HomeMy WebLinkAboutSDetails 3 V1OUTSIDE ELEVATION 12 STRUCTURAL SHEATHING,
TWO BRACED WALL SEGMENTS REFER TOSTRUCTURAL SHEETS
PER Ems' FOR NAILING & OTHER RED.
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1'EDGE II/TEDGE 2112'EDGE �_ EXTENT OF HEADER (ONE BRACED WALLSEGMENT) TRUSS STRAP PER
N N N ¢ II II III
10dxTCOMMON, 10dxTOOMMON, 1DdxTCOMMON, STAUCT.DETAIL
1 1 " OPPOSITE SIDE 2 1 /2" OPPOSITE SIDE 2 1 /2" OPPOSITE SIDE
TOP OF WALL
_ _ � (AEFEATOELEV.)
�, _ �, _ �, HEADER PER PLAN PRE-ENGINEERED ROOF
FASCIA PER
m m m
TRUSSES, REFER TO COMMUNITY SPEC.
TRUSS MFGA.DWGS
(2)2X4 (2)2X6's (2)203 SOFFIT & OVERHANG
16'-0" OR LESS PER SPEC.
INSULATION AS
PER SPEC.
1000 19, STRAP SHALL BE CENTERED AT BOTTOM OF HEADER AND
INSTALLED OPPOSITE SIDE OF SHEATHING (SIMPSON LSTA18 OR CS20 - LENGTH it
AS REQ'D BY HDR SIZE. 9" MIN END LENGTH TYPICAL) IF PONY WALL IS USED ri
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 IN ASSARY AND INSTALLED OPPOSITE SIDE OF SHEATHING
OR SHEATH INSIDE OF WALL WITH SAME SHEATHING AND NAILING PATTERN AS
EXTERIOR, OR INSTALL FLAT 2x6 CONTINUOUS FROM THE BOTTOM PLATE TO THE WOOD STRUCTURAL PANEL SHEATHING PER PLAN
STUD COLUMNS �' TOP PLATE WITH (2) ROWS 10d GUN NAILS TO JACK STUDS/PONY WALL 0 12°
PEA PLAN '� 0-C. CONNECT TO HEADER WITH MIN (12) 10d GUN NAILS-
114' SDS SCREW @ 16' O.C. REFER TO2ND FLOOR
STAGGERED EACH SIDE OF FASTEN SHEATHING TO HEADER WITH 8d COMMON IN 3" GRID PATTERN AS JOINT DETAIL
POST MESULTINGINB'O.C. FLOOR JOIST OR TRUSS
SHOWN AND 3" QC. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) (TYP) SYSTEM&DIRECTION
OVERALL SPACING) AIM BD. OR TRUSS
PER STRUCTURAL PER STRUCT.
STUDCOLUMNS — FASTEN TOP PLATE TO HEADER WITH (2) ROWS OF 16d �L
PER PLAN o r� SINKER NAILS 0 3' O.C. (TYP) TOP OF FLOOR
(REFER TO ELEV.)
4 PLY: 114' x 5' SDS SCREWS10
5 PLY: IN x 6' SDS SCREWS
6PLY: 114'z6'SDSSCAEWS FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN i
.i,i i.i. 24" OF MID HEIGHT. ONE ROW OF TYP. SHEATHING -TO -FRAME NAILING IS RED'D. IF 2x4 i.i.
7 PLY: 114' x B' SDS SCREWS TOP OF WALL
� � BLOCKING IS USED, THE 2x4'S MUST BE NAILED TOGETHER WITH (3) I6d SINKERS.
CS160REQUIV. i' WOOD STRUCTURAL PANEL STRENGTH AXIS
(TOP, MIDDLE, AND BOTTOM) SEE DETAILS FOR ADDITIONAL
i. (2) JACK STUDS OR PER PLAN
(2)10d NAILS @
JACK STUDS MIN. 3" O.C. FASTENER SPACING A MEMBERS �' CONNEC110NAC{l.,SHEATHING
6' O.C. (EA PLY.) CONTINUOUS THROUGH FLOOR
—(1) KING STUD & (1) JACK STUD MIN. IF ADDITIONAL TENSION TIES OR HOLDOWNSSYSTEM
��
ARE REQUIRED, THEY WILL BE SHOWN ON THE
(2)10dNNLS@ PLANS. "WET SET" EMBEDDED STRAP TIES WILL BE SHOWN ON
BO.C.(FAPLY.) FOUNDATION PLANS HOEDOWNS USING MECHANICAL
CONNECTORS OR EPDXY WILL BE SHOWN ON FRAMING PLANS -
MIN 3"0"0229" PLATE WASHER INTERIOR EXTERIOR
LL
SEE SARUCT. FOR
** FOR (4) PLY. OR MORE ALL WALL RED.
STUD COLUMNS
wos STUD PACK DETAIL 7/16/2021
1 /2"=1'-0" W G W-030TT x
a�
STRUCTURAL SHEATHING,
REFER TO STRUCTURAL SHEETS
FOR NAILING & OTHER REO.
INSULATION AS PER SPEC.
12 PRE-ENGINEERED ROOF TRUSSES.
PER REFER TO TRUSS MFGR. OWES
EEV.
ASPHALT SHINGLE
PER SPEC.
TRUSS STRAP PER
nnnnn nnn STRUCT. DETAILS
FASCIA PER
COMMUNITY SPEC.
SOFFIT & OVERHANG
PER SPEC.
SEE STRUCT. FOR
ALLWALLAEO.
EXTERIOR
INTERIOR BEESTRUCT. FOR ALL
ANCHOR AEG.
9-T RN. FL
FOUNDATION, SEE STRWUTAL DERAILS
FOR WIDTH, DEPTH, & REI F. RED.
TYPICAL 1 STORY WALL SECTION
JV I tea. a ame.
1 /2"=1'-0" W S W-010
O
PORTAL FRAME REQUIRED ON THIS SIDE
CONTINUE HEADER TO CORNER -NAIL AND
STRAP AS SHOWN FOR PORTAL FRAME.
12d OR 16d NAILS
(0J46' x 327 MIN)
ANCHOR AS REQUIREDFOUNDATION PER PLAN
ON STRUCTURAL COVER ANCHOR AS REQUIRED AN
AS REQUIRED
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 @ IT 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
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
REINS RED
6= O C.
UO3ATYPICAL 2 STORY WALL SECTION
Fue Hama
1/2 —1.-0.. W S W-031
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. # 19770 IDAHO
03/17/2022
DATE
NAL
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19770
NJ xO
6 OF��P �!
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VERSION: 1.0
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