HomeMy WebLinkAboutSDetails 3 V1APPROVED
o5m122
1'EDGE
N 10d x 3' COMMON,
OPPOSITE SIDE
U
(2) 2z4s
r II/2'EDGE
N 10dxTOOMMON,
2 1/242 1 /2" OPPOSITE SIDE
211P' EDGE
N
W
(2) 203
10d x 3' COMMON,
OPPOSITE SIDE
STUD COLUMNS
PER PLAN
1/4' SDS SCREW @ 16' O.C.
STAGGERED EACH SIDE OF
POST (RESULTING IN 6' O.C.
OVERALL SPACING)
STUDOOLUMNS
PER PLAN
4 PLY: 1/4' x 5' SDS SCREWS
5 PLY: IN x 6' SDS SCREWS
6 PLY: 1/4' x 3' SDS SCREWS
7 PLY: 1/4' x &' SDS SCREWS
CS160R EQUIV.
(TOP, MIDDLE, AND BOTTOM)
(2)1Od NAILS @
6' O.C. (EA PLY.)
(2)10d NAILS @
6' O.C. (EA PLY.)
** FOR (4) PLY. OR MORE
STUD COLUMNS
STUD
PACK
DETAIL
7/16/2021
woa
1 /2"=1'-0" W G W-030
STRUCTURAL SHEATHING,
REFER TO STRUCTURAL SHEETS
FOR NAILING & OTHER REO.
INSULATION AS PER SPEC.
12 PRE-ENGINEERED ROOF TRUSSES.
PER REFER TO TRUSS MFGR. OWGS
BEV.
ASPHALT SHINGLE
PER SPEC.
TRUSS STRAP PER
nnnnn nnn STAUCT.DETAILS
FASCIA PEA
COMMUNITY SPEC.
SOFFIT & OVERHANG
PER SPEC.
SEE STAUCT. FOR
ALLWALLREO.
EXTERIOR
INTERIOR BEESTAUCT. FOR ALL
ANCHOR AEG.
9-T RN. FL
FOUNDATION, SEE STRUCTURAL DERAILS
FOR WIDTH, DEPTH, & RE1F. RED.
TYPICAL 1 STORY WALL SECTION
DO,
"
1 /2"=1'-0" WSW-010
OUTSIDE ELEVATION
XR,\\� ffi\\\NR%\\`_
TWO BRACED WALL SEGMENTS
-- - - - - - - - n---------- lT - - -- ---T7---------7T----------m-----1-----
EXTENT OF HEADER (ONE BRACED WAL SEGMENT)
I I
—MINIMUM 1000 LB. STRAP SHALL BE CENTERED AT BOTTOM OF HEADER AND
INSTALLED OPPOSITE SIDE OF SHEATHING (SIMPSON LSTA18 OR CS20 - LENGTH
AS REQ'D BY HER SIZE. 9" MIN END LENGTH TYPICAL) IF PONY WALL IS USED
TO ACCOMODATE UP TO A 12' WALL A MINIMUM 14GA STRAP FROM TOP OF
PONY WALL TO BOTTOM OF HEADER WITH EQUAL DISTANCE DOWN THE JACK
STUD IS NECASSARY AND INSTALLED OPPOSITE SIDE OF SHEATHING
OR SHEATH INSIDE OF WALL WITH SAME SHEATHING AND NAILING PATTERN AS
II
EXTERIOR, OR INSTALL FLAT 2x6 CONTINUOUS FROM THE BOTTOM PLATE TO THE WOOD STRUCTURAL PANEL SHEATHING PER PLAN
TOP PLATE WITH (2) ROWS 10d GUN NAILS TO JACK STUDS/PONY WALL 0 12"
0-C. CONNECT TO HEADER WITH MIN (12) 10d GUN NAILS
II
II
FASTEN SHEATHING TO HEADER WITH 8d COMMON IN 3" GRID PATTERN AS
SHOWN AND 3" O,L IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) (TYP)
II
FASTEN TOP PLATE TO HEADER WITH (2) ROWS OF 16d
SINKER NAILS 0 3" O.C. (TYP)
I
I
I
—FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN
24" OF MID HEIGHT. ONE ROW OF TYP. SHEATHING -TO -FRAME NAILING IS REQ'D. IF 2x4
BLOCKING IS USED, THE 24S MUST BE NAILED TOGETHER WITH (3) 16d SINKERS.
I
I
WOOD STRUCTURAL PANEL STRENGTH AXIS
(2) JACK STUDS MIN. 3" S.C. FASTENER SPACING ALL MEMBERS (2) JACK STUDS OR PER PLAN
I
—(I) KING STUD & (1) JACK STUD MIN. IF ADDITIONAL TENSION TIES OR HOLDOWNS
ARE REQUIRED, THEY WILL BE SHOWN ON THE
PLANS. "WET SET" EMBEDDED STRAP TIES WILL BE SHOWN ON
FOUNDATION PLANS. HOEDOWNS USING MECHANICAL
CONNECTORS OR EPDXY WILL BE SHOWN ON FRAMING PLANS
I
MIN. 3"0"0.229" PLATE WASHER
O
PORTAL FRAME REQUIRED ON THIS SIDE
CONTINUE HEADER TO CORNER -NAIL AND
STRAP AS SHOWN FOR PORTAL FRAME.
12d OR 16d NAILS
(0.146' x 327 MIN)
12
STRUCTURAL SHEATHING,
REFER TO STRUCTURAL SHEETS
PER Ems'
FOR NAILING & OTHER RED.
I - - - - - - FTF---- - - - - --
SHINGLE
TRUSS STRAP PER
STAUCT. DETAIL
TOP OF WALL
- -
(AEFEA TO ELEV.)
PRE ENGINEERED ROOF
FASCIA PER
TRUSSES, AEFEA TO
COMMUNITY SPEC.
TRUSS MFGA. DWGS
SOFFIT & OVERHANG
'
INSULATION AS
PER SPEC.
L
I
I'
LI
I
I
I'
PER SPEC.
L
I
I
LI
L
I
REFER TO2ND FLOOR
JOINT DETAIL
FLOOR JOIST OR TRUSS
SYSTEM & DIRECTION
AIM BD OR TRUSS
' I
PER STRUCTURAL
PERSTAUCT.
J
TOP OF FLOOR
I
lo
(AEFEATOELEV.)
I
TOP OF WALL
(AEFEA TO ELEV.)
I
I
SEE DETAILS FOR ADDITIONAL
CONNECTION RED., SHEATHING
-
CONTINUOUS THROUGH FLOOR
I
SYSTEM
INTERIOR
EXTERIOR
SEE STRUCT. FOR
All WALL RED.
ANCHOR AS REQUIREDFOUNDATION PER PLAN
ON STRUCTURAL COVER ANCHOR AS REQUIRED AN
AS RALCO U
SHEET U.N.O. ON PLANS ON STRUCTURAL COVER ON STRUCTURAL COVER
SHEET U.N.O. ON PLANS SHEET U.N.O. ON PLANS
�020PORTAL FRAME PANEL CONSTRUCTION PORTAL TERMINATES AT
SIDE OFHOPENING.
OVER RAISED WOOD FLOOR OR SECOND FLOOR - WOOD STRUCTURAL
PANEL OVERLAP OPTION
0 0 0 0 0 E
0 0 0 0 0 0
2 3 or4 PLY MEMBERS < Mf
BEAM DEPTH
NAILING PATTERN
31/?
(2) ROW 12d OR 16d NAILS @ 12' O.C. STAGGERED
5112- 7114'
(2) ROW 12d OR 16d NAILS @ 12' O.C.
SIZES 2: 91/4'
(3) ROW 12d OR 16d NAILS @ 12' D.C.
' (1) ADDITIONAL ROW MUST BE ADDED IF NAIL SMALLER THAN SPECIFIED IS USED
* 2 PLY BEAM SHALL BE NAILED ON ONE SIDE
* 3 PLY BEAM SHALL BE NAILED ON BOTH SIDES
* 4 PLY BEAM SHALLBE NAILEDON (1) SIDE PEA PLY. NAIL EACH PLYTO THE OTHER AND OFFSET NAIL ROWS BY 2' FROM ROWS IN THE PLY BELOW
*NOTE: THIS CONNECTION SCHEDULE IS FOR TOP LOADED BEAMS ONLY. FOR SIDE LOADED BEAMS IN THE FLOOR SYSTEM, SEETHE MANUFACTURER LAYOUTAND DETAILS
TOP LOADED BEAM CONNECTION DETAIL
9�
7/16/2021
WGZEIO
PORTAL FRAME REQUIRED ON THIS SIDE
CONTINUE HEADER TO CORNER -NAIL AND
STRAP AS SHOWN FOR PORTAL FRAME.
BOTTOM PLATE CONTINUOUS FROM CORNER &
UNDER PORTAL FRAME OPENING.
FOUNDATION, SEE STRUCTURAL
DETAILS FOR WIDTH, DEPTH &
JOIST
DEBT REQ
6" O C.
TYPICAL 2 STORY WALL SECTION
1 /2"=1'-0" WSW-031
N
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+ 1 813.466.3310
Minnesota
6500 City West Pkwy
Suite 300
Eden Prairie, MN 55344
+ 1 612.607.0115
www.fieldstoneae.com
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■ BEJAMIN NIESE, PE
P.E. # 19770IDAHO
03/17/2022
DATE
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19770
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DRAWN BY: -----------
VERSION: 1.0
SHEET NAME
DETAILS -
misc.
SHEET #
S4m3