HomeMy WebLinkAboutS-301-TYPICAL-DETAILS1 1/2"2 1/8" PRE-FAB WOOD
TRUSS @ 24" OC TYP
SIMPSON STRONG
TIE H2.5T TYP
L8X6X7/16 W/ 5/8" DIA
THRU BOLTS @ 16" OC
WOOD BEAM
REFER TO PLAN
SOFFIT FRAMING
REFER TO ARCH
SOFFIT FRAMING
REFER TO ARCH
CAST STONE VENEER
ATTACHED TO L4X4
REFER TO ARCH
RADIUSED L4X4
REFER TO DETAIL 1/S-301
RADIUSED L7X4
REFER TO DETAIL 1/S-301
4" VENEER -
REFER TO ARCH
SIMPSON STRONG
TIE H2.5T TYP
2X4 OUTRIGGERS
@ 24" OC
WOOD BEAM REFER
TO PLAN / SCHEDULE
ROOF TRUSS @ 24" OC
SLOPED (2) 2X
TOP PLATES
L8X6, REFER TO
DETAIL 1/S-301
WOOD BEAM
SEE PLAN
CAST STONE
VENEER BELOW
FACE OF CAST
STONE VENEER
L4X4X1/4 FIELD CUT
VERTICAL LEG OF
L8X6 AS REQ'D
MITER ANGLE
CORNERS, BUTT
WELD & GRIND
SMOOTH TYP
WOOD COLUMN
SEE PLAN
5
S-301
L8x6x7/16 TYP
PT 4X4 WOOD BEAM
L7x4x3/8
W/ 8" BEARING
4"2 1/2"PT 4X4 WOOD POSTS
L4x4x3/8
(2) 5/8" DIA GALV
A325N BOLTS
(2) 5/8" DIA GALV
A325N BOLTS TYP
WOOD BEAM
REFER TO PLAN
NOTE:
ALL STEEL SHALL BE PRIMED AND
PAINTED IN ACCORDANCE WITH THE
STRUCTURAL STEEL GENERAL NOTES
6 AND 7 ON SHEET S-000
TYP
TYP 3
S-301
5
S-301
6
GALV 5/8" DIA A325N
BOLTS @ 16" OC
L8x6x7/16 SHELF
ANGLE
L4x4 BEYONDWOOD COLUMN
REFER TO PLAN
L8x6x7/16
SHELF ANGLE
WOOD BEAM
REFER TO PLAN
4
S-301
RADIUSED
L4X4, REFER TO
DETAIL 1/S-301
PT 4X4 WOOD
POST TYP
PT 4X4 WOOD
BEAM TYP
SIMPSON HUC44
HANGER TYP
GALV 3/4" DIA
A325N BOLT
TOP & BOTTOM
1/2"X5"X0'-10 PL
1/4
L8X6, REFER TO
DETAIL 1/S-301
VERIFY W/ MANUF2' - 0" ±VERIFY W/ OWNER4' - 6" ±BASKETBALL HOOP AND
SUPPORT BRACKETS /
CONNECTIONS BY
EQUIPMENT SUPPLIER
PREFAB ROOF TRUSS
@ 24" OC
PREFAB ROOF TRUSS
@ 24" OC
2 - 2X6 STUD @ 16" OC
2 - 2X8 STUD SPACE
BLOCKING AT
BASKETBALL HOOP
SUPPORT LOCATIONS
SEE DETAIL 5 / S-200
FOR THICKENED SLAB
AND STUD WALL
CONNECTION INFO
L30 SIMPSON STRONG
TIE FRAMING ANGLE W/
RECOMMENDED
FASTENERS OR
APPROVED EQUAL
EACH END, T&B
CONCRETE SLAB ON GRADE
SEE FOUNDATION PLAN FOR
ADD INFO
BLOCKING FOR GYM PADS.
SEE DETAIL 8 ON THIS
PAGE FOR ADD INFO
APA RATED SHEATHING,
THIS SIDE, FOR SHEAR WALL.
SEE SHEAR WALL SCHEDULE
FOR ADD INFO
SEE DETAIL 1 / S-300
FOR HURRICANE TIE
INFORMATION TYP
STUD WALL
REFER TO PLAN CONT PT 2x SILL PLATE W/
5/8"Ø x 6 1/2" LONG TITEN HD
SCREW ANCHORS @ 48" OC
CONC SLAB ON GRADE
3 - #5 BARS @
STEPPED THK SLAB
CONT
1
1
6 MIL POLYETHYLENE
VAPOR RETARDER
#4 BARS @ 12" OC
BEYOND
4” COMPACTED
GRANULAR FILL2' - 0" +/-4' - 0" L x 2' - 0" W
DRAIN PIPE
SEE PLUMBING DRAWINGS3" CLR3 - #5 BARS X 4'-0" LONG
CENTERED ABOVE
DRAIN PIPE
STEP FOOTING DOWN AT
DRAINS TO PROVIDE MIN
COVER BETWEEN BOTTOM
OF FOOTING AND BOTTOM
OF DRAIN AS SHOWNMIN6"6" DIA PVC SLEEVE
THROUGH THK SLAB
CONC SLAB ON GRADE
3 - #5 BARS CONT
6 MIL POLYETHYLENE
VAPOR RETARDER
#4 BARS @ 12" OC
SEE SLAB-ON-GROUND
NOTES, SHEET S-000,
FOR BELOW SLAB FLL
REQUIREMENTS
3 - #5 BARS X 4'-0" LONG
CENTERED ABOVE
DRAIN PIPE
STEP FOOTING DOWN AT
DRAINS TO PROVIDE MIN
COVER BETWEEN BOTTOM
OF FOOTING AND BOTTOM
OF DRAIN AS SHOWN
6" DIA PVC SLEEVE
THROUGH THK SLAB
4' - 0"
NOTE:
STUD WALL AND ANCHORS
NOT SHOWN FOR CLARITY
DRAIN PIPE
SEE PLUMBING DRAWINGS
MIN6"CLR3"BOTTOM OF CONC
SLAB BEYOND
4' - 0" L x 2' - 0" W
24"
4' - 0"14"24"14"4"THK SLAB1' - 2"1-2x JACK STUD AT EA. END
OF SILL PLATE, TYP
SIMPSON A35 BOTH
SIDES, TYP
T/SLAB
SIMPSON, HUC26-3,
CONCEALED FLANGE
HANGER TYP
2-2x6 CONT TOP PLATES,
SEE PLAN FOR BEARING
ELEVATION
NOTE:
TRUSSES NOT
SHOWN FOR CLARITY
1-2x8 BLOCKING IN WALL FOR GYM PAD
ATTACHMENT, AS REQUIRED. MOUNT
FLUSH WITH INTERIOR FACE OF STUD.
CONTRACTOR TO COORDINATE EXACT
LOCATIONS OF GYM PADS WITH OWNER
(2) - 2x6 CONT TOP PLATES,
2-2x6 CONT TOP PLATES,
SEE PLAN FOR BEARING
ELEVATION
HEADER FRAMING,
SEE PLAN AND SCHED, TYP
2-2x6 BLOCKING W/ SIMPSON,
MSTC40, STRAP TIE TO TOP
PLATE OF ADJOINING WALL3-2x6 HEADER, TYP
3-2x6 SILL (FLAT), TYP
TYPICAL 2x6 WALL FRAMING
3-2x6 KING5-2x6 KING5-2x6 KING5-2x6 KING5-2x6 KING4-2x6 KING1-JACK 2-KING STUDS,
EXTEND TO HEADER BELOW
SIMPSON, A35, FRAMING CLIP
is a member of the IBI Group of companies
DATE:
ISSUE
SHEET TITLE
PROJECT
SCALE:
APPROVED BY:PROJECT MGR:
PROJECT NO:
SHEET NUMBER
CLIENT
COPYRIGHT
ISSUES
This drawing has been prepared solely for the intended use, thus any reproduction
or distribution for any purpose other than authorized by IBI Group is forbidden.
Written dimensions shall have precedence over scaled dimensions. Contractors
shall verify and be responsible for all dimensions and conditions on the job, and IBI
Group shall be informed of any variations from the dimensions and conditions
shown on the drawing. Shop drawings shall be submitted to IBI Group for general
conformance before proceeding with fabrication.
IBI Group Engineering Services (USA) Inc.
CHECKED BY:DRAWN BY: SCALE CHECKSEAL
3221 W Big Beaver, Suite 111
Troy, MI, 48084
10mm1 in CARMEL, IN
CONSULTANTS
As indicated
1 C:\Users\jon.fairbanks\Documents\REVIT2018\122885_814KC CrmlIN_STRU_v18_jon.fairbanks.rvtTYPICAL DETAILS
122885
M.STOCK
2020-08-04
S-301
KINDERCARE LEARNING
CENTER
R.AECK
M.MULLEN J.FAIRBANKS
S-301 Scale: 1" = 1'-0"
4 ARCHWAY SECTION
S-301 Scale: 1" = 1'-0"
5 ARCHWAY SECTION
S-301 Scale: 1" = 1'-0"
6 ARCHWAY COLUMN PLAN
S-301 Scale: 3/4" = 1'-0"
1 ARCHWAY FRONT @ ENTRY
S-301 Scale: 3/4" = 1'-0"
2 ARCHWAY SIDE @ ENTRY
S-301 Scale: 1" = 1'-0"
3 ARCHWAY DETAIL
S-101
S-101
S-301 Scale: 3/4" = 1'-0"
7 BASKETBALL HOOP BLOCKING DETAIL
S-301 Scale: 3/4" = 1'-0"
9 TYP THK SLAB @ UNDERSLAB DRAIN
S-301 Scale: 3/4" = 1'-0"
10 TYP THK SLAB STEP DOWN @ UNDERSLAB DRAIN
S-101S-100
S-100
S-301 Scale: 3/16" = 1'-0"
8 GYMNASIUM EXTERIOR WALL ELEVATION
S-101
No. DESCRIPTION DATE
0 PERMIT 2020-08-04
1 PERMIT REV 01 2020-10-08
10/29/20