HomeMy WebLinkAboutS-200-TYPICAL-DETAILSSHEATHING
CONNECTED W/ (2) 8d
NAILS @ 12" OC (TYP
@ CORNERS)
CORNER STUD
CONNECTED W/ (2)
16d NAILS @ 6" OC
(TYP)2' - 6" LAP2' - 6" LAP
3" CLR. (TYP)
CONT FOOTING,
SEE PLAN FOR SIZE
& REINFORCING
CORNER BARS SAME
SIZE AND SPACING AS
HORIZONTAL BARS
#5 VERTICAL BARS
@ 32" E/F AS REQ'D
PER DETAIL 10/S200
TREATED 2X6 W/ 5/8" Ø
TITEN HD SCREW
ANCHORS @ 48" OC
4' - 0" MIN LAP SPLICE
2X6 CONT PLATE
HEADER - REFER
TO SCHEDULE
JACK, KING STUDS
REF HEADER
SCHEDULE
MINIMUM (1) STUD
BEARING UNDER
SILL PLATE
DBL. 2X PLATE
CONNECT BUILT-UP
STUDS WITH 16d
NAILS @ 8" OC
2X6 WALL STUDS
@ 16" OC (TYP
UON ON PLAN)
SIMPSON CS16 TYP
@ EACH END
SIMPSON
SPH6
SEE DETAIL 1 / S-300 FOR
HURRICANE TIE INFORMATION
2 ROWS OF (4) 16d
NAILS EACH SIDE OF
SPLICE (TYP)
PREFAB
WOOD TRUSS
(2) 2X6 CONT
TOP PLATE
SHEAR WALL
SHEAR WALL SCHEDULE
SW1
SW2
SHEATHING NAIL SPA. AT PANEL EDGE IN FIELD OF PANEL No. OF END STUDS INTERMEDIATE ANCHOR SILL
APA RATED OR OSB
8d
8d
HOLDOWN
SIMPSON HDU4-SDS2.5
SIMPSON HDU8-SDS2.5
6" OC
4" OC
12" OC
12" OC
2
3
HOLDOWN ANCHORS
5/8"ØX4" EMBED. SIMPSON TITEN HD @ 32" OC
NOTES
5/8"ØX4" EMBED. SIMPSON TITEN HD @ 24" OC
5/8"Ø ANCHOR W/8" EMBED. SIMPSON SET-3G ADHESIVE
7/8"Ø ANCHOR W/10" EMBED. SIMPSON SET-3G ADHESIVE
SHEATHING ON ONE SIDE *APA RATED OR OSB
SHEATHING ON ONE SIDE *
* PLACE PLYWOOD ON LEAST INTERRUPTED WALL SIDE FOR INTERIOR SHEAR WALLS TYP
SW3 APA RATED OR OSB 8d SIMPSON HDU11-SDS2.53" OC 12" OC 4 5/8"ØX4" EMBED. SIMPSON TITEN HD @ 24" OC 1"Ø ANCHOR W/10" EMBED. SIMPSON SET-3G ADHESIVE SHEATHING ON ONE SIDE *
HEADER SCHEDULE
DETAIL JACK STUDS KING STUDS
3-2X6
3-2X10
H3
H2
H1 /
H1A
1
1
1
2 / 3@H1A
3
2
3-2X8
LVL 3-
1.75X9.25
B1
H4 2
2
2
3
3-2X8
LVL 3-
1.75X14
B2 4 1
LOOSE LINTEL
SCHEDULE
ANGLE SIZE SPAN
L4 X 3 1/2 X 1/4 LLV UP TO 5' - 0"
L7 X 4 X 3/8 LLV UP TO 9' - 4"
NOTES:
1. PROVIDE 8" BEARING (MIN) EACH END OF LINTEL.
2. ALL STEEL TO BE PRIMED AND PAINTED IN
ACCORDANCE WITH THE STRUCTURAL STEEL
GENERAL NOTES ON SHEET S-000
L8 X 4 X 1 LLV UP TO 15' - 0"
CONT SOLE PL
MIN STUDS FULL-HEIGHT AT
EACH HOLDOWN
SEE SHEAR WALL SCHEDULE
FOR NUMBER OF STUDS
FIELD NAILING PER
SCHEDULE
EDGE NAILING
PER SCHEDULE
STAGGER NAILS TO
ATTACH TO 2X PLATESPROVIDE 8 - 16d COMMON
NAILS EACH SIDE OF TOP
SPLICE, STAGGER
LOCATION OF SPLICES
CONT TOP PLATES
CONT BLOCKING AT ALL JOINTS
IN SHEATHING, STAGGER
JOINTS AS SHOWN
STUDS AT 16" OC UON
REFER TO GENERAL NOTES
FOR SILL ANCHOR ROD
INSTALLATION REQUIREMENTS
SEE PLAN
T.O.W.
NOTES:
1. ORIENTATION OF WALL SHEATHING SHALL BE AT CONTRACTOR'S OPTION; HOWEVER, BLOCKING MUST BE
INSTALLED AT ALL PANEL EDGES NOT BACKED BY WALL FRAMING.
2. WOOD STRUCTURAL PANELS MAY BE USED TO RESIST UPLIFT. THE FOLLOWING PRESCRIPTIVE REQUIREMENT
APPLIES:
A. PANELS SHALL BE INSTALLED WITH FACE GRAIN PARALLEL TO STUDS.
B. ALL HORIZONTAL JOINTS SHALL OCCUR OVER FRAMING AND SHALL BE ATTACHED
W/ 1 - ROW OF FASTENERS AT 4" OC, STAGGERED, AT TOP AND BOTTOM PANELS
C. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANELS, FRAMING
ANCHORS OR CONNECTORS SHALL BE USED AS SHOWN
D. ALL SHEATHING PANELS FOR WOOD SHEAR WALLS MUST BE A MINIMUM 24" WIDE
1
S-200
2' - 0"
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 GRADE2 - #5 BARS CONT
1
11'-6" MIN.6 MIL POLYETHYLENE
VAPOR RETARDER
8" #4 BARS @ 12" OC
SEE SLAB-ON-GROUND
NOTES, SHEET S-000,
FOR BELOW SLAB FLL
REQUIREMENTS8"SEE ARCH & CIVIL FOR
PLAN DIMENSIONS
#4 DOWELS @ 12" OC
CENTERED ON DOOR OPENING
6"5"
EXTERIOR INTERIOR
4" COMPACTED
GRANULAR FILL
(TYP)
#4 BARS @ 12" OC EW#4 DOWELS @ 12" OC
THREE SIDES
#4 @ 12" OC EW
8" THK CONC
FOUNDATION
THREE SIDES
2'-0"
2'-0"
8"
4" THICK SLAB-ON-GRADE
W/ 6X6-W2.1XW2.1 WWF TYP
1 - #5 BAR CONT (TOP)
SEE DETAIL 10 / S-200
FOR WALL SIZE AND
REINFORCING
SEE DETAIL 10 / S-200
FOR FOOTING SIZE AND
REINFORCING
SEE SLAB-ON-GROUND NOTES,
SHEET S-000, FOR BELOW SLAB
FLL REQUIREMENTS
6 MIL POLYETHYLENE VAPOR
RETARDER BELOW CONC SLAB
UNDERSLAB INSULATION
SEE ARCH DRAWINGS
AE3-003 FOR ADD INFO TYP2' - 6" MIN2' - 6" MIN5"2' - 6" MINTYP6"4" THICK SLAB-ON-GRADE
W/ 6X6-W2.1XW2.1 WWF TYP
1 - #5 TOP BAR CONT
CONT P.T. 2x6 SILL PLATE W/
5/8 Ø x 6 1/2" LONG TITEN HD
SCREW ANCHORS @ 48" OC
TYP UON
FULLY GROUT VOID
BELOW GRADE
2x6 STUD WALL REFER TO PLAN
7/16" APA RATED SHEATHING
TYP
VENEER TIES @ 16" OC
HORIZ & VERT TYP
4" VENEER
SEE ARCH DRAWINGS
FOR ADD INFO
1'-0" THK CONC WALL
W/ #5 BARS @ 32" OC
EW, EF TYP
1'-6" WIDE X 1'-0" THK
CONC FOOTING W/
2 - #5 BARS LONG TYP
SEE SLAB-ON-GROUND NOTES,
SHEET S-000, FOR BELOW SLAB
FLL REQUIREMENTS8"3" TYP3" TYP1' - 0"1' - 6".
6 MIL POLYETHYLENE VAPOR
RETARDER BELOW CONC SLAB
UNDERSLAB INSULATION
SEE ARCH DRAWINGS
AE3-003 FOR ADD INFO
TYP
EQ EQ
SHEAR WALL END STUDS
SEE SHEAR WALL SCHEDULE
HOLDOWN
SEE SHEAR WALL SCHEDULE
STUD WALL PRESSURE
TREATED SILL PLATE
POST INSTALLED ANCHOR BOLT
SEE SHEAR WALL SCHEDULE
CONCRETE FOUNDATION WALL
SEE PLANEMBED2' - 6" MIN TYP6"TYPICAL ENTRANCE SLAB
SEE DETAIL 12 / S-200 FOR ADD INFO
VENEER - REFER TO ARCH
SIMPSON CB44
SEE SLAB-ON-GROUND NOTES,
SHEET S-000, FOR BELOW SLAB
FLL REQUIREMENTS
TYP3"1' - 0"1/2" COMPRESSIBLE FILLER
#3 TIES @ 8" OC TYP
(10) #6 VERT DOWELS TYP
(4) #5 BARS L.W.
(6) #5 BARS S.W.
TYP
8"
( X 3' - 4" L )
1' - 8" W
TYP
8"
34
148"CONC SLAB
ON GRADE
#4 X 24" @ 12" OC
CENTERED BY DOOR
OPENING
1
1
#5 @ 12" OC TOP &
BOTTOM
SEE SLAB-ON-GROUND NOTES,
SHEET S-000, FOR BELOW SLAB
FLL REQUIREMENTS
1' - 6"
TYP
3"
UNDERSLAB INSULATION
SEE ARCH DRAWINGS
AE3-003 FOR ADD INFO
TYP8"2"TYP 3"#4 @ 48" OC
1 - #5 BAR
CONT @ TOP
SEE ARCH & CIVIL
6 MIL POLYETHYLENE
VAPOR BARRIER
TYP3"EXTERIOR INTERIOR
2'-6" MIN2' -6" MIN#4 BARS @ 12" OC EW
#4 DOWELS @ 12" OC
THREE SIDES
#4 @ 12" OC EW
8" THK CONC
FOUNDATION
THREE SIDES
2'-0"
2'-0"
8"
CONC SLAB ON GRADE
SEE PLAN
1
1 TYP6"2'-6" MIN
3 - #5 BARS
TOP & BOTTOM
SEE SLAB-ON-GROUND
NOTES, SHEET S-000,
FOR BELOW SLAB FLL
REQUIREMENTS
1' - 6"
TYP
3"8"TYP 3"#4 @ 48" OC
2 - #5 BAR CONT
CONT PT 2x6 SILL PLATE W/
5/8 Ø x 6 1/2" LONG TITEN HD
SCREW ANCHORS @ 48" OC
TYP UON
GROUT VOID FULL
BELOW GRADE
BRICK TIES @ 16"
OC HORIZ. & VERT
TYP
EXTERIOR WALL
SEE ARCH
DRAWINGS FOR
ADD INFO
2x6 @ 16" OC
5" 5 1/2" TYP3"2'-0"
2'-0"
UNDERSLAB INSULATION
SEE ARCH DRAWINGS
AE3-003 FOR ADD INFO
TYP "D""D"/4WHEN FORMED EDGE IS STRIPPED,
LIGHTLY GRIND. (DEBURR EDGE @
TOP) DO NOT TOOL
SAW JOINT AS SOON AS POSSIBLE
AFTER CONCRETE IS PLACED, SO
AS TO NOT DAMAGE SLAB
PULL DOWEL 1 1/2" AFTER
REMOVING FORMS
GREASED 1/2" Ø X 24" LONG
DOWEL @ 24" OC
CONTROL JOINT CONSTRUCTION JOINTCONSTRUCTION JOINT ALTERNATIVE
SHEAR WALL
SEE SHEAR WALL SCHEDULE AND
DETAIL 7 ON THIS SHEET FOR ADD INFO CONT PT 2x SILL PLATE W/ 5/8"Ø ANCHORS.
REFER TO SHEAR WALL DETAIL
EXTEND SLAB WWF
THROUGH TRENCH
FOOTING
5 - #5 BARS CONT TOP
1
1
3'-0" WIDE THK SLAB, CONT, EXTEND 2'-0"
BEYOND END OF SHEAR WALL WHERE NO
INTERSECTING WALL EXISTS
SEE SLAB-ON-GROUND NOTES,
SHEET S-000, FOR BELOW SLAB
FLL REQUIREMENTS1' - 8"3' - 0"
OFFSET CENTER BAR 2" TO AVOID
INTERFERENCE W/ ANCHORS
3 - #5 BARS
CONT BOTTOM
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-200
KINDERCARE LEARNING
CENTER
R.AECK
M.MULLEN J.FAIRBANKS
S-200 Scale: 1 1/2" = 1'-0"
2 TYP WOOD FRAMED WALL CORNER
Scale: NTSS-200
3 TYP FOUNDATION CORNER REINFORCING
S-200 Scale: 3/4" = 1'-0"
6 TYP LOAD BEARING WALL FRAMING ELEVATION
Scale: NTSS-200
5 TYP SHEAR WALL FRAMING ELEVATION
S-200 Scale: 3/4" = 1'-0"
7 TYP INTERIOR LOAD BEARING STUD WALL THK SLAB
S-200 Scale: 3/4" = 1'-0"
12 EXTERIOR FOUNDATION AT DOOR OPENINGS - ALTERNATE
S-200 Scale: 3/4" = 1'-0"
10 EXTERIOR FOUNDATION WALL - ALTERNATE
S-200 Scale: 3/4" = 1'-0"
1 TYP SHEAR WALL HOLDOWN
S-200 Scale: 3/4" = 1'-0"
9 TYP ENTRY COLUMN FOOTING
CONCRETE REINFORCING TENSION LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR WALLS, SLABS, AND FOOTINGS
BAR
SIZE
DEVELOPMENT LENGTH/
LAP SPLICE CLASS
CONCRETE COVER = 0.75 in CONCRETE COVER = 1.50 in CONCRETE COVER = 2.00 in CONCRETE COVER = 3.00 in
f'c = 3000 PSI f'c = 4000 PSI f'c = 3000 PSI f'c = 4000 PSI f'c = 3000 PSI f'c = 4000 PSI f'c = 3000 PSI f'c = 4000 PSI
TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER
#3 DEVELOPMENT LENGTH 13 12 12 12 13 12 12 12 13 12 12 12 13 12 12 12
LAP SPLICE CLASS B 17 13 15 12 17 13 15 12 17 13 15 12 17 13 15 12
#4 DEVELOPMENT LENGTH 22 17 19 15 17 13 15 12 17 13 15 12 17 13 15 12
LAP SPLICE CLASS B 28 22 24 19 23 17 20 15 23 17 20 15 23 17 20 15
#5 DEVELOPMENT LENGTH 32 24 28 21 22 17 19 15 22 17 19 15 22 17 19 15
LAP SPLICE CLASS B 41 32 36 28 28 22 24 19 28 22 24 19 28 22 24 19
S-100
S-101
S-100
S-101
S-100
S-200 Scale: 3/4" = 1'-0"
13 TYP EXTERIOR FOUNDATION WALL SECTION AT DOOR OPENINGS
S-200 Scale: 3/4" = 1'-0"
11 TYP EXTERIOR FOUNDATION WALL SECTION
S-100
S-200 Scale: 3/4" = 1'-0"
4 TYPICAL CONSTRUCTION & CONTROL JOINT DETAILS
S-100
S-101
S-100
S-200 Scale: 3/4" = 1'-0"
8 INTERIOR SHEAR WALL FOUNDATION
S-100
No. DESCRIPTION DATE
0 PERMIT 2020-08-04
1 PERMIT REV 01 2020-10-08
10/29/20