21-100325-Building B Structural Plans-05-05-2022-V2NOTES CONTINUE ON SHEET S0.02
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg
STRUCTURAL NOTES
S0.1
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DWG To PDF.pc3
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg
STRUCTURAL NOTES
S0.2
----
1
Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg, 5/5/2022 11:57:12 AM, lhiggins,
DWG To PDF.pc3
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg
TESTING AND
INSPECTION NOTES
S0.3
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AB ANCHOR BOLT
ADDL ADDITIONAL
ADJ ADJACENT
AFF ABOVE FINISH FLOOR
ARCH ARCHITECTURAL, ARCHITECT
ASD ALLOWABLE STRESS DESIGN
BLKG BLOCKING
BM BEAM
BNDY BOUNDARY
BOT BOTTOM
BRG BEARING
BS BOTH SIDES
BTWN BETWEEN
BU BUILT UP
CIP CAST IN PLACE
CJ CONSTRUCTION/CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECT, CONNECTION
CONT CONTINUOUS
CSK COUNTERSINK
CTR CENTER
CVR COVER
DIA DIAMETER
ELEV ELEVATION
EMB EMBEDMENT
ENGR ENGINEER
EQ EQUAL/EQUIVALENT
EQUIV EQUIVALENT
ES EACH SIDE
EW EACH WAY
(E), EX, EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
FDN FOUNDATION
FF FINISH FLOOR
FFE FINISH FLOOR ELEVATION
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOS FACE OF STUD
FS FAR SIDE
FTG FOOTING
GA GAGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GL GLUE LAMINATED
GLB GLUE LAMINATED BEAM
GWB GYPSUM WALL BOARD
HGR HANGER
HSS HOLLOW STEEL SECTION
HT HEIGHT
I.F.INSIDE FACE
INT INTERIOR
JNT JOINT
JST JOIST
K, KIPS KIPS=1000 LBS
L ANGLE
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LOC LOCATION
MB MACHINE BOLT
MECH MECHANICAL
MFR MANUFACTURER
MIW MALLEABLE IRON WASHER
NS NEAR SIDE
NTS NOT TO SCALE
NWT NORMAL WEIGHT
O/OVER
OC ON CENTER
O.F.OUTSIDE FACE
OPP OPPOSITE HAND
OSB ORIENTED STRAND BOARD
PC PRE-CAST
PDF POWER DRIVEN FASTENERS, PAF
PAF POWER ACTUATED FASTENERS, PDF
PERP PERPENDICULAR
PL PLATE
PLF POUNDS PER LINEAR FOOT
PNL PANEL
PE, PRE-ENGR PRE-ENGINEERED
PROV PROVIDE
PW PLYWOOD
REF REFERENCE
REINF REINFORCE, REINFORCEMENT
REQ'D REQUIRED
RF ROOF
SCHED SCHEDULE
SHTG SHEATHING
SIM SIMILAR
SIMP SIMPSON STRONG-TIE
SOG SLAB ON GRADE
SPCG SPACING
SQ SQUARE
STIFF STIFFENER
SW SHEARWALL
T&G TONGUE AND GROOVE
THK THICK
THRD THREADED
T.O.TOP OF
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOPL TOP OF PLATE
TOS TOP OF STEEL
TOW TOP OF WALL
TRANS, TRANSV TRANSVERSE
TRTD TREATED
TS TUBE STEEL (HSS)
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
W/WITH
W/O WITHOUT
WF WIDE FLANGE
WHS WELDED HEADED STUD
WTS WELDED THREADED STUD
WWF WELDED WIRE FABRIC
KEY TO ABBREVIATIONS
1
2
NO EXCAVATION FOR PIPE
OR DUCTS PARALLEL TO FTG
BELOW THIS LINE STEP AS
REQ'D
PIPE PARALLEL TO
WALL
PIPE SLEEVEEXCAVATION
6"MIN6"MIN6"MINNO PIPE THRUWALL AT THISLOCATIONTYPICAL DETAIL OF PIPE AT CONCRETE
FOOTING
COMPACTED STRUCTURAL
FILL OR LEAN CONCRETE AT
G.C. OPTION
1 1/2" CLR MIN 180-DEGREE
HOOK - LAP 48 x BAR
DIA HORIZ REINF
48 x BAR DIA (15"
MIN) TYP ALL
CORNER BARS
ACI MIN CLR+ 12 " MAXLAP 24 DIA W/
HORIZ REINF
2" MIN6" MAXTYPPLACE
ALTER-
NATING
CORNER
BARS
AS
SHOWN
48 x BAR DIA
(15" MIN) TYP
SPLICE UNO
NOTES:
1. VERTICAL REINFORCEMENT SHOWN IS ADDITIONAL
IF NORMAL REINFORCEMENT IS NOT IN PROPER
LOCATION.
2. CORNER BARS ARE SAME SIZE AND SPACING AS
HORIZONTAL REINFORCEMENT.
3.90-DEGREE HOOKS MAY BE SUBSTITUTED FOR
CORNER BARS. SEE NOTE #5.
4. REINFORCEMENT AT ALL WALL CORNERS, ENDS,
AND INTERSECTIONS SHALL BE FABRICATED AND
PLACED IN ACCORDANCE WITH APPROPRIATE
DETAIL SHOWN.
5.USE ACI MINIMUM 90-DEGREE HOOK FOR
EMBEDMENT LESS THAN 48 x BAR DIAMETERS
PAST FACE OF WALL.
6.WALL DETAILS SHOWN, FOOTING DETAILS SIMILAR.
PLAN VIEW - TYPICAL
REINFORCEMENT PLACING
DETAIL
EXTERIOR
PAVING PER
ARCH
1'-0"0'-8"0'-8"
PER ARCH
PER ARCH
PERARCHSUB GRADE PREPARATION PER
GEOTECH REPORT
1/8" TOOLED
RADIUS
STAIR DETAIL SHOWN -
RAMP DETAIL SIMILAR
#4 NOSING BAR
#4 AT 12" O.C. EA
WAY 112" CLR TYP11
2" CLR TYP
1'-0"
6
"
M
IN
3
"
C
LR
TYPICAL CONCRETE STAIR CONSTRUCTION
FORM AND GROUT VERT
PANEL JOINT BELOW GRADE
REINFORCING SAME SIZE
AND SPACING AS LONGIT
FOOTING REINF - LAP 2'-0"
MIN W/ LONGITUDINAL
FOOTING REINF
FIRM UNDISTURBED SOIL
MIN DIMENSION SAME AS
FTG THICKNESS
1
2
TILT UP PANEL
2'-3" MAX4'-0" MIN
TYPICAL LONG FTG REINF
3 4" MIN
2" MAX
FOOTING THICKNESS PER
PLAN AND DETAILS
TYPICAL STEPPED FOOTING
AT TILT-UP WALLS
TYPICAL CONTROL JOINT TYPICAL CONSTRUCTION JOINT
1/8" SAWCUT x 1/5 SLAB THICKNESS - 1 1/4"
MIN - SAWCUT MUST BE MADE WITHIN 4
TO 12 HOURS AFTER CONCRETE
HARDENS - BLADES SHALL NOT BE BLUNT
AS TO CAUSE CHIPPING OF CONC -
PROVIDE JOINT SEALANT PER
SPECIFICATIONS - INSTALL PER MFR
RECOMMENDATIONS
AT AREAS W/ REINF
STOP REINF AT SLAB
JOINT
TOOLED JOINT R=1/8 "
MIN 7/8" DIA x 14" AT 12" OC DOWEL
BASKETS OR PNA SQUARE DOWEL
BASKET SYSTEM; TYPICAL AT CONTROL
JOINTS
7/8" DIA x 1'-2" GREASED SMOOTH
DOWEL AT 12" O.C. AT CL SLAB OR
DIAMOND PL 3/8" x 4.5" AT 22" OC
TYP AREAS OF SLAB
ARE UNREINFORCED.
SEE PLAN FOR AREAS
W/ REINFORCEMENT
SECTION
1" = 1'-0"
1 SECTION
1" = 1'-0"
2
SECTION
1" = 1'-0"
3 SECTION
1" = 1'-0"
4
SECTION
1" = 1'-0"
5
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-00.dwg
TYPICAL DETAILS
S0.4
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DWG To PDF.pc3
50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"27'-6"39'-9"50'-0"50'-0"50'-0"39'-9"679'-6" OVERALL1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
2.5
13.5
25'-3"22'-0"25'-3"1
2
3
45
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28 29
30
31
32
3334353637383940414243444547484950
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
100999897969594939291908988878685
46
F4.0
F4.0
F5.5
F5.5
F4.0 F4.0 F4.0F4.0F4.0F4.0F4.0
F4.0
101 -3'-0"
-4'-9"
-4'-9"
-4'-9"
-4'-9"
-3'-0"-3'-0"-1'-6"
-3'-0"
-3'-0"
-3'-0"HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 8x8x1/4F5.5HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4F5.5
F5.5
F5.5
F5.5 F5.5 F5.5
CL COL
& WALL
LINE
S1.1
S1.2S1.2
S1.1
S1.2
S1.3S1.3
S1.2
-3'-0"2'-0"3'-0"3'-0"
2'-0"
TYP
2'-10"
-3'-0"
-4'-9"
STEP FTG
-3'-0"
-4'-9"
STEP FTG
HSS 10x10x1/25'-3"6'-9"
-3'-0"
-3'-0"
-3'-0"
-3'-0"
F5.5 4'-0"4'-0"
1
S3.1
TYP1
S3.2
1'-0"1'-0"2'-10"1'-0"
1'-0"2'-0" TYP2'-0" TYP1'-0"1'-0"2'-10"1'-0"1'-0"1
S3.1
TYP
2
S3.1
TYP
OPENINGS
3
S3.1
AT COL
3
S3.1
AT COL
3'-0" AT
OFFICE
6'-0"POURSTRIP9'-10"
POUR
STRIP9'-0"POURSTRIP9'-0"
POUR
STRIP
6'-0"
POUR
STRIP1'-0"1'-0"2'-0"
TYP
2'-10"1'-0"1'-0"2'-10"1'-0"1'-0"2'-0"
TYP
2
S3.1
TYP
OPENINGS
1
S3.1
TYP
6'-0"
POUR
STRIP
6'-0"
POUR
STRIP
2
S3.1TYP
OPENINGS
1
S3.1
TYP
1
S3.1
TYP
2
S3.1TYP
OPENINGS
1
S3.1TYP
2
S3.1TYP
OPENINGS
1
S3.1
TYP
2
S3.1 TYP
OPENINGS
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
5
S3.1
5
S3.1
2
S3.1 TYP
OPENINGS
1
S3.1
TYP
2
S3.1 TYP
OPENINGS
1
S3.1
TYP
2
S3.1 TYP
OPENINGS
1
S3.1
TYP
1
S3.1
TYP
2
S0.4
3
S3.2
AT COL
PRE ENG STAIRS
PER ARCH
PRE ENG STAIRS
PER ARCH
PRE ENG STAIRS
PER ARCH
CONSTRUCTION/CONTROL
JOINTS TYP
2
S0.4
CONSTRUCTION/CONTROL
JOINTS TYP
2
S0.4
CONSTRUCTION/CONTROL
JOINTS TYP
6" UNREINFORCED CONC SLAB ON GRADE,
SEE GEOTECH FOR CAPLILARY BREAK AND
COMPACTION REQIREMENTS
6" UNREINFORCED CONC SLAB ON GRADE,
SEE GEOTECH FOR CAPLILARY BREAK AND
COMPACTION REQIREMENTS
6" UNREINFORCED CONC SLAB ON GRADE,
SEE GEOTECH FOR CAPLILARY BREAK AND
COMPACTION REQIREMENTS
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
ADD VAPOR BARRIER PER
ARCH AT FUTURE OFICE
AREA
ADD VAPOR BARRIER PER
ARCH AT FUTURE OFICE
AREA
3
S1.0
2
S1.0
3'-0"
3'-
0
"
6'-
0
"
P
O
U
R
ST
R
I
P 6'-0"POURSTRIP2'-0"TYP1'-0"1'-0"2'-10"3'-0"2'-0"TYP1'-0"1'-0"2'-10"1'-0"1'-0"2'-10"1'-0"
1'-0"1'-0"1'-0"2'-0"
TYP
2'-0"
TYP
2'-0"
TYP
2'-0"
TYP 9'-0"POURSTRIP9'-0"
POUR
STRIP
9'-0"
POUR
STRIP
9'-0"
POUR
STRIP
6
S3.1
TYP
6
S3.1
TYP
6
S3.1
TYP
6
S3.1
TYP
6
S3.1
TYP
6
S3.1
TYP
SEWER LINE, SEE
PLUMBING
SEWER LINE, SEE
PLUMBING
SEWER LINE, SEE
PLUMBING
1
1
360'-0" OVERALL
59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0"
1'-0"3 5/8"
ABCDEFGHG.1 B.1
CL COL
FACE OF
PANEL
12'-6"2'-0"9'-9"13'-0"13'-0"1'-
3
"HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4
HSS 12x8x1/4
HSS 12x8x1/4
-3'-0"
-3'-0"
-3'-0"
-1'-6"
-1'-6"
6
S3.2
SIM
6
S3.2
SIM
6
S3.2
SIM
6
S3.2
SIM 2
2.5
6
S3.2
SIM 2
10'-0"5'-0"5'-0"10'-0"10'-0"1'-3"22'-3"5'-3"
-1'-6"-1'-6"-1'-6"-1'-6"-3'-0"
-1'-6"HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4HSS 12x8x1/4F5.5
2'-0"F4.0
F4.0 F4.0 F4.0
F4.0 F4.0
2
S3.2
6
S3.2
6
S3.2
6
S3.2
2
S3.2
5
S3.2
OPP
2
S3.2
H
15
1
S5.7
SIM OPP
2
S5.7
1
S5.7
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg
OVERALL FOUNDATION
PLAN
S1.0
----
FOUNDATION NOTES:
1.SEE SHEET S0.1 FOR GENERAL NOTES. SEE SHEET S0.4 FOR TYPICAL DETAILS. SEE
SHEET S0.3 FOR TESTING AND INSPECTION NOTES.
2.SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT REQUIREMENTS. THIS
INCLUDES ALL EXCAVATION, FILL AND FILL PLACEMENT REQUIREMENTS.
3.SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR DRAINS, SLOPES, AND OTHER FLOOR
DEPRESSIONS NOT SHOWN.
4.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND WALLS NOT
SHOWN.
5.VERIFY ALL WINDOW AND DOOR WIDTH AND HEIGHTS WITH ARCHITECTURAL
DRAWINGS.
6.COLUMNS NOT SPECIFICALLY LOCATED BY DIMENSIONS SHALL BE LOCATED ADJACENT
TO OPENINGS AS DIMENSIONED BY THE ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR
DETAILS AT ALL WINDOW AND DOOR JAMBS.
7.SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE, SPACING, AND CALLOUTS AT
NON-STRUCTURAL WALLS.
8.FOR TYPICAL CONNECTION OF NON-LOAD BEARING WALLS TO SLAB, USE POWER
ACTUATED FASTENERS AT 16" O.C.
9.ELEVATIONS OF PANELS ARE SHOWN STARTING ON SHEET S5.1.
10.UNLESS NOTED OTHERWISE, TILT-UP PANEL ELEVATIONS SHOW PANELS VIEWED FROM
INSIDE OF BUILDING LOOKING TOWARDS BUILDING EXTERIOR.
11.TOP OF FOOTING ELEVATIONS SHOWN IN REFERENCE TO SLAB ELEVATION AT THAT
LOCATION. FOOTINGS MAY BE LOWERED, BUT DO NOT RAISE AS IT AFFECTS PANEL
DESIGN. -X'-X"
12.BUILDING POUR STRIP'S SUGGESTED DIMENSIONS SHOWN, CONTRACTOR MAY ALTER
DEPENDING ON SOIL CONDITIONS FOR SLOPE TO FOOTING.
FOOTING SCHEDULE
MARK SIZE REINFORCING REMARKS
F4.0 4'-0" x 4'-0" x 1'-0"(5) #5 EACH WAY AT BOTTOM OF FOOTING
F5.0 5'-0" x 5'-0" x 1'-1"(6) #5 EACH WAY AT BOTTOM OF FOOTING
F5.5 5'-6" x 5'-6" x 1'-2"(7) #5 EACH WAY AT BOTTOM OF FOOTING
F6.0 6'-0" x 6'-0" x 1'-4"(8) #5 EACH WAY AT BOTTOM OF FOOTING
FOOTINGS SCHEDULE NOTES:
1.TOP OF FOOTING ELEVATION = -1'-0" UNLESS NOTED OTHERWISE ON PLAN.
2.FOOTING DESIGN BASED ON 3000 PSF ALLOWABLE SOIL BEARING PRESSURE.
3.EQUALLY SPACE REINFORCING IN EACH DIRECTION.
4.PROVIDE 3" CLEAR TO REINFORCING AT BOTTOM OF FOOTING.
F8.0 8'-0" x 8'-0" x 1'-9"(9) #6 EACH WAY AT BOTTOM OF FOOTING
OVERALL FOUNDATION PLAN (FOR REFERENCE ONLY)
NTS
1
NORTH ENTRY FOUNDATION PLAN
1/8" = 1'-0"
2
SOUTH ENTRY FOUNDATION PLAN
1/8" = 1'-0"
3
NOTE: SEE FOUNDATION NOTES ABOVE.
BUILDING FLOOR SLAB SLOPES PER CIVIL.
ALL ELEVATIONS ARE GIVEN FROM PLANE
OF FINISH FLOOR
Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg, 5/5/2022 11:57:17 AM, lhiggins,
DWG To PDF.pc3
1
2
3
45
6
7
8
9
10
11
12
13
72
73
74
75
76
77
78
79
80
81
82
83
84
100999897969594939291908988878685
F4.0F4.0F4.0F4.0
F4.0
101 -3'-0"
-4'-9"
-4'-9"
-3'-0"
-3'-0"HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 8x8x1/4HSS 8x8x1/4H
S
S
8
x
8
x
1
/
4
F5.5
F5.5
F5.5
S1.1
S1.2S1.2
S1.1
-3'-0"
-4'-9"
STEP FTG
-3'-0"
-3'-0"
2'-0"
TYP
6'-0"
POUR
STRIP
2
S3.1TYP
OPENINGS
1
S3.1
TYP
2
S3.1TYP
OPENINGS
1
S3.1TYP
2
S3.1TYP
OPENINGS
1
S3.1
TYP
2
S3.1 TYP
OPENINGS
1
S3.1
TYP
1
S3.1
TYP
1
S3.1
TYP
5
S3.1
PRE ENG STAIRS
PER ARCH
2
S0.4
CONSTRUCTION/CONTROL
JOINTS TYP
6" UNREINFORCED CONC SLAB ON GRADE,
SEE GEOTECH FOR CAPLILARY BREAK AND
COMPACTION REQIREMENTS
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
ADD VAPOR BARRIER PER
ARCH AT FUTURE OFICE
AREA
2
S1.0
3'-0"
3'-
0
"
6'-
0
"
P
O
U
R
S
T
R
I
P 6'-0"POURSTRIP2'-0"TYP1'-0"1'-0"2'-10"3'-0"2'-0"TYP1'-0"1'-0"2'-10"1'-0"1'-0"2'-10"1'-0"
1'-0"1'-0"1'-0"2'-0"
TYP
2'-0"
TYP 9'-0"POURSTRIP9'-0"
POUR
STRIP
9'-0"
POUR
STRIP
6
S3.1
TYP
6
S3.1
TYP
SEWER LINE, SEE
PLUMBING
1
360'-0" OVERALL
59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0"
1'-0"3 5/8"
ABCDEFGHG.1 B.1
CL COL
FACE OF
PANEL
50'-0"50'-0"50'-0"50'-0"39'-9"1
2
3
4
5
6
2.5
22'-0"25'-3"Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg
PARTIAL FOUNDATION
PLAN-N
S1.1
----
PARTIAL FOUNDATION PLAN - NORTH
1/16" = 1'-0"
1
NOTE: SEE FOUNDATION NOTES ON S1.0.
BUILDING FLOOR SLAB SLOPES PER CIVIL.
ALL ELEVATIONS ARE GIVEN FROM PLANE
OF FINISH FLOOR
Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg, 5/5/2022 11:57:21 AM, lhiggins,
DWG To PDF.pc3
360'-0" OVERALL
59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0"
1'-0"3 5/8"
ABCDEFGHG.1 B.1
CL COL
FACE OF
PANEL
50'-0"50'-0"50'-0"50'-0"50'-0"679'-6" OVERALL7
8
9
10
13
14
15
16
17
18
19
20
2162
63
64
65
66
67
68
69
70
71
72
HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5S1.1
S1.2S1.2
S1.1
S1.2
S1.3S1.3
S1.2
-3'-0"
-3'-0"
-3'-0"
2'-0"
TYP
2'-10"1'-0"1'-0"2'-10"1'-0"1'-0"6'-0"
POUR
STRIP
1
S3.1
TYP
2
S3.1 TYP
OPENINGS
1
S3.1
TYP
PRE ENG STAIRS
PER ARCH
2
S0.4
CONSTRUCTION/CONTROL
JOINTS TYP
6" UNREINFORCED CONC SLAB ON GRADE,
SEE GEOTECH FOR CAPLILARY BREAK AND
COMPACTION REQIREMENTS
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
2'-0"
TYP
9'-0"
POUR
STRIP
6
S3.1
TYP
6
S3.1
TYP
SEWER LINE, SEE
PLUMBING
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg
PARTIAL FOUNDATION
PLAN - M
S1.2
----
PARTIAL FOUNDATION PLAN - MIDDLE
1/16" = 1'-0"
1
NOTE: SEE FOUNDATION NOTES ON S1.0.
BUILDING FLOOR SLAB SLOPES PER CIVIL.
ALL ELEVATIONS ARE GIVEN FROM PLANE
OF FINISH FLOOR
Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg, 5/5/2022 11:57:23 AM, lhiggins,
DWG To PDF.pc3
360'-0" OVERALL
59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0"
1'-0"3 5/8"
ABCDEFGHG.1 B.1
CL COL
FACE OF
PANEL
50'-0"50'-0"50'-0"27'-6"39'-9"11
12
13
14
15
13.5
25'-3"21
22
23
24
25
26
27
28 29
30
31
32
3334353637383940414243444547484950
51
52
53
54
55
56
57
58
59
60
61
62
46
F4.0
F4.0
F5.5
F5.5
F4.0 F4.0 F4.0
-4'-9"
-4'-9"
-3'-0"-3'-0"-1'-6"
-3'-0"HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 10x10x5/16F5.5HSS 8x8x1/4F5.5
HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4HSS 8x8x1/4F5.5 F5.5 F5.5
CL COL
& WALL
LINE
S1.2
S1.3S1.3
S1.2
-3'-0"2'-0"3'-0"3'-0"
2'-0"
TYP
2'-10"
-3'-0"
-4'-9"
STEP FTG
HSS 10x10x1/25'-3"6'-9"
-3'-0"
F5.5 4'-0"4'-0"
1
S3.1
TYP1
S3.2
1'-0"1'-0"2'-10"1'-0"
1'-0"2'-0" TYP2'-0" TYP1'-0"1'-0"2'-10"1'-0"1'-0"1
S3.1
TYP
2
S3.1
TYP
OPENINGS
3
S3.1
AT COL
3
S3.1
AT COL
3'-0" AT
OFFICE
6'-0"POURSTRIP9'-10"
POUR
STRIP9'-0"POURSTRIP9'-0"
POUR
STRIP
6'-0"
POUR
STRIP1'-0"1'-0"2
S3.1
TYP
OPENINGS
1
S3.1
TYP
5
S3.1
2
S3.1 TYP
OPENINGS
1
S3.1
TYP
2
S3.1 TYP
OPENINGS
1
S3.1
TYP
1
S3.1
TYP
2
S0.4
3
S3.2
AT COL
PRE ENG STAIRS
PER ARCH
CONSTRUCTION/CONTROL
JOINTS TYP
6" UNREINFORCED CONC SLAB ON GRADE,
SEE GEOTECH FOR CAPLILARY BREAK AND
COMPACTION REQIREMENTS
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
REINF PERIMTER BAY OF
BUILDING'S SLAB ON GRADE
WITH #4 AT 18"OC
ADD VAPOR BARRIER PER
ARCH AT FUTURE OFICE
AREA
3
S1.0
2'-0"
TYP
6
S3.1
TYP
6
S3.1
TYP
6
S3.1
TYP
SEWER LINE, SEE
PLUMBING
1
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg
PARTIAL FOUNDATION
PLAN - S
S1.3
----
PARTIAL FOUNDATION PLAN - SOUTH
1/16" = 1'-0"
1
NOTE: SEE FOUNDATION NOTES ON S1.0.
BUILDING FLOOR SLAB SLOPES PER CIVIL.
ALL ELEVATIONS ARE GIVEN FROM PLANE
OF FINISH FLOOR
Q:\2020\2200672\20_STR\CAD\2200672S-10.dwg, 5/5/2022 11:57:25 AM, lhiggins,
DWG To PDF.pc3
50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"27'-6"39'-9"50'-0"50'-0"50'-0"39'-9"679'-6" OVERALL1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
2.5
13.5
25'-3"22'-0"25'-3"1
2
3
45
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28 29
30
31
32
3334353637383940414243444547484950
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
100999897969594939291908988878685
46
101
40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 60 G 6N 9.8K/6.3K 48 G 4N 11.6K/7.5K 40-24 G 4N 6.8K/4.4K40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 60 G 6N 9.8K/6.3K
48 G 4N 11.6K/7.5K 24-40 G 4N 11.6K/7.5K29-43 LH 370/250 JST A
T
1
0
'
-
0
"
O
C
U
N
O
36LH 370/250 JSTAT 10'-0" OC UNO32 G 2N 20.9K/13.8K 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 52-40G 5N 19.0K/12.5K 52-40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K43-29 LH 370/250 JSTAT 10'-0" OC UNO 60G 5N 20.9K/13.8K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K43-29 LH 370/250 JSTAT 10'-0" OC UNO36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K43-29 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 50G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K 40-52G 5N 19.0K/12.5K 40-52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K36LH 370/250 JSTAT 10'-0" OC UNO29-43 LH 370/250
JST AT 10'-0" UNO
42 42 42 42 42
17
1796969617171717171717171717171717171742 42 42 42 42
17 1796171717969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969696969635'-2"
32'-1"
29'-9"
29'-9"
29'-9"
29'-9"
29'-9"
29'-9"
29'-9"
29'-9"
29'-9"
29'-9"
29'-9"
29'-9"
30'-3"
30'-3"
30'-3"
30'-3"
30'-3"
30'-3"
30'-3"
30'-3"
30'-3"
30'-3"
30'-3"
32'-1"
35'-2"35'-2"
31'-10 1/4"
34'-8"34'-8"34'-8"34'-8"35'-2"35'-2"35'-2"34'-8"35'-2"35'-2"
35'-2"34'-8"34'-8"34'-8"34'-8"35'-2"
36'-6"
34'-8"
34'-8"
34'-8"
34'-8"
34'-8"
34'-8"
34'-8"
34'-8"
34'-8"
34'-8"
34'-8"
35'-2"
35'-2"
35'-2"
35'-2"
35'-2"
35'-2"
35'-2"
35'-2"
35'-2"
35'-2"
31'-10 1/4"36'-0 1/2"36'-0 1/2"36'-0 1/2"36'-0 1/2"
37'-1"37'-1"37'-1"34'-9"
38'-1 1/2"36'-10 1/2"36'-10 1/2"
37'-11"
35'-10"
35'-10"
35'-10"
35'-10"
35'-10"
35'-10"
35'-10"
35'-10"
35'-10"
35'-10"
35'-10"
35'-10"
35'-10"35'-10"35'-10"35'-10"35'-10"
34'-9"
34'-9"
34'-9"
34'-9"
34'-9"
34'-9"
34'-9"
34'-9"
34'-9"
34'-9"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"36'-10 1/2"36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
37'-11"
37'-11"
37'-11"
37'-11"
37'-11"
37'-11"
37'-11"
S1.1
S1.2S1.2
S1.1
S1.2
S1.3S1.3
S1.2 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K96
1717171717 17
96
17
96
17
96
17
96
1717 17
3
S2.4
CANOPY
30 LH 370/250 JST AT10'-0" OC UNO1
S2.4
TYP
SHADES
1
S2.4
TYP
SHADES
2
S2.4
CANOPY
W27X84 C=0
7
S4.2
6
S4.26
S4.2OPP
2
S4.5
5
S4.2
AT COL
5
S4.11
S4.5
TYP
1
S4.5
TYP
2
S4.5
2
S4.5
2
S4.2
96
2
S4.2
96
2
S4.2
96
2
S4.2
96
2
S4.2
5
S4.1
5
S4.1
(4) BAYS
1
S4.5
TYP
2
S4.2
42
4
S4.1
4x BLKG ALL
GIRDERS
GRID 14 PER4
S4.1
4x BLKG ALL
GIRDERS
GRID 14 PER
4
S4.1
4x BLKG ALL
GIRDERS
GRID 2 PER 4
S4.1
4x BLKG ALL
GIRDERS
GRID 2 PER
4
S4.1
4x BLKG ALL
GIRDERS
GRID B.1 PER
4
S4.1
4x BLKG ALL
GIRDERS
GRID B.1 PER
4
S4.1
4x BLKG
THESE TWO
GIRDERS PER
2
S4.2
2
S4.2
2
S4.2
2
S4.2
2
S4.2
42
2
S4.2
42
1
S4.1
2
S4.1
TYP
2
S4.1
TYP
2
S4.1
TYP
2
S4.1
TYP
2
S4.1
TYP
1
S4.1
1
S4.1
1
S4.1
1
S4.1
1
S4.1
1
S4.1
TYP
1
S4.1
TYP
1
S4.1
TYP
5
S4.1
(4) BAYS
5
S4.1
1
S4.5
TYP
2
S4.5
5
S4.2
AT COL
1
S4.5
TYP5
S4.2
AT COL
1
S4.5
TYP
1
S4.5
TYP2
S4.5
2
S4.5
4'-6"7'-0"4'-6"2'-9"2'-9"5'-0"
5'-
3
"
2'-
9
"3'-0"3'-0"1'-0"9'-2"1'-0"
3
S4.1
TYP GIRDER
COL
3
S4.1
TYP GIRDER
COL
3
S4.1
TYP GIRDER
COL
3
S4.1
TYP GIRDER
COL
3
S4.1
TYP GIRDER
COL
3
S4.1
TYP GIRDER
COL
1
S4.2
TYP
1
S4.2
TYP
1
S4.2
1
S4.2
1
S4.2
TYP
1
S4.2
TYP
1
S4.2
1
S4.2
4
S4.1
4
S4.1
ADD 36 LH 185/125 JST AT CL WALL 42
0
3
S4.5
TL=5.6K
SL=3.8K
ADD 36 LH 185/125 JST AT CL WALL
420
3
S4.5
OPP
TL=5.6K
SL=3.8K
4
S4.1
TYP JST
TO GIRDER
4
S4.1
TYP JST
TO GIRDER
4
S4.1
TYP JST
TO GIRDER
4
S4.1
TYP JST
TO GIRDER
4
S4.1
TYP JST
TO GIRDER
4
S4.1
TYP JST
TO GIRDER
5'-0"1
S4.4
OPP
5'-0"5'-0"5'-0"5'-0"5'-0"2'-0"2'-9"3'-0"
MECHANICAL UNIT
LOADING IN OFFICE
AREA PER NOTE 12
MECHANICAL UNIT
LOADING IN OFFICE
AREA PER NOTE 12
1
1
1
1
1
1
1
RFI
RFI
RFI
RFI
RFI
RFI
RFI
32 G 2N 20.9K/13.8K1
RFI
360'-0" OVERALL
59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0"
1'-0"3 5/8"
ABCDEFGHG.1 B.1
CL COL
FACE OF
PANEL
STEEL JOIST/JOIST GIRDER AXIAL SEISMIC
LOAD SCHEDULE
MARK AXIAL SEISMIC LOAD (LRFD)NAILER ATTACHMENT LOAD (ASD)REMARKS
E = 17 KIPS 350 PLF SHEAR/100 PLF UPLIFT
E = 42 KIPS 760 PLF SHEAR/100 PLF UPLIFT
E = 96 KIPS 1730 PLF SHEAR/100PLF UPLIFT
STEEL JOIST/JOIST GIRDER AXIAL SEISMIC LOAD NOTES:
1.E = ULTIMATE SEISMIC LOAD CALCULATED IN ACCORDANCE WITH ASCE 7-10 SECTION 12.11. Em = ULTIMATE SEISMIC LOAD CALCULATED IN
ACCORDANCE WITH ASCE 7-10 SECTION 12.4.3.1.
2.STEEL JOIST MANUFACTURER SHALL DESIGN TOP CHORD OF STEEL JOIST/JOIST GIRDER FOR AXIAL SEISMIC FORCE NOTED IN THE SCHEDULE.
3.AT JOISTS STEEL JOIST MANUFACTURER SHALL ATTACH WOOD NAILER TO JOIST TOP CHORD WITH CONNECTION DESIGNED TO ACCOMMODATE
ALLOWABLE STRESS DESIGN (ASD) LEVEL FORCES NOTED IN THE SCHEDULE. SHEAR FORCES ARE NOT CONCURRENT WITH UPLIFT FORCES.
4.REFER TO THE ROOF FRAMING PLAN AND DETAILS THAT SHOW WHETHER THE AXIAL LOAD IS TRANSFERRED THROUGH THE JOIST BEARING SEAT,
SPLICE PLATES, OR THROUGH THE WOOD NAILER.
17
42
96
E ULTIMATE (LRFD) LOAD
CALCULATED PER
ASCE 7-10 12.11
Em ULTIMATE LOAD
CALCULATED PER
ASCE 7-10 12.4.3.1
RFI
1
DIAPHRAGM SCHEDULE
MARK SHEATHING
NAILING STIFFENERS BETWEEN
STEEL JOISTS
3/4" DIA ANCHOR
BOLT SPACINGDIAPHRAGM BOUNDARIES ALL JOISTS AND PANEL EDGES FIELD
19/32" APA RATED
STRUCTURAL 1
SHEATHING
10d AT 4" OC
10d AT 12" OC
2x6 DF NO.2 AT 24" OC 48" OC
15/32" APA RATED
STRUCTURAL 1
SHEATHING
10d AT 2 1/2" OC
10d AT 12" OC
36" OC
15/32" APA RATED
STRUCTURAL 1
SHEATHING
(2) ROWS 10d AT 2 1/2" OC
10d AT 12" OC
2x6 DF NO.2 AT 24" OC
3x6 DF NO.2 AT PANEL EDGES 24" OC
15/32" APA RATED
STRUCTURAL 1
SHEATHING
(2) ROWS 10d AT 2 1/2" OC
10d AT 12" OC
2x6 DF NO.2 AT 24" OC
4x6 DF NO.2 AT PANEL EDGES 24" OCA
B
C
D
DIAPHRAGM NOTES:
1.ALL NAILS SHALL BE COMMON, MINIMUM 0.148" DIAMETER AND SHALL PENETRATE INTO
FRAMING MEMBERS MINIMUM 1 1/2". NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE
EDGES OF PANELS
2.ALL SHEATHING PANELS SHALL BE NOT LESS THAN 4'-0" x 10'-0" UNLESS OTHERWISE
APPROVED BY THE ENGINEER. AT BOUNDARIES AND CHANGES IN FRAMING DIRECTION,
PANELS MAY BE ANY SIZE PROVIDED ALL EDGES OF THE UNDERSIZED PANELS ARE
SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING WITH 3x NOMINAL
WIDTH.
3.WHERE TWO ROWS OF NAILING IS SPECIFIED, THE NAILS SHALL BE EQUALLY SPACED,
AND THE ROWS OF NAILS SHALL BE STAGGERED. SPACING BETWEEN ROWS OF NAILS
SHALL BE 1/2" WHERE SUPPORTED BY 3x NOMINAL FRAMING. SPACING BETWEEN ROWS
OF NAILS SHALL BE 3/4" WHERE SUPPORTED BY 4x NOMINAL FRAMING.
4.CONTRACTOR OPTION TO USE HYTEK 2"x0.135" DIA SCREW SHANK NAIL ESR-2648 IN
PLACE OF 10d COMMON NAILS ABOVE.
10d AT 4" OC
10d AT 2 1/2" OC
(2) ROWS 10d AT 2 1/2" OC
(2) ROWS 10d AT 2 1/2" OC
2x6 DF NO.2 AT 24" OC
3x6 DF NO.2 AT PANEL EDGES
ABCDEFGH
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
2.5
13.57'-3"12'-9"17'-3"22'-9"A
B
C
D
C
B
B
B
12"38" MIN12"212"ADJOINING
PANEL EDGE
FASTENER SPACING
3" NOMINAL - TWO LINES OF
FASTENERS
ADJOINING
PANEL EDGE
FASTENER SPACING
4" NOMINAL - THREE LINES
OF FASTENERS
ADJOINING
PANEL EDGE
FASTENER SPACING
4" NOMINAL - TWO LINES OF
FASTENERS
NOTES:
1.ADJOINING PANEL EDGE JOINTS
SHALL BE 1/8".
2.MIN SPACING BETWEEN LINES OF
FASTENERS SHALL BE 3/8".38" MIN12"312"38" MIN12"34"12" MIN34"312"BOUNDARY FASTENING
(TWO LINES OF FASTENERS
SHOWN)(5) EQUAL SPACESAT (2) ROWS(7) EQUAL SPACESAT (3) ROWS2 12 " - 312"NAILING REQUIREMENTS AT
HIGH LOAD DIAPHRAGMS
FASTENER SPACING
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg
OVERALL ROOF
FRAMING PLAN
S2.0
----
1.VERIFY SIZE AND LOCATION OF ALL MECHANICAL PENETRATIONS WITH ARCHITECTURAL AND MECHANICAL
DRAWINGS.
2.JOIST DESIGNATION IS SHOWN AS TOTAL LOAD IN POUNDS PER FOOT OVER THE SNOW LOAD IN POUNDS PER
FOOT.
3.GIRDER DESIGNATION IS TOTAL LOAD IN KIPS OVER SNOW LOAD IN KIPS. AT EA PANEL POINT
4.AT EACH COLUMN SUPPORTING JOIST GIRDERS. JOIST MFG SHALL MATCH THE BEARING DEPTH OF ALL JOIST
GIRDERS FRAMING INTO COLUMN.
5.JOIST AND JOIST GIRDER HAVE NON-STANDARD BEARING HEIGHTS, STEEL DETAILER TO COORDINATE HEIGHT OF
BEARING SEAT WITH JOIST MANUFACTURER.
6.ROOF JOIST SUPPLIER TO PROVIDE BRIDGING FOR JOIST PER STEEL JOIST INSTITUTE AND MANUFACTURERS
RECOMMENDATIONS. IN ADDITION TO LOADS SHOWN ROOF JOISTS, GIRDERS AND BRIDGING SHALL ALSO BE
DESIGNED FOR A NET UPLIFT OF 10.0 PSF.
7.JOIST MANUFACTURER TO DESIGN BAR JOIST AND JOIST GIRDERS FOR LOADS DUE TO SPRINKLER SYSTEM, PIPING
LARGER THAN 4" DIAMETER. CONTRACTOR TO COORDINATE AND PROVIDE JOIST MANUFACTURER WITH
MAGNITUDE AND LOCATION OF LOADS.
8.JOIST MANUFACTURER TO LOCATE, SIZE AND PROVIDE ERECTION BOLTS AS REQUIRED. STEEL DETAILER SHALL
COORDINATE LOCATION OF BOLT HOLES IN ALL CAP PL, EMBEDS, ETC....
9.FOR TILT-UP WALL PANEL THICKNESSES SEE PNL ELEV'S STARTING ON S5.01.
10.X'-X" INDICATES TOP OF SHEATHING ELEVATION AT THE LOCATION INDICATED MEASURED FROM FINISH FLOOR
ELEVATION
11.AXIAL LOADS TO JOISTS AND GIRDER TOP CHORDS ARE DESIGNATED AS , FOR SCHEDULE SEE
12.JOIST MFG TO DESIGN JOISTS IN OFFICE AREAS INDICATED. DESIGN JOISTS FOR 1000 LB POINT LOAD AT ANY TOP
OR BOTTOM CHORD PANEL POINT AND GIRDERS FOR (2) 1500# POINT LOADS AT ANY JOIST BEARING LOCATION ON
GIRDER.
13.JOIST MFG MAY SUBSTITUTE 'LH' JOIST FOR 'K' JOISTS
14.JOISTS AND GIRDERS WITH VARYING DEPTH (IE: 28-36LH) ARE ALL WITH THE LOWER DEPTH ON THE DOWN HILL
SIDE OF THE ROOF SLOPE. PARALLEL CHORD MEMBER MAY BE SUBSTITUTED USING THE SHALLOWER DEPTH SO
AS NOT TO REDUCE CLEAR HEIGHT OF BUILDING.
15.XX PANEL NUMBERS, SEE PANEL ELEVATIONS STARTING ON S5.01
ROOF FRAMING NOTES:
2
-
OVERALL ROOF FRAMING PLAN
NTS
1
STEEL JOIST/AXIAL SEISMIC LOAD SCEHDULE
NTS
2
DIAPHRAGM SCHEDULE
NTS
3
NOTE: SEE ROOF FRAMING NOTES ABOVE.
BUILDING FLOOR SLAB SLOPES PER CIVIL.
ALL ELEVATIONS ARE GIVEN FROM PLANE
OF FINISH FLOOR
Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg, 5/5/2022 11:57:36 AM, lhiggins,
DWG To PDF.pc3
1
2
3
45
6
7
8
9
10
11
12
13
72
73
74
75
76
77
78
79
80
81
82
83
84
100999897969594939291908988878685 101
40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 60 G 6N 9.8K/6.3K 48 G 4N 11.6K/7.5K 40-24 G 4N 6.8K/4.4K29-43 LH 370/250 JST
A
T
1
0
'
-
0
"
O
C
U
N
O
36LH 370/250 JSTAT 10'-0" OC UNO32 G 2N 20.9K/13.8K 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 52-40G 5N 19.0K/12.5K 52-40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K43-29 LH 370/250 JSTAT 10'-0" OC UNO 60G 5N 20.9K/13.8K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K42 42 42 42 42
17
17969696171717171717969696969696969696969696969696969696969635'-2"
32'-1"
29'-9"
29'-9"
29'-9"
29'-9"
29'-9"
30'-3"
30'-3"
30'-3"
30'-3"
35'-2"34'-8"34'-8"34'-8"34'-8"35'-2"
36'-6"
34'-8"
34'-8"
34'-8"
34'-8"
35'-2"
35'-2"
35'-2"
31'-10 1/4"36'-0 1/2"36'-0 1/2"36'-0 1/2"36'-0 1/2"
37'-1"37'-1"37'-1"34'-9"
38'-1 1/2"36'-10 1/2"36'-10 1/2"
37'-11"
35'-10"
35'-10"
35'-10"
35'-10"
35'-10"
34'-9"
34'-9"
34'-9"
36'-10 1/2"
36'-10 1/2"36'-10 1/2"
36'-10 1/2"
37'-11"
S1.1
S1.2S1.2
S1.1
60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K96
17
96
17
96
17
96
1717 17
1
S2.4
TYP
SHADES
2
S2.4
CANOPY
4
S4.1
4x BLKG ALL
GIRDERS
GRID 2 PER
4
S4.1
4x BLKG ALL
GIRDERS
GRID 2 PER
4
S4.1
4x BLKG ALL
GIRDERS
GRID B.1 PER
4
S4.1
4x BLKG
THESE TWO
GIRDERS PER
2
S4.2
2
S4.2
2
S4.2
2
S4.2
2
S4.2
42
2
S4.2
42
2
S4.1
2
S4.1
TYP
1
S4.1
1
S4.1
1
S4.1
TYP
1
S4.1
TYP
5
S4.1
(4) BAYS
5
S4.1
1
S4.5
TYP
2
S4.5
5
S4.2
AT COL
1
S4.5
TYP5
S4.2
AT COL
1
S4.5
TYP
1
S4.5
TYP2
S4.5
2
S4.5
4'-6"7'-0"4'-6"2'-9"2'-9"5'-0"
5'-
3
"
2'-
9
"3'-0"3'-0"1'-0"9'-2"1'-0"
3
S4.1
TYP GIRDER
COL
3
S4.1
TYP GIRDER
COL
1
S4.2
1
S4.2
TYP
1
S4.2
TYP
1
S4.2
4
S4.1
ADD 36 LH 185/125 JST AT CL WALL 42
0
3
S4.5
TL=5.6K
SL=3.8K
4
S4.1
TYP JST
TO GIRDER
4
S4.1
TYP JST
TO GIRDER
MECHANICAL UNIT
LOADING IN OFFICE
AREA PER NOTE 12
1
1
1
1
RFI
RFI
RFI
RFI
360'-0" OVERALL
59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0"
1'-0"3 5/8"
ABCDEFGHG.1 B.1
CL COL
FACE OF
PANEL
50'-0"50'-0"50'-0"50'-0"39'-9"1
2
3
4
5
6
2.5
22'-0"25'-3"Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg
PARTIAL ROOF
FRAMING PLAN - N
S2.1
----
PARTIAL ROOF FRAMING PLAN - NORTH
1/16" = 1'-0"
1
NOTE: SEE ROOF FRAMING NOTES ON S2.0.
BUILDING FLOOR SLAB SLOPES PER CIVIL.
ALL ELEVATIONS ARE GIVEN FROM PLANE
OF FINISH FLOOR
Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg, 5/5/2022 11:57:40 AM, lhiggins,
DWG To PDF.pc3
360'-0" OVERALL
59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0"
1'-0"3 5/8"
ABCDEFGHG.1 B.1
CL COL
FACE OF
PANEL
50'-0"50'-0"50'-0"50'-0"50'-0"679'-6" OVERALL6
7
8
9
10
13
14
15
16
17
18
19
20
21
2261
62
63
64
65
66
67
68
69
70
71
72
29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K43-29 LH 370/250 JSTAT 10'-0" OC UNO36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K1717171717179696969696969696969696969696969696969696969696969629'-9"
29'-9"
29'-9"
29'-9"
29'-9"
30'-3"
30'-3"
30'-3"
30'-3"
30'-3"
34'-8"
34'-8"
34'-8"
34'-8"
34'-8"
35'-2"
35'-2"
35'-2"
35'-2"
35'-2"35'-10"
35'-10"
35'-10"
35'-10"
35'-10"
34'-9"
34'-9"
34'-9"
34'-9"
34'-9"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"37'-11"
37'-11"
37'-11"
37'-11"
37'-11"
S1.1
S1.2S1.2
S1.1
S1.2
S1.3S1.3
S1.2 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K2
S4.1
TYP
2
S4.1
TYP
1
S4.1
1
S4.1
1
S4.1
TYP
3
S4.1
TYP GIRDER
COL
3
S4.1
TYP GIRDER
COL
4
S4.1
TYP JST
TO GIRDER
4
S4.1
TYP JST
TO GIRDER
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg
PARTIAL ROOF
FRAMING PLAN - M
S2.2
----
PARTIAL ROOF FRAMING PLAN - MIDDLE
1/16" = 1'-0"
1
NOTE: SEE ROOF FRAMING NOTES ON S2.0.
BUILDING FLOOR SLAB SLOPES PER CIVIL.
ALL ELEVATIONS ARE GIVEN FROM PLANE
OF FINISH FLOOR
Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg, 5/5/2022 11:57:43 AM, lhiggins,
DWG To PDF.pc3
360'-0" OVERALL
59'-8 3/8"50'-0"50'-0"50'-0"50'-0"49'-0"50'-0"
1'-0"3 5/8"
ABCDEFGHG.1 B.1
CL COL
FACE OF
PANEL
50'-0"50'-0"50'-0"27'-6"39'-9"10
11
12
13
14
15
13.5
25'-3"21
22
23
24
25
26
27
28 29
30
31
32
3334353637383940414243444547484950
51
52
53
54
55
56
57
58
59
60
61
62
63
46
40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 40 G 5N 9.8K/6.3K 60 G 6N 9.8K/6.3K
48 G 4N 11.6K/7.5K 24-40 G 4N 11.6K/7.5K 40G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K36 LH 370/250 JST AT10'-0" OC UNO 60G 5N 20.9K/13.8K43-29 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 50G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 52G 5N 19.0K/12.5K36 LH 370/250 JST AT10'-0" OC UNO 40G 5N 19.0K/12.5K29-43 LH 370/250 JSTAT 10'-0" OC UNO 40G 5N 19.0K/12.5K 40-52G 5N 19.0K/12.5K 40-52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K 60G 5N 20.9K/13.8K36LH 370/250 JSTAT 10'-0" OC UNO29-43 LH 370/250
JST AT 10'-0" UNO171717 17171742 42 42 42 42
17 17969696969696969696969696969696969696969696969629'-9"
29'-9"
29'-9"
29'-9"
30'-3"
30'-3"
30'-3"
30'-3"
32'-1"
35'-2"35'-2"
31'-10 1/4"
34'-8"34'-8"34'-8"34'-8"35'-2"35'-2"35'-2"34'-8"35'-2"35'-2"
34'-8"
34'-8"
34'-8"
34'-8"
35'-2"
35'-2"
35'-2"
35'-2"35'-10"
35'-10"
35'-10"
35'-10"
35'-10"35'-10"35'-10"35'-10"35'-10"
34'-9"
34'-9"
34'-9"
34'-9"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"36'-10 1/2"36'-10 1/2"
36'-10 1/2"
36'-10 1/2"
36'-10 1/2"37'-11"
37'-11"
37'-11"
S1.2
S1.3S1.3
S1.2
60G 5N 20.9K/13.8K 40G 5N 19.0K/12.5K 60G 5N 19.0K/12.5K 52G 5N 19.0K/12.5K 40G 5N 19.0K/12.5K96
1717171717 17
3
S2.4
CANOPY
30 LH 370/250 JST AT10'-0" OC UNO1
S2.4
TYP
SHADES
W27X84 C=0
7
S4.2
6
S4.26
S4.2OPP
2
S4.5
5
S4.2
AT COL
5
S4.11
S4.5
TYP
1
S4.5
TYP
2
S4.5
2
S4.5
2
S4.2
96
2
S4.2
96
2
S4.2
96
2
S4.2
96
2
S4.2
5
S4.1
5
S4.1
(4) BAYS
1
S4.5
TYP
2
S4.2
42
4
S4.1
4x BLKG ALL
GIRDERS
GRID 14 PER4
S4.1
4x BLKG ALL
GIRDERS
GRID 14 PER
4
S4.1
4x BLKG ALL
GIRDERS
GRID B.1 PER
1
S4.1
2
S4.1
TYP
2
S4.1
TYP
1
S4.1
1
S4.1
TYP
3
S4.1
TYP GIRDER
COL
3
S4.1
TYP GIRDER
COL
1
S4.2
TYP
1
S4.2
TYP
1
S4.2
1
S4.2
4
S4.1
ADD 36 LH 185/125 JST AT CL WALL
420
3
S4.5
OPP
TL=5.6K
SL=3.8K
4
S4.1
TYP JST
TO GIRDER
4
S4.1
TYP JST
TO GIRDER
5'-0"1
S4.4
OPP
5'-0"5'-0"5'-0"5'-0"5'-0"2'-0"2'-9"3'-0"
MECHANICAL UNIT
LOADING IN OFFICE
AREA PER NOTE 12
1
1
1
RFI
RFI
RFI
32 G 2N 20.9K/13.8K1
RFI
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg
PARTIAL ROOF
FRAMING PLAN - S
S2.3
----
PARTIAL ROOF FRAMING PLAN - SOUTH
1/16" = 1'-0"
1
NOTE: SEE ROOF FRAMING NOTES ON S2.0.
BUILDING FLOOR SLAB SLOPES PER CIVIL.
ALL ELEVATIONS ARE GIVEN FROM PLANE
OF FINISH FLOOR
Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg, 5/5/2022 11:57:44 AM, lhiggins,
DWG To PDF.pc3
6
S4.4
1'-0"9'-2"1'-0"
2
S4.3
SIM OPP
5
S4.3
SIM
2
S4.3
SIM4'-6"7'-0"4'-6"2'-9"2'-9"5'-0"
5'-
3
"
2'-
9
"
1
S4.3
SIM
HSS 18x6x5/16
HSS 18x6x5/16
HSS 18x6x5/16
HSS 18x6x5/16HSS 18x6x5/16HSS 18x6x5/16
HSS 18x6x5/16
HSS 18x6x5/16
HSS 18x6x5/163'-0"3'-0"1
S4.3
SIMHSS 18x6x5/16HSS 18x6x5/165'-0"HSS 18x6x5/161
S4.3
SIM
MC8x42.7
MC8x42.7
2
S4.3
HSS 18x6x5/165'-0"5'-0"5'-0"5'-0"5'-0"2'-0"2'-9"3'-0"
5
S4.3
1
S4.3
1
S4.3
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg
CANOPY FRAMING
PLANS
S2.4
----
SCREEN FRAMING PLAN
1/4" = 1'-0"
1 N ENTRY FRAMING PLAN
1/8" = 1'-0"
2 S ENTRY FRAMING PLAN
1/8" = 1'-0"
3
Q:\2020\2200672\20_STR\CAD\2200672S-20.dwg, 5/5/2022 11:57:47 AM, lhiggins,
DWG To PDF.pc3
SECTION
1" = 1'-0"
1
POUR STRIP PER PLAN W/ #4
AT 18" OC EA WAY -
CONTRACTOR'S OPTION: 6x6
W2.9xW2.9 WWF AT CL OF SLAB
PER PLAN
ELEV
PER PLANVARIES OTHER LOCATIONS2"CLR3"18" MIN48" AT ALL DOCK DOORSSEE SITE PLAN
FOR LOCATIONS
OF APRON
(3) #5 CONTEQEQGRID
GRID OR DIMENSION LINE
TOOLED JNT
R = 18"
LAP REINF 12"
ACROSS JOINT
1 12" CLR
SLAB DOWELS PER
PANEL ELEVATIONS
GALV. L 4x4x 3/8" x 1'-0" AT 5'-0" OC MAX W/ (2) 3 4" DIA
HILTI OR SIMPSON EXP ANCH, HILTI HCA OR
SIMPSON TITAN AB AT 9" OC W/ 5" MIN EMBED - (3)
ANGLES PER PNL MIN - OMIT IF CONC APRON
INSTALLED PRIOR TO BACK FILLING PNL
EXT GRADE
VARIES SEE
CIVIL
COLD JNTS IN CONC TO
BE MADE SMOOTH AND
COVER W/ BLDG PAPER
NOTE:
CONTRACTOR'S OPTION
TO POUR FOOTING AND
SLAB MONOLITHIC
SEE FTG SCHED FOR
REQ'D REINF
1/4
1 1/2"TYPRECESS COL WHERE
INDICATED ON
FOUNDATION PLAN
MIN. 24" DIA BLOCKOUT
IN SLAB - POUR SOLID
WITH NON-SHRINK
GROUT
HSS COL
CL COL & FTG
1
2
SEE FTG SCHED.SEE PLAN
PL 3 4" W/ (4) 3 4" DIA EXP BOLTS -
HILTI HCA OR SIMPSON TITAN AB -
EMBED 5" INTO FOOTING
1" GROUT
TYP
1 1/2"
TYP
CL WALL AND CONT FTG
CL COL AND SPREAD FTG
CLR3"PER SCHEDCLR
1"
ELEVATION VARIES
SEE CIVIL DRAWINGS
8" EMBED
EXP BOLTS W/
PL 3/4" W/ (4) 3/4" DIA
EXPOSED TO SOIL
EMULSION WHERE
COAT W/ ASPHALTIC
1
-
IN COMMON
CALLOUTS
FOR
SEE
1/4
PER SCHEDULE
HSS COLUMN PER PLAN
DASHED LINE INDICATES STRIP
FOOTING BEYOND PER
RUN REINF CONT
THROUGH SPREAD FTG
1
-2"CLRREINF INTERIOR SLAB
PER PLAN
STORE FRONT PER ARCH
(2) #5 CONT
EXT GRADE
PER PLAN
1'-0"
4
-AT SIMAND
SLAB LOCATION PER AT SIM4
-
#5 NOSING BAR
GRID
GRID OR DIMENSION LINE
1" GROUT
1
-
IN COMMON
CALLOUTS
FOR
SEE
SEE SOILS REPORT
COMPACTED FILL
#5 AT PANEL OPENING
FIELD BEND TYP WALL
REINF AS SHOWN
DRAPE TYP POUR
STRIP REINF
2'-6"2"CLR1'-0"GALV 3 x 3 x 3 8"
W/ 3 4" DIA x 0'-7"
WHS AT 18" OC AT
TRUCK DOORS
TILT-UP CONC
PANEL SEE SHT
S3.1 FOR ELEV
EXT GRADE
VARIES SEE
CIVIL
FOOTING DRAINS
AT OFFICE AREAS
SAWCUT JOINT AROUND
FTG - SEE PLAN 1 12" 12"
1" GROUT UNDER
PANEL - TYP
PROVIDE SLAB REINF
AT FIRST BAY FROM
EXT WALL PER PLAN
PROVIDE SLAB REINF
AT FIRST BAY FROM
DOCKS PER PLAN
CONC OR
ASPHALT
PAVING PER
PLAN
CLR3"CLR2"3 3/4"VARIES - 4'-0" MAX1'-0"71/4"
(2) #5 CONT TOP OF
WALL
3 4" CHAMF
#5 AT 12" OC FOR RETAINED
HEIGHTS UP TO 4'-0" -
INCREASE SPACING TO 18" OC FOR
RETAINED HEIGHTS UP TO 2'-0"
#5 HORIZ AT 16" OC
CONT
2" DIA PVC WEEP HOLE
AT 6'-0" OC
(4) #5 CONT AS SHOWN
#5 AT 16" OC
1'-4 3/4" AT 2'-0"
HIGH WALL OR
LESS . 2'-4 3/4" AT
REST
2'-0"x2'-0"x8"
LEVELING PAD
EA END OF PNL
EXTEND PANEL DOWN
AT ENDS TO FORM
FEET FOR LEVELING
TILT PANEL RETAINING
WALL. 25'-0" MAX LENGTH
OF PANEL. CONTRACTOR
COORDINATE JOINT
LOCATIONS
BOTTOM OF PANEL
1" BELOW TOP OF
FOOTING
(2) #5 CONT AT
BOTTOM OF PANEL
#5 CONT
BTWN
FEET
8"
WALL MAY BE
CONVENTIONAL CAST IN
PLACE W/ 712" WALL AND
NO LEVELING PADS.
SEE ARCH FOR CURB
OR HANDRAIL HEIGHT
2'-3"1'-6"6'-0"512" THICK CONCRETE TILT PANEL W/ #4 AT 12"
OC EA WAY, (2) #4 AT EDGES OF PANEL. SEE
ARCH DRAWINGS FOR REVEALS. BRACE
WALLS UNTIL SLAB REACHES 2500PSI
(2) ROWS #4 SLAB DOWELS
AT 24"OC
28"12"3"1'-4"#4 HORIZ AT HOOKS
(2) #4 IN FOOTINGS
6" CONC SLAB ON GRADE W/ THICKENED
EDGE POURED AGAINST TILT PANELS.
6x6 WWF W2.9 x W2.9 AT CL SLAB
CONC LEVELING PADS
AT ENDS OF ALL
PANELS, SIZE AS REQ.
NO SPECIAL INSP REQ
NOTE: REVEALS-MAX 3 4" ON ONE SIDE ONLY
TYPICAL TRASH ENCLOSURE WALL SEE ARCH FOR LOCATION
2'-0 1
32"
3 4" CHAMFER
1
SECTION
1" = 1'-0"
2 SECTION
1" = 1'-0"
3 SECTION
1" = 1'-0"
4
SECTION
1" = 1'-0"
5 SECTION
1" = 1'-0"
6 SECTION
1" = 1'-0"
7
GALV L 4 x 4 x 3/8 x 4'-0"
W/ 3/4" DIA x 8" WHS AT
18" OC AT OVER HEAD
DOORS ONLY
2
1'-6"MIN12" TYP(14" AT GREATERTHAN 3' WIDE FTG)Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-30.dwg
FOUNDATION DETAILS
S3.1
----
Q:\2020\2200672\20_STR\CAD\2200672S-30.dwg, 5/5/2022 11:57:55 AM, lhiggins,
DWG To PDF.pc3
SECTION
1" = 1'-0"
1
PER PLAN
ELEV
PER PLAN EQEQGRID
GRID OR DIMENSION LINE
ADD #5 AT FOOTING EXTENSION
MAINTAIN CONT
FOOTING FACE PER
PLAN 1
S3.1
FOR CALLOUTS
IN COMMON
SEE
PANELS OVERLAP AT ENDS,
SEE PNL ELEVATIONS
SECTION
1" = 1'-0"
21'-6"PER PLAN
ELEV
FLOOR
FINISH FINISH GRADE
PER ARCH/CIVIL
(8) #5 J-BARS W/ STD
HOOK SPACE AS
SHOWN. #3 CLOSED
TIES AT 6"OC, (2) AT TOP
1/4
13
4"12"134"13
4"
CL COL PER PLAN
HSS 12x6 COL PER PLAN
6" MINPER SCHEDSIZE AND REINF PER SCHED3"CLRPLAN
1" = 1'-0"
3
B
1"35
8"
PLAN
1" = 1'-0"
4
H
15
FOR BASE PL AND FOOTING
CONNECTION SEE 6
S3.1
LOCATE COLUMN FLUSH TO
INSIDE FACE OF PANELS
ABOVE
3
S3.1
1
2
SECTION
1" = 1'-0"
5
GRID
1
SECTION
1" = 1'-0"
6
2
PER PLAN
ELEV
CL COL PER PLAN
PER SCHEDSIZE AND REINF PER SCHED3"CLRALL TRELLIS TO BE GALVANIZED
ALL TRELLIS TO BE GALVANIZED
BASE PL 3
4"xAS REQ W/
(4) 3
4"Ø SS EXP
ANCHORS, EMBED 6"
MIN. ADD (2) 3"Ø VENT
HOLES APPROX AS
SHOWN
1" NON-SHRINK
GROUT
ADD 1
2" WEEP HOLE
AT BASE OF HSS (EA
FACE)
(4) 3
4"Øx2'-6" THRD ROD
DOWELS (2) EA FACE OF
COLUMN
1/4
TYP FOOTING REBAR, STOP
OUTSIDE BARS AT COL
(CORNER BAR NOT
REQIRED)1'-6"2"1'-0"TYP
FOR BASE PL AND FOOTING
CONNECTION SEE 6
S3.1PER SCHEDSIZE AND REINF PER SCHED3"CLRFACE OF
CONC CL
ANGLE
COL
FACE OF ANGLE COL TO
START AT BASE PLATE
1/4
ADD 3" Ø VENT HOLE,
BOTTOM FLUSH TO
ANGLE COLUMN INSIDE
FACE (SO MOISTURE CAN
DRAIN)
2
-
FOR CALLOUTS
IN COMMON
SEE
COL FTG TO RUN UNDER
THICKENED SLAB FOOTING
TILT PANEL
TILT PANEL
TILT SPANDREL PANEL ABOVE
TILT SPANDREL PANEL ABOVE
5
-
TILT WALL AT SIM
1'-6"1'-6"1
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-30.dwg
FOUNDATION DETAILS
S3.2
----
Q:\2020\2200672\20_STR\CAD\2200672S-30.dwg, 5/5/2022 11:57:57 AM, lhiggins,
DWG To PDF.pc3
SECTION
1" = 1'-0"
1 SECTION
1" = 1'-0"
2
SECTION
1" = 1'-0"
3 SECTION
1" = 1'-0"
4
13
4"
CONT ANGLE LLV ON TOP
OF WALL (SEE TABLE TO
RIGHT) W/ 5/8" DIA x5" WHS
AT 24" OC HORIZ AND 5/8"
DIA x 8" WHS AT 24" OC
VERT STAGGERED
JOIST CONNECTION TO WALL
AND ANGLE CHORD AND SPLICE
ARE PART OF THE SEISMIC
FORCE RESISTING SYSTEM
4x6 DF#2 W/ 3/4" DIA BENT AB x 1'-0" W/ 6"
MIN EMBED - SPACE PER DIAPHRAGM
SCHEDULE
BOUNDARY NAILING PER
DIAPHRAGM SCHEDULE4"
BRG
2 1/2" DF SHOP INSTALLED NAILER.
AT PNL JOINT, ROOF BUMPS UP
TRUSS MFR TO DESIGN TOP
CHORD FOR AXIAL SEISMIC
FORCE SHOWN ON THE ROOF
FRAMING PLAN TO BE
TRANSFERRED THROUGH THE
BEARING SEAT
(2) REBAR HORIZ AT
TOP - TYP SEE PNL
ELEV
SIMP HF26N OR
HF36N HANGERS TYP
CONDITION BETWEEN
JOIST212"3"ANGLE CHORD NOTES:
1.ADD CHORD SPLICE PL BETWEEN
ANGLE PIECES AT LOCATIONS
WHERE PANEL CHANGES SLOPE
MID PANEL.
2.IT SHALL BE ACCEPTABLE TO
SPLICE ANGLE AT ANY LOCATION
MID PANEL PROVIDE SPLICE PLATE
BETWEEN EACH CHANNEL PIECE
OR FULL PENE WELD PIECES WITH
UT INSPECTION
CONFIGURE WHS AS SHOWN AT
ENDS OF PANEL
2'-0" - NO CONNECTION BETWEEN
L 6 x 4 AND CONCRETE
THIS REGION
6"
CHORD SPLICE
PER SCHEDULE
FROM CL JNT
OFFSET
CL JST (MAY BE
CONDITION AT PANEL
JOINT
3/16 4
5/16 L
1"5"
PRE-ENGR
JOIST PER PLAN
JOIST BEARING PL 3 8 x 3 12 x
1'-4" WHERE JOIST OCCURS
WITHIN 8" OF CENTER OF
PANEL JOINT
1/4 3BRG PL TO L
SEE
TABLE
PRE-ENGR JOIST MFR
SHALL DESIGN TOP CHORD
OF PRE-ENGR JOIST
GIRDER FOR AXIAL SEISMIC
FORCE SHOWN ON THE
ROOF FRAMING PLAN
KNIFE PL 7 8" x JOIST
GIRDER BEARING DEPTH
MINUS 12" x 1'-3" TYPICAL
7 1/2" JOIST GIRDER
BEARING DEPTH
(2) 3/4" DIA MB AT 5" GAGE
AS REQ'D BY PRE-ENGR
JOIST MFR
11
2" TYP
STABILIZER PL 3/4" x 6 x 0'-6"
W/ 13/16" DIA HOLE
11
2"112"HSS COL PER PLAN PRE-ENGR JOIST GIRDER
PER PLAN - TYP
DO NOT WELD JOIST
GIRDER TO STABILIZER
PLATE - TYP
BEARING PL 3/4" x COLUMN
WIDTH PLUS 1" x AS REQ'D -
GC COORDINATE W/
PRE-ENGR JOIST MFR
STABILIZER PL FOR
PRE-ENGR JOIST NS AND FS
AS REQ'D BY JOIST MFR
5/16 7
1/4 4
WELD TO EA
SIDE OF EA
JOIST GIRDER
JOIST GIRDER
TO BRG PL
TYPICAL
1/4
11
2"
4x6 BLKG BETWEEN
JOISTS - SEE PLAN
FOR EXTENT
ATTACH 4x TO GIRDER W/ PL 1/4
x 4 x 0'-4" EACH SIDE W/ 3/4 " DIA
MB AT CL - WELD EA SIDE PL TO
GIRDER W/ 1/4" x 4" FILLET
WELD - SPACE PL AT 3'-0" OC AT
(3) LOCATIONS BET EACH JOIST
- SEE PLAN FOR EXTENT
PRE-ENGR JOIST
GIRDER PER PLAN
PRE-ENGR JOIST PER PLAN
BRACE WHERE REQ'D BY
PRE-ENGR JOIST MFR, TYP
(2) ROWS OF ROOF BOUNDARY
NAILING TO 4x6
PRE-ENGR JOIST MFR SHALL
DESIGN TOP CHORD OF PRE-ENGR
JOIST FOR AXIAL SEISMIC FORCE
SHOWN ON THE ROOF FRAMING
PLAN TO BE TRANSFERRED THRU
THE BEARING SEAT AND ACROSS
THE JOIST GIRDER
1/4 4
JOIST
TO GIRDER
TYPICAL
JOIST CONNECTION TO GIRDER AND PL
1/4 x 4 x 4 CONNECTION ARE A PART OF
THE SEISMIC FORE RESISTING SYSTEM
CHORD ANGLE GRID FROM TO SPLICE PL (50KSI) DBL WELD
(50KSI) E A SIDE (TOTAL)
L6x6x9/16" B & H 2.5 13.5 PL1 3/8" x 4 1/2" x 3'-6" L= 20" (40")
L6x6x9/16" H-G* 1 2.5 PL 1 3/8"x4 1/2" x 3'-6" L= 20" (40")
*ANGLED WALL
1
2"
GIRDER KNIFE CONNECTION IS A PART
OF THE SEISMIC FORE RESISTING
SYSTEM
TYPICAL ROOF JOIST BEARING WITHIN
ROOF JST PER PLAN
1'-0"
CONT CHORD ANGLE. NO
SPLICE BETWEEN EMBEDS.
ADD SAME SIZE ANGLE AS
CHORD BTWN CL OF
EMBEDS TO FORM BOX
EMB PL 3 4" x 12"x 12"
W/ (4) 5 8"∅ x6" WHS
AT 9" GA
1'-6" OF PANEL JOINT
1'-0"
TOP OF PARAPET PER
ARCH
NOTE: SFRS = SEISMIC
FORCE RESISTING SYSTEM
5/16 8
JOIST CONNECTION TO WALL IS
PART OF SEISMIC FORCE
RESISTING SYSTEM
EMBED PL 3/4" x 1'-0"
x 1'-9" W/ (6) 5/8"DIA x
6" WHS AS SHOWN
112"112"9"9"11
2"11
2"9"
CONT CHORD ANGLE W/ 4X6 DF#2 CONT
NAILER W/ 1/2"Ø CARRIAGE BOLTS AT 24"
OC, PRE PUNCH ANGLE. ADD 5/8" DIA EXP
ANCHORS, EMBED 4" AT MID SPAN BTWN
EMBEDS. SPLICE ANGLE PER
CONDITION BTWN
JOIST4"(4) #5x8'-0" HORIZ AT EMBED
BOUNDARY NAILING PER DIAPHRAGM
SCHEDULE
41
4"
CONT CHORD ANGLE SEE
TYPICAL CHORD SPLICE
SEE 5/16 L
5/16 12
3/16 4
3"SECTION
1" = 1'-0"
5
5/16 L
4x6 DF #2 W/ 3/4" DIA EXP
ANCHOR PER DIAPHRAGM
SCHED EMBED 5"MIN.
BOUNDARY NAIL ALONG 4x1"6"1"STRAP CONNECTION AND AT
SIM, ANGLE CHORD STEEL TO
WALL IS PART OF SFRS
PL TO
EMBED
ASSEMBLE PL 3/8"x4"x0'-4" TO SIMPSON
MST60 STRAP. WELD TO EMBED PLATE AND
THEN NAIL TO 3X6 STIFFENER
1/4
STRAP ACROSS FIRST THREE
TRUSSES MIN W/ MST60 TO
ALIGN W/ ALL EMBEDS - ONE
ROW ONLY DIAPHRAGM NAILING
UNDER STRAPS EA SHEET
3X OR 4X DF#2
SUBPURLIN W/ SIMP
HF36N/F46 EACH END
- TYP AT ALL STRAPS
ALIGNED W/ ALL
EMBEDS
EMBED PL 3/4" x 8" x 0'-8"
W/ (4) 5/8" DIA x 5" WHS
AT 6" GAGE - SPACE AT
4'-0" O.C. (ALIGN W/ EDGE
OF SHTG)
41/8
(2) #5 HORIZ AT
EMBEDS. EXTEND
4' PAST LAST
EMBED OR HOOK
AT PANEL EDGE
(2) #4 HOOKED
BARS, ONE EA
FACE
1'-0"
1
-
1
-
TRTD 2X TOP PL W/ MIN
1/4" DIA AB AT 24"OC
STAGGERED, EMBED 3"
MIN
JOIST MFG OPTION
TO USE 3 1/2" JST
BRG AND TRUE 2"
DEPTH SHOP NAILER
FOR TOTAL 5 1/2"
DEPTH
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg
ROOF FRAMING
DETAILS
S4.1
----
Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:04 AM, lhiggins,
DWG To PDF.pc3
SECTION
1" = 1'-0"
1 SECTION
1" = 1'-0"
2 SECTION
1" = 1'-0"
3
SEE
FOR
CALLOUTS IN
COMMON
4x6 BLKG BETWEEN
JOISTS - SEE PLAN
FOR EXTENT
STIFFENERS PER PLAN
AND SCHEDULE W/
SIMPSON HF26N OR
HF36N EA END
(2) PL 14 x 4 x 0'-4" W/ 3 4 " DIA M.B. AT CL - 14" x 4"
FILLET WELD TO GIRDER - LOCATE AT 4'-0" OC
ALONG 4x BLKG - SEE PLAN FOR EXTENT
4
S4.1
PRE-ENGR JOIST
GIRDER PER PLAN
PRE-ENGR JOIST PER PLAN
(2) TOP TIE PL 1/2"x 3 1/2" x
2'-7" BEND TO MATCH ROOF
SLOPE
12" RADIUS TO
CORNER
SIDE PL PER 8"EQ
EQ
8"10"
P.E. JOIST GIRDER MFR DESIGN JOIST FOR
ADD'L E= 15KIPS SEISMIC LOAD
P.E. JOIST GIRDER
DESIGNED FOR AXIAL
SEISMIC LOAD IN TOP
CHORD PER PLAN
P.E. JOIST GIRDER
PER PLAN
"T" PLATE PL 3/
8" x
A
S
R
E
Q'
D
P.E. JOIST PER
PLAN
5"
2'-0"
1"7"
11
2"11
2"
1
2"
KNIFE PL 3/4" x 41/2" x 1'-10 3/4"
BRG PL 3/4" x
AS REQD
P.E. JOIST DESIGNED FOR AXIAL
SEISMIC LOAD IN TOP CHORD PER
PLAN THRU TOP CHORD TO KNIFE
PL
STABILIZER PL
PER
(2) TIE PL, KNIFE PL , 'T' PL
AND ASSOCIATED WELDS ARE
A PART OF THE SEISMIC
FORCE RESISTING SYSTEM
(2) 3/4" DIA M.B. PER
GIRDER MFR.
DO NOT WELD BOTTOM CHORD
TO STABILIZER PL
3
-
3
-
3
S2.5
5/16 4
1/4 4
EA PLATE
1/4
5/16
5/16 10
1/4
TOP PL
TO KNIFE PL
EA SIDE
1/4
HSS COL PER PLAN
P.E. JOIST GIRDER DESIGNED FOR
AXIAL SEISMIC LOAD IN TOP CHORD
OF ALL GIRDERS AND JOISTS PER
PLAN
"T" PLATE
PER
GENERAL CONTRACTOR SHALL COORDINATE WIDTH
OF JOIST GIRDER BEARING WITH STEEL FABRICATOR -
WIDTH OF JOIST GIRDER BEARING SHALL NOT EXCEED
10" UNLESS COORDINATE WITH ENGINNER OF RECORD
SIDE PL 3/8 EA SIDE OF COL,
FOR ATTACHMENT SEE
CL COL
P.E. JOIST
PER PLAN
HSS COL
PER PLAN
P.E. JOIST GIRDER
PER PLAN
1
2"
8"10"TYPTYP
11
2"41
2"
STABILIZER PL
PER
DO NOT WELD BOTTOM
CHORD TO STABILIZER PL
2
-
2
-
3
S4.1
TO
JOIST
GIRDER
PLATE TO
GIRDER
BOTH GIRDERS
1/4 4
5/16 7
DIAPHRAGM NAILING AND BLKG
ATTACHMENT TO GIRDER ARE
PART OF THE SEISMIC FORCE
RESISTING SYSTEM
CL COL
2
-
(2) PL PER 2
-
KNIFE PL BEYOND PER 2
-
1
2"
AXIAL SEISMIC FORCE SHOWN ON
THE ROOF FRAMING PLAN TO
TAPER OFF TO BE 0.0K AT GIRDER
(2) TIE PL, KNIFE PL , 'T' PL
AND ASSOCIATED WELDS ARE
A PART OF THE SEISMIC
FORCE RESISTING SYSTEM
8"
SECTION
1" = 1'-0"
4
L8 x 6 x 3/4" x 3'-0" LLV WELD TO
FORM BOX SHAPE W/ LONG LEG
2" ABOVE LEDGER
5/16
5/16
5/16 20
1
S4.1
SIM
L6x6 EMBED LEDGEREMBED PL 12x12
AND LEDGER
CONNECTION
SEE
1
2" CLR
2'-0"
2
S4.1
CHORD SPLICE
PL 1 3/4"x3 1/2"x5'-2"
50 KSI
5/16 40
2
S4.1
1
S4.1
LEDGER 4X TOP 4X
ALL PLATES, WELDS, BOLTS AND
NAILING ARE PART OF SEISMIC FORCE
RESISTING SYSTEM
3
S4.1
FOR CALLOUTS
IN COMMON
SEE
TIE PL 3/8"x6"x0'-6"
33/16
12x12 EMBED PER
AT COL
2
S4.1
3/16 2
L 3 x 3 x 1/4 x 0'-3" ERECTION
ANGLE AND EXP ANCHOR
AT ROOF ERECTORS OPTION
ATTACH 4X6 BLKG PER 4
S4.1
ALL PLATES, WELDS, BOLTS AND
NAILING ARE PART OF SEISMIC FORCE
RESISTING SYSTEM
SECTION
1" = 1'-0"
5 2"112"3"3"3"112"1
2"11
2"11
2"
HSS COL PER FDN
PLAN
W27 BM PER RF
PLAN
GIRDER BRG
ELEV
3/16
KNIFE PL 1/2"
STRAP CONNECTION TO
WALL IS PART OF SFRS
1/4
41/4
DO NOT WELD JOIST BOTTOM
CHORD TO STABILIZER PL
SPLICE PL 3/8"x6"x0'-6"
33/16
STABILIZER PL 3/4"x6x0'-7"
NOTCH HSS AT CL
(2) ROWS EDGE NAILING TO BLKG IF NOT
AT PANEL EDGE
PRE-ENG JOIST
GIRDER PLAN
PL 1/2"x6x0'-11" W/
HSS5x5x1/4"x0'-11 1/2"
AT CENTER AND (2) 5/8"
DIA EXP ANCHORS
EMBED 5" AT 8" GAGE
1"4"
12x12 EMBED PER
W27 PER PLAN
(6) 3 4" DIA A325-N BOLTS3"3"1'-01
4"6"1
4"
SECTION
1" = 1'-0"
6 SECTION
1" = 1'-0"
7
1'-0"
L3x3x1/4"x0'3" W/
1/2" DIA EXP
ANCHOR, EMBED 4"
MIN. SPACE AT
24"OC ALONG W27
1/4 3
2
S4.1
5/16
5/16
ATTACH 4X6 BLKG PER 4
S4.1
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg
ROOF FRAMING
DETAILS
S4.2
----
Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:06 AM, lhiggins,
DWG To PDF.pc3
SECTION
1" = 1'-0"
1
1'-113
4"
PER PLAN
ELEV 7"112"11
2"11
2"11
2"11
2"7"11
2"11
2"11
2"11
2"BRG PL 1
2"x6"xAS REQ W/ (4) 5
8"Ø
WTS AT 3" GAGE. ADD 4" VENT
HOLE IN TOP JOIST AND BRG
PLATE TO ALIGN
1/4
1/4
TYP
CAP PL 3
8"
HSS 18x6 PER PLAN (SLOPE PER ARCH)
HSS 18x6 PER PLAN (CAP END W/ PL 3
8")
LENGTH PER ARCH (NOT AT SIM)
CONNECTION TAB PL 3
8"x3"x0'3" W/
5
8"Ø WTS AT CENTER - OPTION TO
SHOP WELD IF TRELLIS IS SHIPPED
IN ONE PIECE
1/4
CONNECTION TAB PL 3
8"x3"x0'3" W/
5
8"Ø SS EXP ANCHOR AT CENTER,
EMBED 6" MIN. SPACE CL EA COL
1/4
END PL 1
2"x12" X AS REQ, SLOPE
TOP TO MATCH TRELLIS MEMBER
ABOVE. (6) 5
8"Ø SS EXP ANCHORS
EMBED 6" MIN. (2) 3"Ø VENT
HOLES APPROX AS SHOWN
6"
CL ANGLE COL
CL VERT COL
NOTE, DUE TO INCREASING
ELEVATION, ANGLE COL WILL
CHANGE ANGLES FOR EACH
LOCATION
HSS 12x6 COL'S PER
FOUNDATION PLAN
SECTION
1" = 1'-0"
2
1'-113
4"
PER PLAN
ELEV
HSS 18x6 PER PLAN
(2) CONNECTION TABS PL 3
8"x3"x0'3"
W/ 5
8"Ø WTS AT CENTER - OPTION
TO SHOP WELD IF TRELLIS IS
SHIPPED IN ONE PIECE
CL ANGLE COL
CL VERT COL
SECTION
1" = 1'-0"
3
4'-6"
PER PLAN
ELEV
HSS 18x6 PER PLAN
CL VERT COL
FOR CALLOUTS
IN COMMON
SEE &1
-
FOR CALLOUTS
IN COMMON
SEE 2
-
2
-
TRELLIS HSS 18x6 MEMBERS PER PLAN
SECTION
1" = 1'-0"
4
CL BEAM
3'-0"
FOR CALLOUTS
IN COMMON
SEE &1
-
2
-
SECTION
1" = 1'-0"
57"112"11
2"11
2"11
2"11
2"7"6"
C4x5.4 AT GUTTER
ALL TRELLIS TO BE GALVANIZED ALL TRELLIS TO BE GALVANIZED
ALL TRELLIS TO BE GALVANIZED
ALL TRELLIS TO BE GALVANIZEDALL TRELLIS TO BE GALVANIZED
IF NOT WELDING ASSEMBLY
IN SHOP, ADD CONNECTION
PL 3
8"x3" SQ W/ 5
8"Ø WTS AT
CTR
FOR CALLOUTS
IN COMMON
SEE &1
-
2
-
600S162-43 CEILING JOISTS AT 16"OC
ELEVATION PER ARCH (NOT AT SIM)
600T125-43 TRACK W/ (2) ROWS
0.145"Ø PWDER DRIVEN FASTENERS
AT 16"OC STAGGERED
600T125-43 TRACK W/ 5
8"Ø EXP
ANCHORS AT 16"OC, EMBED 4" MIN
BRG PL 1
2"x8"SQ
W/ (2) 5
8"Ø WTS 112"412"412"112"KNIFE PL 3
8"x3 1
2"x1'-0"
MC18x42.7 CLOSURE TIGHT TO
HSS18 W/ (3) 5
8" WTS AS SHOWN
CONN TAB
PL 3
8"x2 1
2"x0'4",
WELD TO MC18212"34"1"41
4"
1/4
1/4
TYP UNO
HSS8x8, MC18
AT SIM
HSS8x8, MC18
AT SIM
HSS 12x6 COL PER
FOUNDATION PLAN
20 GA ASC B36 ROOF DECK W/
PNEUMATIC/PWDER PINS AT EA
VALLEY SUPPORT
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg
ROOF FRAMING
DETAILS
S4.3
----
Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:08 AM, lhiggins,
DWG To PDF.pc3
SECTION
1" = 1'-0"
1
PER ARCH
ELEV
ROOF SHTG ELEV
PER ROOF PLAN
6"10"812"34"RECESSED BRG PL 1"x91
4"x0'10"
COPE TO MATCH PANEL
CHAMFERS
VERT PL 5
8"x6"x1'-0",
COPE EDGE TO WELD
FLUSH TO HSS 10x10
6"112"MC18 CLOSURE
CHANNEL 2"6"6"END PL 1
2" x 7 1
2"x1'-6" W/
(3) 5
8"Ø EXP ANCHORS,
EMBED 6" MIN
1/4
1/4
TYP UNO
5/16
5/16
PER ARCH
ELEV
PER ARCH
ELEV 1'-0"30°SECTION
1" = 1'-0"
2 SECTION
1" = 1'-0"
3 SECTION
1" = 1'-0"
4
1
-
3
-
2
-
4
-
KNIFE PL 1" x 9 1
2"912"1
4"1/4
1/4
BRG PL 1" x 9 1
2"x0'-10"
WIDTH TO MATCH COL
1/4 TYP REBAR
3
-
(2) #5x2'-6" VERT
DOWELS AT 4" GAGE
(3) #5x4'-0" ANGLE
DOWELS AT 5"OC
158"5"5"2
-
(2) #5x2'-6" HORIZ
DOWELS AT 4" GAGE
3"
5/16 3
5
-
HSS TO PNL
CONN
ADD END PL 1
4"x2" FOR
FORMING RECESS,
COPE FOR CHAMFER
RECESSED EMBED
PL 1"x91
4"x0'-91
2"
EMBED END
PL 1"x91
4"x0'-10"
5/16
GRIND
FLUSH
2"4"
2"6"2"2'-6"EMBED PL 1"x91
4"x0'10",
ALIGN WITH HSS 10x10.
(4) #5x2'6" A706 DOWELS
1/4 TYP REBAR
PLAN
1" = 1'-0"
5
5
-
HSS TO PNL
CONN
5
-
HSS TO PNL
CONN
5
-
HSS TO PNL
CONN
EMBED BAR 3/4"x3"
x HEIGHT OF COL
IN PNL -2" W/ 5/8"
DIA x5" WHS AT
12"OC
EMBED BAR
3/4"x3" x HEIGHT
OF COL IN PNL -2"
W/ 5/8" DIAx5" WHS
AT 12"OC
BAR 3/8"x2" x
HEIGHT OF COL IN
PNL
1/4 2-12 TYP
SECTION
1" = 1'-0"
6
1'-0"
3'-9"
1'-0"1'-0"5"
1"3"3"1"1"7"6"WINDOW RO
EMBED PL 3/4"x8"x0'-2"
W/ (4) 5/8"Øx6" WHS
AS SHOWN. BEVEL
BOTTOM TO MATCH
CHAMFER
EDGE OF HSS TO
ALIGN WITH EDGE
OF RO
5/16
1/4 1/4
WIDTH OF RO
PER ARCH
1
2" WIDE SLOT IN
BOTTOM FOR VENT,
TYP ALL JOISTS
HSS 12x4x1/4" CANTILEVER
BM, ONE EA SIDE OF WINDOW
(4) HSS 8x4x1/4" JOISTS AS
SHOWN
PNL TO COL
CONNECTION
NOT SHOWN IN
THIS VIEW
PNL TO COL
CONNECTION
NOT SHOWN IN
THIS VIEW
PNL TO COL
CONNECTION
NOT SHOWN IN
THIS VIEW
PNL TO COL
CONNECTION
NOT SHOWN IN
THIS VIEW
1'-0"
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg
ROOF FRAMING
DETAILS
S4.4
----
Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:09 AM, lhiggins,
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EMBED PL 3/4 x 12" x
1'-9" W/ (6) 5/8" DIA x 6"
WHS CENTER AT CL
JOIST (5" WHS AT 7 1/4"
PANELS)
11
2"9"9"11
2"
L6x4x1/2"x0'-9" LLV W/ 14"
STIFFENER PL - CENTER
STIFF AND EMBED ON CL
JOIST
4x6 DF#2 W/ EXP ANCHOR EMBED 5 12"
- SIZE AND SPACING PER DIAPHRAGM
SCHEDULE
2"BOUNDARY NAILING PER DIAPHRAGM
SCHEDULE2x TOP PL W/ 14"
DIA CONC
SCREW AT 48"
OC, 3" EMBED,
CSK.
TRUSS MFR TO DESIGN TOP
CHORD FOR AXIAL SEISMIC
FORCE PER PLAN TO BE
TRANSFERED THROUGH THE
BEARING SEAT112"9"112"CONDITION BETWEEN
TRUSSES
1
2"
CLR
1/4
3/16 3
3/16
PRE-ENGR JOIST PER PLAN
ADD WHS TO HSS AS REQ BY
JST MFG FOR ERECTION
HSS 6 x 4 x 3
8" LLV x AS REQ'D
ACROSS PNL JNT
EMBED PL 3/4" x 12 x 1'-0" W/
(4) 5/8" DIA x 6 " WHS - TYP
EA SIDE OF PANEL JOINT.
ADD (2) #5 HAIR PINS AT EA
EMBED, HOOK END AT 2"
INSET FROM FACE OF JOINT
(5" WHS AT 7 1/4" PANEL)
1'-0"
MIN TYP
TOP OF PARAPET
ELEVATION VARIES - SEE
PANEL ELEVATIONS
TYPICAL ROOF JOIST
BEARING WITHIN 1'-6"
OF PANEL JOINT
101
2"
(3) SIDES 9"112"112"11
2"9"11
2"
1/4
JOIST AND LEDGER
CONNECTION TO WALL
ARE A PART OF THE
SEISMIC FORCE
RESISTING SYSTEM
(4) #5x8'-0" HORIZ AT
EMBED
212"8"
5'-0"3"101
2"
SECTION
1" = 1'-0"
1
3
S4.1SEE
FOR
CALLOUTS IN
COMMON
JOIST MFG TO WELD TOP CHORD
MEMBERS TOGETHER FOR SHEAR
TRANSFER OF 45KIPS ACROSS
CHORD MEMBERS
4
-
SPLICE PL 1
2" x 6" x 1'-1"
5/16 5
PL TO
JST
EXTERIOR
EXTERIOR
EMBED PL 3/4"x7 1/4" x
1'-0" W/ (3) #7x5'-0 A706
DOWELS AT 4 1/2"
GAGE AT CL. BEVEL
SIDE EDGE TO MATCH
PANEL CHAMFER
EXTEND LEDGER
TO FACE OF
CORNER PANEL
5/16 5
TIE PL'S
LEDGER L4 x 4 x 1
2" x 0'-6"
5/16 14
NOTCH 4X6 ON TOP CHORD FOR
KNIFE PLATE
KNIFE PL 1"x3"x2'-6"
1/4
EMBED L6x4x3
8"x0'-71
2"
W/ (2) 3
4"Øx8" WHS AT 3"
GAGE
5/16 6
ANGLE PER 1
S4.1
BOTH ENDS
OF KNIFE
PLATE
CL WALL
CL WALL
CL WALL
13
4"
L6x6x1/2"x1'-6" AT CL JOIST
W/ (3) 5/8" DIAx6" WHS AT 7"
GAGE AND (2) 5/8" DIA x8"
AT MID POINT BETWEEN
HORIZ STUDS
JOIST CONNECTION TO WALL
IS PART OF THE SEISMIC
FORCE RESISTING SYSTEM
4x6 DF#2 W/ 3/4" DIA BENT AB x 1'-0" W/ 6"
MIN EMBED - SPACE PER DIAPHRAGM
SCHEDULE
BOUNDARY NAILING PER
DIAPHRAGM SCHEDULE4"
BRG
2 1/2" DF SHOP INSTALLED NAILER.
AT PNL JOINT, ROOF BUMPS UP
TRUSS MFR TO DESIGN TOP
CHORD FOR AXIAL SEISMIC
FORCE SHOWN ON THE ROOF
FRAMING PLAN TO BE
TRANSFERRED THROUGH THE
BEARING SEAT
CONDITION BETWEEN
JOIST212"3" FROM CL JNT
OFFSET
CL JST (MAY BE
CONDITION AT PANEL
JOINT
3/16 4
JOIST BEARING PL 3/8 x 3 1/2 x
1'-4" WHERE JOIST OCCURS
WITHIN 8" OF CENTER OF PANEL
JOINT
GRID
1"11
2"3"3"3"3"3"1'-6"
(2) L4x4x1/2"x2'-10 1/2"
ANGLES W/ (3) 5/8" DIA
x 5" WHS HORIZ AND
(3) 5/8" DIAx8" WHS
VERT AS SHOWN
ALLOW EMBED AND
PLATE TO COOL BEFORE
WELDING OPP SIDE 3/16 4
SECTION
1" = 1'-0"
2
5/16 1/4
REBAR DOWEL
EMBED PL
DRILL/PUNCH EMBED FOR
REBAR, BEVEL FOR WELD.
AFTER WELD, GRIND
SMOOTH
WELDING IS PART OF SFRS
SECTION
1" = 1'-0"
5SECTION
1" = 1'-0"
3 SECTION
1" = 1'-0"
4
JOIST/GIRDER CONNECTION TO
WALL IS PART OF SFRS
JOIST/GIRDER CONNECTION TO
WALL IS PART OF SFRS
5
-
5"
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg
ROOF FRAMING
DETAILS
S4.5
----
Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:10 AM, lhiggins,
DWG To PDF.pc3
ROOF SHTG NOT SHOWN
FOR CLARITY
ANGLED
PARAPET WALL
WOOD NAILER
NOT SHOWN
STRAP AND JOIST CONNECTION ARE
PART OF SFRS
STRAP PER SIM
JOIST EMBED
PER
ADD STRAP EMBED
(NOT SHOWN) OVER
TOP OF JST EMBED.
STRAP EMBED
PER
3/16
WEB
STIFF PL
ALL WELDS AND PL'S ABOVE
GIRDER BEARING PL ARE
PART OF SFRS
2'-0"2'-0"FULL PENE
UT REQUIRED
CHORD SPLICE PLATE
SIZE PER
ANGLE LEDGER
- WOOD NAILER
NOT SHOWN
WEB STIFF PL 3 8"
5
S4.1
2
S4.1
ANGLE LEDGER
SHOWN, NOT
AT SIM
41
2"
12x1'9" EMBED TURNED
VERT CTR ON LEDGER
ANGLE
2
S4.1
5/16 L
SECTION
1" = 1'-0"
1 PLAN
1" = 1'-0"
2
1
S4.1
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: May 5, 2022 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg
ROOF FRAMING
DETAILS
S4.6
----
Q:\2020\2200672\20_STR\CAD\2200672S-40.dwg, 5/5/2022 11:58:12 AM, lhiggins,
DWG To PDF.pc3
67891011122.5 3 4 5 6
9 1/4" THICK PANEL6 9 1/4" THICK PANEL7 9 1/4" THICK PANEL8 9 1/4" THICK PANEL9 9 1/4" THICK PANEL10 9 1/4" THICK PANEL11 9 1/4" THICK PANEL12
22'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"
SEE PANEL 8SEE PANEL 8SEE PANEL 8SEE PANEL 8
1'-9"3'-4"3'-2"12'-0"1'-9"1'-9"9'-0"3'-6"9'-0"1'-9"1'-9"3'-4"9'-0"1'-9"
24'-0" AFF
12'-0" AFF
4
S6.1
2
2 2
2
7
5
3
TYP
14
13
17 15
12
S6.1
TYP
1
S6.1
TYP
6
6
9
7
9
7
9
6
5
18 145
12
S6.1
TYP
3
TYP
6
7
9
7
9
6
5
13
MATCH
SPACING 5
14
MATCH
SPACING
1
2
2
3
TYP
6
7
9
7
8
7
7
9
6
51237 1/4" THICK PANEL1
1 2
22'-6"
2.5
7 1/4" THICK PANEL2 7 1/4" THICK PANEL3
91
4"11'-103
4"
31'-0"
2'-0"3'-4"
SEE PANEL OPP31
12
8
24'-0" AFF
12'-0" AFF
4 5 4
5 5
3
S6.1
10
S6.1
TYP LAPPED
PANELS
2
S6.1
TYP
24'-0" AFF
12'-0" AFF
3
S6.1
SEE PANEL 1 45A B
7 1/4" THICK PANEL4 7 1/4" THICK PANEL5
15'-0"35'-0"
SEE PANEL 1 SEE PANEL 1
24'-0" AFF
12'-0" AFF
3
S6.1
24'-0" AFF
12'-0" AFF
4
S6.1
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg
INTERIOR PANEL
ELEVATIONS
S5.1
----
GENERAL TILT-UP PANEL NOTE:
1.TOLERANCE ON PANEL THICKNESS SPECIFIED SHALL BE PLUS 14" AND MINUS 0".
PANEL THICKNESS IS BASED ON LUMBER FORMS OF 7 1/4" OR 9 1/4". REVEALS
SHALL NOT EXCEED 3 4" DEEP AND SHALL BE PLACED AS SHOWN ON THE ARCH
DRAWINGS.
2.THE REINFORCEMENT SHOWN ON THE PANEL ELEVATIONS IS IN ADDITION TO
TYPICAL BARS AT OPENINGS, EDGES, CORNERS, BASE, ETC. OMIT TYPICAL
VERTICAL REINFORCEMENT WHERE MORE CLOSELY SPACED VERTICAL
REINFORCEMENT IS SPECIFIED IN PIERS.
3.PANEL DIMENSIONS ARE TO CENTERLINE OF JOINT OR EDGE OF PANEL
OPENING, UNLESS NOTED OTHERWISE. ALL PANEL CONNECTOR DIMENSIONS
SHOWN ARE TO CENTER LINES OF CONNECTORS UNLESS NOTED OTHERWISE.
4.PROVIDE ADDITIONAL REINFORCING AS REQUIRED FOR LIFTING AND LIFTING
INSERTS.
5.VERTICAL REINFORCEMENT SHALL RUN FULL HEIGHT UNLESS NOTED
OTHERWISE.
6.VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ARCH DRAWINGS.
7.DO NOT CUT OR DRILL ANY HOLES IN PANELS WITHOUT APPROVAL OF
ENGINEER UNLESS SHOWN OR INDICATED.
8.REINFORCING SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER PRIOR
TO PLACEMENT.
9.DO NOT SCALE PANEL ELEVATIONS. SEE ARCH DWGS FOR BUILDING
DIMENSIONS.
10.SLOPE TOP OF PANELS WHERE REQUIRED PER ARCH DRAWINGS.
11.SEE FOUNDATION PLAN FOR LOCATIONS OF PANELS.
12.UNLESS NOTED OTHERWISE, TILT-UP PANEL ELEVATIONS SHOW PANELS
VIEWED FROM INSIDE OF BUILDING LOOKING TOWARDS BUILDING EXTERIOR.
#5 SLAB DOWELS AT 24" O.C. SEE FOUNDATION DETAIL FOR REQ'D
OPENINGS (12" HOOK INTO PANEL)
(LEG MAY BE UP OR DOWN IN PANEL)
#5 SLAB DOWELS (PER NOTE 8) AT 8" O.C. AT PIER (3 MIN PER PIER). SEE
FOUNDATION DETAIL FOR REQ'D AT OPENINGS
FUTURE OPENING, RUN REINF ABOVE THRU OPENING.
NOT USED
#5 VERT AT 5" OC, CL PNL AND #5 HORIZ AT 16"OC
PIER: (3) #5 EACH FACE VERTICAL (6 TOTAL) EQ SPACED
PIER: (4) #5 EACH FACE VERTICAL (8 TOTAL) EQ SPACED
PIER: (5) #5 EA FACE VERTICAL (10 TOTAL) EQ SPACE
PIER: (6) #5 EA FACE VERTICAL (12 TOTAL) EQ SPACE
PIER: (7) #5 EA FACE VERTICAL (14 TOTAL) EQ SPACE
PIER: (8) #5 EA FACE VERTICAL (16 TOTAL) EQ SPACE
PIER: (9) #5 EA FACE VERTICAL (18 TOTAL) EQ SPACE
PIER: (10) #5 EA FACE VERTICAL (20 TOTAL) EQ SPACE
PIER: (11) #5 EA FACE VERTICAL (22 TOTAL) EQ SPACE
PIER: (12) #5 EA FACE VERTICAL (24 TOTAL) EQ SPACE
PIER: (13) #5 EA FACE VERTICAL (26 TOTAL) EQ SPACE
PIER: (14) #5 EA FACE VERTICAL (28 TOTAL) EQ SPACE
PIER: (15) #5 EA FACE VERTICAL (30 TOTAL) EQ SPACE
EF - EACH FACE
FOP-FACE OF PANEL
HK - HOOK
CL - CENTERLINE
X
1
2
3
4
5
6
7
8
9
11
12
13
14
15
16
18
20
19
17
ABBREVIATIONS AND SYMBOLS
#5 VERT AT 8" O.C. AT CL AND #5 HORIZ AT 16" O.C.
TYP REINF ABOVE AND BELOW OPNG #4 AT 18" O.C. VERT AT CL PNL W/ STD 180
DEG HOOK TOP AND BTM AT OPENINGS AND #5 AT 16" O.C. HORIZ.
(1) #5 x 4'-0" DIAG. (TYP) AT OPENING CORNERS (AT SMALL NARROW PIER, BEND
BAR TO FOLLOW EDGE OF PANEL).
(2) #5 AT BOTTOM CORNER
OF SINGLE MAT PANEL
(2) #5 AT EDGE OF PANEL. (GENERAL REQUIREMENT, IN DOUBLE MAT PIERS DO
NOT ADD EXTRA)
(2) #5 AT EDGE OF OPENINGS. VERTICAL RUN FULL HEIGHT. HORIZ RUN 30"
PAST EDGE OF OPENING, STD HK IF PIER LESS THAN 30"
AT PIERS PROVIDE #3 TIES AT 6" O.C. ADJ TO OPENINGS AND FOR 30" ABOVE
AND BELOW OPENING, 48" O.C. ELSEWHERE AND (1) TOP & BTM OF PIER. SEE
PANEL ELEV FOR TIGHTER TIE SPACING WHERE NOTED ON ELEVATION.
21
22
23
24
KEY NOTES
25
10
PANEL ELEVATION
1/8" = 1'-0"
1 PANEL ELEVATION
1/8" = 1'-0"
2
PANEL ELEVATION
1/8" = 1'-0"
3
Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:25 AM, lhiggins,
DWG To PDF.pc3
13141516171819206 7 8 9 10
9 1/4" THICK PANEL13 9 1/4" THICK PANEL14 9 1/4" THICK PANEL15 9 1/4" THICK PANEL16 9 1/4" THICK PANEL17 9 1/4" THICK PANEL18 9 1/4" THICK PANEL19 9 1/4" THICK PANEL20
25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"
SEE PANEL 10SEE PANEL 8SEE PANEL 8SEE PANEL 10SEE PANEL 8SEE PANEL 8SEE PANEL 8SEE PANEL OPP10
2122232425262710 11 12 13 13.5
9 1/4" THICK PANEL21 9 1/4" THICK PANEL22 9 1/4" THICK PANEL23 9 1/4" THICK PANEL24 9 1/4" THICK PANEL25 9 1/4" THICK PANEL26 9 1/4" THICK PANEL27
25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"28'-11
4"
SEE PANEL 8SEE PANEL 8SEE PANEL 8SEE PANEL 8SEE PANEL 8 SEE PANEL OPP10
1'-9"12'-0"9'-2"3'-4"
1'-101
4"
2 1
2
15 13
MATCH
SPACING
MATCH
SPACING
24'-0" AFF
12'-0" AFF
4
S6.15
5
3
TYP
6
7
9 8
7
6
7
9
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg
INTERIOR PANEL
ELEVATIONS
S5.2
----
PANEL ELEVATION
1/8" = 1'-0"
1
PANEL ELEVATION
1/8" = 1'-0"
2
Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:29 AM, lhiggins,
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28 29
B A
7 1/4" THICK PANEL28 7 1/4" THICK PANEL29
35'-0"15'-03
4"71
4"71
4"
SEE PANEL 1 SEE PANEL 1
24'-0" AFF
12'-0" AFF
4
S6.1
24'-0" AFF
12'-0" AFF
3
S6.1 30313213.5 14 15
7 1/4" THICK PANEL30 7 1/4" THICK PANEL31 7 1/4" THICK PANEL32
25'-3"28'-3"
12'-8"
SEE PANEL 1 SEE PANEL 1
24'-0" AFF
12'-0" AFF
3
S6.1
24'-0" AFF
12'-0" AFF
3
S6.1
4
12 12
3
TYP
6
5
5
7
7
WHERE PANELS
OVERLAP NO SLAB
TO PNL DOWELS ON
OUTSIDE PANEL
8 8
4
5
6
14
MATCH
SPACING
333435363738394041424344A B C D E
9 1/4" THICK PANEL33 9 1/4" THICK PANEL34 9 1/4" THICK PANEL35 9 1/4" THICK PANEL36 9 1/4" THICK PANEL37 9 1/4" THICK PANEL38 9 1/4" THICK PANEL39 9 1/4" THICK PANEL40 9 1/4" THICK PANEL41 9 1/4" THICK PANEL42 9 1/4" THICK PANEL43 9 1/4" THICK PANEL44
38'-2"23'-9"
9'-0"
2'-0"3'-4"3'-8"
23'-9"23'-9"23'-9"23'-9"
9'-0"
2'-0"3'-4"3'-8"
23'-9"23'-9"
SEE PANEL 34 SEE PANEL 34 SEE PANEL 34 SEE PANEL 39 SEE PANEL 34 SEE PANEL 37 SEE PANEL 34
7'-33
4"
2'-6"8'-0"2'-6"8'-0"2'-9"8'-0"2'-6"
24'-0" AFF
12'-0" AFF
3
S6.1
1
5
5
5
5
4 4
8
WHERE PANELS
OVERLAP NO SLAB
TO PNL DOWELS ON
OUTSIDE PANEL
SEE PANEL OPP39
2
13 14
5
7
9
7
9
3
TYP
6
5
14
3
TYP
6
2
MATCH
SPACING 5
5
5
1
4
AT DOWNSPOUT/ OVERFLOW
ADD #4 U-BARS, HOOK BARS
AT PANEL EDGE. ONE ABOVE
AND BELOW OPENING
24"
AT DOWNSPOUT/
OVERFLOW IF AT
WALL PIER, ADD #3
ABOVE AND BELOW
14
3
TYP
2
17 14
2
6
8 8
5
5
7
7777
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg
INTERIOR PANEL
ELEVATIONS
S5.3
----
PANEL ELEVATION
1/8" = 1'-0"
2PANEL ELEVATION
1/8" = 1'-0"
1
PANEL ELEVATION
1/8" = 1'-0"
3
Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:32 AM, lhiggins,
DWG To PDF.pc3
44454748495046F5.5F4.0F4.0F4.0E F G H
9 1/4" THICK PANEL44 9 1/4" THICK PANEL45 9 1/4" THICK PANEL46 9 1/4" THICK PANEL47 9 1/4" THICK PANEL48 9 1/4" THICK PANEL49 9 1/4" THICK PANEL50
23'-9"23'-9"23'-9"
9'-0"
2'-0"3'-4"3'-8"
29'-0"
SEE PANEL 44 SEE PANEL 34 SEE PANEL 37 SEE PANEL 48 SEE PANEL 34
2'-6"8'-0"2'-9"8'-0"2'-6"2'-6"9'-6"5'-0"9'-6"2'-6"
24'-85
8"91
4"
33'-3"
2'-6"9'-6"5'-0"9'-6"6'-8"
14
3
TYP
2
17 14
2
6
8
5
5
7
2 2
3
TYP
515 20 15 17
18
3
TYP
77
6
6
7
7 7
5
8
7
6" OC
FULL
HEIGHT
5
S4.4
5
S6.1
PANEL SUPPORT
COLUMN PER PLAN 5253F5.5F5.515 14
9'-6"29'-0"
9 1/4" THICK PANEL52 9 1/4" THICK PANEL53
SEE PANEL 48
9 1/4" THICK PANEL51
SEE PANEL 34
5
S4.4
6
S6.1
7
6" OC FULL
HEIGHT
PANEL SUPPORT
COLUMN PER PLAN
5354555657585960616214 13.5 13 12 11 10
29'-0"29'-0"
12'-0"
22'-6"
6'-8"3'-4"2'-0"
25'-0"25'-0"22'-6"22'-6"25'-0"
9'-0"
3'-8"3'-4"2'-0"
9 1/4" THICK PANEL53 9 1/4" THICK PANEL54 9 1/4" THICK PANEL55 9 1/4" THICK PANEL56 9 1/4" THICK PANEL57 9 1/4" THICK PANEL58 9 1/4" THICK PANEL59 9 1/4" THICK PANEL60 9 1/4" THICK PANEL61 9 1/4" THICK PANEL62
SEE PANEL 34SEE PANEL 34SEE PANEL 39SEE PANEL 34SEE PANEL 48SEE PANEL 48 SEE PANEL OPP37SEE PANEL OPP39 SEE PANEL OPP39
2
8
1
5
5
54
3
TYP
6
7
7
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg
INTERIOR PANEL
ELEVATIONS
S5.4
----
PANEL ELEVATION
1/8" = 1'-0"
1 PANEL ELEVATION
1/8" = 1'-0"
2
PANEL ELEVATION
1/8" = 1'-0"
3
Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:35 AM, lhiggins,
DWG To PDF.pc3
6364656667686970717210 9 8 7 6
25'-0"22'-6"22'-6"25'-0"25'-0"22'-6"22'-6"25'-0"
9'-0"
3'-8"3'-4"2'-0"
9'-0"
2'-0"3'-4"3'-8"
9 1/4" THICK PANEL63 9 1/4" THICK PANEL64 9 1/4" THICK PANEL65 9 1/4" THICK PANEL66 9 1/4" THICK PANEL67 9 1/4" THICK PANEL68 9 1/4" THICK PANEL69 9 1/4" THICK PANEL70 9 1/4" THICK PANEL71 9 1/4" THICK PANEL72
SEE PANEL 39SEE PANEL 34SEE PANEL 37SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL OPP39 SEE PANEL OPP37
737475767778798081F4.0F4.06 5 4 3 2.5
25'-0"22'-6"22'-6"25'-0"25'-0"22'-6"16'-6"
9'-0"
2'-0"3'-4"3'-8"
12'-0"
2'-0"3'-4"6'-8"
9 1/4" THICK PANEL73 9 1/4" THICK PANEL74 9 1/4" THICK PANEL75 9 1/4" THICK PANEL76 9 1/4" THICK PANEL77 9 1/4" THICK PANEL78 9 1/4" THICK PANEL79 9 1/4" THICK PANEL80 9 1/4" THICK PANEL81
SEE PANEL 34SEE PANEL 39SEE PANEL 34SEE PANEL 37SEE PANEL 34SEE PANEL 39
4'-6"9'-6"2'-6"
8'-0"
SEE PANEL OPP39 SEE PANEL OPP55
2
3
TYP
10
S6.1
HSS 8x6x3/8" FLAT
HSS 8x6x3/8" FLAT
18
15
5
9
5
6
6
9
S6.1
9
S6.1
9
S6.1
9
S6.1
7
7
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg
INTERIOR PANEL
ELEVATIONS
S5.5
----
PANEL ELEVATION
1/8" = 1'-0"
1
PANEL ELEVATION
1/8" = 1'-0"
2
Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:38 AM, lhiggins,
DWG To PDF.pc3
1 828384F4.0 F4.0 F4.0
F
4
.
0
5
9 1/4" THICK PANEL82 9 1/4" THICK PANEL83 9 1/4" THICK PANEL84H21
SEE PANEL 48
33'-75
8"14'-6"33'-31
8"
7'-15
8"9'-6"5'-0"9'-6"2'-6"2'-6"9'-6"2'-6"2'-6"9'-6"5'-0"9'-6"6'-91
4"
SEE PANEL OPP82
10
S6.1
2
2
20 20 15
3
TYP
15 15 10
S6.1
3
TYP
5
5 5
6
8
7 7 7 7
6
6
8 8
3
TYP
908988878685
G F E
9 1/4" THICK PANEL85 9 1/4" THICK PANEL86 9 1/4" THICK PANEL87 9 1/4" THICK PANEL88 9 1/4" THICK PANEL89 9 1/4" THICK PANEL90
17'-71
4"21'-10"22'-4"23'-9"23'-9"
9'-0"
3'-8"3'-4"2'-0"
SEE PANEL 83
5'-0"
2'-6"2'-6"9'-6"9'-6"3'-1"3'-4"3'-5"3'-01
4"6'-4"3'-01
4"6'-4"
10
S6.1
SEE PANEL OPP37 SEE PANEL OPP39 SEE PANEL OPP89
4
1 2
8
3
TYP
6
5
5
5
14
MATCH
SPACING
7
7
10099989796959493929190 101
E D C B A
9 1/4" THICK PANEL90 9 1/4" THICK PANEL91 9 1/4" THICK PANEL92 9 1/4" THICK PANEL93 9 1/4" THICK PANEL94 9 1/4" THICK PANEL95 9 1/4" THICK PANEL96 9 1/4" THICK PANEL97 9 1/4" THICK PANEL98 9 1/4" THICK PANEL99 9 1/4" THICK PANEL100 9 1/4" THICK PANEL101
23'-9"23'-9"23'-9"23'-9"23'-9"23'-9"23'-9"23'-9"13'-9"
9'-0"
3'-8"3'-4"2'-0"
9'-0"
3'-8"3'-4"2'-0"
8'-1"
SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL 34SEE PANEL 39
5'-0"5'-0"
6'-4"
SEE PANEL OPP89 SEE PANEL OPP37 SEE PANEL OPP39 SEE PANEL OPP39 SEE PANEL OPP37
24'-0" AFF
12'-0" AFF
3
S6.1
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg
INTERIOR PANEL
ELEVATIONS
S5.6
----
PANEL ELEVATION
1/8" = 1'-0"
2PANEL ELEVATION
1/8" = 1'-0"
1
PANEL ELEVATION
1/8" = 1'-0"
3
Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:41 AM, lhiggins,
DWG To PDF.pc3
50F4.0F5.5F4.0F4.0F4.0H
HSS 8x6x3/8" FLAT
HSS 8x6x3/8" FLAT
7
S6.1
7
S6.1
9
S6.1
9
S6.1
8
S6.1
AT INTERIOR
COL
TILT PANEL
SUPPORT
COLUMN, NOT
AT SIM 515253F5.5F5.515 14
9'-6"
HSS 8x6x3/8" FLAT
HSS 8x6x3/8" FLAT
7
S6.1
7
S6.1
7
S6.1
7
S6.1
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: January 25, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg
ENTRANCE
FRAMING
ELEVATIONS
S5.7
----
WEST ENTRANCE INTERIOR ELEVATION
1/8" = 1'-0"
2SOUTH ENTRANCE INTERIOR ELEVATION
1/8" = 1'-0"
1
Q:\2020\2200672\20_STR\CAD\2200672S-50.dwg, 5/5/2022 11:58:44 AM, lhiggins,
DWG To PDF.pc3
SECTION
1 1/2" = 1'-0"
1 SECTION
1 1/2" = 1'-0"
4SECTION
1 1/2" = 1'-0"
2 SECTION
1 1/2" = 1'-0"
3
3/4" REVEAL, TYP UNO ON PNL ELEV
LOCATE OFFSET FROM REVEAL
(2) MIN PER PANEL EDGE AT CORNERS
4"11
2"
TYP5/16
1
1
PL 3/8" x 6"x 0'-6"
CLR
2"TYPICAL
AND CAULKING
BACKER ROD
6"
51/4
A706 REBAR
W/ #5 x 5'-6"
BAR 3/8 x 2 1/2 x 0'-5"
INTERIOR FACE
TYPICAL OUTSIDE CORNER CONNECTION
["
INSIDE FACE(2) #5 AT PNEL EDGE
45°
3/4" CHAMFER, TYP
IN LIEU OF TYP HORIZ REINF
TIES PER PANEL ELEVATION
1" CLR TO VERTICAL
TYP AT INSIDE FACE
TYPICAL VERTICAL EDGE REINFORCEMENT
AT CL OF WALL
TYP VERT REINF
REINFORCEMENT
TYPICAL HORIZ.
NUMBER OF VERT REINF
BARS PER PANEL ELEV
(2) #5 VERT TYP
AT PANEL EDGE
(1) #5 x4'-0" AT
EA PLATE
UNLESS IN PIER
WITH TIES
1 12" CLR TO VERT BAR
TYP AT REVEAL
(ONCE WELDED, CORNER TILT BRACES MAY BE REMOVED)
PL 3 8" x 4" x 0'6" W/
(2) 12" DIA x 5" W.H.S.
AT 4" O.C.
PANEL CONT AT
SIM
TYPICAL INSIDE CORNER CONNECTION
11
2"
1
1
PL 1/4" x 2" x 0'-5"
45°
A706 REBAR
6"
L 2 x 2 x 3/8 x 0'-6" W/ #5 x 6'-6"
INTERIOR FACE
INTERIOR FACE3/16 4
PANEL TO PANEL CONNECTION
3/4"
6"CL PANEL45°
51/4
L 2 x 2 x 1/4 x 0'-5"
INTERIOR FACE
11
2"
(2) #5 VERT WHERE SHOWN
ON ELEVATION
(2) MIN PER PANEL EDGE AT CORNERS
(ONCE WELDED, CORNER TILT BRACES MAY BE
REMOVED)
5SEE
FOR
CALLOUTS
IN COMMON
5/16 TYP
5/16 TYP
3/4" CHAMFER TYP
AT EXPOSED EXT
CORNERS
BACKER ROD AND
CAULKING TYPICAL
L 2 x 2 x 3/8 x 0'-6" W/ #5 x 3'-6"
A706 REBAR
(2) MIN BETWEEN PANELS ALONG GRIDS
A, AND O TYPICAL
SECTION
1 1/2" = 1'-0"
5
4"4"4"4"
11
2"
3"
5
-
SPACE AT 3'-0"OC
TO ROOF SHTG
1/4
TYP
REBAR
EMBED (2) PL 3
4"x9 1
4"x9 1
4" (BEVEL TO
MATCH EXTERIOR CHAMFER STRIP W/ (3)
#5 x 4'-0" A706 ANGLED BARS AND (2) #5 x
2'6" VERTICAL BARS AT 4" GAGE
5/16
2"2"30°1
2" ELASTAMERIC
BEARING PAD
EMBED (2) PL 3
4"x9 1
4"x9 1
4" (BEVEL TO
MATCH EXTERIOR CHAMFER W/ (3) #5 x
4'0" A706 ANGLED BARS AND (2) #5 x 2'6"
VERTICAL BARS AT 4" GAGE
SECTION
1" = 1'-0"
61'-6"PLAN
1" = 1'-0"
7 PLAN
1" = 1'-0"
8
1/4
TAB TO COL
(FIELD WELD OK)
1
4" CLR
1"TAB PL 5
8"x1 1
2"x0'-6" AT CL COL
COPE BACK TOP OF GIRT 1
2"
AND NOTCH INSIDE FACE TO
ALLOW GIRT TO SLIP OVER
TOP OF TAB
1/4 4
PLAN
1" = 1'-0"
9
FOR CALLOUTS
IN COMMON
SEE 7
-
GIRT TO
TAB
HSS 8x8 CORNER COL PER FDN
PLAN
HSS 8x6 GIRT PER
ELEVATION
HSS 8x6 GIRT PER
ELEVATION
HSS 8x6 GIRT PER
ELEVATION
HSS 10x10 BLDG COL
PER FDN PLAN
(2) KNIFE PL 3
8"x4"x0'6",
CENTER ON FACE OF
GIRT
1/4
3/16
KNIFE TO
COL
EMBED PL 3
4"x6"x0'-9 1
4"
BEVEL EDGE TO
MATCH CHAMFER. (2)
5
8"Øx6" WHS AT 4"
GAGE AT CTR
PLAN VIEW
1 1/2"= 1'-0"
EXTERIOR
TYPICAL ANGLED PANEL
PLAN VIEW
1 1/2"= 1'-0"
LAP PER PNL ELEV
BACKER ROD
AND CAULKING
TYPICAL BOTH
FACES
TYPICAL PANEL LAP
PLAN VIEW
1 1/2" = 1'-0"
12
TYPICAL TOP AND BOTTOM ALL OPENINGS ABOVE SLAB
#3 TIES W/ STD 180 HOOK,
SPACE AT 6"OC AT OPENING,
ALT BTM HOOK (NOT REQ
BELOW GRADE)2'-3"(NOT REQ AT TOP OF PANEL)
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
MS/PM
IRG GREENLINE
BUILDING B
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
20.0003368.000
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
ISSUED FOR PERMIT 1/29/2021
CITY COMMENTS 5/6/2022
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THEPROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIPRIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECTIDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FORREPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANYOTHER PROJECT.NOTICE:1
DATE: January 24, 2021 FILENAME: Q:\2020\2200672\20_STR\CAD\2200672S-60.dwg
PANEL DETAILS
S6.1
----
Q:\2020\2200672\20_STR\CAD\2200672S-60.dwg, 5/5/2022 11:58:52 AM, lhiggins,
DWG To PDF.pc3