HomeMy WebLinkAboutS-300-TYPICAL-DETAILSREFER TO ARCHITECTURAL
DRAWINGS FOR WINDOW SIZE
EXTEND SHEATHING
FULL HEIGHT TYP
PREFAB WOOD TRUSS
@ 24" OC TYP
2-SIMPSON STRONG TIE H2.5T
HURRICANE TIES W/ 0.131" DIA
X 1 1/2" LONG FASTENERS
ORIENT TIES TO AVOID
INTERFERENCECONT (2) 2X6 TOP PLATE
HEADER
REFER TO HEADER
SCHEDULE ON SHEET S-200
ATTACH 2X BLOCKING
W/ 10d NAILS @ 6" OC
APA RATED SHEATHING
ROOF DECK
2X6 BLOCKING
@ 48" OC
WALL SHEATHING
NOT SHOWN
2X6 @ 16" OC STUD WALL
SIMPSON H2.5A
WHERE APPLICABLE
(REFER TO PLAN)
ALIGN FACE OF WOOD POST
W/ FACE OF GIRDER TRUSS
AS SHOWN FOR SIMPSON
HOLDOWN INSTALLATION
WOOD POST PER
PLAN
PREFAB GIRDER TRUSS
BY TRUSS SUPPLIER TYP
SIMPSON VGT PER PLAN
PREFAB WOOD TRUSS
@ 24" OC TYP
SIMPSON HDU PER PLAN
(2) 2X6 TOP PLATE
APA RATED
SHEATHING
EXTERIOR WALL REFER TO
ARCHITECTURAL DRAWINGS
BRICK TIES @ 16" OC
HORIZ & VERT TYP
SOFFIT FRAMING REFER
TO ARCHITECTURAL
DRAWINGS
NOTE:
AT WALL OPENINGS, USE LOOSE
ANGLE LINTEL SCHEDULE TO
SUPPORT BRICK VENEER
CONT (2) 2X6 TOP PLATE
SEE DETAIL 1 / S-300 FOR
HURRICANE TIE INFORMATION
ATTACH 2X BLOCKING
W/ 10d NAILS @ 6" OC
APA RATED SHEATHING
ROOF DECK
2X6 BLOCKING
@ 48" OC
PREFAB WOOD TRUSS
@ 24" OC TYP
2X6 @16" OC STUD WALL
REF TO ARCH &
CIVIL FIN GRADE
REF ARCH
2x6 LEDGER WITH
(2) 1/2"x3" LONG LAG
SCREWS @ 16" EA
STUD
SIMPSON HUS 26
2x6 @ 12"OC
(2) 2x6
HEADER
REF TO ARCH
APA RATED
SHEATHING
2X6 @ 16" OC
STUD WALL
7' - 4 1/2" ±SEE PLAN AND
DETAIL 10 / S-200
FOR SLAB, VAPOR
RETARDER AND FILL
INFORMATION
UNDERSLAB INSULATION
SEE ARCH DRAWINGS
AE3-003 FOR ADD INFO
TYP
2x6 RIM
JOIST
REF TO ARCH
3/4" T&G APA RATED
FLOOR SHEATHING
SEE DETAIL 11 / S-200
FOR FOOTING SIZE AND
REINFORCING
CEILING JOISTS ARE NOT RATED FOR
ANY TYPE OF LIVE LOAD. DO NOT
STORE ANYTHING ABOVE CLOSETS!
2x6 LEDGER WITH
(2) 1/2"x3" LONG LAG
SCREWS @ 16" EA
STUD
SIMPSON HUS 26
2x6 @ 12"OC
2x6 RIM
JOIST
REF TO ARCH
STUD WALL
REF PLAN
UNDERSLAB INSULATION
SEE ARCH DRAWINGS
AE3-003 FOR ADD INFO
TYP
HEADER - REF TO
PLAN
(2) 2x4 TOP
PLATE
7' - 4 1/2" ±REF TO ARCH
3' - 9 1/2"
3/4" T&G APA RATED
FLOOR SHEATHING
REF TO ARCH &
CIVIL FIN GRADE
SEE PLAN AND
DETAIL 10 / S-200
FOR SLAB, VAPOR
RETARDER AND FILL
INFORMATION
SEE DETAIL 13 / S-200
FOR FOOTING SIZE AND
REINFORCING
CEILING JOISTS ARE NOT RATED FOR
ANY TYPE OF LIVE LOAD. DO NOT
STORE ANYTHING ABOVE CLOSETS!
2X12 STAIR
STRINGER @ 16" OC
2X WOOD
TREAD
2X STUD WALL
2X STUD WALL
DOUBLE 2X
TOP PLATE
2X JOIST - SEE PLAN
2X BLOCKING, TYP
3/4" PLYWOOD
FLOOR DECKING @
MECHANICAL ROOM
PREFAB WOOD TRUSS
AND CONNECTIONS BY
TRUSS MANUFACTURER
CONNECTION AS
REQUIRED BY TRUSS
MANUFACTURER
2X4 STUD WALL
SIMPSON HANGER
GIRDER TRUSS
CONNECTION AS
REQUIRED BY TRUSS
MANUFACTURER
PREFAB WOOD TRUSS
BY SUPPLIER
EXTERIOR GRADE
PLYWOOD DECKING
GIRDER TRUSS
DOUBLE 2X TOP
PLATE
CLEAR HEIGHT8' - 1"CONT 2X12 LEDGER -
FASTEN TO TRUSS
USING (3) 16d NAILS
@ 12" OC2X RIM JOIST
DRAG STRUT BY TRUSS SUPPLIER
DESIGN FOR ROOF DIAPHRAGM
SHEAR TRANSFER TO SHEAR WALL
(2) 2X DOUBLE
TOP PLATE
2X6 STUD WALL
APA RATED SHEATHING PER SHEAR
WALL SCHEDULE, ON SHEET S-200
EXTEND AND ATTACH TO DRAG
STRUT FOR SHEAR TRANSFER
CONT 2X4 LEDGER
W/ (2) 16d NAILS @
8" OC TYP
TRUSS PER
MANUFACTURER
SIMPSON CS22
@ EA CORNER
2X4 STUDS @
16" OC
(2) 2X6 HEADER
SIMPSON STRONG
TIE H2.5T TYP
2X6 JOISTS @
16" OC
2X4 FRAMING
2-2X4 PLATE TOP
AND BOTTOM
2-2X6 TOP PLATE
GIRDER TRUSS
TRUSS PER
MANUFACTURER
(2) 2X6 TOP
PLATE
GIRDER TRUSS
CONNECTION
PER TRUSS
MANUFACTURER
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
0 C:\Users\jon.fairbanks\Documents\REVIT2018\122885_814KC CrmlIN_STRU_v18_jon.fairbanks.rvtTYPICAL DETAILS
122885
M.STOCK
2020-08-04
S-300
KINDERCARE LEARNING
CENTER
R.AECK
M.MULLEN J.FAIRBANKS
S-300 Scale: 3/4" = 1'-0"
1 TYP SECTION @ EXT WINDOW
S-300 Scale: 3/4" = 1'-0"
8 TYP GIRDER TRUSS HOLDOWN
S-300 Scale: 3/4" = 1'-0"
2 TYP SECTION @ EXT WALL
S-300 Scale: 3/4" = 1'-0"
5 SECTION
S-300 Scale: 3/4" = 1'-0"
6 SECTION
S-300 Scale: 3/4" = 1'-0"
4 SECTION THRU MECH. MEZZANINE
S-300 Scale: 3/4" = 1'-0"
9 TYP DRAG STRUT SHEAR TRANSFER
S-300 Scale: 3/8" = 1'-0"
3 SECTION
S-300 Scale: 3/8" = 1'-0"
7 SECTION
S-100 S-100
S-101
S-101
S-101 S-101
S-101
S-101
S-101
No. DESCRIPTION DATE
0 PERMIT 2020-08-04
2020-08-04
10/29/20