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;TING REINFORCED
ICRETE TILT -UP WALL
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TRIMMER STUDS FOR WOOD WALL OPENINGS
ALONG GRID B ARE TO BEAR DIRECTLY ON 6"
SLAB ON GRADE. THE CONTRACTOR IS TO
VERIFY THAT THE SLAB ON GRADE IS A MIN. OF
6" THICK PER IBC 2015 SECTION 1809.7. IF SLAB
THICKNESS IS LESS THAN 6", THE SLAB WILL
NEED TO BE CUT AND REMOVED AND A NEW
THICKENED SLAB WILL NEED TO BE POURED
UNDER THE TRIMMER STUDS. CONTACT THE
STRUCTURAL ENGINEER.
i
EXISTING REINFORCED
CONCRETE TILT -UP WALL
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THICKNESS IN FIELD. IF WALL \ , �p-� I F5
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FOOTING SIZES UNDER THESE 6XsX
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TYP @ 1 I FC2 IFOOTING & FOUNDATION NOTES
CARPORT S203 353.03
1. SEE SHEET S001 FOR GENERAL STRUCTURAL NOTES.
2. ALL FOOTINGS SHALL BE PLACED ON SOIL WHICH HAS BEEN PREPARED FOR THE BEARING PRESSURE
SHOWN IN THE STRUCTURAL NOTES
FOOTING & FOUNDATION PLAN A
SCALE: 1/8" = V-0" S 101
3. VERIFY ALL DIMENSIONS WITH DRAWINGS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOUND.
4. SEE SHEET S002 FOR FOOTING SCHEDULE.
5. PROVIDE DOWELS IN FOOTINGS / FOUNDATIONS TO MATCH VERTICAL WALL REINFORCING U.N.O.
6. SEE SHEET S201 FOR TYPICAL FOOTING AND FOUNDATION DETAILS.
7. ALL EXTERIOR WALL FOOTINGS TO BEAR A MINIMUM DIMENSION BELOW EXTERIOR GRADE AS NOTED
IN GENERAL STRUCTURAL NOTES.
8. FOUNDATION WALLS ARE DESIGNED AND DETAILED FOR THE COMPLETED CONDITION. CONTRACTOR
IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. BACKFILLED WALLS SHALL BE
ADEQUATELY BRACED DURING CONSTRUCTION AND BACKFILLING TO PRODUCE PLUMB AND TRUE
FINISHED WALLS.
9. ALL ANCHORS, HOLD-DOWNS, ANCHOR BOLTS, DOWELS, EMBEDDED ITEMS, ETC. SHALL BE HELD IN
PLACE PRIOR TO AND DURING CONCRETE AND/OR GROUT PLACEMENT.
10. COORDINATE ALL FOOTING DEPTHS (INTERIOR AND EXTERIOR) WITH DRAINS, CONDUITS, ETC. THAT
MAY INTERFERE WITH FOOTINGS.
11. UNLESS NOTED OTHERWISE, ALL FOUNDATION WALLS TO BE 8" THICK. SEE STRUCTURAL NOTES FOR
REINFORCING.
12. SEE DETAIL 5/S207 FOR CP-1 SIZE AND REINFORCING.
CONCRETE SLAB NOTES :
1. SLAB ON GRADE SHALL BE 6" THICK REINFORCED CONCRETE U.N.O. SLAB SHALL BE UNDERLAIN BY
FREE DRAINING MATERIAL AS PRESCRIBED IN THE SOILS REPORT.
2. SEE SHEET S201 FOR CONTROL AND CONSTRUCTION JOINT INFORMATION.
265 Winslow Way East
Suite 202D
Bainbridge Island
Washington 98110
telephone
206 842 1253
e-mail
frank@3rkarchitecture.com
CONSULTANTS:
0
ENGINEERS
structural consultants
1594 W. Park Cir. Ogden, Utah 84404
ph. 801.782.6008 4. 801.782 . 4656
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ISSUE DATE:01/31/19
SIMM ORM
1 CITY REVIEW 04/05/19
2 OWNER REVISION 07/11/19
5 OWNER REVISION 03/18/20
6 OWNER REVISION 05/15/20
REVIEW SET
S101
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PROVIDED FOR NEW WALL, CONTRACTOR EAM AN D
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10
S207 /
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EXISTING 2x JOIST. SISTERED
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SECOND FLOOR & CANOPY FRAMING PLAN A
SCALE : 1/8" = V-0e S 102
WOOD FLOOR FRAMING NOTES:
1. FOR FLOOR SHEATHING AND NAILING REQUIREMENTS, SEE STRUCTURAL NOTES ON SHEET
S001.
2. — — —INDICATES SIMPSON STRAPS. CENTER OVER TOP PLATE WITH JOISTS AND / OR 2x FLAT
BLOCKING BELOW. SEE SCHEDULE.
3. SEE STRUCTURAL NOTES FOR REQUIRED DECK AND ATTACHMENTS.
4. CONTRACTOR SHALL ERECT AND MAINTAIN ADEQUATE TEMPORARY BRACING UNTIL ALL FLOOR
FRAMING AND DECK ATTACHMENTS ARE COMPLETE.
265 Winslow Way East
Suite 202D
Bainbridge Island
Washington 98110
telephone
206 842 1253
e-mail
frank@3rkarchitecture.com
CONSULTANTS:
ENGINEERS
structural consultants
1594 W. Park Cir. Ogden, Utah 84404
ph. 801.782.6008 4. 801.782 . 4656
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ISSUE DATE:01/31/19
REVISIONS:
1 CITY REVIEW 04/05/19
2 OWNER REVISION 07/11/19
5 OWNER REVISION 03/18/20
6 OWNER REVISION 05/15/20
REVIEW SET
S102
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SEE ROOF
,> ....
DECK SCHED.
BENT PL. - SEE 1/S204
EXIST. Z PURLIN
EXIST. W BEAM
EXIST. HSS COLUMN
& CAP PL.
DETAIL
SCALE: NONE
ROOF DECK - SEE SCHED.
FOR SIZE & ATTACHMENT
ROOF JOIST - SEE PLAN
SEE TYP SCHED. FOR
BEAM CONNECTION
NEW W BEAM - SEE PLAN
I
NEW HSS 6 x 6 x 1/2" x REQ'D
W/ CAP AND BOTTOM PLATE
1 /+I 6"
BENT PL. - SEE 1/S204
ROOF DECK - SEE SCHED.
FOR SIZE & ATTACHMENT
OI I I
01 I I
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SEE SCHED. FOR BEAM
CONNECTION
W BEAM SEE PLAN A
DETAIL
SCALE: NONE
ROOF DECK - SEE SCHED.
FOR SIZE & ATTACHMENT
1
S205
STEEL STUDS - SEE 7/S204
5
S205
(2) ROWS OF #12 SCREWS
@ 6"o.c. STAGGERED
TOP TRACK - SEE
STRUCT.NOTES
BENT PL. - SEE 7/S204 /
STEEL STUD - SEE BENT PL. -SEE 7/S204
STRUCT.NOTES /
WALL SHEATHING - SEE
362S162-43 BRACE @ 48"o.c. / / STRUCT.NOTES
f MAX. ALTERNATE BRACE /
DIRECTION EACH BRACE 1 MAX / / (4) #12 TEK SCREWS @
1 EACH STUD INTERSECTI
BOTTOM TRACK - SEE
STRUCT.NOTES
NOTE: COORDINATE DEFLECTION
CONNECTION @ TOP OF WINDOW WINDOW SYSTEM -SEE CH
W/ WINDOW SYSTEM MANUF.
DETAIL 8
SCALE : NONE �2O
5/8" DIA. THREADED ROD @
12"o.c. INSTALL W/ HILTI HIT-HY
200 W/ MIN 5" EMBED. Z
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EXIST. CONCRETE WALL
3/8" STIFFENER
PL.s @ 24"o.c.
O
NOTE: EDGE OF BEAM
FLANGE TO BE 1/4" MAX.
FROM EXISTING
CONCRETE WALL. BEAM
CENTERLINES NEAR GRID
C SHALL BE IN LINE.
DETAIL
SCALE : NONE
SEE ROOF DECK
SCHED.
BENT PL. - SEE 1/S204
HSS BLOCKING - SEE
DETAIL 6/S204
ROOF DECK - SEE SCHED.
FOR SIZE & ATTACHMENT
W BEAM - SEE PLAN
SEE SCHED. FOR BEAM
CONNECTION
1 /4 I / 2"-12"
L8 x 6 x 3/8 x CONT. (LLV) W/ (2)
ROWS OF 5/8" THREADED RODS
@ 12"o.c. INSTALL W/ HILTI HIT-HY
200 W/ MIN 5" EMBED.
2
S205 L
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3/4" STIFFENER PL.
1 MAX °
7/8" x 16" x REQ'D
BENT PL. 2
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W/ HILTI HIT-HY 200 EPDXY
W/ 6" MIN EMBED.
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STIFFENER PL.
(4) 3/4 DIA. THRU BOLTS
SECTION A SECTION B
DETAIL
SCALE : NONE
EXISTING CONCRETE WALL -
FIELD VERIFY
DETAIL
SCALE : NONE
DETAIL
SCALE : NONE
5/8" DIA. THREADED ROD @
24"o.c. W/ HILTI HIT-HY 200
W/ 5" MIN EMBED. ROOF DECK - SEE SCHED.
FOR SIZE & ATTACHMENT
STIFFENER PLATE EA. SIDE - _
�SEE ROOF DECK SEE STRUCTURAL NOTES
SCHED.
ROOF DECK - SEE SCHED.
FOR SIZE &ATTACHMENT
SEE 2/S204 FOR BOLT INFO
12" MAX
1 1/2"
ROOF JOIST - SEE PLAN
a a
J L \
—n, EXIST. CONCRETE WALL
1'- 0" OR DEPTH OF
BEAM (MIN.) U.N.O.
SEE PLAN
1/2" I'I 1 1/2"
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PL. x 7" WIDE
(BOTH SIDES OF BEAM
WEB) SHIM AS REQ'D
FOR FLUSH SURFACE 265 Winslow Way East
CONTACT
1/2" GAP (MAX.) Suite 202D
W BEAM - SEE PLAN Bainbridge Island
Washington 98110
telephone
206 842 1253
e-mail
frank@3rkarchitecture.com
3/4"0 BOLTS -
/ SEE SCHEDULE FOR
QUANTITY PER SIDE
I
I � 1/4 TYP
3/4" CAP PLATE
AS REQ'D
HSS COLUMN - SEE PLAN
3 L BEAM TO BEAM (BOLTED
S2O5 SCALE: NONE
ARCHITECTURAL
SLANTED COLUMNS -
SEE ARCH
ROOF DECK - SEE SCHED. SEE TYP SCHED. FOR
FOR SIZE & ATTACHMENT BEAM CONNECTION
W BEAM - SEE PLAN W GIRDER - SEE PLAN
W BEAM SEE PLAN
SEE 2/S204 FOR BOLT INFO 1 1/2" 1 1/2"ff
1 \ 1 1/2"
1/4
ROOF JOIST - SEE PLAN.
ROOF JOIST TO BEAR
TYP 3 SION GIRDER
1/4 \
3/4" CAP PLATE TYP
AS REQ'D �� � � 1/4
HSS COLUMN SEE PLAN ARCHITECTURAL
SLANTED COLUMNS -
SEE ARCH
W BEAM -SEE PLAN BEAM TO BEAM(BOLTED) 7 PLO TE - SEE ROOF
UBLE 2x WALL OP
SEE TYP. SCHED. FOR SCALE NONE Sr,05 FRAMING NOTES
BEAM CONNECTION JLL
CRIPPLE STUDS
7/8" x 12" x V-0" END PL. (WHERE OCCURS)
WOOD STUDS ABOVE
HEADER (WHERE OCCURS) -
SEE DETAIL 11/S205
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WOOD HEADER - SEE PLAN
SIMPSON HUC212-3 W/ (16) 1/4" DIA.
x 1 3/4" CONRETE TITAN 2 SCREWS,
OR EQUIVALENT
9
S205
NEW 2x BLOCKING
BETWEEN EXISTING
JOISTS ALONG W BEAM —
1/4" CAP PLATE x REQ'D
DETAIL
SCALE : NONE
EXISTING FLOOR
SHEATHING
EXISTING 2x JOIST -
FIELD VERIFY
SIMPSON A34 AT
EACH JOIST
WOOD PLATE - SEE
DETAIL 9/S203
W BEAM - SEE PLAN
BEAM CONNECTION -
SEE TYP. SCHEDULE
HSS COLUMN - SEE PLAN
SIMPSON LCE4
POST CAP - TYP.
EACH SIDE
HEADER BEAM -SEE
TRIMMER STUDS -
SEE SCHEDULE
KING STUDS -
SEE SCHXDULE
o
NOTE: THIS DETAIL IS BASED ON STUDS
BEING SUPPORTED BY A FLOOR OR ROOF
AT NO MORE THAN 10'-0"o.c. CONTACT
ENGINEER IF EXISTING CONDITIONS VARY.
OPENING SIZE KING STUDS TRIMMER STUDS
UP TO 10'-0" (2) 2x4 (2) 2x4
10 D E�T-�
S2O5 SCALE : NONE
4
S205
'LAN
11
S205
CONSULTANTS:
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ENGINEERS
structural consultants
1594 W. Park Cir. Ogden, Utah 84404
ph. 801.782.6008 fx. 801.782 . 4656
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ISSUE DATE:01/31/19
REVISIONS:
1 CITY REVIEW 04/05/19
2 OWNER REVISION 07/11/19
5 OWNER REVISION 03/18/20
6 OWNER REVISION 05/15/20
REVIEW SET
S205
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STAGGER
AT 4'-0"o.c.
B.N. TYP.
B.N. = BOUNDARY NAILING
E.N. = EDGE NAILING
F.N. = FIELD NAILING
TYP. SHEATHING LAYOUT
SCALE: NONE
WOOD NAILER -
FLOOR SHEATH
STRUCTURALN
WOOD JOIST - S
SEE DETAIL 10/,
HANGER INFO.
W BEAM - SEE P—_
NOTE: SEE 2/S207 FOR ATTACHMENT
OF NEW JOISTS TO EXISTING JOISTS,
WHERE OCCURS.
DETAIL
SCALE: NONE
B.N. - SEE STRUCTURAL
NOTES
ROOF SHEATHING - SEE
STRUCTURAL NOTES —
2x REQ'D FLAT BLOCKING AT
SIMPSON STRAPS W/ B.N. —
WOOD JOIST - SEE PLAN
3 1/2" x 11 7/8" LEDGER - ATTACH TO
EACH STUD (16"o.c. MAX) W/ (3)
SIMPSON SDWH SCREWS W/ 3" MIN.
PENETRATION INTO STUD, ATTACH
TO BLOCKING W/ (2) ROWS OF 20d
NAILS AT 4"o.c. PRE -DRILL AS
REQ'D. TO PREVENT SPLITTING —
SIMPSON ST2215 AT LEDGER
SPLICES - CENTERED ON SPLICE —
DETAIL
SCALE : NONE
E.N. TYP.
2 x 4 FLAT BLOCKING
AT ALL UNSUPPORTED
EDGES
4'-0" x 8'-0" TYP
SHEATHING
1/8" PANEL GAP
(TYP.)
EDGE SHEATHING JOINTS TO
BE CENTERED ON JOISTS
EDGE OF FLOOR
B.N. - SEE STRUCTURAL
NOTES
STA(
AT 4'
1 /8" F
(TYP
BLO(
B.N. = BOUNDARY NAILING
E.N. = EDGE NAILING
F.N. = FIELD NAILING
CONCRETE SLAB - SEE
PLAN / NOTES FOR
THICKNESS AND
REINFORCING
SEE ARCH
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E.N. TYP.
2 x 4 FLAT BLOCKING
AT ALL UNSUPPORTED
EDGES
4'-0" x 8'-0" TYP.
SHEATHING
EDGE SHEATHING JOINTS TO
BE CENTERED ON JOISTS
EDGE OF ROOF
B.N. TYP.
1
�01
(3) 5/8" DIA x 3" HEADED STUDS
AT 6"o.c., STAGGERED. TYP.
(4) SIDES
HSS COLUMN - SEE PLAN
CONCRETE PIER W/ (8) #
6 VERTICAL AND #3 TIES
AT 8"o.c. W/ (3) IN TOP 5"
HSS COLUMN - SEE PLAN
CONCRETE SLAB - SEE
ARCH AND CIVIL
lit
CONCRETE FOOTING -
SEE SCHEDULE FOR
SIZE AND REINFORCING
BASE PLATE 1" x 15" x V-3"
W/ (4) 1" DIA. A449 ANCHOR
BOLTS W/ DOUBLE NUTS
AND 12" MIN. EMBED
EXISTING 2x JOIST
(2) PIECES
NOTE: PRE -DRILL HOLES IN
EXISTING FRAMING AS REQ'D
TO PREVENT SPLITTING.
HEADER AND BEAM MEMBER
CONNECTIONS
SCALE : NONE
TYP. AT CAP PLATE
TYP.
SEE ARCH
HSS BEAM - SE
SEE ARCH
STEEL HEADEI
ATTACH TO HE
PER DETAIL 5/:
NOTE: METAL STUDS NOT
SHOWN FOR CLARITY
EXISTING FLOOR SHEATHING
(2) ROWS 12d NAILS AT
12"o.c. EACH SIDE OF BEAM
NEW 2x JOIST - SEE PLAN
2
S207
1/4" CAP PLATE x REQ'D
HSS COLUMN - SEE PLAN
DETAIL
SCALE: NONE
WOOD NAILER - S
FLOOR SHEATHIN
STRUCTURAL NO
W BEAM - SEE PL,
BEAM CONNECTI(
SEE TYP. SCHEDI
HSS COLUMN - FIL,_ .
uoo nrnnn orr ni nni
ATTACH TO HSS COLUMN
PER DETAIL 5/S206
31 r Ik architecture I design
3
S207
STEEL HEADER SSH-3 - ATTACH TO
JAMB SSJ-3 PER DETAIL 5/S206
362S162-33 AT 16"o.c. TYP.
AT (4) LOCATIONS
362T125-33 W/ (2) ROWS OF #8
SCREWS AT 16"o.c. STAGGERED.
TYP. AT (8) LOCATIONS
STEEL HEADER SSH-3 - ATTACH TO
JAMB SSJ-3 PER DETAIL 5/S206
4 TYP. CANOPY FTG. DETAIL 5 DETAIL 6 DETAIL 7
5207 SCALE : NONE S2O7 SCALE : NONE 0r) SCALE: NONE 0207
SIMPSON LSTA18 AT 24"o.c. B.N. - SEE STRUCTURAL
NOTES
FLOOR SHEATHING - SEE
STRUCTURAL NOTES EXISTING FLOOR SHEATHING
E.N. - SEE STRUCTURAL
NOTES
2x OR LVL BLOCKING W/ I>`I
SIMPSON A35 AT EACH END
WOOD JOIST - SEE PLAN EXISTING 2x JOIST - FIELD
VERIFY
WOOD BEAM - SEE PLAN.
EXISTING WOOD STUD SEE DETAIL 2/S207 FOR EXISTING END BLOCKING -
WALL ATTACHMENT TO EXISTING FIELD VERIFY
MEMBER
NOTE: USE TOP FLANGE HANGER W/
2000# MIN. CAPACITY AT LVL BEAM.
2x BLOCKING BETWEEN EACH
EXISTING JOIST
EXISTING FLOOR JOIST -
FIELD VERIFY
SIMPSON H2.5A AT EACH JOIST
3'- 6" MAX.
WOOD BEAM - SEE PLAN
DOUBLE TOP PLATE
WOOD JAMB - SEE PLAN
BEAM CONNECTION - SEE TYP
SCHEDULE FOR BOLT CONFIG
EXISTING FLOOR
SHEATHING AND NAILER
PLATE -FIELD VERIFY
EXISTING W BEAM -
FIELD VERIFY
1/4" PLATE x REQ'D - FIELD
VERIFY DIMENSIONS FOR
EXISTING W BEAM
CONNECTION
FLOOR SHEATHING - SEE
STRUCTURAL NOTES
�o
WOOD NAILER PLATESEE
DETAIL 9/S203
k
PLATE - SEE
4„STIFFENER
STRUCTURAL NOTES
W BEAM - SEE PLAN
8 DETAIL
9
DETAIL
10
DETAIL
11
5207 SCALE : NONE
�5?07
SCALE : NONE
5207
SCALE : NONE
�2O
265 Winslow Way East
Suite 202D
Bainbridge Island
Washington 98110
telephone
206 842 1253
e-mail
frank@3rkarchitecture.com
CONSULTANTS:
0
ENGINEERS
structural consultants
1594 W. Park Cir. Ogden, Utah 84404
ph. 801.782.6008 fx. 801.782. 4656
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SCALE:
ISSUE DATE:01/31/19
REVISIONS:
1 CITY REVIEW 04/05/19
2 OWNER REVISION 07/11/19
5 OWNER REVISION 03/18/20
6 OWNER REVISION 05/15/20
REVIEW SET
S207