOP OF STEEL W10 = 109'-1112"
TOP OF STEEL W12 = 110'-1"
FF = 110'-31 4"
(2
)
1
3
4"
x
1
1
7
8"
L
V
L
(
F
L
U
S
H
)
3
S-502
FLAT BOT
T
O
M
C
H
O
R
D
ENGINEER
E
D
R
O
O
F
TRUSSES
B
Y
O
T
H
E
R
S
NOTE: FLOOR JOISTS ARE
(1) 117 8" TJI 210 @ 16" O.C.,
U.N.O.
T.O.S. THIS W12x106
ONLY = 109'-111 2"
W10x100 OR
W12x79 (FLUSH)
HSS5
1
2"
x
5
1
2"
TO FDN.F
U
L
L
H
G
T
.
HSS5
1
2
"x5
1
2"
TO FDN.F
U
L
L
H
G
T
.
2x12 FLOOR
LEDGER
512" x 114" LSL FULL HGT.
STUDS @ 16" O.C. @
ELEVATOR WALLS
2x12 FLOOR LEDGER AT STAIR
LANDING
(2
)
1
3
4"x
11
7
8"
L
V
L
(2
)
1
3
4"x
11
7
8"
L
V
L
(2
)
1
3
4"x
11
7
8"
L
V
L
(3) 13 4"x117 8"
LVL (FLUSH)M
G
U
5
.
5
-
S
D
S
M
G
U
5
.
5
-
S
D
S
(4
)
1
3
4"x
1
1
7
8"
LV
L
(
F
L
U
S
H
)
(4
)
1
3
4"x
1
1
7
8"
LV
L
(
F
L
U
S
H
)
6
S-502
6
S-502
1
1
211
213
215
216
217 218 219
220
221 222 223 224 225
MECH/STRG
226
233
232
231
230
HALLWAY
MNGR.
APT.
DRIVE
WOMEN'S
RR
111
MEN'S
RR
110
VEST.
100
SUNDRY
105 ELEV.
LOBBY
109
BACK
OFFICE
104
DESK
103
LOBBY
101
HALLWAY
114
LOUNGE
102
ENTRY
113
TECH.
106
STRG
EMPLY
RR
POOL
HOUSE
112
MECH.
MECH./
STRG
BAG
STRG
VEND.
107
LOWER ROOF / UPPER FLOOR BRACED WALLS AND HOLD DOWN PLAN
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:
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:
co
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:
DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:
RE
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ww
w
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c
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SHEET NUMBER:
16
9
2
B
I
G
T
H
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P
S
O
N
A
V
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N
U
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ES
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A
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(9
7
0
)
5
8
6
-
9
1
4
0
TDM/SBH
DES
FC08673.000
10/07/2019
BE
S
T
W
E
S
T
E
R
N
R
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M
O
D
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L
12
6
0
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P
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BA
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1
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15OF SHEETS
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-
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1
9
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F
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A
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S-121
SCALE 1/8" = 1'-0"
1
2
1
1
11
1
2
1
2
23
S-503
1
S-503
1
S-503
2
S-503
1
S-503
1
S-503
1
S-503
1
S-503
3
S-503
2
2
1
S-503
2
1
S-503
2
NOTES*
HOLDDOWN (HD) SCHEDULE
HD #MANUF. / MODEL
1
HD'S AS SHOWN ARE IN APPROXIMATE LOCATIONS.
FIELD LOCATE HD'S AT CORNERS, EDGE OF OPENINGS
ABOVE, OR ENDS OF REQUIRED SHEAR WALLS (SEE
ARCH PLANS FOR DIMENSIONS)
SYMBOL
2 SIMPSON MSTC66B3
EQUAL LENGTH OF STRAP TOP AND BOTTOM OVER RIM.
STRAP EACH SIDE OF WALL TO BEAM BELOW.
CS14 STRAP WITH 16" END LENGTHS
(TO POST ABOVE AND BELOW
1. ALL EXTERIOR SHEATHING VERTICAL EDGES SHALL FALL UPON 2X6 STUDS SPACED 16" O/C TYP (SEE PLAN).
2. HORI1ONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SI1E TO THE STUDDING EXCEPT WHERE WAIVED BY THE
INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIAL SHOWN ABOVE.
3. EXTERIOR WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO
THE FRAMING ABOVE IN ACCORDANCE WITH IBC TABLE 2340.10.1.
4. WHERE JOISTS ARE PERPENDICULAR TO INTERIOR BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND
IN-LINE WITH THE BRACED WALL PANELS.
5. WHERE JOISTS ARE PARALLEL TO THE INTERIOR BRACED WALL LINES ABOVE DOUBLE JOISTS SHALL BE INSTALLED UNDER AND
IN-LINE WITH THE BRACED WALL LINE ABOVE.
6. ATTACH BOTTOM PLATE OF INTERIOR WIND SHEAR WALLS TO BLOCKING/BEAMS WITH (3) 16d COMMON NAILS AT 16" (in.) O.C. (OR
(1) 16d COMMON NAIL AT 5" (in.) O.C.).
BRACED WALL PANEL SCHEDULE - STUDS @ 16"
NOTES:
7/16"
8d COMMON
16 ga 1 3/4" STAPLES
12"6"
6"3"
7/16"8d COMMON 12"3"
1/2"
1
OSB or PLYWOOD
ONE SIDE
GYPSUM BOARD
BOTH SIDES
OSB or PLYWOOD
EXTERIOR ONLY
RATED STRUC.
SHEATHING TYPE
ALL EXTERIOR
UNLESS NOTED
OTHERWISE
SHTH. THICKNESS
MINIMUM
WALL
DESIGNATION
HORI1ONTAL
EDGES
BLOCKED?
CONNECTOR TYPE
(OR EQUAL)
EDGE SPACING FIELD SPACING
YES
(NOTE 2)
YES
(NOTE 2)
4"4"2 YES
(NOTE 2)
3 SIMPSON STHD14RJ
SB1x30 EMBED. INSTALL PER MANUFACTURER`S
SPECIFICATIONS. ATTACH HDU TO (4) 2x6 COLUMN
(MIN.)
16 ga 1 3/4" STAPLES
2
2
2
1
S-503
2
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:
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:
co
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:
DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:
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V
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/
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DA
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NO
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Fo
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t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
4
P:
9
7
0
-
2
0
6
-
9
4
5
5
F:
9
7
0
-
2
0
6
-
9
4
4
1
ww
w
.
c
t
l
t
.
c
o
m
SHEET NUMBER:
16
9
2
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
ST
E
V
E
L
A
N
E
(9
7
0
)
5
8
6
-
9
1
4
0
TDM/SBH
DES
FC08673.000
10/07/2019
BE
S
T
W
E
S
T
E
R
N
R
E
M
O
D
E
L
12
6
0
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
BA
S
1
C
S
A
R
C
H
I
T
E
C
T
U
R
E
15OF SHEETS
RE
V
I
S
E
D
G
L
-
D
T
O
B
E
A
R
I
N
G
W
A
L
L
A
T
M
A
I
N
.
R
E
V
I
S
E
D
S
N
O
W
L
O
A
D
C
O
E
F
F
.
10
.
3
1
.
1
9
ROOF FRAMING PLAN
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
S-130
SCALE 1/8" = 1'-0"
GIRDER TRUSS
BY OTHER
ENGIN
E
E
R
E
D
TRUSS
E
S
B
Y
O
T
H
E
R
GIRDER TRUSS
BY OTHER
GIRDER TRUSS
BY OTHER
GIRDER TRUSS
BY OTHER
UPPER ROOF
OUTLINE
CANTILEVER
TRUSSES
ROOF
BEARING
WALLS
CANTILEVER
TRUSSES
CANTILEVER
TRUSSES
GI
R
D
E
R
T
R
U
S
S
BY
O
T
H
E
R
GI
R
D
E
R
T
R
U
S
S
BY
O
T
H
E
R
HF28 HF28
HF212 LVL212 (3)
T
HF28
HF212 HF212
LVL28
(3
)
T
LVL28 LVL28
HF28 HF28
LVL212HF210HF210HF210HF210HF212HF210HF28HF28LVL312HF210LVL28HF28
HF
2
8
HF28
(3
)
T
(4
)
T
LVL28LVL28LVL212
HF28
HF28 LVL212 HF210
(
5
)
T
HF210
(3) T (3) T (3) T
LVL210 CONTINUOUS
(
4
)
T
(2
)
2
x
1
2
6x
6
P
O
S
T
,
TYP
.
LVL210, CONTINUOUS
(3
)
T
(3)
T
(2
)
2
x
1
2
LVL210, CONTINUOUS
(5
)
T
(5
)
T
(2
)
2
x
1
2
(3)
T
(3
)
T
LVL210, CONTINUOUS
(3
)
T
(3
)
T
LVL210, CONTINUOUSLVL28
(4
)
T
(4
)
T
LVL210, CONTINUOUS
(3)
T
(3
)
T
LVL210, CONTINUOUS
(5)
2
x
6
(2
)
2
x
1
2
(2
)
2
x
1
2
(2
)
2
x
1
2
1
1 1
1
S-503
1
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
S-503
1
2
2
1
2NOTE: COORDINATE RTU
SUPPORT AND ACCESS
OPENING WITH TRUSS MFR.
COORDINATE LAUNDRY
EXHAUST OPENING W/
TRUSS MFR.
RTU UNIT SPECS:
WEIGHT: 1392 LB
LENGTH: 67.0 IN
WIDTH: 87.0 IN
HEIGHT: 40.80 IN
NOTES*
HOLDDOWN (HD) SCHEDULE
HD #MANUF. / MODEL
1
HD'S AS SHOWN ARE IN APPROXIMATE LOCATIONS.
FIELD LOCATE HD'S AT CORNERS, EDGE OF OPENINGS
ABOVE, OR ENDS OF REQUIRED SHEAR WALLS (SEE
ARCH PLANS FOR DIMENSIONS)
SYMBOL
2 SIMPSON MSTC66B3
EQUAL LENGTH OF STRAP TOP AND BOTTOM OVER RIM.
STRAP EACH SIDE OF WALL TO BEAM BELOW.
CS14 STRAP WITH 16" END LENGTHS
(TO POST ABOVE AND BELOW
3 SIMPSON STHD14RJ
SB1x30 EMBED. INSTALL PER MANUFACTURER`S
SPECIFICATIONS. ATTACH HDU TO (4) 2x6 COLUMN
(MIN.)
(3) K
(3)
K
512"x13 4" LVL
KING STUDS @
12" O.C. FULL
HEIGHT
(5
)
K
(5)
K
(5
)
K
(5
)
K
1. ALL EXTERIOR SHEATHING VERTICAL EDGES SHALL FALL UPON 2X6 STUDS SPACED 16" O/C TYP (SEE PLAN).
2. HORI1ONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SI1E TO THE STUDDING EXCEPT WHERE WAIVED BY THE
INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIAL SHOWN ABOVE.
3. EXTERIOR WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO
THE FRAMING ABOVE IN ACCORDANCE WITH IBC TABLE 2340.10.1.
4. WHERE JOISTS ARE PERPENDICULAR TO INTERIOR BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND
IN-LINE WITH THE BRACED WALL PANELS.
5. WHERE JOISTS ARE PARALLEL TO THE INTERIOR BRACED WALL LINES ABOVE DOUBLE JOISTS SHALL BE INSTALLED UNDER AND
IN-LINE WITH THE BRACED WALL LINE ABOVE.
6. ATTACH BOTTOM PLATE OF INTERIOR WIND SHEAR WALLS TO BLOCKING/BEAMS WITH (3) 16d COMMON NAILS AT 16" (in.) O.C. (OR
(1) 16d COMMON NAIL AT 5" (in.) O.C.).
BRACED WALL PANEL SCHEDULE - STUDS @ 16"
NOTES:
7/16"
8d COMMON
16 ga 1 3/4" STAPLES
12"6"
6"3"
7/16"8d COMMON 12"3"
1/2"
1
OSB or PLYWOOD
ONE SIDE
GYPSUM BOARD
BOTH SIDES
OSB or PLYWOOD
EXTERIOR ONLY
RATED STRUC.
SHEATHING TYPE
ALL EXTERIOR
UNLESS NOTED
OTHERWISE
SHTH. THICKNESS
MINIMUM
WALL
DESIGNATION
HORI1ONTAL
EDGES
BLOCKED?
CONNECTOR TYPE
(OR EQUAL)
EDGE SPACING FIELD SPACING
YES
(NOTE 2)
YES
(NOTE 2)
4"4"2 YES
(NOTE 2)16 ga 1 3/4" STAPLES
(5
)
K
(5
)
K
(5
)
K
(5
)
K
(5
)
K
(5
)
K
(5
)
K
W8
x
1
3
,
EL
E
V
A
T
O
R
SA
F
E
T
Y
B
E
A
M
12
S-501
(3
)
K
(3)
K
NOTE: ROOF TOP MECHANICAL AREA;
COORDINATE EQUIPMENT SUPPORT AND
ACCESS WITH TRUSS MANUFACTURER.
UNIT SPECS:
WEIGHT: 1400 LB
LENGTH: 64 IN
WIDTH: 60 IN
HEIGHT: 60 IN
NOTE ROOF TRUSS DESIGN
LAYOUT: THE FOUNDATION AND
STRUCTURAL DESIGN FOR THIS
PROJECT IS BASED UPON THE
TRUSS LAYOUT INDICATED ON
PLANS. IF THE TRUSS LAYOUT
DIFFERS FROM THE ONE SHOWN,
PLEASE CONTACT CTL|THOMPSON
FOR DESIGN REVISIONS PRIOR TO
CONSTRUCTION.
8
S-503
8
S-503
8
S-503
8
S-503
8
S-503
8
S-503
NOTE: COORDINATE ROOF
OPENINGS W/ TRUSS MFR.
(
5
)
2
x
6
NOTE: ALL POSTS AND TRIMMER STUDS
MUST HAVE A CONTINUOUS AND
ADEQUATE LOAD PATH TO THE
FOUNDATION. BLOCK FLOOR DIAPHRAGM
BELOW POSTS AND KING STUDS W/
BLOCKING EQUIVALENT TO THE POST OR
TRIMMER STUD. CONTINUE POSTS AND
TRIMMER STUDS INTO THE STORIES
BELOW UNTIL THEY ARE TERMINATED AT
THE FOUNDATION OR A HEADER OR BEAM
PER THE PLAN.
ROOF SNOW LOADING DIAGRAM
C
T
L
T
H
O
M
P
S
O
N
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
co
n
t
a
c
t
:
DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:
RE
V
I
S
I
O
N
/
I
S
S
U
E
DA
T
E
NO
.
312
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
A
C
C
O
M
P
A
N
Y
I
N
G
SP
E
C
I
F
I
C
A
T
I
O
N
S
,
A
S
I
N
S
T
R
U
M
E
N
T
S
O
F
S
E
R
V
I
C
E
AR
E
T
H
E
E
X
C
L
U
S
I
V
E
P
R
O
P
E
R
T
Y
O
F
T
H
E
EN
G
I
N
E
E
R
A
N
D
T
H
E
I
R
U
S
E
A
N
D
P
U
B
L
I
C
A
T
I
O
N
SH
A
L
L
B
E
R
E
S
T
R
I
C
T
E
D
T
O
T
H
E
O
R
I
G
I
N
A
L
S
I
T
E
F
O
R
WH
I
C
H
T
H
E
Y
W
E
R
E
P
R
E
P
A
R
E
D
.
R
E
U
S
E
,
RE
P
R
O
D
U
C
T
I
O
N
O
R
P
U
B
L
I
C
A
T
I
O
N
B
Y
A
N
Y
ME
T
H
O
D
I
N
W
H
O
L
E
O
R
I
N
P
A
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T
I
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P
R
O
H
I
B
I
T
E
D
EX
C
E
P
T
B
Y
W
R
I
T
T
E
N
P
E
R
M
I
S
S
I
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N
F
R
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M
T
H
E
EN
G
I
N
E
E
R
.
T
I
T
L
E
T
O
T
H
E
S
E
P
L
A
N
S
A
N
D
SP
E
C
I
F
I
C
A
T
I
O
N
S
S
H
A
L
L
R
E
M
A
I
N
W
I
T
H
T
H
E
EN
G
I
N
E
E
R
W
I
T
H
O
U
T
P
R
E
J
U
D
I
C
E
,
A
N
D
V
I
S
U
A
L
CO
N
T
A
C
T
W
I
T
H
T
H
E
M
S
H
A
L
L
C
O
N
S
T
I
T
U
T
E
P
R
I
M
A
FA
C
I
E
E
V
I
D
E
N
C
E
O
F
A
C
C
E
P
T
A
N
C
E
O
F
T
H
E
S
E
RE
S
T
R
I
C
T
I
O
N
S
.
CO
P
Y
R
I
G
H
T
CT
L
|
T
H
O
M
P
S
O
N
,
I
N
C
O
R
P
O
R
A
T
E
D
AL
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
CT
L
I
T
H
O
M
P
S
O
N
I
N
C
O
R
P
O
R
A
T
E
D
40
0
N
o
r
t
h
L
i
n
k
L
a
n
e
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
4
P:
9
7
0
-
2
0
6
-
9
4
5
5
F:
9
7
0
-
2
0
6
-
9
4
4
1
ww
w
.
c
t
l
t
.
c
o
m
SHEET NUMBER:
16
9
2
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
ST
E
V
E
L
A
N
E
(9
7
0
)
5
8
6
-
9
1
4
0
TDM/SBH
DES
FC08673.000
10/07/2019
BE
S
T
W
E
S
T
E
R
N
R
E
M
O
D
E
L
12
6
0
B
I
G
T
H
O
M
P
S
O
N
A
V
E
N
U
E
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
BA
S
1
C
S
A
R
C
H
I
T
E
C
T
U
R
E
15OF SHEETS
RE
V
I
S
E
D
G
L
-
D
T
O
B
E
A
R
I
N
G
W
A
L
L
A
T
M
A
I
N
.
R
E
V
I
S
E
D
S
N
O
W
L
O
A
D
C
O
E
F
F
.
10
.
3
1
.
1
9
RO
O
F
S
N
O
W
L
O
A
D
I
N
G
DI
A
G
R
A
M
S-131
SCALE 1/8" = 1'-0"
Pd = 25 PSF
Pd = 25 PSF
Pd = 25 PSF
Pd = 25 PSF
Pd = 25 PSF
Pd = 25 PSF
Pd
=
3
5
P
S
F
Pd = 25 PSF Pd = 25 PSF
Pd
=
3
5
P
S
F
Pd = 25 PSF
Pd = 25 PSF
Ps = 51 PSF
Pd = 39 PSF
Pd = 25 PSF
Pd = 25 PSF
Pd = 25 PSF
Pd = 25 PSF
Pd = 25 PSF
Pd = 25 PSF
Pd = 27 PSF
Pd = 28 PSF
9'
-
0
"
9'
-
0
"
9'-0"9'-0"
9'
-
0
"
9'
-
0
"
9'-0"9'-0"6'-0"6'-0"9'-0"9'-0"9'-0"9'-0"6'-0"6'-0"4'-4"
8'
-
0
"
9'-0"
1'-5"1'-5"
9'
-
0
"
3'-9"3'-9"
9'
-
0
"
9'-0"9'-0"
9'
-
0
"
9'
-
0
"
9'
-
0
"
5'-0"
P
d
=
3
5
P
S
F
9'
-
0
"
9'
-
1
1
"
P
d
=
3
5
P
S
F
3'-1"
11'-1"11'-1"
SNOW LOAD DIAGRAM
Pd
Pd
Pf
LENGTH
11
'
-
5
"
5'-0"5'-0"18'-3"
11'-1"11'-1"
18'-0"9'-0"
18'-0"9'-0"
21'-4"12'-0"
15
'
-
1
1
"
20
'
-
3
"
14
'
-
3
"
Pd
=
2
5
P
S
F
18'-0"9'-0"
Pd
=
2
5
P
S
F
10
'
-
1
"
15
'
-
1
1
"
10
'
-
1
"
Ps = 51 PSF
C
T
L
T
H
O
M
P
S
O
N
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
co
n
t
a
c
t
:
DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:
RE
V
I
S
I
O
N
/
I
S
S
U
E
DA
T
E
NO
.
312
TH
E
S
E
D
R
A
W
I
N
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S
A
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D
A
C
C
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P
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,
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P
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B
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A
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B
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ME
T
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W
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I
B
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P
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B
Y
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P
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L
A
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A
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D
SP
E
C
I
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A
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H
A
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M
A
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A
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CO
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SHEET NUMBER:
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TDM/SBH
DES
FC08673.000
10/07/2019
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EXISTING SLAB PAD FOOTING SOUTH DECK PEDESTAL NORTH ENTRY ROOF PEDESTAL
1
6 7 8
9 10 11 12TIE IN NEW FOUNDATION WALL
2 3 4
5TYPICAL ISOLATED INTERIOR PAD
9'-0" FOUNDATION BASEMENT WALL 10'-0" FOUNDATION BASEMENT WALL TYPICAL COUNTERFORT
CURB - INTERIOR STRIP FOOTINGFROST DEPTH FOUNDATION
PER PLAN
12
"
3"
STEEL COL. PER PLAN
112" NON-SHRINK
GROUT LEVELING BED
ISOLATION JOINT
BASE PLATE AND
ATTACHMENT PER
DETAIL 3/S-501
CONCRETE PAD PER
PLAN
CONCRETE SLAB PER
PLAN
REINFORCE WITH (2) MATS
OF #4 REBAR @ 12" O.C.
EACH WAY, TOP AND BOTTOM
PLAN VIEWS
NEW FDN. WALL AND
REINFORCING PER
PLANS AND DETAILS
EXISTING
FDN. WALL
DRILL & EPOXY #4 BAR
TO MATCH NEW WALL
REINF.
MIN.EMBEDMENT 6" INTO
EXISTING, 24" MIN INTO
NEW FDN WALL.
24" MIN6"
30
"
M
I
N
PER PLAN
3
1
/
2
"
PE
R
PL
A
N
FRAMING PER
ARCH. /STRUC.
PLANS
SIMPSON ABU SERIES
POST BASE PER
HANGER SCHEDULE
CONC. PILASTER PER
PLAN W/ (8) #4 BARS (1)
EACH CORNER & #3 TIES
@ 12" O.C. THUS,
CONCRETE PAD PER PLAN
18"
18"
2" MIN.
(1) #4 BAR DOWELS TO MATCH VERT.
REINF. ABOVE THUS, (ALT. HOOK
DIRECTION)
24
"
6"
REINFORCE WITH (1) #4 BAR REBAR
@ 12" O.C. EACH WAY
PE
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PL
A
N
9'
-
0
"
M
A
X
PER
PLAN
8"
2"
TYP
24
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ANCHOR BOLTS PER GENERAL NOTES
8" (IN) THICK CONCRETE WALL WITH 2-#4
BARS TOP, & BOTTOM (8" (IN) MAX FROM
T.O.W. OR B.O.W.)
2-#4 BARS @ 30" O.C. MAX.
1-#4 BAR VERT. AT 24" (IN) O.C
CONC. FTG. PER PLAN
1-#4 VERT. BAR DOWELS TO MATCH
VERT. REINF. ABOVE THUS, (ALT.
HOOK DIRECTION)
1
2" (IN) ISOLATION JOINT
CONCRETE SLAB PER PLAN
112" GYPCRETE DBL. SILL PLATE ON FLOOR
SHEATHING PER GENERAL NOTES
EXISTING SLAB
12
2
2x SHEAR BLOCKING IN DIAPHRAGM
ALONG SILL PLATE; ATT. TO SILL
PLATE W/ (1) A35 CLIP AT 16" O.C.
PER PLAN
O O O
30
"
M
I
N
.
POST PER PLAN WITH
FRAMING PER ARCH/
STRUCTURAL PLANS
SIMPSON POST
BASE MPB88Z
PILASTER TO BEAR
PER SOILS REPORT
CONC. PILASTER
WITH REINFORCING
AS SHOWN.
22"
22
"
PILASTER
PLAN VIEW
2"
CL
E
A
R
,
TY
P
.
36
"
6"
ANCHOR BOLTS PER
GENERAL NOTES
CONC. FTG. PER PLAN
W/ 2 #4 BAR DOWELS
THUS,
8" THICK COUNTER-FORT
PER PLAN W/ #4 BARS @
12" (IN) O.C. EACH WAY.
CENTER REINF. IN WALL &
HOOK HORIZ. STEEL 24"
(IN) TO BASEMENT FDN
WALL (ALTERNATE)
PE
R
P
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A
N
PER
PLAN
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.
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1'
-
4
"
MA
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1
1
DBL. 2x4 PLATE AND TOP
MTD. JOISTS HANGERS
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PER GENERAL NOTES
BASEMENT FDN SEE
DETAIL THIS SHEET
10
'
-
0
"
M
A
X
8'
-
0
"
M
I
N
.
10% SL
O
P
E
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STRUCTURAL PLANS
112" GYPCRETE WITH DBL SILL
PLATE ON FLOOR SHEATHING
PER GENERAL NOTES
PERIMETER DRAIN PER
GENERAL NOTES
1
1
PE
R
PL
A
N
PER
PLAN
8"
2"
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10% SL
O
P
E
24
"
6"
ANCHOR BOLTS PER
GENERAL NOTES
COMPACTED BACKFILL
PER GENERAL NOTES
8" (IN) THICK CONCRETE WALL
WITH 2-#4 BARS TOP &
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T.O.W. OR B.O.W.)
2-#4 BARS @ 30" O.C.
MAX.
1-#4 BAR VERT. AT 24"
(IN) O.C
EXCAVATION PER OSHA
CONC. FTG. PER PLAN
PERIMETER DRAIN PER
GENERAL NOTES
1-#4 BAR DOWELS TO
MATCH VERT. REINF.
ABOVE THUS, (ALT.
HOOK DIRECTION)
1
2" (IN) ISOLATION JOINT
CONCRETE SLAB PER PLAN
10
'
-
0
"
M
A
X
.
DBL. 2x4 PLATE AND TOP
MTD. JOISTS HANGERS
112" GYPCRETE, DBL. SILL PLATE
ON FLOOR SHEATHING PER
GENERAL NOTES
1
1
PE
R
PL
A
N
PER
PLAN
2"
TYP
24
"
6"
COMPACTED BACKFILL PER GENERAL
NOTES
8" (IN) THICK CONCRETE WALL WITH
2-#4 BARS TOP & BOTTOM (8" (IN)
MAX FROM T.O.W. OR B.O.W.)
2-#4 BARS @ 30" O.C. MAX.
1-#4 BAR VERT. AT 24" (IN) O.C
EXCAVATION PER OSHA
CONC. FTG. PER PLAN
PERIMETER DRAIN PER GENERAL
NOTES
1-#4 BAR DOWELS TO MATCH
VERT. REINF. ABOVE THUS, (ALT.
HOOK DIRECTION)
1
2" (IN) ISOLATION JOINT
CONCRETE SLAB PER PLAN
10
'
-
0
"
M
A
X
.
112" GYPCRETE, DBL SILL PLATE ON
FLOOR FLOOR SHEATHING PER
GENERAL NOTES
ANCHOR BOLTS PER GENERAL NOTES
POOL AREA SLAB PER PLAN
2"6"
10'-0" FOUNDATION BASEMENT WALL
PER
PLAN
12
"
CONCRETE PAD PER PLAN
SAWCUT EXISTING SLAB AND REMOVE
CONC. AND GRAVEL TO UNDISTURBED
SOIL
12" EXP. JT. MATERIAL
3"
CL
R
.
STEEL COL. PER PLAN
112" NON-SHRINK GROUT LEVELING
BED
BASE PLATE AND ATTACHMENT
PER DETAIL 3/S-501
REINFORCE WITH (2) MATS
OF #4 REBAR @ 12" O.C.
EACH WAY, TOP AND BOTTOM
PER
PLAN 24
"
6"
PE
R
P
L
A
N
30
"
M
I
N
.
1
1
2"
TYP
ANCHOR BOLTS PER GENERAL NOTES
8" (IN) THICK CONCRETE WALL WITH 2-#4
BARS TOP & BOTTOM (8" (IN) MAX FROM
T.O.W. OR B.O.W.)
CONC. FTG. PER PLAN
PERIMETER DRAIN PER GENERAL NOTES
1-#4 BAR DOWELS TO
MATCH VERT. REINF.
ABOVE THUS, (ALT.
HOOK DIRECTION)
1
2" (IN) ISOLATION JOINT
CONCRETE SLAB AT POOL
AREA PER PLAN
COMPACTED BACKFILL PER GENERAL
NOTES
(1) #4 BAR VERT. AT 18" (IN) O/C
PER
PLAN
PE
R
PL
A
N
312"
TREATED 2x SILL PLATE
1
2" (IN) ISOLATION JOINT
EA. SIDE
CONTINUOUS
CONCRETE FTG. PER
PLAN
2 6
6"
CONC. SLAB PER PLAN
FREE DRAINING GRAVEL
BEARING PER
SOILS REPORT
ANCHOR BOLTS PER
GENERAL NOTES
NOTE: SMOOTH TROWEL
TOP OF ALL INTERIOR
PADS AND FOOTINGS
4" TALL x6" WIDE
CONTINUOUS
CONC. STEM
POURED INTEGRAL
W/ FTG.
3"
18
"
MI
N
.
DOOR PER PLAN
SEE DETAIL THIS SHEET
FOR VERT. SPACING
EQ
.
EQ
.
EQ
.
TOP REINF. PER
WALL DETAILS, THIS
SHEET
INTERMEDIATE HGT.
REINF. SEE DETAIL THIS
SHEET, TURN DOWN AS
SHOWN
(2) #4 VERT BARS
REQUIRED EACH SIDE
OF OPENING
BOTTOM REINF. SEE
DETAIL THIS SHEET
18
"
CONC. FOOTING PER
PLAN
(2) #4 HORIZ. 3" (IN)
ABOVE WINDOW,
EXTEND x 30" (IN)
MINIMUM BEYOND
OPENING
CONC. SLAB PER PLAN
INTERMEDIATE HGT.
REINF. SEE DETAIL THIS
SHEET, TURN DOWN AS
SHOWN
SIMPSON MPB88Z
POST BASE.
INSTALL PER
MFR`S SPECS.
PLAN
VIEW
3" EXTENSION
AT TIE HOOK,
TYP., (12" CLEAR
FROM MPB88Z)
#4 HORIZ. TIES
@ 3" SPACING
(SQUARE AND
DIAMOND
SHAPED TIES)
(8) #5 VERTICAL
REBAR HOOKS
@ 6" O.C.
#4 HORIZONTAL
PERIMETER BARS
AS SHOWN (3)
ROWS - TOP,
MIDDLE, BOTTOM.
HG
T
.
6"
OPENING IN FOUNDATION WALL
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10/07/2019
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SHEET NUMBER:
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TDM/SBH
DES
FC08673.000
10/07/2019
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S-501
W12 FLUSH BEAM
HOLD DOWN STRAP AT FOUNDATION
1
6 7
9 10 11 12
2 3,8 4
5W10 FLUSH BEAM
HSS TO WF BEAM, TOP - BOTTOM CONNECTION NOT USED SHEAR TAB DETAIL AND SCHEDULE
BEAM POCKET - LVL
JOIST
PER
PLAN
JOIST
PER
PLAN
INSTALL 12" DIA. THRU-BOLTS AT 32"
O.C. W/ WASHERS ON EACH FACE.
GLUE 2X FILLER MATERIAL
TOGETHER AND TO STEEL BEAM
PER PLAN
TOP MOUNT HANGER PER SCHEDULE
ATTACHED TO NAILER PLATE.
STL COLUMN PER
PLAN
WF BEAM FLUSH PER PLAN
2xFULL WIDTH TOP PLATE, GLUE & NAIL TO
BEAM W/(1) 0.157" DIA. P.A.F. @ 32" O.C.,
STAGGERED.
W12 STEEL BEAM PER PLAN
JOIST HANGERS PER
HANGER SCHEDULE, WELD
TO WF PER MFR. SPECS.
FLOOR JOISTS PER PLAN
FLOOR SHEATHING PER
GENERAL NOTES
BEAM PER PLAN
3 4" THICK STEEL WEB STIFFENER, AT CENTERLINE
OF COLUMN. ATTACH WITH 14" FILLET WELD ALL
AROUND
ATTACH BASE PLATE TO STEEL BEAM
W/ (4) 3 4"Ø A325 OR BETTER THROUGH
BOLTS, NUTS, AND LOCK WASHERS
HSS COLUMN PER PLAN
3 4" THICK STEEL WEB STIFFENER,
AT CENTERLINE OF COLUMN.
ATTACH WITH 1 4" FILLET WELD ALL
AROUND
CAP PLATE PER 7/S-501
(4) 3 4"Ø A325 THROUGH BOLTS, NUTS, AND LOCK
WASHERS
BASE PLATE PER 7/S-501
TABLE 1
(MINIMUM CONNECTION SPECIFICATIONS)
BEAM SIZE BOLTS
IN LINE
BOLT
DIA.
PLATE
THICKNESS
WELD
THROAT
1/2"
W/2
COPE AS REQUIRED;
AT A MINIMUM, LONG
ENOUGH SECTION OF
BEAM WEB MUST REMAIN
TO MATCH SPECIFIED
SHEAR TAB LENGTH
W BEAM
TY
P
.
B
O
L
T
SP
A
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T
A
B
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EC
(
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B
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L (PER TABLE)
W (PER TABLE)
SHEAR TABS : A36 STEEL PER GENERAL NOTES
BOLTS: ASTM A325 PER GENERAL NOTES
WELDS: 70EXX FILLET WELDS PER GENERAL NOTES,
DOUBLE SIDED, FULL LENGTH
BOLT
SPACE
EDGE CLR.
(EC)
2 3/4"3/4"4"6"W10x
W12x
NOTES:
WELDS ARE FILLET TYPE, 70 Fw (KSI), FULL LENGTH.
BOLTS ARE A325, THREAD EXCLUDED FROM SHEAR PLANE.
TAB MATERIAL IS A36.
EDGE CLEARANCE IS IN VERTICAL DIRECTION.
CENTER BOLTS HORIZONTALLY IN TAB.
1/4"
3"
2"4"8"3 3/4"3/4"
1.5"
2"
SINGLE SHEAR PLATE FOR
THICKNESS REF. TABLE
W L
BEAM OR COLUMN
PER PLAN
1/4"
FRAMING PER ARCH. AND
STRUCTURAL PLANS
1 #4 x 4 FT
GROUT OR BLOCK BP SOLID
DROP TOP REINF. BELOW BP
STEEL SHIMS AS REQ'D
FDN WALL PER PLAN
WRAP LVL IN ROOF FELT OR
ICE/WTR SHIELD
LVL
BM
MINIMUM 3 STUDS AT
HOLD DOWN FOR
ATTACHMENT
EXTERIOR SHEATHING
REQUIREMENTS PER
WALL SCHEDULE
HOLD-DOWN STRAP
PER PLAN SEE MANUF.
SPEC'S FOR
INSTALLATION
CONC. FDN. WALL
PER PLAN
FRAMING PER ARCH. AND
STRUCTURAL PLANS
WF
BM
(1) #4 x 4 FT
GROUT OR BLOCK BP SOLID
DROP TOP REINF. BELOW BP
STEEL SHIMS AS REQ'D
FDN WALL PER
DETAIL THIS SHEET
TOP MOUNT JOIST HANGER
PER HANGER SCHEDULE
24
"
6"
(1) #5 BAR DOWELS
TO MATCH VERT.
REINF. ABOVE
THUS, (ALT. HOOK
DIRECTION)
DBL. MAT OF #5
BARS @ 18" O.C.
8" CONC. WALL PER
PLAN WITH (2) #5 BARS
TOP, MIDDLE & BOTTOM
(8" (IN) MAX FROM T.O.W.
OR B.O.W.)
(1) #5 VERT. @
16" O.C.
12" EXPANSION
JOINT TYP.
2 626
4'
-
0
"
(V
E
R
I
F
Y
)
2x6 STUDS @
16" O.C.
ANCHOR BOLTS PER
GENERAL NOTES
12
"
8'-6"
(VERIFY)
ELEVATOR PIT
STEEL BEAM PER PLAN
(1) 2x6 PLATE
CS22 COIL STRAP, FILL ALL HOLES
W/ 8d NAILS
ROOF TRUSSES PER PLAN
2x6 KING STUD EACH SIDE
(3) 2x6 POST AT HOIST BEAM
ELEVATOR HOIST/SAFETY BEAMTYPICAL BEAM POCKET
A35 CLIP AT EACH KING
STUD, INSTALL PER
MANUFACTURE`S SPECS.
W
Ey
Ey
Sy L
Cy
Ex ExSx
Cx HSS TUBE STEEL COLUMN
PER PLAN, ATTACH TO
BASE OR CAP PLATE WITH
1 4" FILLET WELD, (3) SIDES
MINIMUM
HSS COLUMN BASE/CAP PLATES SCHEDULE
TYPE
HSS 512"x512"
BASE PLATE
L W T
11"6"1"
HSS 312"x312"9"4"1"
MATERIAL
BASE OR CAP PLATE
ON STEEL BEAM
A36
A36
QUANTITY
4
4
HOLE DIA.
0.875"
BOLT DIA.
0.75"
0.875"0.75"
BOLT TYPE
A325
A325
BOLTS / A. R. `s
Ey
1.25"
1.25"
Sy
8.5"
6.5"
Ex
1"
1"
Sx
4"
2"
Cx
3"
2"
Cy
5.5"
4.5"
BASE PLATE ON
CONCRETE PAD
HSS 512"x512"12"12"1"
HSS 312"x312"10"10"1"
A36
A36
4
4
1.3125"
1.3125"
0.75"
0.75"
EMBED
-
-
4"
4"
EXP. ANCH
EXP. ANCH 1"8"1"8"5"5"
1"10"1"10"6"6"
BASE PLATE ON
CONC. FDN. WALL
HSS 512"x512"11"8"1"
HSS 312"x312"
A36 4 0.75"0.5"3.25"EXP. ANCH 0.75"9.5"2.5"3"4"2.75"
---------------
16"16"
CAP PLATE
BASE PLATE
(2) 1
2" LAG SCREWS
TOP PLATE AT STEEL BEAM
STEEL BEAM PER PLAN
8" TALL x 6" WIDE x 12" THICK
A36 STEEL TABS, (1) EACH
SIDE OF LVL BEAM. ATTACH
TO BEAM WITH 1 4' FILLET
WELDS, FULL LENGTH.
LVL BEAM PER PLAN, FLUSH
WITH TOP OF NAILER PLATE
8"
3"
1"
212"
3"
2"1"
6" WIDE x 8" LONG x 12"
THICK A36 STEEL TABS, (1)
EACH SIDE OF LVL BEAM.
ATTACH TO STEEL BEAM
WITH 14" FILLET WELDS,
FULL LENGTH.
(3) 7 8"Ø THROUGH BOLTS,
NUTS, AND LOCK WASHERS
1"
3"
1"
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10/07/2019
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SHEET NUMBER:
16
9
2
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TDM/SBH
DES
FC08673.000
10/07/2019
BE
S
T
W
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S
T
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R
N
R
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M
O
D
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L
12
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ST
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S
S-502
LVL T O WF BEAM CONNECTION COLUMN DECK FRAMING - EXISTING PILASTER
1
6 7 8
9 10 11 12FRONT DECK FRAMING
2 3 4
5LVL AT STUD PACK, IN-LINE WALL
DECK LEDGER, TYPCIAL MONO TRUSS ROOF LEDGER WF BEAM AT STUD PACK, IN-LINE WALL LVL BEAM AT STUD PACK
BEAM SADDLE
INSTALL 2x4 BLOCKING BETWEEN TRUSS
TOP CHORDS. NAIL TO WALL STUDS WITH
(2) 16d NAILS PER STUD
MONO TRUSS LEDGER ATTACHMENT DETAIL
LEDGER PER PLAN
LAG SCREW PER SCHEDULE
16d NAILS PER SCHEDULE
SHEATHING PER PLAN
FRAMING PER PLAN
ENGINEERED MONO TRUSS BY OTHERS
TRUSS SPAN
MONO TRUSS LEDGER
ATTACHMENT SCHEDULE
FASTENERS
6-10 (ft)
1/2" Ø X 3 1/2" LAG
SCREWS W/ WASHERS
OR 14" DIA. SDS SCREWS
(1) @ 16"(in.) O.C.
STAGGER T&B
11-14 (ft)15-20(ft)
NOTE: BOTH LAG SCREWS AND NAILS SHOWN ARE REQUIRED FOR ALL SPANS.
16d COMMON NAILS
(2) @ 16" O.C.
EVENLY SPACED
IN JOIST BAY
(3) @ 16" O.C.
EVENLY SPACED
IN JOIST BAY
(4) @ 16" O.C.
EVENLY SPACED
IN JOIST BAY
(2) @ 16"(in.) O.C.(3) @ 16"(in.) O.C.
DECK COVERING BY OTHERS
DECK LEDGER ATTACHMENT DETAIL
EXT. SHEATHING PER PLAN
HOUSE WRAP OR BUILDING
PAPER
FLASHING BETWEEN LEDGER
AND DECK JOIST
NAILS PER SCHEDULE
FACE MOUNTED HANGER PER
SCHEDULE
LAG SCREWS PER SCHEDULE
P.T. LEDGER PER PLAN
RIM BOARD
PEEL-AND-STICK BITUMINOUS
FLASHING MEMBRANE
JOIST SPAN
DECK LEDGER ATTACHMENT SCHEDULE
FASTENERS
6-10 (ft)
1/2"∅ X 3 1/2" LAG
SCREWS W/
WASHERS OR
SIMPSON SDWS
SCREWS
(1) @ 16"(in.) O.C.
STAGGER T&B
11-14 (ft)15-18 (ft)
NOTE: BOTH LAG SCREWS AND NAILS SHOWN ARE REQUIRED FOR ALL SPANS.
16d COMMON NAILS
(2) @ 16" O.C.
EVENLY SPACED
IN JOIST BAY
(3) @ 16" O.C.
EVENLY SPACED
IN JOIST BAY
(4) @ 16" O.C.
EVENLY SPACED
IN JOIST BAY
(2) @ 16"(in.) O.C.(3) @ 16"(in.) O.C.
EXTEND NAILER PLATE AND NAIL
TO KING STUD, MIN. OF 2 NAILS.
LVL BEAM PER PLAN
STUDS PER PLAN; MINIMUM OF (3)
TRIMMERS
CS22 COIL STRAP WRAPPED OVER
BEAM AND AROUND STUD PACK AT
MID-HEIGHT AND QUARTER
POINTS. INSTALL AT LEAST ONE
NAIL IN EACH STUD.
KING STUD AT END OF BEAM;
QUANTITY PER PLAN
12
"
M
I
N
.
FLUSH BEAM PER PLAN
COLUMN PER PLAN
2 6
2 6
PLAN VIEW
12" DIA. THROUGH BOLT, INSTALLED
THROUGH KING STUDS, BLOCKING,
AND LVL BEAM.
EXTEND NAILER PLATE AND NAIL TO KING STUD, MIN.
OF 2 NAILS.
ELEVATION STEEL BEAM PER PLAN
STUDS PER PLAN; MINIMUM OF (3) TRIMMERS, U.N.O.
CS22 COIL STRAP WRAPPED AROUND STUD PACK AT
MID-HEIGHT AND QUARTER POINTS. INSTALL AT LEAST
ONE NAIL IN EACH STUD.
KING STUD AT END OF BEAM; QUANTITY PER PLAN
12
"
M
I
N
.
CS22 COIL STRAP WRAPPED OVER NAILER PLATE AND
DOWN STUD PACK ON EACH SIDE 12" MIN. INSTALL PER
MFR. SPECS.
3/4" MAX.
BEAM PER PLAN
FILLER, AS NECESSARY
NAIL SUCCESSIVE STUDS
TOGETHER WITH 10d NAILS AT 8"
O.C. ALONG LENGTH OF STUD.
START WITH TWO STUDS NAILED
TOGETHER, THEN NAIL ON
SUCCESSIVE LAMINATIONS.
CS22 COIL STRAP WRAPPED
AROUND STUD PACK AT
MID-HEIGHT AND QUARTER POINTS.
INSTALL AT LEAST ONE NAIL IN
EACH STUD.
NOTE: WHERE NUMBER OF STUDS REQUIRED ON PLAN EXCEEDS
NUMBER OF TRIMMERS THAT FIT BELOW BEAM, THE ADJACENT
KING STUDS MAY COUNT TOWARD THAT MINIMUM NUMBER.
1/2" DIAMETER THROUGH BOLT,
INSTALLED THROUGH KING STUDS,
BLOCKING, AND WEB OF STEEL
BEAM. BOLT MAY BE OMITTED IF
CS22 COIL STRAP IS INSTALLED
OVER BEAM AS SHOWN.
12
"
MI
N
.
2 4
2 4
2 4
2 4
24
24
24
24
24
24
24
24
PLATELINEPLATELINE
LVL DECK BEAM PER PLAN, SPLICE AT
CENTERLINE OF PILASTER, TYPICAL
NEW 2x4 FRAMING ADDED TO EXISTING
PILASTER FRAMING AS REQ`D
BC POST BASE, INSTALL PER MFR. SPECS.
(USE BC POST CAP AT ROOF BEAM)
EXISTING PILASTER FRAMING BELOW
PLAN VIEW
NEW 6x6 WOOD POST ABOVE TO ROOF
BEAM
NEW (4) 2x6 IN EXISTING PILASTER FRAME
FOR NEW LVL DECK BEAM BEARING
STEEL BEAMS AT STUD PACK
FLUSH WF TO 9FT. FDN. WALL
STEEL BEAM PER
PLAN
(2) 5 8"Ø x 41 2"
STRONG BOLT (2)
ANCHORS,
STAGGERED
PLAN VIEW
11 2" STEEL SHIMS,
((2) 3 4" PLATES),
PRE-DRILL FOR
ANCHOR BOLTS.
DISCONTINUE
WOOD SILL
PLATE AT BEAM
SHIM
PACK OUT BEAM
PER TYP. DETAIL
TOP PLATE AT STEEL BEAM
STEEL BEAM PER PLAN
∠4x4x1 4"x6" LONG, (1) EACH
SIDE OF LVL BEAM.
ATTACH LVL TO SHEAR
TABS WITH (2) 3 4" Ø x 312"
LONG LAG SCREWS
LVL BEAM PER PLAN, FLUSH
WITH TOP OF NAILER PLATE
4"
1"
∠4x4x14"x6" LONG, (1) EACH
SIDE OF BEAM.
(2) 3 4"Ø THROUGH BOLTS,
NUTS, AND LOCK WASHERS
6"
4"
1"
4"
1"312"
2"4"
1"
6"
ROTATED VIEW
A
A
7 8" Ø DRILL HOLES FOR
A325 3 4" Ø THROUGH
BOLTS
A
A
B
B
A-A
B-B
C
CC-C
712"
112"
3"
4"
212"
3"
2"
1"
712"
33 4"
712"
33 4"
112"
DECK FRAMING PER
12/S-502
SIDE VIEW REAR VIEW FRONT VIEW
(2) 3 4"Ø
THROUGH
BOLTS
5 8" THICK A36 STEEL SADDLE. ATTACH TO STEEL
BEAM WITH 1 4" FILLET WELD ALL AROUND
1 4" CJP
WELD AT
JOINTS,
(OR ROLL
SINGLE
PIECE OF
STEEL)
2 626
2
10
2
10
2
10
2
10
2
10
2
10
2
10
2
10
2
2 6
2 6
2 6
2 6
STEEL BEAM PER PLAN
TOP MTD. JOIST
HANGERS , ATTACH TO
NAILER PLATE ON WF
PER HANGER
SCHEDULE
FLUSH MTD. JOIST
HANGERS PER
HANGER SCHEDULE
2x10 DECK JOISTS PER
PLAN. RIP TOP OF
JOIST FOR SLOPE
DRAINAGE. MIN. 6"
DEEP AT END.6"
MI
N
.
3/4" MAX.
WF BEAM BEARING DETAIL
INSTALL SOLID BLOCKING NEXT TO WEB OF WF BEAM AT
BEARING LOCATIONS.
1/2" DIAMETER THROUGH BOLT, INSTALLED THROUGH KING
STUDS, BLOCKING, AND WEB OF STEEL BEAM. BOLT MAY BE
OMITTED IF CS22 COIL STRAP IS INSTALLED OVER BEAM AS
SHOWN.
FILLER, AS NECESSARY
NAIL SUCCESSIVE STUDS TOGETHER WITH 10d NAILS AT 8" O.C.
ALONG LENGTH OF STUD. START WITH TWO STUDS NAILED
TOGETHER, THEN NAIL ON SUCCESSIVE LAMINATIONS.
CS22 COIL STRAP WRAPPED AROUND STUD PACK AT
MID-HEIGHT AND QUARTER POINTS. INSTALL AT LEAST ONE
NAIL IN EACH STUD.
NOTE: WHERE NUMBER OF STUDS REQUIRED
ON PLAN EXCEEDS NUMBER OF TRIMMERS
THAT FIT BELOW FLANGE, THE ADJACENT
KING STUDS MAY COUNT TOWARD THAT
MINIMUM NUMBER.
12
"
M
I
N
.
SIMPSON PSQ PLATE CENTERED EACH
SIDE OF BEAM AT SPLICE
SIMPSON H2.5A CLIP
SIMPSON H2.5A CLIP
6"
6"
2 626
2 6
2 6
LVL BEAM
PER PLAN
2
10
2
10
2
10
2
10
3"
STEEL BEAM TO LVL CONNECTION
PER PLAN
812"
VERIFY
16
"
16"
VERIFY
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SHEET NUMBER:
16
9
2
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(9
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5
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0
TDM/SBH
DES
FC08673.000
10/07/2019
BE
S
T
W
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S
T
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N
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M
O
D
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12
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S-503
1A
5 6 7
1B 32
4
12" GYPBOARD EACH SIDE OF
WALL, INSTALL WITH 7" O.C.
EDGE NAILING U.N.O. (SEE
BRACED WALL SCHEDULE)
2 4
2 4
INSTALL SIMPSON A35
ANGLE CLIP ON ONE SIDE OF
BLOCKING
SHEAR WALL PER PLAN NAIL
TO BLOCKING PER CODE
PACK OUT WEB OF FLOOR
JOISTS
SIMPSON A35 CLIP ONE SIDE
OF BLOCKING, INSTALL PER
MFR. SPECS.
2x BLOCKING BETWEEN
FLOOR JOISTS OR ROOF
TRUSSES OVER WALL @ 16"
O.C.
SOLID BLOCKING BETWEEN
FLOOR JOISTS
12" GYPBOARD EACH SIDE OF
WALL, INSTALL WITH 7" O.C.
EDGE NAILING U.N.O. (SEE
BRACED WALL SCHEDULE)
2 4
2 4
INSTALL SIMPSON A35
ANGLE CLIP ON ONE SIDE OF
BLOCKING
DOUBLE SHEAR WALL PER
PLAN NAIL TO BLOCKING
PER CODE
PACK OUT WEB OF FLOOR
JOISTS
(1) SIMPSON A35 CLIP ONE SIDE
OF BLOCKING EACH WALL,
INSTALL PER MFR. SPECS.
2x BLOCKING BETWEEN
FLOOR JOISTS OR ROOF
TRUSSES OVER WALL @ 16"
O.C.
SOLID BLOCKING BETWEEN
FLOOR JOISTS
2 4
2 4
2 4 2 4
EXT.WALL
SHEATHING
PER PLAN,
NO SPLICES
THIS AREA,
12
"
MI
N
.
12
"
MI
N
.
UPPER
FLOOR
LOWER
FLOOR
WALL SHEATHING PLACEMENTSTUD PACK TO LVL INTERIOR SHEAR WALL CONNECTION TO SLAB
INTERIOR SHEAR WALL CONNECTION;
WALL PERPENDICULAR TO STUDS
INSTALL SIMPSON A35
ANGLE CLIP @ 16" O.C. PER
MFR. SPECS.
JOISTS PER PLAN
A35 CLIP @ 16" O.C., INSTALL
PER MFR. SPECS.
SOLID 2x BLOCKING EACH
BAY
SOLID 2x BLOCKING EACH
BAY
12" GYPBOARD EACH SIDE OF
WALL, INSTALL WITH 7" O.C.
EDGE NAILING.
12" GYPBOARD EACH SIDE OF
WALL, INSTALL WITH 7" O.C.
EDGE NAILING.
2 4
2 4
INSTALL SIMPSON A35
ANGLE CLIP ON ONE SIDE OF
BLOCKING
SIMPSON TITEN CONCRETE
SCREWS @ 16" O.C., INSTALL
PER MFR. SPECS.
2x BLOCKING
BETWEEN
FLOOR JOISTS
OR TRUSSES
OVER WALL @
16" O.C.
SAWCUT JOINTS 1 4" THICK, 1 4
OF SLAB THICKNESS DEEP
THICKENED SLAB BELOW
SHEAR WALL
12"
12
"
PACK OUT WEB OF FLOOR
JOISTS
(1) SIMPSON A35 CLIP
EACH SIDE OF STUD PACK
TO LVL HEADER
2x6 STUD PACK PER PLAN
LVL HEADER PER PLAN,
SPLICE AT CENTERLINE OF
PILASTER, TYPICAL
SIMPSON 3" T131475S
SCREWS @ 16" O.C., (ALT.;
SIDE OF WEB EACH SCREW)
NAILER PLATE, ATTACH PER
DETAIL 8/S-503
HANGERS PER SCHEDULE26
2 6
(2) 1 4"Ø SIMPSON SDWS
SCREWS @ 16" O.C.
WF10x_ STEEL BEAM PER PLAN
12" GYPBOARD WITH 7" EDGE
NAILING
WF10x_ STEEL BEAM PER PLAN
2xFULL WIDTH TOP
PLATE, GLUE & NAIL TO
BEAM W/(1) 0.157" DIA. P.A.F.
AT 32" O.C., STAGGERED
STEEL BEAM PER PLAN
NAILER PLATE TO STEEL BEAM
INTERIOR SHEAR WALL BETWEEN STEEL
BEAMS
DOUBLE WALL SHEAR CONNECTION, WALL
PARALLEL TO STUDS
SINGLE WALL SHEAR CONNECTION; WALL
PARALLEL TO STUDS
2'-0"
MAX.
2x6 OUTLOOKERS AT 16" O.C.
ORIENT ON EDGE, EXTENDED
BACK TO FIRST COMMON
TRUSS
SIMPSON H2.5
DROP TOP CHORD OF GABLE
END TRUSS BY 3 12"
CONNECT 2x6 OUTLOOKER
TO COMMON TRUSS WITH
SIMPSON A35 FRAMING
ANGLE
TRUSSES AT 24" O.C.
CEILING PER ARCH. DWGS.
FRAME WALL PER ARCH.
PLANS
8TYPICAL OUTLOOKER
JOIST SPAN
FLOOR LEDGER ATTACHMENT SCHEDULE
FASTENERS
6-10 (ft)
1/2"∅ X 3 1/2" LAG
SCREWS W/
WASHERS OR
SIMPSON SDWS
SCREWS
(1) @ 16"(in.) O.C.
STAGGER T&B
11-14 (ft)15-18 (ft)
NOTE: BOTH LAG SCREWS AND NAILS SHOWN ARE REQUIRED FOR ALL SPANS.
16d COMMON NAILS
(2) @ 16" O.C.
EVENLY SPACED
IN JOIST BAY
(3) @ 16" O.C.
EVENLY SPACED
IN JOIST BAY
(4) @ 16" O.C.
EVENLY SPACED
IN JOIST BAY
(2) @ 16"(in.) O.C.(3) @ 16"(in.) O.C.
FDN. WALL PER PLAN
2x12 TREATED LEDGER, (INSTALL
W/ (2) 12" DIA. x 5" TITEN HD
ANCHORS AT 16" O.C., ALTERNATE
TOP & BOTTOM
FACE MOUNTED HANGER PER
SCHEDULE
FLOOR SHEATHING PER
GENERAL NOTES
FRAMING PER
ARCHITECTURAL/STRUCTURAL
DWGS.
NAILS PER SCHEDULE
FLUSH MOUNTED HANGER
PER PLAN
LAG SCREWS PER SCHEDULE
2x12 LEDGER
CONTINUOUS STUDS PER
PLAN
9FLOOR LEDGER - CONCRETE FDN. WALL 10FLOOR LEDGER - TYPICAL
NEW CONTINUOUS FOOTING PER
PLAN, REINFORCE WITH (2) #4 REBAR
CONTINUOUS TOP AND BOTTOM
NEW 2x6 STUDS @ 16" O.C., INSTALL
SILL PLATE WITH 0.157 P.A.F. @ 48"
O.C. AND CONSTRUCTION ADHESIVE,
OPTION: 12"Ø TITEN HD ANCHORS @
48" O.C.
12" EXPANSION JT. MTL.
1
4" SLAB PER PLAN
DRILL & EPOXY #4 BARS
DOWELS 6" MIN. INTO
EXISTING FOOTING @ 12" O.C.
ALONG LENGTH OF FOOTING
11BEARING WALL FOOTING