HomeMy WebLinkAboutPLANS B-10719 Foundation Skyview Event Center Fall River Village 2017-11-10PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
SHEET NO.INDEX OF SHEETS
S0 COVER SHEET
S1 FOUNDATION PLAN
S2 BASEMENT FRAMING PLAN
S3 MAIN FLOOR FRAMING PLAN
S4 SECOND (ROOF DECK)
LOWER ROOF FRAMING PLAN
S5 ROOF FRAMING PLAN
S6 1- 11 FOUNDATION DETAILS
S7 12-15 STRUCTURAL DETAILS
S8 16-22 STRUCTURAL DETAILS
S9 23-33 STRUCTURAL DETAILS
S10 34-41 STRUCTURAL DETAILS
S11 42-52 STRUCTURAL DETAILS
S12 53-61 STRUCTURAL DETAIL
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
TI
T
L
E
S
H
E
E
T
SOILS INFORMATION
REPORT NO.FALLRI-17G2C-01-709
DATE 07/17/17
SOILS REPORT BY LANDMARK ENGINEERING,
INC.
RECOMMENDED SOIL BEARING PRESSURES:
4000MAX.
NONEMIN.
SPECIAL NOTES:
PSF
FOOTINGS MUST BEAR
ENTIRELY ON
DECOMPOSED OR VERY
HARD GRANITE BEDROCK
NOTE:
OTHER OBSERVATIONS MAY BE REQUIRED, AND CAN BE DONE BY THE CITY, COUNTY OR OTHER ENGINEERS WORKING
ON THIS PROJECT. CHECK WITH BUILDING OFFICIALS TO VERIFY WHAT INSPECTIONS ARE REQUIRED.
IT IS THE CONTRACTORS/OWNERS RESPONSIBILITY TO VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO
CONSTRUCTION. BRICK LEDGES, FOUNDATION STEPS, INSETS, BEAM POCKETS, AND BASEMENT WINDOWS, ETC. MAY
OR MAY NOT BE SHOWN. THIS FOUNDATION PLAN IS BASED ON THE ARCHITECT FURNISHED PLANS AND THE ABOVE
REFERENCED SPECIFICATIONS. ANY DISCREPANCIES OR CHANGES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ENGINEER.
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
DESCRIBED IN THE ABOVE REFERENCED SOILS REPORT. 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. ALL OTHER RECOMMENDATIONS CONTAINED IN THE SOILS REPORT
PERTAINING TO BACKFILL, DRAINAGE, ETC. SHOULD BE INCORPORATED INTO THE DESIGN OF THIS PROJECT.
STRUCTURAL STEEL BEAMS SHALL CONFORM TO ASTM A992 (FY= 50 KSI). STRUCTURAL STEEL
COLUMNS SHALL CONFORM TO ASTM A500 ( FY= 46 KSI).
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 UTILIZE
CHAIRS OR OTHER ACCEPTABLE METHODS TO ACHIEVE THE REQUIRED CROSS SECTION LOCATION.
WOOD:
ANCHOR
BOLTS:
STEEL:
REINFORCING:
CONCRETE:
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. WE RECOMMEND IMPORTED GRANULAR (NON-EXPANSIVE) STRUCTURAL FILL BE USED FOR BACKFILLING
AROUND ALL FOUNDATION WALLS AND BENEATH ALL SLAB-ON-GRADE AREAS FOR SITES WHERE EXPANSIVE SOILS
ARE PREVALENT. IN LIEU OF IMPORTED GRANULAR FILL, THE ONSITE SOILS COULD BE USED FOR BACKFILL IF THE
MATERIAL AND COMPACTION PROCESS IS ACCEPTABLE TO THE GEOTECHNICAL ENGINEER. BACKFILL SHOULD BE
ADEQUATELY COMPACTED AND GRADED TO PROVIDE ADEQUATE DRAINAGE AWAY FROM THE FOUNDATION. BACKFILL
ADJACENT TO THE FOUNDATION MAY SETTLE OVER TIME. THE BACKFILL MUST BE MONITORED AND MAINTAINED TO
PROVIDE ADEQUATE DRAINAGE AWAY FROM THE FOUNDATION.
ADEQUATE DRAINAGE SHALL BE PROVIDED AROUND THE STRUCTURE. THIS DRAINAGE SHOULD BE MONITORED
AND MAINTAINED THROUGHOUT THE LIFE OF THE STRUCTURE. AT A MINIMUM, WE RECOMMEND A MINIMUM
SLOPE OF 1' (FT) IN THE FIRST TEN FEET AND A MINIMUM 2 % SLOPE FROM THAT POINT TO THE PROPERTY LINE
FOR LANDSCAPED AREAS. FOR ALL BELOW GRADE HABITABLE AREAS, WE RECOMMEND AN EXTERIOR
PERIMETER DRAIN. AT A MINIMUM IT SHOULD CONSIST OF DRAINAGE FABRIC OVER 12" (IN) OF CLEAN GRAVEL
OVER A 4"(IN) PERFORATED PIPE SLOPED AT 1/8" (IN)/FT MINIMUM TO DAYLIGHT WELL BEYOND THE FOUNDATION
SYSTEM OR TO A SUMP PIT.
ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL
BE G185 HOT-DIP GALVANIZED, TYPE 304 STAINLESS STEEL OR TYPE 316 STAINLESS STEEL.
FASTENERS
AND
CONNECTORS:
WALLS:
FLOORS:
MISC:
ROOF:
ALL FRAMING SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF 2015 IBC. ALL CONNECTIONS OR MEMBERS NOT
SHOWN ARE PER CODE. ALL MANUFACTURED WOOD PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURERS
SPECIFICATIONS.
FLOOR SHEATHING SHALL CONSIST OF 3/4" T & G GLUED AND NAILED W/ 8D NAILS @ 6" ON-CENTER
EDGES, 12" ON-CENTER INTERMEDIATE SUPPORTS. PROVIDE BLOCKING AT SUPPORTS AS REQUIRED BY
CODE.
ROOF DECK (SECOND FLOOR) SHALL BE METAL PAN DECK SECURED TO METAL BAR JOISTS PER
MANUFACTURER. INSTALL TYPICAL FLOOR SHEATHING OVER PAN DECK AND SECURE WITH SELF
TAPPING SCREWS DRIVEN FLUSH WITH TOP OF SHEATHING AND CONTINUOUS BEAD OF CONSTRUCTION
ADHESIVE TO EACH RIB OF PAN DECK.
ALL HANGERS PER SCHEDULE.
·ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR REDWOOD.
·PROVIDE SOLID BLOCKING TO TRANSMIT ALL POINT LOADS CONTINUOUS TO THE FOUNDATION
AS NECESSARY.
·IT IS THE CONTRACTORS/OWNERS RESPONSIBILITY TO VERIFY AND COORDINATE ALL
DIMENSIONS PRIOR TO CONSTRUCTION. THESE PLANS ARE BASED ON THE ARCHITECTS PLANS
AND THE ABOVE REFERENCED SPECIFICATIONS. ANY DISCREPANCIES OR CHANGES SHOULD BE
BROUGHT TO THE ATTENTION OF THE ENGINEER.
·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.
·LAP WALL SHEATHING MIN. 12" BELOW SILL PLATES MAIN AND SECOND FLOORS TO COMBAT
HINGE POINT AND RUN FULL SHEET OVER TOP OF PLATE / TOP OF WALL.
ROOF SHEATHING SHALL BE 7/16" (15
32 SPAN RATING) O.S.B. OR BETTER WITH 8D @ 6" ON-CENTER
EDGES, 12" ON-CENTER FIELD, OVER ENGINEERED TRUSSES BY OTHERS OR 3" THICK 'LOCKDECK'
SHEATHING ON GLULAM BEAMS. FOR TRUSS ATTACHMENT AND BRACING REFER TO THE TRUSS
MANUFACTURERS RECOMMENDATIONS. TRUSSES MUST HAVE TRUSS CLIPS AT ALL BEARING POINTS.
·ALL EXTERIOR WALL FRAMING SHALL BE 7/16" STRUCTURAL RATED OSB SHEATHING OVER 2X6
HF#2 @ 16" ON-CENTER UNLESS NOTED OTHERWISE. SHEATHING SHALL BE ATTACHED PER THE
BRACED WALL PANEL SCHEDULE.
·BUILT UP COLUMNS ARE 3-2XWALL THICKNESS HF#2 OR BETTER UNLESS NOTED OTHERWISE ON
THE PLANS.
·STUDS OVER 10' TALL SHALL BE 13 4" x 512" LVLS.
·STUDS SHALL BE ATTACHED TO TOP, BOTTOM, AND SILL PLATES WITH (3) 16d COMMON NAILS INTO
THE END GRAIN OF THE STUD.
·WINDOW SILL PLATES SHALL BE ATTACHED TO KING STUDS WITH (3) 16d COMMON NAILS PER
PLATE PER END INTO THE END GRAIN OF THE WINDOW SILL PLATE.
ALL DIMENSIONAL LUMBER SHALL BE HEM FIR #2 OR BETTER UNLESS NOTED ON THE PLAN.
ALL LAMINATED VENEER LUMBER SHALL HAVE AN ALLOWABLE FLEXURAL STRESS FB = 2600
PSI AND MODULUS OF ELASTICITY OF E = 1.9X10E6 PSI OR BETTER. ALL LAMINATED STRAND
LUMBER SHALL HAVE AN ALLOWABLE FLEXURAL STRESS FB = 2325 PSI AND MODULUS OF
ELASTICITY OF E = 1.55X10E6 PSI OR BETTER. GLUED LAMINATED LUMBER SHALL HAVE AN
ALLOWABLE FLEXURAL STRESS FB = 2400 PSI AND MODULUS OF ELASTICITY OF E = 1.8X10E6
PSI OR BETTER. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR
REDWOOD.
FOUNDATION ANCHOR BOLTS SHALL CONFORM TO ASTM A307 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.
CONCRETE SHALL CONTAIN TYPE II CEMENT, 6%+/-1.5% AIR ENTRAINMENT, AND A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 4000 PSI FOR STRUCTURAL CONCRETE, 3500 PSI FOR INTERIOR SLABS
ON GRADE, AND 4500 PSI EXTERIOR SLABS ON GRADE.
GENERAL NOTES:
1. MATERIALS:
THIS PLAN IS BASED UPON THE FOLLOWING MATERIAL PROPERTIES:
2. SOILS:
3. BACKFILL:
4. FRAMING:
5. DRAINAGE:
6. LIMITATIONS:
DESIGN LOADING AND
CODE JURISDICTION:
7. RECOMMENDED QUALITY ASSURANCE OBSERVATIONS
1. REBAR INSTALLATION CAN BE INSPECTED BY CTL THOMPSON.
FOOTING, FORMWORK, SUBGRADE CONDITION AND REBAR INSTALLATION CAN BE INSPECTED BY CTL THOMPSON.
2. PERIMETER DRAIN, GRAVEL, AND FILTER CLOTH INSTALLATION CAN BE INSPECTED BY CTL THOMPSON.
DAMP PROOFING OF EXTERIOR OF BASEMENT CONCRETE WALL CAN BE INSPECTED BY CTL THOMPSON.
SKYVIEW AT FALL RIVER VILLAGE
278 SUNNY ACRES COURT
ESTES PARK, COLORADO
PROJECT LOCATION:
·IT IS THE CONTRACTORS/OWNERS
RESPONSIBILITY TO VERIFY AND COORDINATE
ALL DIMENSIONS PRIOR TO CONSTRUCTION.
THESE PLANS ARE BASED ON THE ARCHITECTS
PLANS AND REFERENCED SPECIFICATIONS.
ANY DISCREPANCIES OR CHANGES SHOULD BE
BROUGHT TO THE ATTENTION OF THE
ENGINEER
ALL WELDS SHALL BE PRE-QUALIFIED COMPLETE JOINT PENETRATION WELDS, AS DEFINED BY
ANSI/AWX D1.1, ORD1.3, LATEST EDITION.
ALL MISCELLANEOUS WELDS (FIELD OR SHOP) SHALL BE MINIMUM SIZE 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.
1
1
FIELD WELDED CONNECTIONS
BOLTED CONNECTIONS
REQUIRED SPECIAL INSPECTIONS (PER IBC CH. 17)
CTL
CTL
EXTERIOR STRAPPING CTL
PAN DECK INSTALLATION CTL
BAR JOIST INSTALLATION CTL
CONCRETE CTL
REINFORCING STEEL CTL
1
1
NOTE:
OTHER OBSERVATIONS MAY
BE REQUIRED BY THE CITY
OR OTHER ENGINEERS
WORKING ON THIS PROJECT.
RECOMMENDED OBSERVATIONS:
FOUNDATION REINFORCEMENT
FOOTING FORMWORK & SUBGRADE
OPEN-HOLE / SOIL VERIFICATION
RECOMMENDED QUALITY ASSURANCE OBSERVATIONS
CTL
CTL
LANDMARK ENGINEERING
OBSERVATION PERFORMED BY:
PERIMETER DRAIN
CTL
CTL
DAMP PROOFING
PIERS CTL
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 MSTC40 EQUAL LENGTH OF STRAP TOP AND BOTTOM OVER RIM.
STRAP EACH SIDE OF WALL TO BEAM BELOW.
SIMPSON HDU11-SDS2.5 (16")
w/ SB1x30 EMBED. INSTALL PER
MANUFACTURER`S SPECIFICATIONS. ATTACH
HDU TO (4) 2x6 COLUMN (MIN.)
1. ALL EXTERIOR SHEATHING VERTICAL EDGES SHALL FALL UPON 2X4 OR 2X6 STUDS SPACED 16" O/C TYP (SEE PLAN).
2. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE 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.).
7. WIND SHEAR WALLS DESIGNED USING CODE PRESCRIPTIVE CONTINUOUS SHEATHING (CS), WOOD STRUCTURAL PANEL (WSP),
GYPSUM BOARD (GB) METHODS, AND/OR ACCEPTED ENGINEERING PRACTICE.
8. 3x OR 4x AT ALL PANEL EDGES REQUIRED (BLOCKING INCLUDED).
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"
3 0.12" NAIL X 15
8" MIN1/2"NO 10"7"
INDICATES SIMPSON HOLD-DOWN STRAP.
ATTACH PER DETAILS.
INDICATES SIMPSON FLAT STRAP. EXTEND TO
BEAM OR WALL BELOW.
1
HEADER SIZE MATERIAL
(1) 2x2-2X8 HF #2
LSL OPTION
HF28 31
2" X 51
2"
# OF TRIMMER STUDS PER
SIDE UNLESS NOTED
OTHERWISE ON PLANS
(2) 2x2-2X12 HF #2HF212 31
2" X 111
2"
KING STUD SCHEDULE
OPENING WIDTH
(5) 2x
(6) 2x
(7) 2x
(8) 2x
# OF KING STUDS PER SIDE UNLESS NOTED OTHERWISE ON PLANS
(#)T
,
(
#
)
K
HEADER SCHEDULE
OSB or PLYWOOD
ONE SIDE
GYPSUM BOARD
ONE SIDE
OSB or PLYWOOD
EXTERIOR ONLY
RATED STRUC.
SHEATHING TYPE
ALL EXTERIOR
UNLESS NOTED
OTHERWISE
SHTH. THICKNESS
MINIMUM
WALL
DESIGNATION
HORIZONTAL
EDGES
BLOCKED?
CONNECTOR TYPE
(OR EQUAL)
EDGE SPACING FIELD SPACING
YES
(NOTE 2)
YES
(NOTE 2)
FROM 12"TO 2'-11"(4) 2x
FROM 3'-0"TO 5'-0"
TO 8'-0"FROM 5'-1"
FROM 8'-1"TO 11'-11"
FROM 12'-0"TO 16'-4"
(#)T DEPICTS THE REQUIRED NUMBER OF TRIMMER STUDS
(#)K DEPICTS THE REQUIRED NUMBER OF KING STUDS
PLAN SYMBOL
7/16"8d COMMON 12"2"2
OSB or PLYWOOD
ONE SIDE
YES
(NOTE 2)
(2) 2x2-2X10 HF #2HF210 31
2" X 91
2"
ATTACHMENT TO
KING STUDS (PER
PLY PER END)
3
4
4
16d COMMON NAILS INTO END GRAIN OF HEADER
(NOTE 8)
1
1
1
1
1
1
1
1
HANGER SCHEDULE
CONNECTION LOCATION CONNECTOR
I-JOIST TO FLUSH WOOD BEAM IUS-SERIES
(2) I-JOIST TO FLUSH WOOD BEAM MIU-SERIES
SAWN JOIST TO FLUSH WOOD BEAM LUS-SERIES
(1)-LVL TO FLUSH WOOD BEAM HU-SERIES
(2)-LVL TO FLUSH WOOD BEAM HU-SERIES
(3)-LVL TO FLUSH WOOD BEAM HU-SERIES
WOOD POST TO FOUNDATION ABU-SERIES
WOOD POST TO BEAM ABOVE BC-SERIES
I-JOIST TO FLUSH STEEL BEAM ITS-SERIES
(2) I-JOIST TO FLUSH STEEL BEAM ITS-SERIES
(1)-LVL TO FLUSH STEEL BEAM ITS-SERIES
(2)-LVL TO FLUSH STEEL BEAM ITS-SERIES
(3)-LVL TO FLUSH STEEL BEAM HB-SERIES
LVL TO WOOD COLUMN AT ELEVATOR HUC-SERIES
GLULAM TO FLUSH LVL HW-SERIES
* - THIS HANGER MAY BE SPECIAL ORDER FOR THE
APPLICATION LISTED ABOVE.
NOTE: FOR EXTERIOR APPLICATIONS WHERE ACQ
TREATED LUMBER WILL BE USED, ALL HANGERS MUST
HAVE ZMAX CORROSION PROTECTION.
1
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
L
L
M
M
1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
ELEVATOR
80'-0"
11'-4"10'-8"10'-8"10'-8"10'-8"9'-10"7'-6"8'-6"
8'
-
8
"
12
'
-
8
"
10
'
-
1
"
9'
-
1
1
"
8'-7"
7'-81 2"11'-4"3'-2"7'-6"10'-8"10'-8"10'-8"10'-0"7'-6"8'-6"3'-0"
10
'
-
0
3
4"
10
'
-
8
"
8'
-
8
"
12
'
-
8
"
6'
-
0
"
4'
-
1
"
8'
-
1
1
4"
4'-41 2"7'-81 2"11'-4"3'-2"7'-6"10'-8"10'-8"10'-8"10'-0"7'-6"8'-6"3'-0"
10
'
-
0
3
4"
10
'
-
8
"
8'
-
8
"
12
'
-
8
"
6'
-
0
"
4'
-
1
"
8'
-
1
1
4"
4'-41 2"
14'-33 4"30'-21 4"9'-8"9'-7"
16'-3"11'-10"
5'
-
0
"
9'
-
0
"
11
"
42
'
-
1
"
1'-9"10'-6"1'-9"
2'-21 4"71 4"
5'
-
0
"
4'
-
0
"
5'
-
0
"
4'
-
0
"
6'-03 4"
1'-2"
5'-3"8'-5"8'-6"
57 8"
9'-03 8"
57 8"
7 8"118"
5'
-
3
7
8"
7'
-
1
0
"
38
'
-
0
"
3'
-
1
"
4'
-
0
"
10" WALL
CF
-
2
4
CF
-
3
6
CF-16 CF-24
CF
-
1
6
CF
-
1
6
CF-24
CF-16
5'
-
6
"
9'-7" 39'-101 4" (7ft. MAX. BACKFILL)14'-33 4"
CF-16
CF-16
CF
-
1
6
9"
4'-0"
1'-0"1'
-
0
"
CF
-
1
6
CF-16
CF-16
6'
-
1
0
"
4'-0"
10
"
W
A
L
L
CF
-
1
6
CF
-
1
6
CF
-
3
6
CF
-
2
4
CF
-
2
4
CF-24
3"
5"
CF-16
2'
-
9
1
2"
2'
-
2
12"
1'-9"
5'
-
0
"
9"
1012"
1012"
101 2"1012"
2'
-
2
"
2'
-
1
0
"
10
'
-
8
"
CF-16
4'-4"
CF-16
CF
-
1
6
CF-36 CF-16
CF
-
1
6
3"
11
"
21 4"
CF-16
12
"
W
A
L
L
6"
12
"
W
A
L
L
10
"
W
A
L
L
4'
-
0
"
4'
-
0
"
8'-1"
15'-9"
4'
-
0
"
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
FOUNDATION PLAN
SCALE 1/4" = 1'-0"
FO
U
N
D
A
T
I
O
N
P
L
A
N
BEAM PER S2
BEAM PER S2
CRAWLSPACE-PROVIDE
6 MIL POLYETHYLENE
MOISTURE BARRIER
AND CROSS
VENTILATION PER
LOCAL CODE
UNEXCAVATED
2x6 STUDS @ 16" O.C. FOR
BEARING CRIPPLE WALL
BEAM PER S2
BEAM PER S2
CRAWLSPACE ACCESS
S6
10
S6
7
S6
4
S6
6
S6
1
S6
5
S6
4
S6
2
34x34x12
34x34x12
28x66x12
34x34x12
34x34x12
34x34x12
34x34x12 42x42x12
34x34x12
28x66x12
34x34x12
36x36x12
BP BP
CRAWLSPACE-PROVIDE 6 MIL
POLYETHYLENE MOISTURE
BARRIER AND CROSS
VENTILATION PER LOCAL
CODE
STEP FTG TO
BEAR ON
COMPETENT
BEDROCK
2x4 TREATED
SILL PLATE
2x6 TREATED
SILL PLATE
2x6 TREATED
SILL PLATE
2x6 TREATED
SILL PLATE
2x6 TREATED
SILL PLATE
2x6 TREATED
SILL PLATE @
ELEVATOR
12" THICK CAST-IN
-PLACE CONC. SLAB,
REINF. WITH (2)
LAYERS OF #4 BAR
@ 8" O.C. EA. WAY
21"x60" CONC.
PEDESTAL
2x6 STUDS @ 16"
O.C., TYPICAL,
U.N.O.
BP
3
4"
D
I
A
.
AN
C
H
O
R
BO
L
T
S
@
6
"
O
.
C
.
12"
D
I
A
.
A
N
C
H
O
R
BO
L
T
S
@
1
2
"
O
.
C
.
12"
D
I
A
.
A
N
C
H
O
R
BO
L
T
S
@
1
2
"
O
.
C
.
ELEV.
TOW
100'-0"
TOP OF WALL
ELEVATION SYMBOL
S6
STEP
FTG
STEP FTG TO BEAR ON
COMPETENT BEDROCK
ELE
V
.
TO
W
81'
-
2
"
ELE
V
.
TO
W
88'
-
0
"
ELE
V
.
TO
W
92'
-
0
"
ELE
V
.
TO
W
84'
-
0
"
ELE
V
.
TO
W
82'
-
0
"
ELE
V
.
TO
W
81'
-
2
"
ELE
V
.
TO
W
81'
-
2
"
28x66x12
28x66x12
28x66x12
34x34x12 34x34x12 34x34x12
#5
R
E
B
A
R
PI
N
S
@
4
8
"
O.
C
.
#5
R
E
B
A
R
P
I
N
S
@
4
8
"
O.
C
.
#5
R
E
B
A
R
PI
N
S
@
6
"
O.
C
.
#5
R
E
B
A
R
PI
N
S
@
6
"
O.
C
.
#5
R
E
B
A
R
PI
N
S
@
2
4
"
O.
C
.
S68
EL
E
V
.
TO
W
88
'
-
8
1
/
8
"
EL
E
V
.
88
'
-
8
1
/
8
"
T.O
.
W
S68
S68
S68
S68
18x18x12
24x24x10
24x24x10
S6
11
S6
11sim.
ELE
V
.
TO
W
94'
-
8
"
9
S6
9
MAIN LEVEL FF = 100'-0" SEE
CIVIL DRAWINGS AND
REFERENCE FF ELEVATION
7628' AT SITE
BASEMENT FF=89'-1014"
EL
E
V
.
TO
S
84'
-
1
0
1
/
4
"
ELE
V
.
TO
W
99'
-
9
3
/
4
"
ELE
V
.
TO
W
99'
-
9
3
/
4
"
ELE
V
.
TOW
99'-
9
3
/
4
"
ELE
V
.
99'
-
9
3
/
4
"
TO
W
ELE
V
.
99'
-
9
3
/
4
"
TO
W
ELE
V
.
99'
-
9
3
/
4
"
TO
W
ELE
V
.
TO
W
99'
-
9
3
/
4
"
ELE
V
.
94'
-
0
"
TO
W
ELE
V
.
96'
-
0
"
TO
W
ELE
V
.
90'
-
0
"
TO
W
ELE
V
.
86'
-
0
"
TO
W
ELE
V
.
82'
-
0
"
TO
W
STEP
FTG
STEP
FTG
ELE
V
.
TOW
94'-
8
"
ELE
V
.
TO
W
89'
-
8
"
ELE
V
.
94'
-
8
"
TO
W
12"
D
I
A
.
A
N
C
H
O
R
BO
L
T
S
@
8
"
O
.
C
.
1
1
1 1
12" THICK FDN. WALL WITH #4
VERTICAL REBAR @ 6" O.C.,
INSTALL WITH REBAR PINS @
12" O.C. @ UPHILL EDGE
34x34x12
X
NUMBER
SIGNIFIES WIDTH
OF 10" DEEP
CONTINUOUS
FOOTING
FOUNDATION LEGEND
CF-16
ALL PADS TO BEAR UPON DECOMPOSED/COMPETENT
BEDROCK AS INDICATED.
ALL FOOTINGS TO BEAR UPON
DECOMPOSED/COMETENT BEDROCK AS
INDICATED.
BOTTOM OF FOOTINGS TO BE A MINIMUM 30"
(IN) BELOW FINISH GRADE.
PROVIDE "J" DOWELS TO MATCH WALL
REINFORCEMENT ABOVE
#4 BARS @ 12" ON- CENTER EACH WAY. 312" FROM BOTTOM
IN DEPTH OF PADS.
PADS 12" THICK REQUIRE (2) LAYERS OF #4 REBAR
FOOTINGS 26" AND WIDER ADD (3) #4 CONT. &
(1) #4 TRANS. @ 24" O.C.
TH
I
C
K
N
E
S
S
WIDTH
LE
N
G
T
H
XW TL
ALL ELEVATOR
WALLS: #5 REBAR
PINS @ 48" O.C.
S6
8
S11
52
S6
6
21"x60" CONC.
PEDESTAL
PERIMETER
DRAIN PER
GENERAL
NOTES, SEE
SHEET S0
STEP
FTG
STEP
FTG
E
L
E
V
.
T.
O
.
F
.
9
0
'
-
9
"
ELE
V
.
T.O
.
F
.
80'-
1
0
"
ELE
V
.
T.O
.
F
.
76'-
1
0
"
STEP
FTG
E
L
E
V
.
T
.
O
.
F
.
9
0
'
-
9
"
ELEV.
T.O.F.
96'-10"
ELEV
.
T.O.F
.
96'-10
"
ELEV.T.O.F.
90'-9"
TOP OF FOOTING
ELEVATION SYMBOL
STEP
FTG
STEP
FTG
STEP
FTG
STEP
FTG
ELE
V
.
T.O
.
F
.
85'-
1
3
/
4
"
ELE
V
.
T.O
.
F
.
85'-
1
3
/
4
"
ELE
V
.
T.O
.
F
.
85'-
1
3
/
4
"
ELE
V
.
T.O
.
F
.
85'-
1
3
/
4
"
E
L
E
V
.
T.
O
.
F
.
8
5
'
-
1
3
/
4
"
E
L
E
V
.
T.
O
.
F
.
8
5
'
-
1
3
/
4
"
EL
E
V
.
T.
O
.
F
.
85
'
-
1
3
/
4
"
EL
E
V
.
T.
O
.
F
.
81'
-
0
"
EL
E
V
.
T.
O
.
F
.
81'
-
0
"
EL
E
V
.
T.
O
.
F
.
81'
-
0
"
EL
E
V
.
T.
O
.
F
.
81'
-
0
"
EL
E
V
.
T.
O
.
F
.
81'
-
0
"
ELE
V
.
T.O.
F
.
81'-0
"
ELE
V
.
TOW
99'-
9
3
/
4
"
ELEV.T.O.F.
85'-1 3/4"
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
NOTE: ALL FOOTING STEPS MUST BE
LOCATED A MINIMUM OF 4' FROM STEEL
COLUMN BEARING LOCATIONS
1
1
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 MSTC40 EQUAL LENGTH OF STRAP TOP AND BOTTOM OVER RIM.
STRAP EACH SIDE OF WALL TO BEAM BELOW.
SIMPSON HDU11-SDS2.5 (16")
w/ SB1x30 EMBED. INSTALL PER
MANUFACTURER`S SPECIFICATIONS. ATTACH
HDU TO (4) 2x6 COLUMN (MIN.)
24x24x12
24x24x12
12" THICK FDN. WALL WITH #4
VERTICAL REBAR @ 6" O.C.
PERIMETER
DRAIN PER
GENERAL
NOTES, SEE
SHEET S0
TOW TO BOTT OF FTG. = 4FT. MINIMUM.
10" THICK FDN. WALL WITH #4 VERTICAL
REBAR @ 12" O.C., AND (2) #4
HORIZONTAL REBAR @ 12" O.C.
10" THICK FDN. WALL WITH #4
VERTICAL REBAR @ 12" O.C.,
AND (2) #4 HORIZONTAL
REBAR @ 6" O.C.
2
2
2
2
2
2
2
2
ELE
V
.
78-'
2
"
TOF
ELE
V
.
78-
'
2
"
TOF
ELE
V
.
80-'
8
"
TOF
ELE
V
.
78-'
2
"
TOF
ELE
V
.
77-'
0
"
TOF
ELE
V
.
76-'
0
"
TOF
ELE
V
.
77-'
6
"
TOF
ELE
V
.
77-'
6
"
TOF
ELE
V
.
77-
'
8
"
TOF
ELE
V
.
80-'
8
"
TOF
ELE
V
.
86-
'
8
"
TOF
ELE
V
.
85-'
0
"
TOF
ELE
V
.
81-
'
0
"
TOF
ELE
V
.
91'-
8
"
TOF
ELE
V
.
91'-
8
"
TOF
ELE
V
.
91'-
8
"
TOF
E
L
E
V
.
8
6
'
-
8
"
T
O
F
ELE
V
.
86'-
8
"
TOF
ELE
V
.
86'-
8
"
TOF
E
L
E
V
.
8
6
-
'
8
"
T
O
F
E
L
E
V
.
8
6
-
'
8
"
T
O
F
ELE
V
.
93'-
8
"
TOF
E
L
E
V
.
9
3
'
-
8
"
T
O
F
TOF TO BE
DETERMINED
IN FIELD; 4FT.
(MAX.) HEIGHT
2
ELE
V
.
TOW
94'-
8
"
2
2 2
2 2 2
2
2
2
2
2
222
2
2
2
2
2
2
2
2
2
2
2
2
2
24x24x12
S12
60
1
S12
61
S12
61
1
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
L
L
M
M
1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
ELEVATOR
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
BASEMENT FLOOR FRAMING PLAN
SCALE 1/4" = 1'-0"
BA
S
E
M
E
N
T
F
L
O
O
R
FR
A
M
I
N
G
P
L
A
N
OPENING FOR
STAIRS
PROVIDE 6 MIL
POLYETHYLENE MOISTURE
BARRIER AND CROSS
VENTILATION PER LOCAL
CODEUNEXCAVATED
2x6 SILL, U.N.O.
HF
2
8
12" DEEP LVL LEDGER
12" DEEP LVL LEDGER
HF28
2x6 SILL AT
CRAWLSPACE/BASEMENT
117 8 " TJI 210 JOIS
T
OR SFPI 47 @
1
6
"
O.C.
(2) 1 3 4" x 11 7/8"
LVL OR W8x15
(2 SPAN
DROPPED)
HSS 3
1
2 "
x
3
1
2 " x
1
4 "
STL. COL.
HSS 3
1
2 "
x
3
1
2 " x
1
4
"
S
T
L
.
C
O
L
.
H
S
S
3
1
2 "
x
3
1
2 " x
1
4
"
STL. COL.
HSS 3
1
2
" x 3
1
2 " x
1
4
"
S
T
L
.
C
O
L
.
HSS 3
1
2 " x 3
1
2 " x
1
4 "
STL. COL.
HSS 3
1
2
" x 3
1
2 " x
1
4 "
S
T
L
.
C
O
L
.
H
S
S
3
1
2 " x 3
1
2 " x
1
4 "
STL. COL.
HSS 3
1
2
" x 3
1
2
" x
1
4 "
S
T
L
.
C
O
L
.
(2) 2
x
6
(2) 2
x
6
(2) 1 3 4" x 11 7/8" LVL
OR W8x15 (3 SPAN
DROPPED)
(3) 1 3 4" x 11 7/8" LVL
OR W10x26 (4 SPAN
DROPPED)
(2) 1 3 4" x 11 7/8" LVL
OR W8x15 (2 SPAN
DROPPED)
(2) 1 3 4" x 11 7/8"
LVL OR W8x15 (2
SPAN DROPPED)
(3) 1 3 4" x 11 7/8" LVL
OR W10x26 (4 SPAN
DROPPED)
S8
17
10x
1
0
D
F
#
1
PO
S
T
10x
1
0
D
F
#
1
PO
S
T
HSS
7
x
7
x
1 4"
ST
E
E
L
C
O
L
.
117 8 " TJI 230 JOIS
T
@
24" O.C. OR 1
1
7 8 " TJI
210 JOIST @
1
6
"
O
.
C
.
(3
)
2
x
6
(4)
2
x
6
(4)
2
x
6
S10
39
H
S
S
3
1
2 "
x 3
1
2 " x
1
4
"
STL. COL.
H
S
S
3
1
2 " x 3
1
2 " x
1
4
"
S
T
L
.
C
O
L
.
HSS 3
1
2 "
x
3
1
2 " x
1
4
"
STL. COL.
2x6 STUDS @ 16"
O.C., TYPICAL,
U.N.O.
S10
41
S7
13
S6
3
S6
3
S8
20
1
SHEARWALL
SHEATHING
SEE BRACED
WALL
SCHEDULE
SHEET S12
2
3
2 2
2
1
1
1 1
1
1
1
HOLDOWN PER
SCHEDULE
SHEET S12
SHEARWALL
LEGEND
S9
30
S12
60
HSS 312" x 312" x
1 4" STL. COL.
(2) 2
x
6
HGR. PER SCH.
SHT. S12
HG
R
.
P
E
R
SC
H
.
S
H
T
.
S12
2x4 SILL THIS
WALL
CRAWLSPACE ACCESS,
VERIFY SIZE/LOCATION
(1) LVL
(1) LVL
H
S
S
3
1
2 " x 3
1
2 "
x
1
4 "
STL. COL.
HSS 3
1
2 " x 3
1
2
" x
1
4 "
STL. COL.
(2) 1 3 4" x 11 7/8"
LVL OR W8x15
(DROPPED)
HSS 3
1
2
" x 3
1
2
" x
1
4
"
STL. COL.
TOP MTD JSTS
BOTH SIDES
THIS WALL,
SEE DETAIL
S10
38 S8
19TYP.
21
S8
S9
31
S8
18
S8
20
S8
20
S8
20
19 TYP.
S8
22sim.
S8
19 TYP.
S8
21
S8
S9
30
S9
30
S7
14
(4) 13 4"x11 7 8" LVL (4) SIDES
ELEVATOR BEAM FLUSH
AT FLOOR, HANG JSTS.
OFF ELEVATOR BM.
S12
55
(3) 1 3 4" x 11 7/8" LVL
OR W10x26 (4 SPAN
DROPPED)
STEEL BEAM
OPTION @ LVL
BEAM:
22sim.
S8
1
1
1
1
1
1
1
1
1
1
3
1
1
1
1
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
L
L
M
M
1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
ELEVATOR
4'-0"
MAIN FLOOR FRAMING PLAN
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
SCALE 1/4" = 1'-0"
MA
I
N
F
L
O
O
R
FR
A
M
I
N
G
P
L
A
N
117 8 " TJI 210 JOIS
T
OR SFPI 47 @
1
6
"
O.C.
CANTILEVER
FLOOR JOISTS
3'-0"± MAX. 4FT.
MIN.
BACKSPAN
REQ`E
OPENING FOR
STAIRS
2x
1
2
T
R
E
A
T
E
D
D
E
C
K
L
E
D
G
E
R
O
R
2x
1
0
T
R
E
A
T
E
D
T
O
M
A
T
C
H
J
O
I
S
T
S
12" DEEP LVL LEDGER
(2) 1 3 4" x 11 7/8" LVL (2
SPAN DROPPED)CRIPPLE BEARING WALL BELOW
CANTILEVER
AT SECOND
(ROOF DECK)
HF28
13 4" x 117 8" LVL
@ 16" O.C.
(3
)
2
x
4
H
S
S
3
1
2"
x
3
1
2 " x
1
4 "
STL. COL.
(2
)
2
x
6
HSS 3
1
2 "
x
3
1
2 " x
1
4
"
S
T
L
.
C
O
L
.
H
S
S
3
1
2 "
x
3
1
2 " x
1
4
"
STL. COL.
HSS 3
1
2
" x 3
1
2 " x
1
4
"
S
T
L
.
C
O
L
.
HSS 3
1
2 " x 3
1
2 " x
1
4 "
STL. COL.
HSS 3
1
2
" x 3
1
2 " x
1
4 "
S
T
L
.
C
O
L
.
H
S
S
3
1
2
" x 3
1
2 " x
1
4 "
STL. COL.
H
S
S
3
1
2 " x 3
1
2 " x
1
4 "
STL. COL.
HSS 3
1
2
" x 3
1
2
" x
1
4 "
S
T
L
.
C
O
L
.
(
2
)
2
x
6
(2)
2
x
6
(2) 2x6
(2) 2x6
HS
S
3
1 2" x
3
1 2" x
1 4"
STL
.
C
O
L
.
HSS 3
1
2
" x 3
1
2
" x
1
4
"
STL. COL.
H
S
S
3
1
2 " x 3
1
2
" x
1
4
"
STL. COL.
HSS 3
1
2 " x 3
1
2
" x
1
4
"
STL. COL.
H
S
S
3
1
2
"
x
3
1
2
"
x
1
4
"
S
T
L
.
C
O
L
.
HSS 3
1
2 " x 3
1
2 " x
1
4
"
S
T
L
.
C
O
L
.
HSS 3
1
2
" x 3
1
2 "x
1
4 "
STL. COL.
HSS 3
1
2
" x
3 1
2
" x
1
4 " STL.
COL.
(2) 1 3 4" x 11 7/8" LVL
(FLUSH)
(3) 3 4" x 11 7/8"
LVL (FLUSH)
(2) 1 3 4" x 11 7/8" LVL OR W8x15
(3 SPAN DROPPED)
COMBINE LVL PLYS WITH (3) ROWS 10d,
1 SIDE PER PLY @ 12" O.C.
(2) 1 3 4" x 11 7/8" LVL OR W8x15
(2 SPAN DROPPED)
(2) 1 3 4" x 11 7/8" LVL OR
W8x15 (2 SPAN DROPPED)
(2
)
1
3
4"
x
1
1
7
/
8
"
L
V
L
(
3
-
S
P
A
N
FL
U
S
H
)
1
3 4"
x
1
1
7 8"
L
V
L
JO
I
S
T
@
1
6
"
O
.
C
.
HF
2
8
10
x
1
0
D
F
#
1
W
O
O
D
C
O
L
.
2x
1
2
T
R
E
A
T
E
D
D
F
DE
C
K
J
O
I
S
T
S
@
16
"
O
.
C
.
O
R
2
x
1
0
TR
E
A
T
E
D
D
F
D
E
C
K
JO
I
S
T
S
@
1
2
"
O
.
C
.
S7
12
ARCH BEAM
(BY OTHERS)
ARCH BEAM
(BY OTHERS)
ARCH BEAM
(BY OTHERS)
S8
18
BEAM POCKET,
VERIFY
10
x
1
0
D
F
#
1
W
O
O
D
C
O
L
.
HS
S
7
x
7
x
1 4"
STE
E
L
T
U
B
E
2x10 TREATED
FITTED
BLOCKING
BETWEEN
JOISTS OVER
BEAM
S7
14
S7
14
S7
12
2x6 STUDS @ 16"
O.C., TYPICAL,
U.N.O.
S7
14
S11
48
10
x
1
4
B
E
A
M
W
I
T
H
B
R
A
C
E
(8
x
1
2
D
F
#
1
M
I
N
.
@
8
F
T
.
)
10
x
1
4
B
E
A
M
W
I
T
H
B
R
A
C
E
(8
x
1
2
D
F
#
1
M
I
N
.
@
8
F
T
.
)
10
x
1
4
B
E
A
M
W
I
T
H
B
R
A
C
E
(8
x
1
2
D
F
#
1
M
I
N
.
@
8
F
T
.
)
10
x
1
4
B
E
A
M
W
I
T
H
B
R
A
C
E
(8
x
1
2
D
F
#
1
M
I
N
.
@
8
F
T
.
)
10
x
1
4
B
E
A
M
W
I
T
H
B
R
A
C
E
(8
x
1
2
D
F
#
1
M
I
N
.
@
8
F
T
.
)
10
x
1
4
B
E
A
M
CA
N
T
I
L
E
V
E
R
E
D
WI
T
H
B
R
A
C
E
(
8
x
1
2
MI
N
.
)
10
x
1
4
D
F
#
1
(
D
R
O
P
P
E
D
(2)
2
x
6
(2)
2
x
6
(2
)
2
x
6
S7
13
12" DEEP LVL LEDGER
13 4" x 117 8" LVL LEDGER
12" DEEP LVL LEDGER
S8
20
3
1
2
ST
E
E
L
FR
A
M
E
3
22
S9
30
1
SHEARWALL
SHEATHING
SEE BRACED
WALL
SCHEDULE
SHEET S12
SHEARWALL LEGEND
10
x
1
4
D
F
#
1
(
D
R
O
P
P
E
D
S8
19
S8
19
10
x
1
4
D
F
#
1
(
D
R
O
P
P
E
D
HUC HGR. PER
SCH. SHT. S12
HU
C
H
G
R
.
PE
R
S
C
H
.
SH
T
.
S
1
2
2x4 STUDS @ 16"
O.C. THIS WALL
HSS 5"x5"x
1
4 "
STL. COL.
S8
21
S12
60
S12
54
(4) 1 3 4" x 11 7/8" LVL OR W10x26 (4 SPAN DROPPED)
COMBINE LVL PLYS WITH (3) ROWS 10d,
1 SIDE PER PLY @ 12" O.C.
HSS
5
1 2 " x 5
1 2 " x
3 8 " ST
L
.
C
O
L
.
HS
S
5
1 2" x
5
1 2" x
3 8" S
T
L
.
C
O
L
.
HS
S
5
1 2" x
5
1 2' x
3 8" S
T
L
.
C
O
L
.
HS
S
4
x
4
x
1 4"
ST
L
.
C
O
L
.
HS
S
4
x
4
x
1 4"
ST
L
.
C
O
L
.
HS
S
5
1 2" x
5
1 2"
x 3 8" S
T
L
.
C
O
L
.
HSS
4
"
x
4
"
x 1 4" S
T
L
.
CO
L
.
HF210
2
2
(3
)
2
x
6
S9
31
S8
19
S8
20
S8
20
S8
20
(4) 1 3 4" x 11 7/8" LVL OR W10x26 (4 SPAN DROPPED)
S11
48
S8
19
S7
14
(3) 1 3 4" x 11 7/8" LVL
ELEVATOR BEAM (4) SIDES
IN WALL AT FLOOR LEVEL
HANG JSTS. OFF
ELEVATOR BEAM
S9
30
S9
30
HS
S
4
x
4
x
1 4"
ST
L
.
C
O
L
.
S12
55
(3) 1 3 4" x 11 7/8" LVL
OR W10x26 (4 SPAN
DROPPED)
STEEL BEAM
OPTION @ LVL
BEAM:S12
53
1
1
1
11
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
2
1
2
1
2
1
GUARD RAILS
BY OTHERS.
DESIGN TO BE
STAMPED BY PE
1
2
1
1
1'
-
4
"
1'
-
4
"
2x4 EXTERIOR
WALL, ALIGN
WITH FACE OF
FDN. WALL312"
6"
12"
20"x7" STEEL
FRAME BASE
PLATE
12"
EXT. FACE OF
10" THK. FDN.
WALL
10"
1
1
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
L
L
M
M
1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
ELEVATOR
8'-0"
59'-1"
39
'
-
0
"
(2)
2
x
6
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
SCALE 1/4" = 1'-0"
SE
C
O
N
D
F
L
O
O
R
F
R
A
M
I
N
G
LO
W
E
R
R
O
O
F
F
R
A
M
I
N
G
ARCHED GLULAM BEAMS
@ 4'-0"
SECOND FLOOR (ROOF DECK) FLOOR FRAMING
LOWER ROOF FRAMING PLAN
W24x76 (3 SPAN)
W1
8
x
9
7
O
R
B
A
R
J
O
I
S
T
GI
R
D
E
R
B
Y
O
T
H
E
R
S
(F
L
U
S
H
)
CANTILEVER
STEEL SHAPE
5'-8" MAX. @
48" O.C., MIN.
8'-0"
BACKSPAN
W1
4
x
4
8
S
T
E
E
L
H
E
A
D
E
R
18LH09 S
T
E
E
L
B
A
R
JOIST @
4
8
"
O
.
C
.
WITH 1.5B
1
9
P
A
N
DECK, ( S
E
E
ATTACHM
E
N
T
P
E
R
SCHEDU
L
E
A
T
RIGHT)
ENGIN
E
E
R
E
D
MONO
T
R
U
S
S
E
S
O.C. BY
O
T
H
E
R
S
EN
G
I
N
E
E
R
E
D
M
O
N
O
T
R
U
S
S
E
S
BY
O
T
H
E
R
S
2x6
T
R
E
A
T
E
D
DEC
K
J
O
I
S
T
S
@ 16
"
O
.
C
.
4x10 DF#1 @ 4FT. O.C.
MAXIMUM CANTILEVER
1'-9", (BOTTOM OF BEAM
SHALL BE FLUSH WITH
BOTTOM OF LVL BEAM.
INSTALL WITH JOIST
HANGERS PER SHEET S12
W18x97 (2 SPAN FLUSH)
HF28 HF28
HF28
W8x21 (FLUSH) 5" BELOW
TOP OF BAR JSTS.
W5x19 JOIST
HF
2
8
HF
2
8
HSS
5
1 2 " x 5
1 2 " x
3 8 " ST
L
.
C
O
L
.
OPENING FOR
STAIRS
SECOND FLOOR (ROOF
DECK) CANTILEVER
OUTLINE
2x
1
0
R
O
O
F
LE
D
G
E
R
STEEL COL.
FROM ROOF
ABOVE
(
4
)
1
3
4"
x
1
6
"
L
V
L
(
F
L
U
S
H
)
BEARING WALL AT MAIN
HF28
16
"
T
J
I
3
6
0
J
O
I
S
T
S
@
1
6
"
O
.
C
.
S10
34
S9
25a sim.
HSS
5
1 2" x
5
1 2" x
3 8" S
T
L
.
C
O
L
.
HS
S
5
1 2" x
5
1 2' x
3 8" S
T
L
.
C
O
L
.
S8
22
S9
24
S9
29
16" TJI
3
6
0
JOISTS
@
16" O
.
C
.
(1) 13 4" x
16" LVL
(FLUSH)
HSS
4
"
x
4
"
x
1 4" S
T
L
.
CO
L
.
(3) 13 4" x 16" LVL (FLUSH)
(2) 13 4" x 16"
LVL (FLUSH)
(
2
)
1
3
4"
x
1
6
"
L
V
L
(2
S
P
A
N
F
L
U
S
H
)
(
1
)
1
3
4"
x
1
6
"
LV
L
(
F
L
U
S
H
)
HS
S
6
x
6
x
1 2"
ST
L
.
C
O
L
.
HS
S
4
x
4
x
1 4"
ST
L
.
C
O
L
.
3
1 2" D
I
A
.
SC
H
4
0
STL
.
C
O
L
.
HS
S
4
x
4
x
1 4"
ST
L
.
C
O
L
.
HS
S
4
x
4
x
1 4"
STL
.
C
O
L
.
W
8
x
2
8
(
F
L
U
S
H
)
HSS
4
x
4
x 1 4" S
T
L
.
COL
.
W8x2
8
(FL
U
S
H
)
W8x28 @ 48" O.C.
W8x28 @ 48" O.C.
W8x28 @ 48" O.C.
W8x28 @ 48" O.C.
W8x28 @ 48" O.C.
W8x28 @ 48" O.C.
W8x28 @ 48" O.C.
(3)
2
x
6
BET
W
E
E
N
BEA
M
S
(
3
)
2
x
6
(
4
)
2
x
6
(
3
)
2
x
6
(2)
2
x
6
5" ANGLE FRAME TO
MATCH BAR JOIST INFILL
FOR PAN DECK SUPPORT
HS
S
4
1 2 x
4
1 2 x
1 4" S
T
L
.
C
O
L
.
S9
33
S10
36
(4)
2
x
6
S9
26
W1
2
x
3
5
A
T
R
O
O
F
5 18" x 12 DF 24F V4
ARCHED GLULAM
5 18" x 12 DF 24F V4
ARCHED GLULAM
5 18" x 12 DF 24F V4
ARCHED GLULAMW1
2
x
3
5
A
T
R
O
O
F
(
3
)
2
x
6
(3) 2x6
F
R
O
M
ROOF
B
M
.
T
O
FLR. B
M
.
HS
S
5
1 2" x
5
1 2" x
3 8" S
T
L
.
C
O
L
.
HSS 10x5x3 8" STEEL TUBE
SLIDING DOOR HEADER,
(ORIENTED FLATWISE)
HS
S
1
0
x
5
x
3
8"
SL
I
D
I
N
G
D
O
O
R
H
E
A
D
E
R
,
(
O
R
I
E
N
T
E
D
F
L
A
T
W
I
S
E
)
S11
49
8x
8
D
F
#
1
WO
O
D
C
O
L
.
,
TY
P
.
O
F
4
HSS 8x3x3 8" TUBE STEEL
AT RIM
(4)
2
x
6
S9
28
S11
50
S11
51
3
"
D
I
A
.
S
C
H
40
S
T
L
.
C
O
L
.
50
S11
S7
15
CANTILEVER OF
BAR JOISTS
PER BAR JOIST
MFR.
(2)
2
x
6
(2)
2
x
6
BEARING
WALL AT
MAIN
16
"
T
J
I
3
6
0
J
O
I
S
T
S
@ 1
6
"
O
.
C
.
(
2
)
2
x
6
(2)
2
x
6
(
2
)
1
3
4"
x
1
6
"
L
V
L
(
F
L
U
S
H
)
3'
-
0
"
1'
-
0
"
STAIR
DETAIL
1
SHEARWALL
SHEATHING
SEE BRACED
WALL
SCHEDULE
SHEET S12
SHEARWALL LEGEND
HSS 8x3x3 8" TUBE
STEEL AT RIM
2W8x28
3 2
HS
S
4
"
x
4
"
x
1 4" S
T
L
.
CO
L
.
S9
30
2
23
HGR. PER SCH.
SHT. S12
HG
R
.
P
E
R
SC
H
.
S
H
T
.
S12
HGR. PER
SCH. SHT.
S
1
2
HGR
.
P
E
R
SCH
.
S
H
T
.
S12
HS
S
4
"
x
4
"
x
1 4" S
T
L
.
CO
L
.
3
HSS
4
"
x
4
"
x 1 4" S
T
L
.
CO
L
.
ST
E
E
L
F
R
A
M
E
P
E
R
D
E
T
A
I
L
W10x26 (3 SPAN FLUSH),
5" BELOW TOP OF BAR
JSTS.
HS
S
4
x
4
x
1 4"
ST
L
.
C
O
L
.
HS
S
4
x
4
x 1 4" S
T
L
.
CO
L
.
H
S
S
4
x
4
x
1
4"
S
T
L
.
C
O
L
.
INSTALL C8x13.7
INTERMEDIATE
BLOCKING
1
1
PAN DECK ATTACHMENT
SUPPORT FASTENERS: #12 TEK SCREWS WITH
36 7 LAYOUT
SIDE LAP: #10 TEK SCREWS (4) PER SPAN
CANTILEVER OF BAR
JOISTS PER BAR JOIST
MFR.
TAPER CUT END OF LVL, 6"
MAX CUT, AS NECESSARY
TO FIT UNDER ROOF
SHEATHING
S9
23
S10
37
S9
30
(3) 13 4"x16" LVL (4) SIDES
AT FLOOR, HANG JSTS.
OFF ELEVATOR BM.
HS
S
4
x
4
x
1 4" S
T
L
.
CO
L
.
S9
30
S9
30
S11
42
S11
47
S11
45
S10
37S9
25
S11
46
S11
44
S12
56
W8x21 (DROPPED)
BREAK BEAM AT THIS
LOCATION
1
1
1
1
1
1
1
SNOW DRIFT
PD = 69.3
W = 12FT.
SNOW DRIFT
PD = 57.8
W = 10FT.
SNOW DRIFT
PD = 46.2
W = 8FT.
1
1
(
4
)
2
x
6
(
4
)
1
3
4"
x
1
6
"
L
V
L
(2
S
P
A
N
D
R
O
P
P
E
D
)
CO
M
B
I
N
E
L
V
L
S
W
I
T
H
(3
)
R
O
W
S
1
0
d
,
1
S
I
D
E
PE
R
P
L
Y
@
1
2
"
O
.
C
.
W
W
W
1
2 1
2
1
2
1
2
1
1
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
2
1
2
1
21
2
1
WOOD FRAME WALL
CONNECTION TO BOTTOM
OF STEEL BEAM PER
DETAIL 15 S/7, TYP.
STRAP BEAM TO COLUMN
WITH MSTC66 OVER TOP
OF BEAM
S8
21
PAN DECK TO STEEL
FRAME CONNECTION
SHALL BE 3 4" PUDDLE
WELDS @ 36 7 LAYOUT
1
1
2
3
1
2
1
1
HS
S
4
x
4
x
1 4"
STL
.
C
O
L
.
1
1
1
1
2x10 JOISTS @ 16" O.C.
ATTACHED 2x12 LEDGER
OVER GYP. BD. AT WALLS.
INSTALL JOIST HANGERS
PER SCHEDULE
1
1
W5
x
1
6
T
O
S
I
T
O
N
T
O
P
O
F
ST
E
E
L
B
E
A
M
S
U
N
D
E
R
SH
E
A
R
W
A
L
L
A
B
O
V
E
.
AT
T
A
C
H
S
T
E
E
L
B
E
A
M
S
WI
T
H
14"
F
I
L
L
E
T
W
E
L
D
S
AL
L
A
R
O
U
N
D
1
1
SHEAR WALL BASE PLATE
NAILING: (3) 8d NAILS @ 4"
O.C. TO LVL BELOW
1
1
1
1
2x PRESSURE TREATED
BOTTOM PLATE OF SHEAR
WALL ATTACH THROUGH
PAN DECK TO BEAM WITH
3 4" DIA. BOLTS @ 6" O.C.
WELDED TO BEAM WITH 14"
FILLET ALL AROUND
GROUT UNDER BOTTOM
PLATE AT BOLTS
W5x16
1
1
ELEVATOR
SHAFT
1
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
L
L
M
M
1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
ELEVATOR
3'-1"2'-11"6'-0"1'-9"4'-3"6'-0"
5"
5'-7"5'-1"
11"
5'-11"3'-2"
1'-11"
5'-0"5'-0"5'-8"
8"
ROOF FRAMING PLAN
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
SCALE 1/4" = 1'-0"
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
ARCHED GLULAM BEAMS
@ 5'-0"
EN
G
I
N
E
E
R
E
D
T
R
U
S
S
E
S
BY
O
T
H
E
R
,
(
C
O
N
C
A
V
E
RO
O
F
S
L
O
P
E
)
3" THICK LOCK-DECK WITH
RANDOM PATTERN,
NAILING PER MFR.
SPECIFICATIONS, WITH 3 4"
OSB SHEATHING ON TOP,
(2) 14" SDS SCREWS, PER
COURSE, INTO BEAMS.
W12x72 BEAM (2 SPAN
DROPPED AT ROOF)
W16x36 BEAM (DROPPED
AT ROOF)
W8x10 HOIST BEAM
2x OUTLOOKERS @ 16"
O.C..
W12x35 AT ROOF
2x10
RAF
T
E
R
S
@
16"
O
.
C
.
,
M
I
N
.
HF28
HF212 HEADER
CONTINUOUS
HF28 HF28
HF28
HF28
HF
2
1
2
HF
2
8
HF
2
8
HF
2
8
(2) 1 3 4" x 9 1 4" LVL
(DROPPED)
CANTILEVER STEEL ROOF
BEAM TO PICK UP ARCHED
GLULAM
CANTILEVER ROOF BEAM
TO PICK UP ARCHED
GLULAM
COLUMN TO
POST DOWN
FROM GLULAM
TO HEADER
PROVIDE (3) 2x6 POST
UNDER GLULAM BEARING,
TYP. IN WALL
HF28
HSS
4
x
4
x
1 4
ST
E
E
L
CO
L
.
(2) 2
x
6
HS
S
4
x
4
x
1 4
ST
E
E
L
CO
L
.
HS
S
4
x
4
x
1 4
ST
E
E
L
CO
L
.
HSS
4
x
4
x
1 4
ST
E
E
L
CO
L
.
6
3
4"
x
2
1
"
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
6
3
4"
x
2
1
"
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
6
3
4"
x
2
1
"
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
6
3
4"
x
2
1
"
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
6
3
4"
x
2
1
"
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
6
3
4"
x
2
1
"
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
6
3
4"
x
2
1
"
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
6
3
4"
x
2
1
"
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
512" x 9" DF#1
GLULAM
(DROPPED)
(2)
2
x
6
13
4"
x
1
1
7
8"
L
V
L
L
E
D
G
E
R
A
T
CU
R
V
E
D
M
O
N
O
T
R
U
S
S
E
S
RO
O
F
B
E
A
R
I
N
G
W
A
L
L
S8
22
S8
22
S9
29
S9
25a
5
18"
x
1
2
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
5
18"
x
1
2
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
5
18"
x
1
2
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
5
18"
x
1
2
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
S9
32
S8
22
S12
59
LOWER ROOF OUTLINE
S11
46
(4) 2x6
(4) 2x6
W12x35 (2 SPAN AT ROOF)
S10
HF
2
8
S10
40
RO
O
F
B
E
A
R
I
N
G
W
A
L
L
S9
29
ROOF SHEATHING PER
GENERAL NOTES
(2) 3 4" LAG SCREWS INTO
STUD PACK BELOW, PREP
WF WITH 13 16" DIA. DRILL
HOLES AS REQ`D
6 3 4" x 21" DF 24F V4
ARCHED GLULAM TO
MATCH OTHER GLULAM
BEAMS
HS
S
4
x
4
x
1 4
ST
E
E
L
CO
L
.
HS
S
4
x
4
x
1 4
ST
E
E
L
CO
L
.
S8
16
2
2
5
18"
x
1
2
D
F
2
4
F
V
4
AR
C
H
E
D
G
L
U
L
A
M
(3)
2
x
6
(3)
2
x
6
37
HF28
S9
27
S8
16SIM
H
G
R
.
P
E
R
S
C
H
.
S
H
T
.
S
1
2
S11
43
HGR. PER SCH.
SHT. S12
(3) 13 4"x18" LVL HANG
GLULAM RAFTERS OFF
ELEVATOR BM.
(3) 13 4"x18" LVL HANG
GLULAM RAFTERS OFF
ELEVATOR BM.
(2)
2
x
6
H
G
R
.
P
E
R
S
C
H
.
S
H
T
.
S
1
2
H
G
R
.
P
E
R
SCH. SHT.
S12
(3)
2
x
6
(
3
)
2
x
6
(2)
2
x
6
S10
35 typ.
S9
25a
2'-0" TO FIRST TRUSS, MIN.
2'
-
0
"
2'-0" TO FIRST TRUSS, MIN.
2'
-
0
"
S8
16a, TYP.
S10
35 typ.
S10
42
S10
42
1
1
1
1
1
1
1
1
1
SNOW DRIFT
PD = 23.1
W = 4FT.
1
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2 1
2 1
S9
33
1
1
33
1
1
1
1
1
1
1
1
1
1
1
1
57
S12
HSS
4
x
4
x
1 4
ST
E
E
L
CO
L
.
HS
S
4
x
4
x
1 4
ST
E
E
L
CO
L
.
HSS
4
x
4
x
1 4
ST
E
E
L
CO
L
.
HS
S
4
x
4
x
1 4
ST
E
E
L
CO
L
.
2
1
2
1
1
1
1
1
1" DIA. ROD WITH
TURNBUCKLES
ATTACH TO BEAMS
PER DETAIL
1
29
S9
S9
29
1
58
S12
58
S12
58
S12
1
1
1
2x6 STUDS @
12" O.C. THIS
WALL 1
1
58
S12
1
58
S12
*
*
*INDICATES (3) 8d RING SHANK
NAILS @ 4" O.C. CONNECTING
SHEARWALL BOTTOM PLATE
TO LVL BEAMS BELOW.
1
1
1
3"
CL
R
.
CRAWL
3"
CL
R
.
3"
C
L
R
.
30
"
F
O
R
F
R
O
S
T
PIT 5'
-
0
"
CRAWL
ELEC.
ENTRY SLAB
3'-53 4"73 4"
3'
-
5
"
3"
±
6"
3"
±
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
FO
U
N
D
A
T
I
O
N
DE
T
A
I
L
S
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
24
"
6"
FRAMING PER ARCH. AND
STRUCTURAL PLANS
ANCHOR BOLTS PER
GENERAL NOTES
COMPACTED BACKFILL
PER GENERAL NOTES
10" (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 6"
(IN) O.C
EXCAVATION
PER OSHA
1-#4 BAR DOWELS TO
MATCH VERT. REINF.
ABOVE THUS, (ALT.
HOOK DIRECTION)
S6
11
S6
10
S6
3
S6
1
S6
5
S6
7
S6
9
S6
6
FOUNDATION WALL
SCALE 1/2" = 1'-0"SCALE 1/2" = 1'-0"
PAD FOOTING
SCALE 1/2" = 1'-0"
FOUNDATION WALL
SCALE 1/2" = 1'-0"
ELEVATOR PIT
SCALE 1/2" = 1'-0"
S6
8
S6
2
S6
4
24
"
6"
(1) #4 VERTICAL BAR
DOWELS TO MATCH
VERT. REINF. ABOVE
THUS, (ALT. HOOK
DIRECTION)
#3 HOOPS @ 12" O.C.
(1) #4 VERT. BAR @ 12"
O.C.
2x6 STUDS @ 16" O.C.,
BALLOON FRAME
WALLS OVER 10' TALL
WITH 2x6 LSL STUDS
CONTINUOUS CONC.
FTG. PER PLAN
24
"
6"
(1) #4 BAR DOWELS TO
MATCH VERT. REINF.
ABOVE THUS, (ALT.
HOOK DIRECTION)
2-#4 HORIZ. BARS @ 12"
O.C. MAX.
STONE SILL SET IN
MORTAR BY OTHER
STONE VENEER BY
OTHER
BATTER FACE OF
PEDESTAL FRAMING AS
REQ`D, SEE ARCH.
DWGS.
SIMPSON BASE PLATE,
SEE HANGER
SCHEDULE SHEET S12
FRAMING PER ARCH. AND
STRUCTURAL PLANS
ANCHOR BOLTS PER
GENERAL NOTES
COMPACTED BACKFILL
PER GENERAL NOTES
12" (IN) THICK CONCRETE
WALL WITH 2-#4 BARS TOP,
& BOTTOM (8" (IN) FROM
T.O.W. OR B.O.W.)
(2) #4 BARS @ 30" O.C.
MAX.
(1) #4 BAR VERT. AT 6"
(IN) O.C THIS WALL
24
"
6"
(1) #4 BAR DOWELS TO
MATCH VERT. REINF.
ABOVE THUS, (ALT.
HOOK DIRECTION)
12" (IN) THICK
CONCRETE WALL
WITH 2-#4 BARS TOP,
& BOTTOM (8" (IN)
FROM T.O.W. OR
B.O.W.)
INSTALL 12"
DEEP LVL
LEDGER WITH (2)
5 8" x 6" SIMPSON
TITEN HD
ANCHOR BOLTS
@16" O.C. OR
EQUAL
FLOOR JOISTS
PER BSMT.
FLOOR
FRAMING PLAN
INSTALL SOLID
BLOCKING AT ALL
BEAM LOCATIONS,
TYPICAL
BEAM PER PLAN
STEEL COLUMNS PER
PLAN
WOOD POST PER
ARCH. DWGS.
24
"
6"
8" (IN) THICK
CONCRETE WALL
WITH 2-#4 BARS TOP,
& BOTTOM (8" (IN)
FROM T.O.W. OR
B.O.W.)
(1) #4 BAR DOWELS TO
MATCH VERT. REINF.
ABOVE THUS, (ALT.
HOOK DIRECTION)
(1) #4 VERT. BAR @ 24"
O.C.
2x6 STUDS @ 16" O.C.
2-#4 BARS
@ 30" O.C.
MAX.
BEAM PER SHEET S2
SET ON 2x TREATED
SILL PLATE
(2) #4 BARS @
SLAB LEVEL
EXCAVATION
PER OSHA
24
"
6"
10" (IN) THICK
CONCRETE WALL
WITH (2) #4 BARS TOP,
& BOTTOM (8" (IN)
FROM T.O.W. OR
B.O.W.)
(1) #4 BAR DOWELS TO
MATCH VERT. REINF.
ABOVE THUS, (ALT.
HOOK DIRECTION)
(1) #4 VERT. BAR @ 12"
O.C.
2x6 STUDS @ 16" O.C.,
BALLOON FRAME TALL
WALLS WITH 2x6 LSL
STUDS
2-#4 BARS @ 6" O.C.
MAX.
EXCAVATION
PER OSHA,
TYPICAL
INSTALL LVL
LEDGER PER
DETAIL 3/S6
COMPACTED
BACKFILL,
TYP., SEE
GENERAL
NOTES
CRAWL SPACE FOOTING
SCALE 1/2" = 1'-0"
BASEMENT RETAINING WALL
SCALE 1/2" = 1'-0"
24
"
6"8" (IN) THICK
CONCRETE WALL WITH
(2) #4 BARS TOP, &
BOTTOM (8" (IN) FROM
T.O.W. OR B.O.W.)
(1) #4 BAR DOWELS TO
MATCH VERT. REINF.
ABOVE THUS, (ALT.
HOOK DIRECTION)
(1) #4 VERT. BAR @ 24"
O.C.
2x6 STUDS @ 16" O.C.,
BALLOON FRAME TALL
WALLS WITH 2x6 LSL
STUDS
2-#4 BARS @ 30" O.C.
MAX.
COMPACTED
BACKFILL, TYP., SEE
GENERAL NOTES
INSTALL LVL LEDGER
PER DETAIL 3/S6
ANCHOR
BOLTS PER
GENERAL
NOTES
INSTALL LVL LEDGER
PER DETAIL 3/S6
SLAB TO BEAR ON
COMPACTED FILL,
REFER TO SOILS
REPORT BY OTHERFTG. TO BEAR ON
DECOMPOSED
BEDROCK, TYPICAL
APPROXIMATE
LOCATION OF EXISTING
GRADE
FDN. / FTG. - SOUTH WALL
SCALE 1/2" = 1'-0"
ENTRY COLUMN
SCALE 1/2" = 1'-0"
INSTALL LVL
LEDGER WITH (2)
5 8" x 6" SIMPSON
TITEN HD
ANCHOR BOLTS
@16" O.C. OR
EQUAL
FLOOR JOISTS PER
PLAN
JOIST LEDGER
CONC. FTG. PER PLAN,
FOOTING TO BEAR ON
COMPETENT GRANITE
BEDROCK
12" DEEP LVL LEDGER,
ATTACH TO CONC. FDN.
WALL WITH (2) 5 8" DIA. x
6" SIMPSON TITEN HD.
ANCHORS @ 16" O.C.
TOP MOUNT JOIST
HANGER, SEE
SCHEDULE SHEET S12
FLOOR JOIST PER
FLOOR FRAMING PLAN
S6
3
S6
3
CONC. FTG. PER PLAN,
FOOTING TO BEAR ON
COMPETENT GRANITE
BEDROCK
(2) #4 BAR HOOKS @
12" O.C. INTO WALL
ALL SIDES,
ALTERNATE HOOK
DIRECTION
FTG. TO BEAR ON
DECOMPOSED
BEDROCK, TYPICAL
FTG. TO BEAR ON
DECOMPOSED
BEDROCK, TYPICAL
FTG. TO BEAR ON
DECOMPOSED
BEDROCK
FTG. TO BEAR ON
DECOMPOSED BEDROCK,
TYPICAL
FTG. TO BEAR ON
DECOMPOSED
BEDROCK, TYPICAL
REBAR DOWEL/PIN
SCALE 1" = 1'-0"
6"x12" REBAR HOOKS
(DOWELS), EMBED A
MIN. OF 6" INTO
COMPETENT BEDROCK,
ALTERNATE HOOK
DIRECTIONS, SEE SHT.
S1 FOR LOCATIONS
3'-0" MIN3'-0" MAX
TYPICAL VERT. REINF.
PER DETAILS
TURN DN TOP REINF.
AS SHOWN
2 #4 VERT @ T.O.W. &
B.O.W. STEPS
OVERLAP HORIZ.
REINFORCEMENT 24"
(IN) MINIMUM
TYPICAL VERT. REINF.
PER DETAILS
OVERLAP BOTTOM
REINF. AS SHOWN
FOOTINGS PER PLAN
WALL STEP DOWN REINF.
NO SCALE
12" CAST-IN -PLACE
CONC. SLAB, REINF.
WITH (2) LAYERS OF #4
BAR @ 8" O.C. EA. WAY
FOOTING TO BEAR ON
COMPETENT BEDROCK,
TYPICAL
INSTALL GRACE
ICE/WTR SHIELD TO
PROTECT LEDGER
FROM MOISTURE,
TYPICAL
(1) #4 VERT. @ 12" O.C.
PERIMETER DRAIN PER
GENERAL NOTES
SHEET S0
22
S8
1
1
1
1
8"
8" TYP. FOR
POST
INSTALLED
ANCHORS
8"
TY
P
.
8"
TY
P
.
8"
TY
P
.
8"
TY
P
.
8"
TY
P
.
8"
TY
P
.
1
1
1
1
1
1
1
1
1
HOLE TO BE DRILLED
NEAT AND REBAR PIN
DRIVEN IN. IF HOLE IS
NOT NEAT USE
SIMPSON AT ACRYLIC
ADHESIVE TO BOND PIN
TO ROCK PER MFR.
1
2
2
2
2
8'
-
4
1
4"
V
E
R
I
F
Y
W
I
T
H
D
O
O
R
M
F
R
.
10'-0"
8'-2 1/4"
8'
-
2
1
/
4
"
11
'
-
7
"
R 16'-0"
12" MIN.
112"
10'-0"
8'-2 1/4"112"
T
Y
P
.
112"
T
Y
P
.
5"37 8"
212"
3"
212"
5"
8"
7"
312"
5"
1"
3"
8"
41
4"
21
2"
11
4"
5"4"
212"
3"
212"
12" MIN.
14"
14
"
2"
2"
2"
2"
* PER
BM.
512"
(2) LVL=35 8"
(3) LVL=53 8"
(4)LVL=718"
612"
512"
112"
2"
212"
412"
2"
812"
8"
8"
112"13 4"
13
4"
13
4"
112"
212"
212"212"
5"
1"1"3"
9"
112"
312"312"
212"
5"
212"212"
11
"
9"
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
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
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
GE
N
E
R
A
L
N
O
T
E
S
&
SC
H
E
D
U
L
E
S
SHEARWALL PANEL SOUTH WALL
SCALE 1/2" = 1'-0"S7
15
ROOF DECK LEVEL
MAIN FLOOR LEVEL
BASEMENT
HSS 10x5x3 8" TUBE STEEL DOOR HEADER,
ORIENTED FLATWISE
SCALE 1/2" = 1'-0"S7
12
W18x97 WF BEHIND W24x76 BEAM IN ELEVATIONW8x28 CANTILEVER
DECK BEAM
S7
12a
S7
12a
S7
12b
CONNECTION AT
BRACE AT WALL
S7
12b
ROTATED VIEW
10x12 DF#1 DECK
BEAM 8FT. MAX.
ANGLE BRACE BEAM AT DECK
8x12 DF#1 (MIN.)
BRACE @ EACH 10x
DECK BEAM, SEE
PLAN SHEET S3
INSTALL 2x12 SOLID
BLOCKING BETWEEN
EACH DECK JOIST AT
EACH BRACE
8x12 DF#1 (MIN.)
ARCHED BRACE,
NOTCH 1" INTO
10x12 DECK
BEAM
(4) SIMPSON SDS
SCREWS WITH 3"
MIN. EMBEDMENT
INTO 10x12 DECK
BEAM
8x12 DF#1 (MIN.) ARCHED
BRACE, NOTCH 112" INTO
2x6 STUD PACK
(4) SIMPSON SDS
SCREWS WITH 3" MIN.
EMBEDMENT INTO
STUD PACK
NOTE: (3) 16d NAILS
INTO EACH STUD IN
STUD PACK
(3) 16d NAILS @ 16" O.C. MIN. INTO
SUCCESSIVE PLYS OF STUDS AND
INSTALL CS16 STRAP MID POINT AND
AT QUARTER POINTS OF STUD PACK,
AT LEAST ONE NAIL IN EACH STUD
10x14 DF#1 DECK
BEAM
10x14
ELEVATION VIEW
(3) KING STUDS EACH SIDE OF BEAM
(1) 5"x9"x11" TALL x 1 4" THK. STEEL
ANGLE AT STUD PACK EACH SIDE
AND TOP & BOTTOM
(1) 5"x9"x11" TALL x
14" THK. STEEL
ANGLE AT STUD
PACK EACH SIDE
AND TOP & BOTTOM
(6) 3 4" DIA. A325 THROUGH BOLTS,
NUTS, LOCK WASHERS
SCALE 1/2" = 1'-0"S7
14
SCALE 1/2" = 1'-0"S7
13ANGLE BRACE BEAM AT DECK COLUMN
S7
13a
S7
13a
S7
12b sim.
KNIFE PLATE SADDLE
10x14 DF#1 DECK
BEAM
CANTILEVERED
8FT. MAX.
8x12 DF#1 (MIN.)
BRACE @ EACH
CANTILEVERED 10x
DECK BEAM, SEE
PLAN SHEET S3
8x12 DF#1 (MIN.)
ARCHED BRACE,
NOTCH 112" INTO 2x6
STUD PACK
UNDERSIDE AT
BRACE
SCALE 1" = 1'-0"
CONNECTION AT
BRACE AT BEAM
S7
12d
S7
12c
SCALE 1" = 1'-0"
CONNECTION AT BEAM
AT WALL
UNDERSIDE
OF BRACE
UNDERSIDE
OF BRACE
3"x8"x12" THICK KNIFE
PLATE WITH 13 16" DIA.
BOLT HOLES
SCALE 1" = 1'-0"
(4) 3 4" DIA. THROUGH
BOLTS, NUTS, LOCK
WASHERS
5"x7"x3"x1 4" STEEL
ANGLE SEAT, ATTACH
TO HSS 7x7 COL. WITH
14" FILLET WELD ALL
SIDES
1/4"
1/4"
1/4"
ROTATED VIEW
S7
13cHSS7x7x14" COL. BASE PL
SCALE 1" = 1'-0"
PLAN VIEW
2x3x12" STEEL GUSSET
PLATE 45° ANGLE,
ATTACH TO STEEL
ANGLE WITH 14" FILLET
ALL SIDES
HSS7x7x14" TUBE
STEEL COL. ATTACH
TO BASE PLATE WITH
1 4" FILLET WELD ALL
AROUND
14"x14"x3 4" STEEL
BASE PLATE
1/4"
(4) 13 16" DIA. DRILL HOLES
FOR 3 4" TITEN HD
ANCHORS, 8" MIN.
EMBEDMENT
CAP PLATE ELEVATION ROTATED VIEW
(2) 13 16" DIA.
DRILL HOLES FOR
3 4" DIA.
THROUGH BOLTS,
NUTS, LOCK
WASHERS @
EACH SADDLE
812"x512"x14"
SADDLE
WELDED TO
COLUMN W/ 14"
FILLET WELD
ALL SIDES
BEAM PER
PLAN
1/4"
HSS 312"x312"x 1 4" STL. COL. - SADDLE
1/4"
BEAM PER PLAN
BASE PLATE
(4) 13 16" DIA. DRILL HOLES
FOR 3 4" DIA. TITEN HD
ANCHORS WITH 8" MIN.
EMBEDMENT INTO CONC.
FDN. WALL
8"x8"x3 4" STEEL BASE
PLATE
HSS 312"x312"x14"
STEEL TUBE COL.
S12
53
INSTALL SILL PLATE
WITH (20) 14" DIA. x 5"
SDS @ 3" O.C. INTO
RIM/SOLID BLOCKING
PER MFR. CENTER OR
BRACE
INSTALL SILL PLATE WITH (20) 14"
DIA. x 5" SDS @ 3" O.C. INTO
RIM/SOLID BLOCKING PER MFR.
CENTER OR BRACE
INSTALL CS16 COIL STRAP FROM
BOTTOM OF RIM JOIST OVER
TOP OF DBL SILL PLATE AND
DOWN BACK OF RIM EACH SIDE.
FILL ALL HOLES WITH NAILING
HSS7x7x1 4" TUBE
STEEL COL. ATTACH
TO BASE PLATE WITH
1 4" FILLET WELD ALL
AROUND
HSS512"x512"x3 8" TUBE
STEEL COL. ATTACH
TO BASE PLATE WITH
14" FILLET WELD ALL
AROUND
S7
12c
R
1
6
'
-
0
"
1
1
1
1
WOOD FRAME CONNECTION; 5 8" DIA. THROUGH
BOLTS @ 9" O.C., TYPICAL AT ALL WOOD TOP
PLATES TO STEEL BEAMS.
1
11
(1) 5"x9"x11"
TALL x 1 4" THK.
STEEL ANGLE
TOP VIEW FROM
UNDERNEATH
FRONT VIEW ROTATED VIEW
STEEL ANGLE
1/4"
1/4"
(6) 13 16" DIA.
DRILL HOLES
FOR 3 4" LAG
SCREWS
(3) 13 16" DIA.
DRILL HOLES
FOR 3 4" BOLTS
11
1
INSTALL 4x4x1 4" STEEL ANGLE AT EA. END OF HSS
10x5x3 8" HEADER. ATTACH TO STEEL COL. AND
STEEL HEADER WITH 14" FILLET WELD ALL SIDES.
SEE 47/S11
1
1
(1) #14 WOOD SCREWS @ 16"
O.C. TOP & BOTTOM 2" MIN.
THREAD PENETRATION INTO
JOIST FLANGE
(2) 16d RING SHANK NAILS @
3" O.C. INTO RIM JOIST
S7
12c
S7
12aCONNECTION AT
BRACE AT WALL
S7
12dCONNECTION AT
BRACE AT WALL
(2) SIMPSON 14" DIA. SDS SCREWS @
3" O.C. BETWEEN UPPER SILL /RIM
BLOCKING
(2) 16d RING
SHANK NAILS
INTO JOIST
(2) SIMPSON SDS
SCREWS @ 3" O.C.
8"
8"
13 4"13 4"
13
4"
13
4"
12"
2"
2"
2"
2"
12"
2"
2"
2"
2"
7"
9"
2"8"2"
512"
12"
2"
2"
112"
* PER
BM.
(2) LVL=35 8"
(3) LVL=53 8"
(4)LVL=718"
512"
512"
1"
14
"
10"10"1"
14
"
31 4"31 2"31 4"
11 2"7"112"
11
2"
7"
112"
10
"
10"
41 4"
3 4"3 4"
51
2"
4"
41
2"
41 4"
14"
2"
2"
9"
14"
2"
2"
9"
16"16"
4"
4"
20"
4"4"4"
7"
1"
2"
3"
4"
1"
1"
112"
2"
3 4"
7"
26
3
4"
2"6"
6"
12
"
5"
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
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
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
ST
R
U
C
T
U
R
A
L
DE
T
A
I
L
S
S8
17
S8
22
S8
18
S8
19
S8
16
ARCHED GLULAM BEAM PER
ROOF PLAN
INSTALL ROOF LOCK DECK
LAMINATED WOOD SHEATHING
PER MFR. SPECS.
8"x8"x14" STEEL
BASE PLATE
PLAN VIEW
SADDLE ELEVATION ROTATED VIEW
HSS 312" x 312" x
1 4" STEEL TUBE
COLUMN WELD
TO CAP PLATE
WITH 1 4" FILLET
ALL SIDES
12" x 512"
SADDLE
WELDED TO
COLUMN W/ 1 4"
FILLET WELD
ALL SIDES
ENTRY WOOD POST BASE PLATE
SCALE 1" = 1'-0"
BEAM PER
PLAN
HSS 31 2" x 31 2" x 1 4" STL. COL.
SCALE 1" = 1'-0"
HSS 5x5x3 8" SQ. TUBE STEEL
COL. ATTACH TO STEEL
PLATE WITH 1 4" FILLET WELD
ALL SIDES
1/4"
1/4"
1/4"
BEAM PER PLAN
ARCHED GLULAM
ROOF BEAM PER
PLAN
2x6 KNEE WALL BETWEEN GLULAM
BEAMS
2x6 STUDS @
16" O.C.
HSS 4x4x 1 4" - HSS 51 2"x51 2"x3 8" COL.
SCALE 1/2" = 1'-0"
GLULAM BEAM WITH STUD WALL INFILL
SCALE 1" = 1'-0"
10x10 DF#1 DECK POST KNIFE PLATE
SCALE 1" = 1'-0"
10x10x3 4" STEEL BASE
PLATE, SEE PLAN
SHEET S2
(4) 13 16" DIA. BOLT
HOLES FOR 3 4" DIA.
TITEN HD ANCHOR
BOLTS WITH 10" MIN.
EMBEDMENT
(2) 14"x10"x1" STEEL
KNIFE PLATES
ATTACHED TO BASE
PLATE WITH 14" FILLET
WELD ALL SIDES
1/4"
ELEVATION VIEW
DBL 2x6 TOP
PLATE
2x6 SILL PLATE
PROVIDE
NOTCH
BEARING SEAT
AT GLULAM
LVL BEAM PER PLAN
(4) 3 4" DIA. A325 BOLTS,
NUTS, LOCK WASHERS
WALL SHEATHING TO
UNDERSIDE OF DECK
FRONT VIEWSIDE VIEW
PLAN VIEW
SIMPSON POST BASE
PER SCHEDULE, SEE
SHEET S12, INSTALL
WITH THREADED RODS
OR ANCHOR BOLTS
PER MFR. SPECS.
(2) 13 16" DIA. BOLT
HOLES FOR 3 4" DIA.
THROUGH BOLTS,
NUTS, LOCK WASHERS
1" THICK OFFSET
PLATE
(4) 13 16" DIA. BOLT
HOLES FOR 3 4" DIA.
TITEN HD ANCHOR
BOLTS WITH 10" MIN.
EMBEDMENT
CAP PLATE
BASE PLATE
W16x36
W24x76
(4) 13 16" DIA. DRILL HOLES
FOR (4) 3 4" DIA. A325 BOLTS,
NUTS, LOCK WASHERS,
TYPICAL
(4) 13 16" DIA. DRILL HOLES
FOR (4) 3 4" DIA. A325 BOLTS,
NUTS, LOCK WASHERS,
TYPICAL
(4) 3 4" DIA. A325 BOLTS,
NUTS, LOCK WASHERS
HSS 4x4x14" SQ. TUBE STEEL
COL. ATTACH TO STEEL
PLATE WITH 1 4" FILLET WELD
ALL SIDES
(NOTE: DO NOT INTERRUPT
RIM JOIST)
CAP PLATE
BASE PLATE
(4) 13 16" DIA. DRILL HOLES
FOR (4) 3 4" DIA. TITEN HD
ANCHORS WITH 8" MIN.
EMBEDMENT INTO
CONCRETE FDN. WALL
SHEARWALL FRAME
SCALE 1/2" = 1'-0"
HSS 6x6x3 8" STEEL TUBE
HSS 5" x 5" x 1 4" STEEL TUBE
COLUMN WELD TO CAP PLATE
WITH 14" FILLET ALL SIDES
L3x3x14 STEEL ANGLE CROSS
BRACE ATTACH TO 5x5x1 4" HSS
WITH 1 4" FILLET WELD ALL
AROUND TYPICAL OF 3'.
CONNECT L3x3x1
4" ANGLES
TOGETHER WITH 14" X 1" FILLET
SHEARWALL FRAME BASE PLATE
SCALE 1" = 1'-0"S12
21a
S12
21a
(8) 13 16" DIA. HOLES
FOR 3 4" DIA. J OR L
BOLTS, 10"
EMBEDMENT IN
FDN. WALL, VERIFY
20"x7"x3 4" STEEL
BASE PLATE AT
EACH END OF
STEEL FRAME,
CENTERED ON 10"
FDN. WALL
S8
21
S8
20
STEEL COL. ATTACH TO BASE
PLATE WITH 1 4" FILLET WELD
ALL SIDES
ATTACH STEEL COLUMNS
TOGETHER WITH (4) 13 16" DIA.
DRILL HOLES FOR 3 4" DIA.
A325 BOLTS, NUTS, LOCK
WASHERS, TYPICAL
COL. - COL. CONNECTION
SCALE 1" = 1'-0"
JOISTS PER FLOOR FRAMING
PLAN, SHEET S2, S3
1/4"
S8
28
INSTALL SOLID BLOCKING
EACH SIDE OF COL.
CONNECTION. BLOCKING
PER JOIST MFR.
STEEL COLUMN PER PLAN
(NOTE: DO NOT INTERRUPT
RIM JOIST)
SEE COLUMN TO
COLUMN CONNECTION
THIS AREA
2x4 STUD WALL ON
10" THK. FDN. WALL
EXTERIOR SIDE
ROTATED VIEW
SHEARWALL FRAME
ROTATED VIEW
48
S11
SADDLE ELEVATION
WOOD POST PER PLAN,
VERIFY WITH ARCH.
DWGS.
12"x9"x12" STEEL BASE PLATE
12"x7"x12" STEEL CAP PLATE
14"x9"x12" STEEL BASE/CAP
PLATE
14"x9"x12" STEEL BASE/CAP
PLATE
(4) 13 16" DIA. DRILL
HOLES FOR 3 4" DIA.
THOROUGH BOLTS,
NUTS, LOCK
WASHERS
S8
16aGLULAM BEAM TO STUD WALL
SCALE 1" = 1'-0"
ARCHED GLULAM
ROOF BEAM PER
PLAN
2x6 STUDS PER PLAN
ELEVATION VIEW
DBL 2x6 TOP PLATE
(1) 8x4x7 16" STEEL
ANGLE EACH
SIDE OF GLULAM
BEAM
(8) 12" DIA.
THROUGH BOLTS
INTO BEAM AND
INTO TOP PLATES
1/4"
1/4"
OPTION IN
LIEU OF
BOLTS
OPTION IN
LIEU OF
BOLTS
1
1
1
1
1
1
1
1
1
(1) 4x4x1 4" STEEL
ANGLE EACH
UNDERSIDE OF
TOP PLATE/STUD
PACK. INSTALL
WITH (2) 12" DIA.
THROUGH BOLTS,
NUTS AND LOCK
WASHERS
ROTATED VIEW
DBL 2x6
TOP PLATE
2x6 STUD
PACK PER
PLAN
ATTACH SHEAR WALL
BOTTOM PLATE TO STEEL
FRAME BEAM WITH
PDPAWL-200 P.A.F. @ 6"
O.C., STAGGERED 1
W10x26
W18x97
ELEVATION A-A
A A
20"x5"x12" THK.
STRAP WELDED TO
UNDERSIDE OF
BASE PLATE WITH
1 4" FILLET WELD ALL
SIDES
(3) 3 4"x7" TITEN HD
ANCHORS
3x3x3 8" STL. ANGLE
ATTACH TO HSS 6x6x3 8"
STL. TUBE WITH 1 4"
STITCH WELD x 1" @ 6"
O.C.
PAN DECK TO
ATTACH TO 3x3x3 8"
ANGLE
53 8"
63 4"
53 4"
912"
33
4"
312"
21
4"
10"
8"
13 4"13 4"
13
4"
13
4"
412"
7"
112"
13
8"
EQ
.
T
O
BE
A
M
D
E
P
T
H
12" MIN.12" MIN.
12" MIN.12" MIN.612"
8"
1"
114"
16"
MA
T
C
H
W
I
D
T
H
OF
B
E
A
M
2"
2"
2"
2"
12"
8"
13
4"
13 4"
13
4"
13 4"
10"
8"
13 4"13 4"
13
4"
13
4"
16"
8"
13
4"
13 4"
13
4"
13 4"
16"
MA
T
C
H
WI
D
T
H
OF
B
E
A
M
2"
2"
2"
2"
8"
8"
13
4"
13
4"
13 4"
13 4"
2"8"2"
12
"
12"
4"
6"
2"
12
"
8"
13 4"
13
4"13 4"
13
4"
14"
MA
T
C
H
WI
D
T
H
OF
B
E
A
M
2"
3"
2"
3"
*
12
"
(2) LVL=35 8"
(3) LVL=53 8"
(4)LVL=718"
4"
53
4"
21 4"13 4"
11
4"
3"
114"
4"
12
"
M
I
N
.
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
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
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
ST
R
U
C
T
U
R
A
L
DE
T
A
I
L
S
SCALE 1" = 1'-0"S9
33
S9
32
S9
31
S9
30
S9
29
S9
28
S9
27
S9
26
S9
25A
S9
24
S9
23
S9
25
CAP PLATE ELEVATION
ROTATED VIEW
HSS4x4x1 4" STL.
COLUMN WELD
TO BASE PLATE
WITH 1 4" FILLET
ALL AROUND
HSS4x4x1 4"
STEEL COL.
ATTACH TO WF
BEAM WITH (4)
3 4" DIA.
THROUGH
BOLTS, NUTS,
LOCK
WASHERS
BEAM PER
PLAN
EXTERIOR STAIR COL. SADDLE
SCALE 1" = 1'-0"
LOCK DECK
SHEATHING PER
MFR.
3 4" THICK STEEL
TAB EACH SIDE
OF EACH
GLULAM ATTACH
TO WF WITH 1 4"
FILLET WELD
ALL SIDES
STEEL COL./WF @ ROOF DECK
SCALE 1" = 1'-0"
STEEL COL. @
ROOF DECK
(4) 3 4" A325 BOLTS
STEEL COL.,
WHERE OCCURS
(4) 3 4" A325 BOLTS
14" THK. STEEL
PLATE STIFFENER
@ ALL COL.
BEARING, ATTACH
TO WEB OF WF
WITH 1 4" FILLET
WELD ALL SIDES
BAR JOISTS @
ROOF DECK
ARCHED
GLULAM
BEAM, (DO
NOT NOTCH
AT BEARING)
BEAM PER PLAN, SEE
ROOF FRAMING
SHEET S5
HSS 4"x4"x1 4" STL. TUBE
COLUMN, ATTACH TO
WF BEAM WITH (4) 3 4"
DIA. A325 BOLTS
WF TO LVL BEAM
SCALE 1" = 1'-0"
(1) 13 16" DIA.
DRILL HOLE FOR
3 4" DIA. THROUGH
BOLT, NUT, LOCK
WASHER
PLAN VIEW
1 4" THK. STEEL
"BUCKET" SEAT,
(EXTEND TO TOP OF
WF) ATTACH TO END
OF WF WITH 1 4" FILLET
WELD ALL AROUND
ELEVATION VIEW
WF PER PLAN
WF PER PLAN
16"xB.W.x12" STEEL CAP
PLATE
(4) 13 16" DIA. DRILL HOLES
HSS 41 2"x41 2"x1 4" COL. BASE - CAP PLATE
HSS 4"x4x1 4" SQ. TUBE STEEL
COL. ATTACH TO BASE PLATE
WITH 14" FILLET WELD ALL
SIDES
(4) 13 16" DIA. DRILL HOLES
FOR 3 4" TITEN HD
ANCHORS, 61 4" MIN.
EMBEDMENT
12"x8"x12" STEEL BASE
PLATE
8"x612"x12" STEEL CAP PLATE
HSS 4x4x14" STEEL COL.,
ATTACH TO CAP PLATE WITH
14" FILLET WELD ALL AROUND
(4) 13 16" DIA. DRILL HOLES
FOR 3 4" DIA. THROUGH
BOLTS, NUTS, LOCK
WASHERS
CAP PLATE
4" DIA. STL. COL. BASE - CAP PLATE
(4) 3 4" A325 BOLTS,
NUTS, AND LOCK
WASHERS
BASE PLATE
10"x8"x12" STEEL BASE
PLATE
HSS 4x4x14" STEEL COL.,
ATTACH TO CAP PLATE WITH
14" FILLET WELD ALL AROUND
(4) 13 16" DIA. DRILL HOLES
FOR 3 4" DIA. TITEN HD
ANCHORS WITH 614" MIN.
EMBEDMENT
1/4"
1/4"
HSS6x6x1 2" COL. BASE & CAP PLATE
SCALE 1" = 1'-0"
HSS 6"x6"x12" STEEL
COLUMN ATTACH TO
BASE PLATE WITH 14"
FILLET WELD ALL
SIDES, SEE PLAN
(4) 13 16" DIA. BOLT
HOLES FOR 3 4" TITEN
HD ANCHOR BOLTS
MIN. 614" EMBEDMENT
16"x8"x12" STEEL BASE
PLATE ATTACHED TO
COLUMN WITH 14"
FILLET WELD ALL SIDES
1/4"
BASE PLATE
CAP PLATE
16"xB.W.x12" STEEL CAP
PLATE ATTACHED TO
COLUMN WITH 14"
FILLET WELD ALL SIDES
1/4"
SCALE 1" = 1'-0"
12"x12"x1 4"
STEEL
SADDLE
HSS 312"x31 2"x1 4" COL. BASE - SADDLE
HSS 312" x312" x1 4" SQ.
TUBE STEEL COL.
ATTACH TO BASE
PLATE WITH 1 4"
FILLET WELD ALL
SIDES
8"x8"x12" STEEL BASE
PLATE
1/4"
1/4"
SADDLE
BASE PLATE
SCALE 1" = 1'-0"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
CAP PLATE
BASE PLATE
SCALE 1" = 1'-0"
HSS 4"x4"x1 4" COL. BASE - CAP PL
14"x11"x12" STEEL CAP
PLATE
(4) 13 16" DIA. DRILL HOLES
HSS 4x4x14" SQ. TUBE STEEL
COL. ATTACH TO BASE PLATE
WITH 14" FILLET WELD ALL
SIDES
(4) 13 16" DIA. DRILL HOLES
FOR 3 4" TITEN HD
ANCHORS, 61 4" MIN.
EMBEDMENT
8"x12"x12" STEEL BASE
PLATE
1/4"
1/4"
CAP PLATE
BASE PLATE
ROTATED
VIEW
BEAM PER PLAN
WF PER PLAN
STUD
FRAMING
CS16 STRAP
AT WOOD SILL
PLATE SPLICE,
INSTALL PER
MFR. SPECS.
(2) CS16 STRAP AT
WOOD TOP PLATE
SPLICE, INSTALL
PER MFR. SPECS.
DECK HEADER WF/WF CONNECTION
AISC
T-CONNECTION
(6) 3 4" DIA. A325
THROUGH BOLTS
WITH NUTS AND
LOCK WASHERS
WF BEAM
PER PLAN
(2) 4" LONG x
6"x4"x3 4" THICK STL.
ANGLE, INSTALL (1)
EACH SIDE OF BEAM
CONNECTION
(4) 3 4" DIA. A325
THROUGH BOLTS
WITH NUTS AND
LOCK WASHERS,
13 16" DIA. DRILL
HOLES
BAR JOIST
PER PLAN
WF BEAM
PER PLAN
WF BEAM
PER PLAN
PER PLAN HSS8x3x1 4" STEEL TUBE AT
RIM PER PLAN, WHERE
OCCURS
WRAP STEEL SHAPES
WITH FINISH MATERIAL BY
OTHER
INSTALL PAN
DECK TO
W8x28 DECK
BEAMS PER
ATTACHMENT
SHEET S4
SHEAR WALL PER PLAN.
NAIL TO WALL PER
HOLDDOWN SCHEDULE
INSTALL SILL TO LVL WITH
(2) SDS SCREWS @ 6" O.C.
SIMPSON CS16 COIL STRAP
PER PLAN, CONNECT TO
BOTH SIDES OF SHEAR
PANEL END STUDS STRAP
TO BE INSTALLED TIGHT
(9)-#10 x 212" STRONG DRIVE
(MINIMUM) STRAP TO BEAM
EACH SIDE
SHEARWALL CONNECTION
SCALE 1" = 1'-0"
SHEATHING PER
BRACED WALL
SCHEDULE, SHEET
S12
ROOF TRUSS OR FLOOR
JOISTS WHERE OCCURS
IF TRUSS OR JOIST DOES NOT
ALIGN WITH WALL, INSTALL 2x4
BRIDGING AT 12" O.C. ATTACH TO
BOTTOM CHORD OF TRUSS WITH
(2)-16d END NAILS EACH END.
2x WALL TOP PLATE ATTACHED
TO TRUSS OR BRIDGING WITH
A35 FRAMING ANGLE
SCALE 1" = 1'-0"
SCALE 1" = 1'-0"
EXTERIOR SHEATHING LAYOUT
EXT.WALL SHEATHING PER
PLAN, NO SPLICES THIS AREA,
12
"
MI
N
.
12
"
MI
N
.
UPPER
FLOOR
LOWER
FLOOR
1/4"
BEAM
PER
PLAN
BASE PLATE
RIM CHANNEL AT DECK
SCALE 1" = 1'-0"
(4) 13 16" DIA. DRILL
HOLES FOR 3 4" DIA.
THROUGH BOLTS,
NUTS, LOCK
WASHERS
(4) 13 16" DIA. DRILL
HOLES FOR 3 4" DIA.
THROUGH BOLTS,
NUTS, LOCK
WASHERS
1/4"OPTION IN
LIEU OF
BOLTS
1/4"1/4"
1
1
1
1
1
1
1/4"
1
1
1
1
1
1
1
INSTALL SILL TO LVL WITH
(2) SDS SCREWS @ 6" O.C.
1
1
1
1
1
1
1
12 x 5"x 12" THICK STEEL
PLATE, PROVIDE 112"
DIA. HOLE FOR 1" DIA.
THREADED ROD. WELD
PLATE TO BEAM WITH
1 4" FILLET ALL AROUND
1" DIA. THREADED ROD.
CONNECT ROD TO PLATE
WITH 3" DIA. PLATE
WASHER, NUT, AND LOCK
WASHER.
1
1
11
73 8"
83
4"
5"
9"
312"
3"
212"
83
4"33
4"
3"
73 8"
5"
11
"
5"
3"
3"
5"
5"
912"
2"2"
23
4"
23
4"
2"
2"
512"
512"
1
1
* PER
BM.
(2) LVL=35 8"
(3) LVL=53 8"
(4)LVL=718"
612"
512"
2"
2"
112"
412"
2"
812"
512"
* PER
BM.
(2) LVL=35 8"
(3) LVL=53 8"
(4)LVL=718"
7"
5"
3"
3"
612"
512"
2"
2"
112"
412"
2"
812"
8"
8"
13
4"
13
4"
13 4"13 4"
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
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
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
ST
R
U
C
T
U
R
A
L
DE
T
A
I
L
S
ROOF BEAM PER
PLAN
ARCHED GLULAM
PER LOWER ROOF
PLAN, SEE SHEET
S4
8x8 WOOD COLUMN
PER LOWER ROOF
PLAN, SEE SHEET S4
ROOF BEAM AT FRONT ENTRY
SCALE 1" = 1'-0"
ROTATED VIEWSECTION
ROOF BEAM PER
PLAN
ARCHED GLULAM
PER LOWER ROOF
PLAN, SEE SHEET
S4
8x8 WOOD COLUMN
PER LOWER ROOF
PLAN, SEE SHEET S4
S10
34
S10
35
S10
36
NO SCALE
SCALE 1" = 1'-0"
ARCHED GLULAM
ROOF BEAM PER
PLAN
ARCHED GLULAM
BEAM PER ROOF
PLAN ( DO NOT
NOTCH AT BEARING)
INSTALL ROOF LOCK
DECK LAMINATED
WOOD SHEATHING
PER MFR. SPECS.
BEAM PER PLAN
(2) 3 4" DIA. A325
THROUGH BOLTS
WITH NUTS AND
LOCK WASHERS
2FT.
MAX.
WF BEAM
PER PLAN
(2) 3 4" DIA. A325
THROUGH BOLTS
WITH NUTS AND
LOCK WASHERS
2x 6MIN. OUTLOOKERS AT 16"
O.C. ORIENT ON EDGE,
EXTENDED BACK TO FIRST
RAFTER.
SIMPSON H2.5ASS
CONNECT 2x OUTLOOKER TO
TJI RAFTER WITH SIMPSON
A35 FRAMING ANGLE
RAFTER PER PLAN, (PACK
OUT BOTH SIDES OF WEB
PER MFR. SPECS.)
STEEL BAR
JOISTS PER
MFR.
CEILING PER ARCH. DWGS.
WF BEAM PER
PLAN, SEE
SHEET S4
FRAME WALL TO UNDERSIDE
OF 2x OUTLOOKERS
WF BEAM PER
PLAN, SEE
SHEET S4
WF TO WF CONNECTION
ROTATED VIEW
SECTION
(2) 1 4"x5"x11"
STEEL TAB,
ATTACH TO WF
WITH 14" FILLET
WELD ALL SIDES
SCALE 1/2" = 1'-0"
S10
37
S10
38
SCALE 1" = 1'-0"S10
39
SCALE 1" = 1'-0"
ROOF OVERHANG OUTLOOKERS
COPE WF TO
WF AS REQ`D
3/4" MAX.
LVL BEAM BEARING DETAIL
BEAM PER PLAN
1/2" DIAMETER THROUGH BOLT,
INSTALLED THROUGH KING STUDS,
BLOCKING, AND BEAM.
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.
LVL POST CONNECTION AT CRAWL
INSTALL ROOF LOCK
DECK LAMINATED
WOOD SHEATHING
PER MFR. SPECS.
(2) 1 4" x 5"x9"
STEEL TAB,
ATTACH TO WF
WITH 14" FILLET
WELD ALL SIDES
(2) 14" x 5"x9"
STEEL TAB,
ATTACH TO WF
WITH 1 4" FILLET
WELD ALL SIDES
812"x512"x14"
SADDLE
WELDED TO
COLUMN W/ 14"
FILLET WELD
ALL SIDES
1/4"
HSS 31 2"x31 2"x 1 4" STL. COL. - SADDLE
1/4"
BEAM PER PLAN
812"x512"x14"
SADDLE WELDED
TO COLUMN W/ 1 4"
FILLET WELD ALL
SIDES
812"x512"x14" STEEL
SADDLE, COL.
BELOW
HSS 312" x 312" x
1 4" STEEL TUBE
COLUMN WELD
TO CAP PLATE
WITH 14" FILLET
ALL SIDESBEAM PER PLAN
BASE SADDLE ROTATED VIEW
S10
41
INSTALL 2x4 BLOCKING BETWEEN TRUSS
TOP CHORDS. NAIL TO WALL STUDS WITH
(2) 16d NAILS PER STUD. NAIL ROOF
SHEATHING TO BLOCKING
LEDGER PER PLAN
LAG SCREWS PER
SCHEDULE
TRUSS CLIP EACH TRUSS;
(EXT: H10ASS OR BETTER)
(INT: H2.5ASS OR BETTER)
SHEATHING PER PLAN
FRAMING PER PLAN
ENGINEERED MONO TRUSS BY OTHERS
FLOOR JOISTS PER PLAN
FLOOR SHEATHING
ANCHOR BOLT PER GENERAL
NOTES
TRUSS SPAN
MONO TRUSS LEDGER
ATTACHMENT SCHEDULE
FASTENERS
6-10 (ft)
14" Ø DIA. x 412" SDS
SCREWS
(2) @ 16"(in.) O.C.
ROOF LEDGER ATTACHMENT
GLULAM CONNECTION AT WF
(2) 14" x 6"x11"
STEEL TAB,
ATTACH TO WF
WITH 1 4" FILLET
WELD ALL SIDES
1 4" THICK STEEL
SADDLE,
FABRICATE AS
SHOWN. ALL JOINT
CONNECTIONS
SHALL BE 14"
FILLET WELDS ALL
SIDES
SCALE 1" = 1'-0"
AISC
T-CONNECTION
(3) 5"x912"x5"x3 4"
THICK STL.
ANGLE, INSTALL
(1) EACH SIDE
AND AT BOTTOM
OF BEAM
CONNECTION
INSTALL WITH
(10) 3 4" A325
BOLTS, NUTS,
LOCK
WASHERS,
13 16" DIA. DRILL
HOLES
ENTRY STAIR WALL LEDGERS
S10
40
CAP PLATE ELEVATION ROTATED VIEW
BEAM PER
PLAN
SCALE 1" = 1'-0"
(4) 13 16" DIA. DRILL
HOLES FOR 3 4" DIA.
A325 THROUGH
BOLTS, NUTS,
LOCK WASHERS
FLOOR SHEATHING INSTALLED
OVER 2x8 TREATED SILL
TOP MTD. JSTS. HGR.
INSTALLED ON SILL PLATE W/
(2) 5 8" DIA. x 6" SIMPSON TITEN
HD ANCHORS AT 16" O.C.
(PROVIDE BUILDING
FELT/PAPER AT END OF
JSTS/WALL TO PROTECT JSTS.
FROM MOISTURE.
FOUNDATION WALL PER PLAN
SCALE 1" = 1'-0"S10
42LVL STRAP DETAIL
11-14 (ft)15-20(ft)
(3) @ 16"(in.) O.C.
(4) @ 12"(in.) O.C.
SCREW SPACING:
MIN. EDGE= 1.5"
MIN. SPACING = 3"
EXTEND NAILER PLATE AND NAIL
TO KING STUDS, MIN. OF 2 NAILS.
ELEVATION
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 STUDS
12
"
M
I
N
.
GLULAM RAFTER AND HANGER PER
PLAN
HSS 4x4x1 4" TUBE STEEL
COL. ATTACH TO BASE
PLATE WITH 1 4" FILLET
WELD ALL SIDES
(4) 13 16" DIA. DRILL HOLES
FOR 3 4" TITEN HD
ANCHORS, 8" MIN.
EMBEDMENT
8"x8"x12" STEEL BASE PLATE
1/4"
BASE PLATE
1
1
1
1/4"
1/4"
1/4"
1
1
1
1
2x SOLID BLOCKING
NOTE: USE THIS DIAPHRAM
NAILING ALONG WALLS IN
BOTH DIRECTIONS, FIXING
EITHER TOP OF
WALL/BLOCKING/TRUSS OR
TOP OF
WALL/BLOCKING/OUTRIGGERS.
(2) 16d RING SHANK TOE NAILS @
12" O.C. MIN., NAIL BLOCKING TO
OUTRIGGERS WITH (2) 16d TOE
NAILS AS WELL
2'-6" MAX.
2'-5"
12
'
-
9
1
/
4
"
10
1
/
4
"
2"8"2"
12
"
12"
4"
6"
2"
* PER
BM.
12
"
(2) LVL=35 8"
(3) LVL=53 8"
(4)LVL=718"
* PER
BM.
12
"
(2) LVL=35 8"
(3) LVL=53 8"
(4)LVL=718"
2"8"2"
12
"
12"
4"
6"
2"
2"8"2"
512"
12"
2"
2"
112"
12"
8"
13
4"
13 4"
13
4"
13 4"
14"
MA
T
C
H
WI
D
T
H
O
F
BE
A
M
2"
3"
2"
3"
12"
MA
T
C
H
WI
D
T
H
OF
B
E
A
M
2"
2"
2"
2"
2"8"2"
7"
12"
212"
3"
112"
* PER BM.
512"
(2) LVL=35 8"
(3) LVL=53 8"
(4)LVL=718"
8"
8"
13 4"13 4"
13
4"
13
4"
3
6"2"
9"
8"
33
4"
21
4"
7"
614"
9"
12"
612"
2"
2"
2"
2"
12"
8"
13
4"
13 4"
13
4"
13 4"
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
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
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
ST
R
U
C
T
U
R
A
L
DE
T
A
I
L
S
CANTILEVER FLOOR
JOISTS, SEE PLAN,
SHEET S3
PROVIDE SOLID
BLOCKING OVER BEAM
AT JOISTS, INSTALL
PER JOIST MFR.
CANTILEVER JOISTS AT STORAGE
EXTERIOR STAIR
6x12 DF#1 STAIR STRINGER
6x12 DF#1 STAIR STRINGER
6x12 DF#1 STAIR STRINGER
6x12 DF#1 STAIR STRINGER
3x
1
2
D
F
#
1
L
E
D
G
E
R
6x
1
2
D
F
#
1
LA
N
D
I
N
G
B
E
A
M
W8x10 SAFETY BEAM
PER ELEVATOR MFR.
2x6 STUDS
AT 16" O.C. @
ELEVATOR
SHAFT
2x12 RAFTERS
RIPPED AS REQ`D
TO MATCH CURVE
OF ROOF. MAINTAIN
MIN. DEPTH OF 914"
SCALE 1/2" = 1'-0"
ELEVATOR SAFETY BEAM
S11
42
S11
43
SCALE 1/2" = 1'-0"SCALE 1" = 1'-0"
HSS 4"x4"x1 4" COL. SADDLE
S11
44
12"x12"x1 4"
STEEL
SADDLE
(4) 13 16" DIA. DRILL
HOLES FOR 3 4" DIA.
THOROUGH BOLTS,
NUTS, LOCK
WASHERS
1/4"
SADDLE
BEAM PER PLAN
ROTATED VIEW
S11
45
SCALE 1" = 1'-0"
HSS 4"x4"x1 4" COL. SADDLE
HSS 4x4x1 4" STEEL COL.
ATTACH TO BASE PLATE
WITH 1 4" FILLET WELD ALL
SIDES
(4) 13 16" DIA. DRILL HOLES
FOR 3 4" DIA. A325 BOLTS,
NUTS, LOCK WASHERS
1/4"
BASE SADDLE
12"x12"x1 4"
STEEL
SADDLE
TOP SADDLE
BEAM PER PLAN
ROTATED VIEW
SCALE 1" = 1'-0"
HSS 41 2"x41 2"x1 4" COL. BASE - CAP PL
14"xB.W.x1 4" STEEL CAP
PLATE
(4) 13 16" DIA. DRILL
HOLES
HSS 4"x4"x1 4" SQ. TUBE
STEEL COL. ATTACH TO
BASE PLATE WITH 14"
FILLET WELD ALL SIDES
(4) 13 16" DIA. DRILL
HOLES FOR 3 4"
TITEN HD
ANCHORS, 614"
MIN. EMBEDMENT
12"x8"x12" STEEL BASE
PLATE
1/4"
1/4"
CAP PLATE
BASE PLATE
S11
46
SCALE 1" = 1'-0"
HSS 5 1 2"x5 1 2"x3 8" COL. @ DOOR HEADER
S11
47
HEADER BEAM PER
PLAN, SEE SHEET
S4
SCALE 1" = 1'-0"
HSS 10x5x3 8"
STEEL TUBE
SLIDING DOOR
HEADER ATTACH
TO STEEL
COLUMN WITH 14"
FILLET WELD ALL
SIDES
(4) 3 4" DIA. A325 BOLTS,
NUTS, LOCK WASHERS
HSS 512"x512"x3 8" SQ.
TUBE STEEL COL.
ATTACH TO CAP PLATE
WITH 1 4" FILLET WELD
ALL SIDES
INTERIOR
SIDE
ROTATED VIEW SECTION VIEW
12" THK. STEEL BASE PLATE
(4) 13 16" DIA. DRILL HOLES
FOR 3 4" DIA. LAG BOLTS
1/4"
(4) 13 16" DIA. DRILL HOLES
FOR (4) 3 4" DIA. A325 BOLTS,
NUTS, LOCK WASHERS
CAP PLATE
S11
48
SADDLE ELEVATION ROTATED VIEW
(4) 13 16" DIA. DRILL
HOLES FOR 3 4" DIA.
THROUGH BOLTS,
NUTS, LOCK
WASHERS PER
SADDLE
HSS 312" x 312" x
1 4" STEEL TUBE
COLUMN WELD
TO CAP PLATE
WITH 14" FILLET
ALL SIDES
12"x7"x 1 4"
SADDLE
WELDED TO
COLUMN W/ 1 4"
FILLET WELD
ALL SIDES
BEAM PER
PLAN
HSS 31 2"x31 2"x 1 4" STL. COL. - SADDLE
1/4"
S11
493" DIA. COL. BASE - SADDLE
3" DIA. STEEL COL.
ATTACH TO BASE
PLATE WITH 14"
FILLET WELD ALL
SIDES
(4) 13 16" DIA. DRILL
HOLES FOR 3 4" TITEN
HD ANCHORS, 61 4"
MIN. EMBEDMENT
8"x8"x12" STEEL BASE
PLATE
1/4"
BASE PLATE
8"x9"x14"
STEEL
SADDLE
(2) 13 16" DIA.
DRILL HOLES
FOR 3 8" DIA.
THOROUGH
BOLTS, NUTS,
LOCK
WASHERS
SADDLE ROTATED VIEW
LANDING DECK
PER ARCH.
DWGS.
1/4"
S11
49
6x
1
2
D
F
#
1
LA
N
D
I
N
G
B
E
A
M
12"x612"x12" STEEL CAP
PLATE
HSS 4"x4"x1 4" SQ. TUBE STEEL
COL. ATTACH TO BASE PLATE
WITH 14" FILLET WELD ALL
SIDES
12"x8"x12" STEEL BASE
PLATE
1/4"
1/4"
CAP PLATE
BASE PLATE
SCALE 1" = 1'-0"S11
50
SCALE 1" = 1'-0"
SCALE 1" = 1'-0"
HSS 4"x4"x 1 4" STL. COL. BASE-CAP PL
BEAM PER PLAN
1/4"
12"x512"x14" STEEL
SADDLE
12"x512"x14" STEEL
SADDLE, COL. BELOW
BEAM PER PLAN
(NOTE: DO NOT INTERRUPT
RIM JOIST)
S8
20 SEE COLUMN TO
COLUMN CONNECTION
THIS AREA
S11
51 BEAM POCKET
SCALE 1" = 1'-0"S11
52
FRAMING PER ARCH.
AND STRUCTURAL
PLANS
BEAM
PER
PLAN
1 #4 x 4 FT
GROUT OR BLOCK BP
SOLID
DROP TOP REINF.
BELOW BP
STEEL SHIMS AS REQ'D
FDN WALL PER
DETAILS
WRAP BEAM WITH
WATERPROOFING
JACKET. MAYBE
OMITTED FOR WF
BEAMS
STRINGERS ARE
DESIGNED FOR TREADS
TO BE SUSPENDED
HSS 512"x512"x3 8" SQ.
TUBE STEEL COL.
ATTACH TO CAP PLATE
WITH 1 4" FILLET WELD
ALL SIDES
(4) 13 16" DIA. DRILL HOLES
FOR 3 4" DIA. A325 BOLTS,
NUTS, LOCK WASHERS
(4) 13 16" DIA. DRILL
HOLES FOR 3 4" DIA.
THOROUGH BOLTS,
NUTS, LOCK
WASHERS
BREAK IN
BEAM
CENTERED
OVER COL.
1
(4) 13 16" DIA. DRILL
HOLES FOR 3 4" TITEN
HD ANCHORS, 61 4" MIN.
EMBEDMENT
1
1
1
1
1
1
1
1
1
SECTION A-A
AA
NOTCH TUBE
AROUND HSS 5x5
COL.
(2) 4x4x14" STL.
ANGLES, ATTACH
COL. W/ 14" FILLET
1/4"
(2) 4x4x1 4" STL.
ANGLES,
ATTACH COL.
W/ 1 4" FILLET
1
101 4"
8"
14
"
8"
28
"
4"
2"
16
"
4"
2"
101 4"
111 4"
1014"
8"
14
"
5"
13
4"
912"
13
4"612"
2"
212"
2"
2"
6"
2"
2812"4912"
3"
CL
E
A
R
36
"
6"
1'
-
4
"
MA
X
1
1
12
"
PER
PLAN
8"
2"
TYP
13
'
-
0
"
M
A
X
.
10% SL
O
P
E
FRAMING PER ARCH. AND
STRUCTURAL PLANS
ANCHOR BOLTS PER
GENERAL NOTES
COMPACTED BACKFILL
PER GENERAL NOTES,
(SOILS NOTES APPLY
TO COUNTERFORT ON
GRID LINE "K" ONLY)
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)
REBAR PER PLAN, SEE
SHEET S1
CONC. FTG. PER PLAN
W/ (4) #4 BAR DOWELS
THUS,
PER
PLAN
(4) #5 REBAR PINS INTO
COMPETENT BEDROCK
PER DETAIL 8/S6
2'
-
0
"
MA
X
6"
30
"
M
I
N
3"
PE
R
PL
A
N
8"10"8"
10"
4"
2"2"
6"
12
"
12
"
CF
-
2
4
CF-24
PR
O
J
E
C
T
L
O
C
A
T
I
O
N
:
CL
I
E
N
T
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
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
:
DATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
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
C
T
L
T
H
O
M
P
S
O
N
DE
T
A
I
L
S
S12SCALE 1" = 1'-0"
DECK COL. CAP - BOX CONNECTION 53
10x14 DF#1 (MIN.) DECK
BEAM
12" THICK STEEL
BOX/SADDLE CAP PLATE,
PROVIDE 13 16" DIA. BOLT
HOLES WHERE SHOWN
(4) 3 4" DIA. THROUGH
BOLTS, NUTS, LOCK
WASHERS
HSS 7"x7"x1 4" TUBE
STEEL COL. ATTACH
TO BOX PLATE WITH 1 4"
FILLET WELD ALL
SIDES
1/4"
1/4"
1/4"
ROTATED VIEW AT
HSS7x7 TUBE STL. COL.
END VIEW AT WOOD
POST
APPLIED SKIRT TO
MATCH ADJACENT
BOX CAP PROFILE
APPLIED AFTER HSS
ATTACHED
ARCH. BEAM
ARCH. BEAM
10x14 10x1410x14
SIDE VIEW AT 10x10
WOOD POST
10x10 DF #1
WOOD POST
10x14 DF#1 (MIN.)
DECK BEAM
12" THICK STEEL
BOX/SADDLE CAP
PLATE, PROVIDE
13 16" DIA. BOLT
HOLES WHERE
SHOWN
(4) 3 4" DIA.
THROUGH BOLTS,
NUTS, LOCK
WASHERS
S12
54
SCALE 1" = 1'-0"
LVL SPLICE AT SADDLE
3 OR 4 LVL BEAM
SPLICE OVER
COLUMN CENTERED
ON SADDLE/COLUMN
BELOW
STEEL SADDLE PER
PLAN AND COLUMN
DETAILS
3 4" DIA. THROUGH
BOLTS, NUTS, AND
LOCK WASHERS PER
PLAN AND COLUMN
DETAILS
S12
55
NO SCALE
OPTIONAL WF/WOOD PLATE
JOIST PER PLANJOIST PER PLAN
2xFULL WIDTH TOP
PLATE, GLUE & NAIL TO
BEAM W/(1) 0.145" DIA. P.A.F.
AT 32" O.C., STAGGERED,
(RIP TOP PLATE TO MATCH
FLOOR DEPTH)
COLUMN PER PLAN
WF BEAM PER PLAN
S12
56
NO SCALE
LVL TO W18x97
WF BEAM PER PLAN
HWU 312" x 11" WELDED
TO STEEL BEAM WITH 14"
FILLET WELDS ON EACH
END OF TOP FLANGE
PER MFR.
WF BEAM PER PLAN
HWU 312" x 11" WELDED
TO STEEL BEAM WITH 14"
FILLET WELDS ON EACH
END OF TOP FLANGE
PER MFR.
COLUMN PER PLAN
SIDE VIEW
PLAN VIEW
1/4"112"
1/4"112"
S12
57
NO SCALE
WF CONNECTION TO STEEL COL.
S12
58
S12
59
NO SCALE
ROOF BEAM/WALL CONNECTION
1/4"
612" x 912"x 14" THICK
STEEL PLATE,
PROVIDE 13 16" DIA.
BOLT HOLES WHERE
SHOWN. WELD TO
COLUMN WITH 1 4"
FILLET ALL AROUND
(4) 3 4" DIA.
THROUGH BOLTS,
NUTS, LOCK
WASHERS
BEAM PER PLAN
HSS STL. COL. PER
PLAN
NO SCALE
SHEARWALL CONNECTION TO ROOF
1 11
SIMPSON MSTC78
STRAP EA. SIDE,
INSTALL PER
MFR. SPECS.
1
ROOF BEAM
PER PLAN
PACK OUT WEB WITH SOLID
BLOCKING AND 12" DIA. THROUGH
BOLTS AT 32" O.C. W/ WASHERS
ON EACH FACE. GLUE 2X FILLER
MATERIAL TOGETHER AND TO
STEEL BEAM PER PLAN.
SHEAR WALL PER PLAN.
NAIL TO WALL PER
HOLDDOWN SCHEDULE
INSTALL DBL TOP PLATE TO
LOCKDECK WITH (2) 14" x 6"
SDS SCREWS @ 6" O.C. FULL
LENGTH OF WALL
SOLID BLOCKING FULL
WIDTH AND DEPTH OF
STUDS
COUNTERFORT
SCALE 1/2" = 1'-0"
(1) #5 HORIZONTAL
REBAR @ 6" (IN)
O.C. BACK FACE
(1) #4 HORIZONTAL
REBAR @ 12" (IN)
O.C. FRONT FACE
24
"
6"
(1) #4 BAR DOWELS TO
MATCH VERT. REINF.
ABOVE THUS, (ALT.
HOOK DIRECTION)
S12
60
SCALE: 1/2" = 1'-0"
RETAINING WALL
1
SIMPSON HTT5 TENSION TIE,
INSTALL WITH (26) 16d NAILS
OR SIMPSON SDS SCREWS
SIMPSON HTT5 TENSION TIE,
INSTALL WITH (26) 16d NAILS
OR SIMPSON SDS SCREWS.
5 8" DIA. A.B. CAST IN PLACE.
TREATED 2x12 BLOCKING
FULL LENGTH OF BEAM
POCKET
6" WIDE x 36" LONG x 14"
DEEP BEAM POCKET
PLAN VIEW
BEAM PER PLAN
S12
61
SCALE: 1/2" = 1'-0"
REBAR PLAN RETAINING WALL
1
(1) #5 REBAR HOOKS
(30"x30") @ 6" O.C. AS
SHOWN
EDGE NAILING OF SHEAR
PANEL TO BE IN TOP PLATE
S12
62
SCALE: 1/2" = 1'-0"
WF PACK OUT
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
BEAM PER PLAN