Plans (7) BUP2004 - 00297
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typical) Simpson LS7749 strapsZ
between first and second levels g/8�� gypsum board Over =s _
impermeable vapor barrier z Y _Z
2x6 stud wall, R18 insulation
3.5"x71-7/8" microllom W W
7/�6- OSB Z
t5 y l 7–%8" T&G deck ? stucco 3 Z
TJl L65 20" joists glue–nailed floor 1 _ W
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1" rigid insulation to
20" joists
2x6 stud wall DF no. 1 I I W o zo _
1—/4 Timberstrand rim 00
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2x6 top plates f D
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2x6 stud wall J� w
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f2)Scale: 1/8" = 1 '-0" SECTION (D
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2x8 stud wall DF no. 1
SCALE: 3/4' = 1'0" �
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is TJW series 20" joists with glue nailed floor W
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5.25"x11.25" Parallam column
_—,.11.875"x7"
Parallam.
2x6 stud wall column
DF no. 13.5"x11-7/8" microllom TJW series 20" joists withglue–nailed floor
' 1.75"x11-7/8" microllom
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2x6 stud wall DF no. 1
ba/cony 1 v
enders over J
these windows only
24F g/uloms 5 1/8"x12"
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2x8 stud wall –
5/8" gypsum board over Q
DF no. 1
(full–height area only) impermeable vapor barrier a
0 2x6 stud wall, R18 insulation V
r� 7/6" �.L.
OSB
1–%8" T&G deck stucco C)
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1" rigid insulation
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20" joists
1–%4" Timberstrand rim Y
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2x6 top plates —/ 2x6 stud wall, R18 insulation
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6x6 DF no. 1 11.875"x7" Parallam column
TJI/L65 20" joist glue–nailed floor � SECTION 6 �
2x8 stud wall DF no. 1 � 3 � F
all second floor joists ore spaced @ 24" o.c. w w
2x4 stud wall and 2x6 ceiling rafters @ 24" o.c. for restrooms SCALE: %" = 1'�" ❑ a
(� for stair balustrade details, refer to balcony balustrade details 4
provide 5 1/8" x 24" g/u/om beam supported by 6x6 DF no, 1 columns
SECOND FLOOR FRAMING PLAN
provide simpson HGLT5 at the 5 1/8" x 24" glu/am and
11.875" x 16" porallom column
SCALE: %g' = 1'0" provide simpson HD6A at the floor connection o
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PROJECT NO. 03-500.07
DRAWING FILE FRAMING-4.DWG
SHEET 9
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227'-0' ow point at scupper 226'-8'
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2x6 wall stud
reference: simpson PHD 2-SDS3 @ 48" o.c. a
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4" thick concrete slab W
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with # 3 rebars @ 18"" oc each way W
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_ 3"" 6" compacted structural
backfills tib 0
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6" compacted structural backfill �� Z.s _ M
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3@ # 5 bars 41 0
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# 4 @ 16" o.c. EL
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ont/nuity strap 2
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11.875 x7" Parallam column LL
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227'-3' stud wall @ 24" o.c. —
simpson PHD 2-SDS3 @ 48" o.c.12 i
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5.25x 11.25" Parallam column
4" thick concrete slab 1" 4'" concrete walkway
227.-5. ;; 2x6 stud wall DF no. 1 hear panels (typ.) with # 3 rebars @ 18" oc each way � � y
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T✓l�ft90 11—�/B' Ia%St ,a'e °. . . ^
6" compacted structural backfill 3,
low point of per 226'-8' 4 a
3 @ # 5 continuous bars 6" compacted
continuity brace--,,, 2275" # 4 @ 12 o.c.
structural backfill
6 3/4" x 12" 24F glulam 2" polystyrene
connect through main J
beams with angle plates, 3 insulation (R-16) a
4 O 1" bolts each way Y
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10 3 SECTION U
SCALE: 3/4" = 1'0" U_
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cut and
bent to
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h/yh point 228'-0'
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227'-7"
11.875'x7" Parallam columnall roof joists are T✓11165 except as noted F N
1225"x31.50' 24F-V4 DF 2x6 stud wall OF no. 1 all roof joists are spaced ® 24" o.c. s 3" spaces = 1'-6" u
16W"' Parallam column all roof sheathing is OSB w w
10 8d nails ® 4" o.c. at pane/ edges o
1 ROOF FRAMING PLAN 8d nails ® 12" a.c. in field
SCALE: %8" = 1'0"
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10 CONTINUITY STRAPS
PROJECT NO. 03-500.07
4 6 ga A36 steel DRAWINGFILE Struct2-1.dwg
SCALE: 1/4" = 1'o" SHEET 10
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Scale: 1 /8" = 1 '-0"
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hear panels (typ-)
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FREWINC; STREET 1 SHEAR PANEL LOCATIONS
SCALE: Y8 ff 1'0"
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PROJECT NO. 03-500.07
DRAVIAWFILE Stmct2-1.dwg
SHEET 17
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STC28 MSTC28
22•- " SHEAR WALL 17'-11 3/4" SHEAR WAL a
TIE DOWN TIE DOWN Z [7
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1 $ DETAIL aired HDUII aired HDU11
1shear wall shear wall
SCALE: 1/811 = 1'0" tie-down tie-down
SOUTHWEST EL E VA TION from ERE VVI N G S TREE T
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21'-81/20 SHEARSTC2SWALL 18'-6'
SHEARSWALL
TIE DOWN TIE DOWN Q
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aired HDU11 1 " DETAIL aired HDU11 w
shear wall 2 shear wall _
tie-down tie-down = _
SCALE: 3/4" = 1'0" U
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NOR TH WES T ELEVA TION from HIGH WA Y 99. °
SHEAR PANEL NAILING SCHEDULE F
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7/16 " OSB
8d nail 3" o. c. at edges
12 o. c. in field
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PROJECT Na. 03-500.07
DRAW GFILE Structt-t.dwg
SHEET 1
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35'-1 1/16" 35'-1 1/16" J W
Wor 1W
226.67
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226.67 226.67 -4& W
Shear wall to
tie down O
Shear wall MS (typ.)
wal
213.67
Stie down) tie down W O z��� C, M
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MSTC28 (typ.) MSTC28 (typ.) 213.67 a 0 I y o
2� 0 v W
--B 213.67 -® �/�� X
Sheathing on W
both sides
of this panel
Sheor wall N�/ U)
tiedown LL z
HDU4 (typ.) Q O
W F-
Achor bolts Achor bolts Q
48" O.C. (typ.)
48" O.C. (typ.) W W
Ow
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20 20 BUILDING SECTION 20 BUILDING SECTION ~ z
BUILDING SECTION 2 3 z Q
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35'-1 1/16" 35-1 1/16"
226.67 226.67 226.67
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Shear wall Shear wall W
Shear wall tie down tie down
tie down
MSTC28 (typ.)own MSTC28 (typ.)
213.67 Y
MSTC28 (typ.)
213.67 213.67 Q
U
LL
Sheathing on
both sides U
of this panel Q
a
I-R
-16 perimeter insulation
Shear wall
tiedown
Y
HDU4 (typ.) Achor bolts = _
Achor bolts
48" O.C. (typ.) 48" O.C. (typ.) o =
� 4
2020 BUILDING SECTION 20
4 BUILDING SECTION BUILDING SECTION 5 6
QM
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SHEAR PANEL NAILING SCHEDULE °
7/16 OSB CD
01 1
8d nail 3" o. c. at edges o p
12 o. c. in field
d
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PROJECT NO. 03-500.07
DRWANG FILE Stmct2-1.dwg
SHEET 20